Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2013-11-25 - Council Agenda Packet
Agenda Corcoran City Council November 25, 2013 - 7:00 PM 1. Call to Order/ Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Presentations 6. Consent Agenda a. Draft Minutes of November 14, 2013 Council Meeting* b. Abdo, Eick & Meyers 2013 Audit Engagement Letter* 7. Claims as Presented * a. Escrow Claims (Fund #500) b. All Other Financial Claims 8. Staff Reports / Memos /Commissions a. Planning Project Report* b. Code Compliance Report* c. Financial Performance Report* 9. Planning Business / Landform a. Ordinance Amendment regarding Density (city file 13 -021)* b. Triden Ridge Estates Second Addition Preliminary and Final Plat at 23425 CR 117 (PID 06- 119 -23 -11 -0006) (City File 13 -019)* c. Rockford School District Ballfield Site Plan, Conditional Use Permit and Variance at 20400 County Road 10 (PID 23- 119 -23 -34 -0001) (city file 13 -023)* d. Ess Addition Plat Extension (city file 12 -024)* e. Met Council Forecast Response* f. Park Dedication Tracking Process Memo* 10. Unfinished Business a. 2014 Budget and Levy* b. Public Works Facility* c. Sanitary Sewer and Water Services* d. Maple Hill Community Center* 11. New Business a. Agreement Establishing Regional Safety Group* b. 2014 City Calendar* c. Northwest Hennepin League of Municipalities* 12. Unscheduled Items 13. Review of Upcoming Council Meeting Agenda 14. Council Calendar Planning Commission 11/7/13 12/5/13 01/2/14 2/06/14 03/6/14 04/3/14 Guenthner Asleson Lynch Cossette Thomas Guenthner Parks and Trails Commission 11/19/13 12/17/13 1/21/14 2/18/14 03/18/14 4/15114 Asleson Lynch Cossette Thomas Guenthner Asleson Agenda Corcoran City Council November 25, 2013 - 7:00 PM 15. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. City of Corcoran City Council Meeting Minutes November 14, 2013 - 7:00 PM 6a. The Corcoran City Council met on November 14, 2013, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Asleson, Councilor Cossette, Councilor Lynch, and Councilor Thomas. Also present were City Administrator Martens, City Attorney Carson, City Engineer Torve and Director of Public Safety Gormley. Mayor Guenthner called the meeting to order at 7:00 pm 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval Motion: made by Thomas, seconded by Cossette to approve the agenda as presented with the addition of a Public Hearing for Delinquent Fees and a Presentation by Eric Waage, Director of Hennepin County Emergency Management. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) Open Forum -None 4. Presentation -Eric Waage Director, Hennepin County Emergency Management presented a verbal report to the council. Emergency Management's mission is to coordinate and integrate emergency response. Mayor Guenthner suggested scheduling an emergency preparedness refresher in the spring. .IV= 5. Public Hearing- Certifying Delinquent Fees to Hennepin County Mayor Guenthner opened the public hearing. No comments Motion: made by Thomas, seconded by Cossette to close the public hearing. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) a. Resolution 2013 -54 Delinquent Recycling Fees Motion: made by Thomas, seconded by Lynch to approve Resolution 2013 -54 "Certifying the 2013 Delinquent Recycling Fees to the Hennepin County Auditor for Collection in 2014" as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) b. Resolution 2013 -55 Delinquent Dust Control Fees Motion: made by Thomas, seconded by Lynch to approve Resolution 2013 -55 "Certifying the 2013 Delinquent Dust Control Fees to the Hennepin County Auditor for Collection in 2014" as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) c. Resolution 2013 -56 Delinquent Property Management Fees Motion: made by Cossette, seconded by Thomas to approve Resolution 2013 -56 "Certifying the 2013 Delinquent Property Management Fees to the Hennepin County Auditor for Collection in 2014" as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) Page 1 of 2 City of Corcoran City Council Meeting Minutes November 14, 2013 - 7:00 PM 6a. 6. Consent Agenda a. Draft Minutes of October 24, 2013 Council Meeting Motion: made by Cossette, seconded by Lynch to approve the consent agenda as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) 7. Claims as Presented a. Escrow Claims (Fund #500) Motion: made by Cossette, seconded by Asleson to approve escrow claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) b. All Other Financial Claims Motion: made by Thomas, seconded by Cossette to approve all other claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas (Motion carried 5:0) 8. Staff Reports/ Memos /Commissions -None 9. Planning Business / Landform -None 10. Unfinished Business a. Public Works Facility update presented by Administrator Martens. Council consensus to complete the ceiling as requested. 14a b. Sanitary Sewer and Water Services draft received. Council discussed and provided staff direction. c. Maple Hill Community Center update by Administrator Martens. The project has gone out for bids. 11. New Business a. Snowplowing Policy Update draft received. Motion: made by Thomas, seconded by Cossette to approve the Snowplowing Policy with council recommended amendments. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) b. Chamber of Commerce Membership report received, council discussed. Motion: made by Asleson, seconded by Cossette to approve submission of membership application to in the 194 West Chamber of Commerce. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) c. Public Safety Director and City Administrator Performance Evaluation Plan discussed by council. Council will proceed as in past evaluations. d. Business Outreach Meetings report received, council discussed. No council action required. Motion: made by Asleson, seconded by Lynch to adjourn. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas (Motion carried 5:0) Meeting adjourned at 9:17pm Page 2 of 2 Arno EICK & ® II N-1 A/1 M1 S LLP Certified Public Accountants & Consultants 5201 Eden Avenue Suite 250 Edina, MN 55436 October 29, 2013 Management, Honorable Mayor and City Council City of Corcoran Corcoran, Minnesota To the appropriate representative of those charged with governance of the City of Corcoran (the City): You have requested that we audit the financial statement of the City, which comprise the statements of the governmental activities, each major fund, and the aggregate remaining fund information, including the related notes to the financial statements, which collectively comprise the basic financial statements of the City as of and for the year ended December 31, 2013 We are pleased to confirm our understanding of the services we are to provide the City of Corcoran (the City) for the year ended December 31, 2013. We will audit the financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information, including the related notes to the financial statements, which collectively comprise the basic financial statements of the City as of and for the year ended December 31, 2013. Accounting standards generally accepted in the United States of America provide for certain required supplementary information (RSI), such as management's discussion and analysis (MD &A), to supplement the City's basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. As part of our engagement, we will apply certain limited procedures to the City's RSI in accordance with auditing standards generally accepted in the United States of America. These limited procedures will consist of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We will not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. The following RSI is required by generally accepted accounting principles and will be subjected to certain limited procedures, but will not be audited: 1) Management's Discussion and Analysis. 2) Schedule of Funding Progress for Other Post - employment Benefits (if applicable) We have also been engaged to report on supplementary information other than RSI that accompanies the City's financial statements. We will subject the following supplementary information to the auditing procedures applied in our audit of the financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the financial statements or to the financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America and will provide an opinion on it in relation to the financial statements as a whole: 1) Combining and Individual Fund Financial Statements and Schedules 2) Summary Financial Report - Revenues and Expenditures for General Operations - Governmental Funds 952.835.9090 • Fax 952.835.3261 www.aemcpas.com ALG- CL -1.1 City GAAS Eng Ltr City of Corcoran October 29, 2013 Page 2 The following other information accompanying the financial statements will not be subjected to the auditing procedures applied in our audit of the financial statements, and our auditor's report will not provide an opinion or any assurance on that other information. 1) Introductory Section Audit Objective The objective of our audit is the expression of opinions as to whether your basic financial statements are fairly presented, in all material respects, in conformity with generally accepted accounting principles and to report on the fairness of the supplementary information referred to in the second paragraph when considered in relation to the financial statements as a whole. Our audit will be conducted in accordance with auditing standards generally accepted in the United States of America and will include tests of the accounting records and other procedures we consider necessary to enable us to express such opinions. We cannot provide assurance that unmodified opinions will be expressed. Circumstances may arise in which it is necessary for us to modify our opinions or add emphasis -of -matter or other -matter paragraphs. If our opinions on the financial statements are other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the audit or are unable to form or have not formed opinions, we may decline to express opinions or to issue a report as a result of this engagement. Management Responsibilities Management is responsible for the basic financial statements and all accompanying information as well as all representations contained therein. You agree to assume all management responsibilities for any nonattest services we provide; oversee the services by designating an individual, preferably from senior management, with suitable skill, knowledge, or experience; evaluate the adequacy and results of the services; and accept responsibility for them. We will prepare a general ledger trial balance for use during the audit. Our preparation of the trial balance will be limited to formatting information in the general ledger into a working trial balance. As part of the audit we will prepare a draft of your financial statements and related notes. We will also use the financial statements to complete the Office of the State Auditors' City Reporting Form. We will also enter the current year capital asset transactions into our software based on information you provide. Management is responsible for establishing and maintaining effective internal controls, including monitoring ongoing activities; for the selection and application of accounting principles; and for the preparation and fair presentation of the financial statements in conformity with U.S. generally accepted accounting principles. Management is also responsible for making all financial records and related information available to us and for the accuracy and completeness of that information. You are also responsible for providing us with (1) access to all information of which you are aware that is relevant to the preparation and fair presentation of the financial statements, (2) additional information that we may request for the purpose of the audit, and (3) unrestricted access to persons within the government from whom we determine it necessary to obtain audit evidence. Your responsibilities include adjusting the financial statements to correct material misstatements and confirming to us in the written representation letter that the effects of any uncorrected misstatements aggregated by us during the current engagement and pertaining to the latest period presented are immaterial, both individually and in the aggregate, to the financial statements taken as a whole. You are responsible for the design and implementation of programs and controls to prevent and detect fraud, and for informing us about all known or suspected fraud affecting the government involving (1) management, (2) employees who have significant roles in internal control, and (3) others where the fraud could have a material effect on the financial statements. Your responsibilities include informing us of your knowledge of any allegations of fraud or suspected fraud affecting the government received in communications from employees, former employees, regulators, or others. In addition, you are responsible for identifying and ensuring that the City complies with applicable laws and regulations. 952.835.9090 • Fax 952.835.3261 www.aemcpas.com ALG- CL -1.1 City GAAS Eng Ltr City of Corcoran October 29, 2013 Page 3 You are responsible for the preparation of the supplementary information in conformity with U.S. generally accepted accounting principles. You agree to include our report on the supplementary information in any document that contains and indicates that we have reported on the supplementary information. You also agree to include the audited financial statements with any presentation of the supplementary information that includes our report thereon. Your responsibilities include acknowledging to us in the representation letter that (1) you are responsible for presentation of the supplementary information in accordance with GAAP; (2) that you believe the supplementary information, including its form and content, is fairly presented in accordance with GAAP; (3) that the methods of measurement or presentation have not changed from those used in the prior period (or, if they have changed, the reasons for such changes); and (4) you have disclosed to us any significant assumptions or interpretations underlying the measurement or presentation of the supplementary information. With regard to the electronic dissemination of audited financial statements, including financial statements published electronically on your website, you understand that electronic sites are a means to distribute information and, therefore, we are not required to read the information contained in these sites or to consider the consistency of other information in the electronic site with the original document. Audit Procedures - General An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements; therefore, our audit will involve judgment about the number of transactions to be examined and the areas to be tested. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We will plan and perform the audit to obtain reasonable rather than absolute assurance about whether the financial statements are free of material misstatement, whether from (1) errors, (2) fraudulent financial reporting, (3) misappropriation of assets, or (4) violations of laws or governmental regulations that are attributable to the City or to acts by management or employees acting on behalf of the City. Because of the inherent limitations of an audit, combined with the inherent limitations of internal control, and because we will not perform a detailed examination of all transactions, there is a risk that material misstatements may exist and not be detected by us, even though the audit is properly planned and performed in accordance with U.S. generally accepted auditing standards. In addition, an audit is not designed to detect immaterial misstatements, or violations of laws or governmental regulations that do not have a direct and material effect on the financial statements. However, we will inform the appropriate level of management of any material errors, any fraudulent financial reporting, or misappropriation of assets that come to our attention. We will also inform the appropriate level of management of any violations of laws or governmental regulations that come to our attention, unless clearly inconsequential. Our responsibility as auditors is limited to the period covered by our audit and does not extend to any later periods for which we are not engaged as auditors. Our procedures will include tests of documentary evidence supporting the transactions recorded in the accounts, and may include tests of the physical existence of inventories, and direct confirmation of receivables and certain other assets and liabilities by correspondence with selected individuals, funding sources, creditors, and financial institutions. We will request written representations from your attorneys as part of the engagement, and they may bill you for responding to this inquiry. At the conclusion of our audit, we will require certain written representations from you about the financial statements and related matters. Audit Procedures - Internal Control Our audit will include obtaining an understanding of the City and its environment, including internal control, sufficient to assess the risks of material misstatement of the financial statements and to design the nature, timing, and extent of further audit procedures. An audit is not designed to provide assurance on internal control or to identify deficiencies in internal control. However, during the audit, we will communicate to management and those charged with governance internal control related matters that are required to be communicated under AICPA professional standards. 952.835.9090 • Fax 952.835.3261 www.aemcpas.com ALG- CL -1.1 City GAAS Eng Ltr City of Corcoran October 29, 2013 Page 4 Audit Procedures - Compliance As part of obtaining reasonable assurance about whether the financial statements are free of material misstatement, we will perform tests of the City's compliance with the provisions of applicable laws, regulations, contracts, and agreements. However, the objective of our audit will not be to provide an opinion on overall compliance and we will not express such an opinion. Engagement Administration, Fees, and Other We may from time to time, and depending on the circumstances, use third -party service providers in serving your account. We may share confidential information about you with these service providers, but remain committed to maintaining the confidentiality and security of your information. Accordingly, we maintain internal policies, procedures, and safeguards to protect the confidentiality of your personal information. In addition, we will secure confidentiality agreements with all service providers to maintain the confidentiality of your information and we will take reasonable precautions to determine that they have appropriate procedures in place to prevent the unauthorized release of your confidential information to others. In the event that we are unable to secure an appropriate confidentiality agreement, you will be asked to provide your consent prior to the sharing of your confidential information with the third -party service provider. Furthermore, we will remain responsible for the work provided by any such third -party service providers. We understand that your employees will prepare all cash or other confirmations we request and will locate any documents selected by us for testing. We expect to begin our audit in March 2014 and to issue our reports no later than June 30, 2014. Andrew K. Berg, CPA is the engagement partner and is responsible for supervising the engagement and signing the report or authorizing another individual to sign it. Our fee for these services will be as follows: Audit 2013 TIF Reporting Forms 2013 Office of the State Auditor's Reporting Form 17,690 640 610 The fee is based on anticipated cooperation from your personnel and the assumption that unexpected circumstances will not be encountered during the engagement. If significant additional time is necessary, we will discuss it with you and arrive at a new fee before we incur the additional costs. Our invoices for these fees will be rendered each month as work progresses and are payable on presentation. Amounts not paid within 30 days from the invoice date will be subject to a late payment charge of 1 percent per month (12 percent per year). If for any reason the account is turned over for collections, additional fees will be added to cover collections cost. In accordance with our Firm policies, work may be suspended if your account becomes 90 days or more overdue and will not be resumed until your account is paid in full. If we elect to terminate our services for nonpayment, our engagement will be deemed to have been completed upon written notification of termination, even if we have not completed your audit You will be obligated to compensate us for all time expended and to reimburse us for all out -of- pocket expenditures through the date of termination. Except in the event of your failure to make a payment when due, in the event of a dispute related in any way to our services, our Firm and you agree to discuss the dispute and, if necessary, to promptly mediate in a good faith effort to resolve. We will agree on a mediator, but if we cannot, either of us may apply to a court having personal jurisdiction over the parties for appointment of a mediator. We will share the mediator's fees and expenses equally, but otherwise will bear our own attorneys' fees and mediation cost. Participation in such mediation shall be a condition to either of us initiating litigation. In order to allow time for the mediation, any applicable statute of limitations shall be tolled for a period not to exceed 120 days from the date either of us first requests in writing to mediate the dispute. The mediation shall be confidential in all respects, as allowed or required by law, except our final settlement positions at mediation shall be admissible in litigation solely to determine the prevailing party's identify for purposes of the award of attorneys' fees. In the event you fail to make a payment for services or to reimburse for costs advanced by the Firm on your behalf, the Firm reserves the right to take all legally permissible action, including commencement of litigation in lieu of mediation, and shall have the right to collect its costs, including reasonable attorney's fees, incurred in any such collection or litigation activities. 952.835.9090 • Fax 952.835.3261 www.aemcpas.com ALG- CL -1.1 City GAAS Eng Ltr City of Corcoran October 29, 2013 Page 5 We appreciate the opportunity to be of service to the City and believe this letter accurately summarizes the significant terms of our engagement. If you have any questions, please let us know. If you agree with the terms of our engagement as described in this letter, please sign the enclosed copy and return it to us. Sincerely, ABDO, EICK & MEYERS, LLP Certified Public Accountants & Consultants Andrew K. Berg, CPA Governmental Services Partner RESPONSE: This letter correctly sets forth the understanding of the City of Corcoran. LZA Title 952.835.9090 • Fax 952.835.3261 www.aemcpas.com ALG- CL -1.1 City GAAS Eng Ltr FINANCIAL CLAIMS CHECK RANGE 21310 - 21364 Agenda Item: Agenda Item: Date 10/28/13 11/14/13 11/15/13 11/15/13 11/19/13 11/19/13 11/19/13 11/13/13 Total 7a. Paid to Landform Landform Landform Landform Landform Landform Landform Landform Landform Landform Jeff Ophoven Total 7b. Agenda Item 7 a -b. Council Meeting Date: 11/25/2013 Prepared By:jheinecke FUND #500 Escrow Claims Amount Project name 58.00 Satellite Shelters 10 -007 116.00 Ess Development 12 -024 58.00 Lano Equipment 13 -006 609.00 Lennar PUD /EAW 13 -007 75.00 Great River Energy 13 -008 58.00 Corcoran Mini Storage 13 -017 1,508.00 Rockford ISD 13 -023 435.00 Triden Prelim /Final 13 -019 435.00 Meadow Creek 2nd 13 -020 522.00 Lerner Rezone 13 -025 500.00 Escrow Refund 13 -014 4,374.00 Total Fund #500 (See attached Check Detail Register) ALL OTHER FINANCIAL CLAIMS (See attached Check Detail Register) TOTAL AUTO DEDUCTIONS TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements Paid to Amount Walmart -Map Supplies 96.39 Net Payroll PR23 32,477.18 Payroll Taxes 12,470.99 Paychex Fee 261.54 P ERA 8,158.13 Citi Street - 457 Deferred Comp 2,129.15 Citi Street - Health Care Savings 1,348.91 Hartford 356.85 57,299.14 Total amount not reflected in Cash Balances Report $ (63,141.71) 4,374.00 $ 589,017.96 $ 57,299.14 $ 650,691.10 H: \City Hall Information \CITY GOVERNMENT\Council, Commissions & Committees \Council Information\Council Claims \2013 Claims.xls CITY OF CORCORAN CASH BALANCE REPORT NOVEMBER 8, 2013 5 n} u'ndsc r , 3d: Cash :R ?, <, urrn,1ATM q p�T ', t��b GENERAL FUND G 100 -10100 $102,858.39 - $549,170.05 RESERVES DONATION FUND G 201 -10100 $16,426.69 $25,071.39 POLICE DONATION FUND G 202 -10100 $1,601.15 $555.91 FIREARMS SAFETY G 204 -10100 - $87.79 - $980.73 DWI FORFEITURE FUND G 205 -10100 $12,411.18 $11,568.93 DRUG FORFEITURE FUND G 206 -10100 $1,168.62 $1,169.06 TRUCK SAFETY G 207 -10100 $5,575.12 $3,348.97 ASPHALT MAINTENANCE G 305 -10100 $71,453.56 $71,480.50 POLICE CAPITAL FUND G 308 -10100 $10,278.55 $36,837.89 D /S- EQUIPMENT CERTS G 309 -10100 - $24,538.52 - $69,088.42 CO. RD. 19 IMPROVEMENT G 310 -10100 - $2,333.60 $134,195.51 2012B PUBLIC WORKS BOND D/S G 311 -10100 $34,125.00 $0.00 TAX INCREMENT FINANCING G 401 -10100 $1,687,032.86 $1,531,995.60 INFRASTRUCTURE PLANNING G 402 -10100 - $62.48 - $768.33 FACILITY EXPANSION D/S G 407 -10100 - $13,341.00 - $15,693.30 PW CAPITAL FUND G 410 - 10100 $4.32 $5.28 PUBLIC WORKS FACILITY G 411 -10100 $1,237,952.91 $3,931,256.65 PARK CAPITAL FUND- DEDICATION G 415 -10100 $342,432.92 $332,388.50 CAPITAL - EQUIPMENT CERTS G 416 -10100 $3,165.20 $73,450.77 SHANNON LANE G 417 -10100 $1,765.00 $1,639.89 ESCROW HOLDING FUND G 500 -10100 $135,753.99 $23,516.80 CIVIC ORGANIZATIONS G 501 -10100 $6,000.09 $6,000.09 WATER G 601 -10100 - $20,456.47 $0.00 SEWER G 602 -10100 - $13,695.29 $0.00 INVESTMENT CONTROL G 999 -10100 $4,787.60 $6,272.81 Total Cash 3,600,278.00 5,555,053.72 Farmers Savings Acct PARK CAPITAL FUND - MEMORIAL G 415 -10102 9,163.98 10,65673 Change in Market Value GENERAL FUND G 100 -10105 (2,415.42) 6,168.30 Grand Total Cash 3,607,026.56 5,571,878.05 Due to Other Funds INFRASTRUCTURE PLANNING G 402 -20700 (177,632.76) (176,992.76) SHANNON LANE G 417 -20700 (96,782.09) (100,305.06) Total Due to Other Funds (274,414.85) (277,297.82) CORCORAN, MN 11/19/131:27 PM Page 1 *Check Detail Register© November 2013 Check Amt Invoice Comment 10100 Farmers State Bank Paid Chk# 021310 11/25/2013 3D SPECIALTIES E 100 - 43100 -210 Operating Supplies (GENERAL) $131.99 443953 SUPPLIES Total 3D SPECIALTIES $131.99 5/2013 A -1 OUTDOOR POWER INC E 100 - 45200 -210 Operating Supplies (GENERAL) $427.23 327521 BACKPACK BLOWER /SUPPLIES Total A -1 OUTDOOR POWER INC $427.23 789529 SQUAD FUEL ..,.,.N... ,- _... - -,�. Paid Chk# 021312 ,. ,_... 11/25/2013 ACME TOOLS�� ... ........... 789824 ... . ............. .... _.- .�.,,. -., _ ,._....,v, - ,._, -, E 100 - 41941 -520 Buildings and Structures $480.9_4 2259300 FLAME RETARDANT CABINET PW Towels Total ACME TOOLS $480.94 $33.73 470325174 .,,�, ..�.�. „, Paid Chk# 021313 ,..,,:.,, . a, ,. -. - .,.- -, ..- -,.,.. ,_.. ... �.. 11/25/2013 ADAMS PEST CONTROL, INC. ,...,, ,...., �,,..... �,... w ............. ....._.,.�....,.- .,.- .- ._.. -.-. ,_..,...,�,.. E100-41941-210 Operating Supplies (GENERAL) $84.97 846659 Pest Control Quarterly Service Total ADAMS PEST CONTROL, INC. $84.97 Office Supplies (GENERAL) $343.60 Pald Chk# 021314 11/25/2013 B & D PLUMBING HEATING & AC Total CDW GOVERNMENT E 411 - 43100 -520 Buildings and Structures $76,071.25 PAY 5 CATEGORY 8, PAY 5 Total B & D PLUMBING HEATING & AC $76,071.25 Utility & Services (GENERAL) $36.25 Paid Chk# 021315 11!25/2013 B &B SHEET METAL &ROOFING E 100 - 45200 -380 Utility & Services (GENERAL) E411-43100-520 Buildings and Structures $104,369.77 PAY 2 CATEGORY 6, PAY 2 Total B &B SHEET METAL & ROOFING $104,369.77 Paid Chk# 021316 .,_„..,.a. ,..-_ ...�... 11/25/2013 � BEAUDRY�OIL OOMPANY .�... -a.. ... ....w,.�. -. -_,. ,_.�.. -, .,. ., - - -.w„ ..,.- ...»,._, ..__ -- .......... E 100- 42100 -212 Motor Fuels $1,264.37 789529 SQUAD FUEL E 100- 43100 -212 Motor Fuels $901.60 789824 DIESEL FUEL E 100 - 42100 -212 Motor Fuels $1,260.89 789825 SQUAD FUEL PW Towels Total BEAUDRY OIL COMPANY $3,426.86 $33.73 470325174 Paid Chk# 021317 11/25!2013 CAW GOVERNMENT Operating Supplies (GENERAL) $158.51 470325175 E 100 - 41941 -200 Office Supplies (GENERAL) $171.80 GS99556 THUMB DRIVE E 100- 42100 -200 Office Supplies (GENERAL) $343.60 G399556 THUMB DRIVE Total CDW GOVERNMENT $515.40 Paid Chk# 021318 11/25/2013 CENTERPOINT ENERGY HOUSTON E 100 - 41941 -380 Utility & Services (GENERAL) $36.25 110613 NATURAL GAS E 100 - 45200 -380 Utility & Services (GENERAL) $28.45 110613 NATURAL GAS Total CENTERPOINT ENERGY HOUSTON $64.70 Paid Chk# 021319 11/25/2013 CINTAS -470 E 100- 43100 -417 Uniforms $92.24 470312851 PW Uniforms E 100- 42100 -223 Building Repair Supplies $33.73 470321848 FLOOR MATS E 100- 41941 -210 Operating Supplies (GENERAL) $49.55 470321849 City Hall Scraper Mat E 100 - 43100 -210 Operating Supplies (GENERAL) $79.58 470321850 PW Towels E 100 - 42100 -223 Building Repair Supplies $33.73 470325174 FLOOR MATS E 100 - 41941 -210 Operating Supplies (GENERAL) $158.51 470325175 City Hall Scraper Mat CORCORAN, MN 11/19/13 1:27 PM Page 2 *Check Detail Register© November 2013 ,..w,.�...., w,w,.... .,..,..�,„.»..,. R...„„. .,.. ww. .».- ---, -- -. , � .......... .......�...- e._...„,.,,.,„....w Pald Ghk# 021326 11!25/2013 EH RENNER &SONS INC E 411- 43100 -520 Buildings and Structures $11,257.50_ PAY 2 WELL, PAY 2 Total EH RENNER & SONS INC $11,257.50 Paid Chk #w „.,�,rw.. �, ,.,.._. ..., -.,.. _w..._ .. .e ._......_. .....,m. -_�,. ...,._�.,_ �. ... -.._. .. _. ........ -., -,. .. .__..._... 021327 11/25!2013 FADE, GERALD /J EANIE E602-49450-310 Other Professional Services $100.00 ROE ROE AGREEMENT Total FAUE, GERALDIJEANIE $100.00 Paid Chk# 021328 11/25/2013 FERN COMPANIES E 411- 43100 -520 Buildings and Structures $91,576.62 PAY 7 CATEGORY 1, PAY 7 Total FEHN COMPANIES $91,576.62 „ .,.,.,,,. -..�, m.a..... .�.. _e.m... ,.,,. Paid Chk# 021329 11/25/2013 GARY 5 DIESEL SERVICE INC E 100 - 43100 -220 Repair /Maint Supply (GENERAL) Check Amt Invoice Comment c ti75'a, � lY0Stit7ttit�'-" �Ct?nxia" �1; tii?I, �4a :.a`\u;r'tiW:rit'4`L'LY:R`k`:' _ffiLl4'L5iV1:3:. "7i1"iSr'�.`.4`L">d Y4Wlli1k;;tY E100- 43100 -417 Uniforms $94.29 470325176 PW Uniforms Total CINTAS -470 $541.63 Repair /Maint Supply (GENERAL) $80.00 Paid Chk# 021320 11125/2013 COMCAST- INTERNET E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $80.00 E 100 - 42100 -321 Telephone $63.70 110513 PD INTERNET E 100 - 41941 -321 Telephone $63.71 110513 CITY HALL INTERNET Total COMCAST- INTERNET $127.41 Paid Chk# 02 -.�.. 1321 �..._, -.�., m..,..,_ 11%25%2013 COX, JAMES /F<AARI u.. ..._ -_ .,_.� -_-n.� ..,... .. .. „- ._._..., -. ..,---- , -, --,, ..�......� --------- .... . . ..... E602-49450-310 Other Professional Services $100.00 ROE ROE AGREEMENT Total COX, JAMES /KAARI $100.00 Paid Chk# 021322 11/25/2013 DAVEY, KENNETH E 602 - 49450 -310 Other Professional Services $100.00 ROE ROE AGREEMENT Total DAVEY, KENNETH $100.00 Paid Chk# 021323 11/25/2013 DONALD SALVERDA 8 ASSOC E 100 - 43100 -208 Training and Instruction $94.04 P130310C BOOKS/WEST METRO MANAGER /ADMINISTRATORS Total DONALD SALVERDA & ASSOC $94.04 ,. .eaM.w m„„,.,.�., Paid Chk# 021324 _f ", . .....,. a.. 11/25/2013 EBERT CONSTRUCTION ,R,m..� .. „_, -.., ,a „- ,_.,ro.... ..�......_ ...- ......_ .m.,,_..,,_,,..... -_._ E 411 - 43100 -520 Buildings and Structures $12,569.00 310301 FUEL ISLAND CONCRETE E 411- 43100 -300 Professional Srvs (GENERAL) $21,517.50 PAY 11 CM PAY #11 Total EBERT CONSTRUCTION $34,086.50 M PUBLISHERS INC ..-- ... ,w.. ,.....mm,. _....�., .,-.. _,..,_, E 100 - 41941 -352 General Notices and Pub Info _ $104.34 4.7181 MAPLE HILL BIDS Total ECM PUBLISHERS INC $104.34 ,..w,.�...., w,w,.... .,..,..�,„.»..,. R...„„. .,.. ww. .».- ---, -- -. , � .......... .......�...- e._...„,.,,.,„....w Pald Ghk# 021326 11!25/2013 EH RENNER &SONS INC E 411- 43100 -520 Buildings and Structures $11,257.50_ PAY 2 WELL, PAY 2 Total EH RENNER & SONS INC $11,257.50 Paid Chk #w „.,�,rw.. �, ,.,.._. ..., -.,.. _w..._ .. .e ._......_. .....,m. -_�,. ...,._�.,_ �. ... -.._. .. _. ........ -., -,. .. .__..._... 021327 11/25!2013 FADE, GERALD /J EANIE E602-49450-310 Other Professional Services $100.00 ROE ROE AGREEMENT Total FAUE, GERALDIJEANIE $100.00 Paid Chk# 021328 11/25/2013 FERN COMPANIES E 411- 43100 -520 Buildings and Structures $91,576.62 PAY 7 CATEGORY 1, PAY 7 Total FEHN COMPANIES $91,576.62 „ .,.,.,,,. -..�, m.a..... .�.. _e.m... ,.,,. Paid Chk# 021329 11/25/2013 GARY 5 DIESEL SERVICE INC E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $125.00 20712 E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $140.77 20714 E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $125.00 20726 E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $80.00 20729 E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $80.00 20734 E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $80.00 20735 E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $191.52 20737 DOT INSPECTION /REPAIR AS NEEDED DOT INSPECTION /REPAIR AS NEEDED DOT INSPECTION /REPAIR AS NEEDED DOT INSPECTION /REPAIR AS NEEDED DOT INSPECTION /REPAIR AS NEEDED DOT INSPECTION /REPAIR AS NEEDED DOT INSPECTION /REPAIR AS NEEDED CORCORAN, MN 11/19/13 1 27 PM Page 3 `Check Detail Register© November 2013 Check Amt Invoice Comment E100-43100-220 Repair /Maint Supply (GENERAL) $301.90 20739 DOT INSPECTION/REPAIR AS NEEDED Total GARY S DIESEL SERVICE INC $1,124.19 Paid Chk# 021330 11/25/2013 HAUGO OTECHNICAL SERVICES LL E 411 - 43100 -520 Buildings and Structures $4,231.78 PAY 5 TESTING, PAY 5 )tal HAUGO GEOTECHNICAL SERVICES LL $4,231.78 Paid Chk# 021331 11/25/2013 HEALTH PARTNERS E 100 -41300 -131 Employer Paid Health $164.77 44953295 EMPLOYER PAID HEALTH E 100 - 42100 -131 Employer Paid Health $132.52 44953295 EMPLOYER PAID HEALTH E 100 - 41400 -131 Employer Paid Health $34.99 44953295 EMPLOYER PAID HEALTH E 100 - 43100 -131 Employer Paid Health $160.07 44953295 EMPLOYER PAID HEALTH E 100-42102-131 Employer Paid Health $102.23 PLANNING EMPLOYER PAID HEALTH 21770 Total HEALTH PARTNERS $594.58 _44953295 $1,508.00 21770 PLANNING Paid Chk# 021332 11125/2013 KELLINGTON CONSTRUCTION INC E 411 - 43100 -520 Buildings and Structures $37,647.25_ PAY 5 CATEGORY 5, PAY 5 Total KELLINGTON CONSTRUCTION INC $37,647.25 — n,_r_, -- -..,.. Paid Chk# 021333 11/25/2013 KNIFE RIVER CORPORATION E 100 - 43100 -232 Gravel $1,699.32 _323485 BLOCKS /SHED Total KNIFE RIVER CORPORATION $1,699.32 w.,..._,., ,.....- ,. e....e..,, ,. „.. „. _.m,.,.- ...,,a_. ._...., ___,... - .....a_,.. -. .. .............e.._ . ...... Paid Chk #021334 11/25/2013 LANDFORM G 500 -20262 Satellite Shelters 10 -007 $58.00 21766 PLANNING G 500 -20299 Ess Development $116.00 21769 PLANNING E 100 - 41910 -300 Professional Srvs (GENERAL) $2,340.18 21770 PLANNING E 100 - 41910 -300 Professional Srvs (GENERAL) $200.00 21770 CITY MEETINGS E 100 - 41910 -300 Professional Srvs (GENERAL) $232.00 21770 DENSITY ORDINANCE G 500 -20313 Lano Equip $58.00 21770 PLANNING G 500 -20308 Lerner PUD /EAW $609.00 21770 PLANNING G 500 -20309 Great River Energy $75.00 21770 PLANNING G 500 -20316 Corcoran Mini Storage $58.00 21770 PLANNING G 500 -20322 ROCKFORD ISD 883 $1,508.00 21770 PLANNING G 500 -20318 Triden Prelim /Final $435.00 21770 PLANNING G 500 -20319 Meadow Creek Estates 2nd Addn $435.00 21770 PLANNING G 500 -20321 LENNAR- RAVINIA $522.00 21770 PLANNING Total LANDFORM $6,646.18 Paid Chk# 021335 11!251201$ LOBERG ELECTRIC INC E 411 - 43100 -520 Buildings and Structures $48,112.75 PAY 4 CATEGORY 9, PAY 4 Total LOBERG ELECTRIC INC $48,112.75 .,.._,,. .,i3� Paid Chk# 021336 „„.,., „e... .,.., ,_.._„ 17/25/2013 LOFFLER .. ...., -._. ...,.. -_..- _.. ,y ,._..„..m.„ __........- .,,.,.._,. -_ ..... .. .... .._._.- E 100- 41951 -207 Computer Supplies $75.00 1653146 SPAM FILTERING E 100 - 41951 -300 Professional Srvs (GENERAL) $300.00 1653146 MONTHLY MAINTENANCE X2 SERVERS E 100- 41130 -351 Newsletter Expenses $576.58 1654256 2013 FALL NEWSLETTER E 100- 41941 -207 Computer Supplies $637.81 1654256 COPIER - CONTRACT CORCORAN,MN 11119/131:27 PM Page 4 *Check Detail Register@ November 2013 Check Amt Invoice Comment Total LOFFLER $1,589.39 Paid Chk# 021337 11/25/2013 MCGEE, TIMOTHYIMAVIS E602-49450-310 Other Professional Services $100.00 ROE ROE AGREEMENT Total MCGEE, TIMOTHY/MAVIS $100.00 . .... ................. ..... .... . ... . .... id Chk# 021338 11125/2013 MENARDS MAPLE GROVE E 100-43125-210 Operating Supplies (GENERAL) $2,231.31 27390 SHED E100-41941-210 Operating Supplies (GENERAL) $39.45 27592 SUPPLIES E 100-43100-210 Operating Supplies (GENERAL) $20.27 28022 SUPPLIES Total MENARDS MAPLE GROVE $2,291.03 Paid Chk# 021339 11/25/2013 MINI -Efi-FF,-E& '- -------- ------ - ------- - ...... ------- E 411-43100-210 Operating Supplies (GENERAL) $52.84 67090 Portable Biffs-CO RD 19 Total MINI BIFF, LLC $52.84 Paid Chk# 021340 11/25/2013 V6UN" 6N6kF --- --- — ....... ........... . . .... . E 411-43100-520 Buildings and Structures $2,537.45 PAY 3 CATGORY 2, PAY 3 Total MOLIN CONCRETE PRODUCTS CO $2,537.45 aid Chk# 021341 11/25i2013 M-R SIGN COINC E 100-43100-226 Sign Repair Materials $282.47___179351 SIGN REPAIR Total M-R SIGN CO INC $282.47 Paid Chk# 021342 ........... �di 3 ... ..... . ... ........ .. E 201-42100-210 Operating Supplies (GENERAL) $220.50 4744 EMT-B INITIAL COURSE E 100-42100-208 Training and Instruction —$50.00 PSA615 FIRST RESPONDER REFRESHER Total NORTH MEMORIAL EMS EDUCATION $270.50 Palsdhi 021343 ...... 11/E&1'3 -N6kf4DA6Sh&ITF&'fEi - Iii -- . ....... ---- ....... .... ---- , - ...... E 602-49450-300 Professional SNs (GENERAL) $360.00 3452 FINANCIAL PLANNING E 601-49400-300 Professional Srvs (GENERAL) $360.00 -$720.00 3452 FINANCIAL PLANNING Total NORTHLAND SECURITIES INC 15WI11--11------- j Chk# 1--,- - I ------ 1----1----11-1--- .- ,_„_,...1 E 100-41941-200 Office Supplies (GENERAL) $79.93 682290928001 SUPPLIES Total OFFICE DEPOT $79.93 Paid Chk# 021345 11/25/2013 OPHOVEN, JEFF G 500-20314 Ophoven Total OPHOVEN, JEFF P��ja" �--6�134C-'Tiii6dfi 3 -P�fEkgb'k, -G'A'R"Y-"-'-"' E602-49450-310 Other Professional Services Total PETERSON, GARY Paid Chk# 021347 11/25/2013 PRAMANN JR, WARREN R 100-42400-32210 Bldg /Plan Review Fees $500.00 ESCROW ESCROW REFUND $500.00 $100.00 ROE ROE AGREEMENT V-6-0.00 $52.00 REFUND 2013-00218 C[}RCORAN`MN 11/18831:27pm Page *Check ���"U� "*�� /��u��o ""�K�����nvv November 2013 PaidChk* 021351 11u5/2013 SPRINT s100-43100-321 Telephone $231.04 3912$33151*4 CELL SERVICE E100-42100-321Telephone $e63a03812V33151f4 CELL SERVICE Total SPRINT $494.6+ E411`1310n-52o Buildings and Structures $15u,5or.45 PAY 5 CATEGORY 3. PAY 5 o| 8TssN8ERG\wxTnooC0mSlKUCTK)w *1--��------ E416-mi00-331 Vehicle Expense Check Amt Invoice 11054924 #558 LABOR/EMERGENCY LIGHTING Total STRBCHEnS POLICE EQUIPMENT $499.98 Total PRAMANN JR, WARREN $52.00 E100-45200'210 Operating Supplies (oswERA4 �$1,237.60 4344 E4i1-43)oo-210 Operating Supplies yGswERxL> $320.00 1873359 CONSTRUCTION WASTE 'Pa�(��������~~~�l���/��is^~, Total RAN ovSSANITATION $320.00 1�/zsmu1zVemz0wVv|RELESS --~'~�~~^~^~-'-�-~^���---~�~~~ .... ~~- s100-^19*i^^00 Repairs &ma|o`Cont(GENERAL $380A8 47069 MONTHLY CITY HALL CLEANING s100'^310o'22oRopoir/maim Supply <Gswsn^L> $716.82 W26309 GRADER REPAIR Total eo0Eou|pmswToU. *71682 E10o':31o0'210 Operating Supplies (8swsnAL) $116.75 159655 CYLINDER e60z'1o*so'310 Other Professional Services ��----'--- $100.00 ROE ROE AGREEMENT Total va SCHvv��as oxm|EL/Kxroxvm ' �100 00 PaidChk* 021351 11u5/2013 SPRINT s100-43100-321 Telephone $231.04 3912$33151*4 CELL SERVICE E100-42100-321Telephone $e63a03812V33151f4 CELL SERVICE Total SPRINT $494.6+ E411`1310n-52o Buildings and Structures $15u,5or.45 PAY 5 CATEGORY 3. PAY 5 o| 8TssN8ERG\wxTnooC0mSlKUCTK)w *1--��------ E416-mi00-331 Vehicle Expense $499.98 -���----'-' 11054924 #558 LABOR/EMERGENCY LIGHTING Total STRBCHEnS POLICE EQUIPMENT $499.98 E100-45200'210 Operating Supplies (oswERA4 �$1,237.60 4344 SUPPLIES/HOSE AND COUPLERS Total SUMMIT SUPPLY CORPORATION _7 $1.237.60 Total US BANK $3576 'Pa�(��������~~~�l���/��is^~, dk pamcxx*oz1:oo 1�/zsmu1zVemz0wVv|RELESS --~'~�~~^~^~-'-�-~^���---~�~~~ .... ~~- s100-^19*i^^00 Repairs &ma|o`Cont(GENERAL $380A8 47069 MONTHLY CITY HALL CLEANING 9713970450 Total TsG8sTE $380.48 E10o':31o0'210 Operating Supplies (8swsnAL) $116.75 159655 CYLINDER Total TOLL GAS AND WELDING SUPPLY $11675 E100-43100-22o RopaimwaimSupply (aawsnA4 TRUCK REPAIR Total TuvvMxSTER �»�cw�o�353347 �1.2z*79 s10o'41o41'300 Professional Sws(0ewsRAL) $35.75 8409212 H8A MAINTENANCE FEE Total US BANK $3576 pamcxx*oz1:oo 1�/zsmu1zVemz0wVv|RELESS ------------------ s1oo'^2100'321Telephone $245.07 9713970450 AIR CARDS MoC CORCORAN, MN 11/19/131:27 PM Page 6 *Check Detail Register© November 2013 Check Amt Invoice Comment k"TotaSu"9U ERIZ Total VERIZON WIRELESS WI $245.07 5.07 Paid Chk# 021360 11125/2013 WESTSIDE WHOLESALE TIRE E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $317.65 712412 PARTS Total WESTSIDE WHOLESALE TIRE $317.65 E 100 - 45200 -380 Utility & Services (GENERAL) $10.78 111013 8200 COUNTY RD 116 E 100 - 43100 -380 Utility & Services (GENERAL) $146.33 111013 PUBLIC WORKS E 100 - 45200 -380 Utility & Services (GENERAL) $12.88 111013 75TH AVE & HWY 116 E 100 - 43100 -381 Street /Signal Lights $12.88 111013 Co Rd 10 & Maple Hili: 7300 E 100- 43100 -381 Street/Signal Lights $36.94 111013 CTY RD 10 1CTY RD 116 SIGNAL E 100 - 45200 -380 Utility & Services (GENERAL) $56.73 111013 BALL PARK E 100 - 42100 -380 Utility & Services (GENERAL) $9.65 111013 SIREN MAPLE HILL E 100 - 41941 -380 Utility & Services (GENERAL) $20.67 111013 SCHOOL PROPERTY E 100 - 41941 -380 Utility & Services (GENERAL) $819.16 111013 8200 COUNTY RD 116 E 100 - 42100 -380 Utility & Services (GENERAL) $9.65 111013 CIVIL DEFENSE SIREN E 100 - 42100 -380 Utility & Services (GENERAL) $22.87 111013 6510 CTY RD 116 /SIREN 150 -1680 E 100- 43100 -381 Street /Signal Lights $21.90 111013 Cc Rd 10 & 50: 7700 E 100 - 43100 -381 Street/Signal Lights $21.90 111013 Co Rd 10 & Treptaus: 7400 E 100 - 43100 -381 Street/Signal Lights $21.90 111013 Cc Rd 10 & St Thomas: 7500 E 100 - 43100 -381 Street /Signal Lights $21.90 111013 Cc Rd 10 & Stanchion: 7600 E 601 -49400 -380 Utility & Services (GENERAL) _ $8.85 111013 19090 BASS LAKE RDMATERFLOW Total WRIGHT HENNEPIN ELECTRIC $1,254.99 Paid Chk #021 �" 362 .. "m.,. m,. ",.... 17/25/2013 XCEL ENERGY - E 100 - 43100 -381 Street/Signal Lights --j26 $26.7_6 389651052 Street Lighting Total XCEL ENERGY .76 Paid Chk# 021363 11%25/2013 XCEL ENERGY E 100 -43100 -380 Utility & Services (GENERAL) $440.42 389909603 CO RD 19 Total XCEL ENERGY $440.42 Paid Chk# 02136 364 25i . ,_,_ -E,- _.. °-_ 1112512013 YATES, JEFFREY &MARY E602-49450-310 Other Professional Services $100.00 ROE ROE AGREEMENT Total YATES, JEFFREY & MARY $1.00 00 10100 Farmers State Bank $593,391.96 CORCORAN, MN 11/19/13 1:27 PM Page 7 *Check Detail Register© November 2013 Check Amt Invoice Comment Fund Summary 10100 Farmers State Bank 100 GENERAL FUND $23 017 47 201 RESERVES DONATION FUND $220.50 411 PUBLIC WORKS FACILITY $563,851.16 416 CAPITAL - EQUIPMENT CERTS $499.98 500 ESCROW HOLDING FUND $4,374.00 601 WATER $368.85 602 SEWER $1,060.00 $593,391.96 WRIGHT- HENNEPIN ELECTRIC PC Box 77027 Minneapolis CORCORAN,MN *Check Stub MN 55480 -7727 11/19/13 1:23 PM Check# 51 11/25/2013 Check Total $1,254.99 111013 $22.87 E 100 - 42100 -380 6510 CTY RD 116 1SIREN 150 -1680 $0.00 $22.87 $146.33 E 100 - 43100 -380 PUBLIC WORKS $0.00 $169.20 $56.73 E 100- 45200 -380 BALL PARK $0.00 $225.93 $9.65 E 100 - 42100 -380 CIVIL DEFENSE SIREN $0.00 $235.58 $9.65 E 100 - 42100 -380 SIREN MAPLE HILL $0.00 $245.23 $20.67 E 100- 41941 -380 SCHOOL PROPERTY $0.00 $265.90 $36.94 E 100- 43100 -381 CTY RD 10 /CTY RD 116 SIGNAL $0.00 $302.84 $8.85 E 601- 49400 -380 19090 BASS LAKE RDNVATERFLOW $0.00 $311.69 $12.88 E 100 - 45200 -380 75TH AVE & HWY 116 $0.00 $324.57 $12.88 E 100 - 43100 -381 Co Rd 10 & Maple Hill: 7300 $0.00 $337.45 $21.90 E 100- 43100 -381 Cc Rd 10 & Treptaus: 7400 $0.00 $359.35 $21.90 E 100- 43100 -381 Co Rd 10 & St Thomas: 7500 $0.00 $381.25 $21.90 E 100 - 43100 -381 Co Rd 10 & Stanchion: 7600 $0.00 $403.15 $21.90 E 100 - 43100 -381 Cc Rd 10 & 50: 7700 $0.00 $425.05 $10.78 E 100 - 45200 -380 8200 COUNTY RD 116 $0.00 $435.83 $819.16 E 100- 41941 -380 8200 COUNTY RD 116 $0.00 $1,254.99 Check Total $1,254.99 CORCORAN,MN *Check Stub WRIGHT- HENNEPIN ELECTRIC PO Box 77027 11/19/13 1:23 PM Check# 51 11/25/2013 Minneapolis MN 55480 -7727 <; Invoice r, J� 111013 $22.87 E 100 - 42100 -380 6510 CTY RD 116 /SIREN 150 -1680 $0.00 $22.87 $146.33 E 100- 43100 -380 PUBLIC WORKS $0.00 $169.20 $56.73 E 100 - 45200 -380 BALL PARK $0.00 $225.93 $9.65 E 100- 42100 -380 CIVIL DEFENSE SIREN $0.00 $235.58 $9.65 E 100 - 42100 -380 SIREN MAPLE HILL $0.00 $245.23 $20.67 E 100 - 41941 -380 SCHOOL PROPERTY $0.00 $265.90 $36.94 E 100 - 43100 -381 CTY RD 10 /CTY RD 116 SIGNAL $0.00 $302.84 $8.85 E 601 - 49400 -380 19090 BASS LAKE RD/WATERFLOW $0.00 $311.69 $12.88 E 100 - 45200 -380 75TH AVE & HWY 116 $0.00 $324.57 $12.88 E 100 - 43100 -381 Co Rd 10 & Maple Hill: 7300 $0.00 $337.45 $21.90 E 100 - 43100 -381 Cc Rd 10 & Trepta us: 7400 $0.00 $359.35 $21.90 E 100 - 43100 -381 Co Rd 10 & St Thomas: 7500 $0.00 $381.25 $21.90 E 100 - 43100 -381 Co Rd 10 & Stanchion: 7600 $0.00 $403.15 $21.90 E 100- 43100 -381 Cc Rd 10 & 50: 7700 $0.00 $425.05 $10.78 E 100 - 45200 -380 8200 COUNTY RD 116 $0.00 $435.83 $819.16 E 100 - 41941 -380 8200 COUNTY RD 116 $0.00 $1,254.99 Check Total $1,254.99 City of Corcoran Consultant Summary 11/25/2013 Name Invoice Date Check # Amount Due Landform 11/06/13 21334 6,646.18 Northland Securities 11/07/13 21343 720.00 Total 7,366.18 HACity Hall Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Information \Council Claims\2013 Claims.xls City of Corcoran 8200 County Road 116 Corcoran, MN 55340 City of Corcoran Projects COR10008.GEN ContracVPO #. For Services Rendered Through 10131/2013 10.007 - Satellite Shelters. Inc. (city file 10.007) 61 - Meeting with Applicant Professional Services L A N D F O R M fro;r, Site to Finish 0 0 4 105 South h1th Avenue Tvi: G12 -252- 9+:;70; Suite. 513 Fa,x P.'12- 252-90 "17 Minncapo(rs, MN 55401 Web: landforrr not INVOICE_ No 21766 110111 -TWOR] Employee Hours Rate Amount Lindahl, Kendra S .50 116.00 $58.00 Total Professional Services for 61 $58.00 Total Charges for 61 - Meeting with Applicant $58.00 Total Charges for 10.007 - Satellite Shelters. Inc. (city file 10 -007) $58.00 Invoice Amount $58.00 Please remit to: Landform, 105 South Fifth Avenue, Suite 513, Minneapolis, MN 55401 Page 1 of 1 Bill Review Report - Landform Professional Services, LLC As of Thursday, October 31, 2013 Project COR10008.GEN City of Corcoran Projects Client City of Corcoran 8200 County Road 116 Corcoran MN, 55340 Billing Description Unbilled Detail COR10008.GEN- 10.007 -61 Meeting with Applicant Labor Lindahl, Kendra S Principal site visit/refund excrow and LOC /close out file P.O. # Prin. Lindahl, Kendra S P.M. Lindahl, Kendra S Rate Schedule 2013 Corcoran City Rates Date Hrs /Units Rate Markup 10/2/2013 0.50 116.00 Total Labor 0.50 Hold Charge 0.00 58.00 0.00 58.00 0.00 58.00 11/6/2013 8:16:42 AM 1 of 1 City of Corcoran 8200 County Road 116 Corcoran, MN 55340 L A M D From site to Finish 105 South Fifth Avenue Suite 513 Minneapolds, MN 55401 Corcoran Planning Services: General COR12010.GEN Contract /PO #: For Services Rendered Through 1 013 1/2 01 3 .024 - Ess Addition Plat Extension (city file 12-024 also see 05.017 and 08.003) 30 - Review Application Professional Services F O R M Tel: 6't2- 252 -90 ?e7 ('ax: 612- 252 -9077 Web: !and €ofal.net No. 21769 11/06/2013 Employee Hours Rate Amount Lindahl, Kendra S 1.00 116.00 $116.00 Total Professional Services for 30 $116.00 Total Charges for 30 - Review Application $116.00 Total Charges for .024 - Ess Addition Plat Extension (city file 12 -024 also see 05- $116.00 017 and 08 -003) Invoice Amount $116.00 Please remit to: Landform, 105 South Fifth Avenue, Suite 513, Minneapolis, MN 55401 Page 1 of 1 Bill Review Report - Landform Professional Services, LLC As of Thursday, October 31, 2013 COR12010.GEN Corcoran Planning Services:General City of Corcoran P.O. # 8200 County Road 116 Prin. Lindahl, Kendra S Corcoran MN, 55340 P.M. Lindahl, Kendra S Rate Schedule 2013 Corcoran City Rates Billing Description Unbilled Detail Date Hrs /Units Rate Markup COR12010.GEN- .024 -30 Review Application Labor Lindahl, Kendra S Principal 10/28/2013 1.00 116.00 review materails from attorney and draft letter Total Labor 1.00 Hold Charge 0.00 116.00 0.00 116.00 0.00 116.00 11/6/2013 10:02:45 AM 1 of 1 City of Corcoran 8200 County Road 116 Corcoran, NIN 55340 Corcoran Planning Services COR13011.GEN Contract/PO# For Services Rendered Through 10/3112013 .006 - Lane Equipment SPA at 23580 Hwy 55 (city file 13 -006) 30 - Review Application Professional Services ! ! ! L A N t.? from S (e to Finish 905 South Wth Avenrr Suito 513 Minneapoils, hiN 5WA F O R M ! e;: c,1 252 90111 lax "112,:: -9077 Wd): fand €nrm.re? 21770 11/07/2013 Employee Hours Rate Amount Lindahl, Kendra S .50 116.00 $58.00 r,, -d a 0312 Total Professional Services for 30 $58.00 Total Charges for 30 - Review Application $58.00 Total Charges for .006 - Lane Equipment SPA at 23580 Hwy 55 (city file 13 -006) $58.00 .007 - Lennar PUD Sketch Plan and EAW tj f 3 61 -Meeting with Applicant Professional Services Employee Hours Rate Amount Lindahl, Kendra S 5.25 116.00 $609.00 ` Total Professional Services for 61 $609.00 S�� ® 3eg d Total Charges for 61 - Meeting with Applicant $609.00 Total Charges for .007 - Lennar PUD Sketch Plan and EAW $609.00 :008 - Great River Energy SPA and AP at 7251 CR 116 (city file 13 -008) 30 - Review Application Professional Services .= Kinney, Tracey Rae Hours Rate Amount 1.00 75.00 $75.00 Project COR13011.GEN Corcoran Planning Services 21770 Total Professional Services for 30 $75.00 Total Charges for 30 - Review Application $75.00 Total Charges for .008 - Great River Energy SPA and AP at 7251 CR 116 (city file $75.00 13 -008) .017 - Corcoran Mini Storage on CR 10 (City file 13.017) 30 - Review Application Professional Services Employee Lindahl, Kendra S 5019 - � 0x/40 Hours Rate .50 116.00 Total Professional Services for 30 Total Charges for 30 - Review Application Total Charges for.017 - Corcoran Mini Storage on CR 10 (City file 13 -017) .019 - Triden Ridge Estates Second Addition PP and FP (city file 13.019) 90 - Reports /Presentation Professional Services Amount $58.00 $58.00 $58.00 $58.00 Employee Hours Rate Amount Lindahl, Kendra S 3.75 116.00 $435.00 O J (G Total Professional Services for 90 $435.00 0 Total Charges for 90 - Reports /Presentation $435.00 Total Charges for.019 - Triden Ridge Estates Second Addition PP and FP (city $435.00 file 1.3 -019) .020 - Meadow Creek Estates 2nd Addition PP & FP (city file 13.020) 90 - Reports /Presentation Professional Services Employee Hours Rate Amount Lindahl, Kendra S 3.75 116.00 $435.00 S-00 Total Professional Services for 90 $435.00 ,q 0 31 J Total Charges for 90 - Reports /Presentation $435.00 Total Charges for .020 - Meadow Creek Estates 2nd Addition PP & FP (city file $435.00 13 -020) .021 - Ordinance Update - Density Definitions (city file 13.021) 90 - Reports /Presentation Professional Services Employee Hours Rate Amount Lindahl, Kendra S 2.00 116.00 $232.00 Total Professional Services for 90 $232.00 Total Charges for 90 - Reports /Presentation $232.00 Total Charges for .021 - Ordinance Update - Density Definitions (city file 13 -021) Page 2 of 4 Project COR13011.GEN Corcoran Planning Services 30 - Review Application Professional Services 21770 Employee Hours Rate Amount Lindahl, Kendra S 13.00 116.00 $1,508.00 Total Professional Services for 30 $1,508.00 Total Charges for 30 - Review Application $1,508.00 Total Charges for .023 - Rockford Baseball Field SP and CUP (city file 13 -023) $1,508.00 .025 - Lennar PUD, PP and Rezoning (city file 13.025) 30 - Review Application Professional Services Employee Hours Rate Amount Lindahl, Kendra S 4.50 116.00 $522.00 `v N �0 3 Total Professional Services for 30 $522.00 !'� Total Charges for 30 - Review Application $522.00 Total Charges for .025 - Lennar PUD, PP and Rezoning (city file 13 -025) $522.00 90 - City Business Professional Services Employee Hours Rate Amount Kinney, Tracey Rae 7.50 75.00 $562.50 Lindahl, Kendra S 14.00 116.00 $1,624.00 Total Professional Services for $2,186.50 Total Charges for $2,186.50 Total Charges for 90 - City Business $2,186.50 MTG - City Meeting Professional Services Employee Lindahl, Kendra S Total Professional Services for Total Charges for MTG - City Meeting Hours Rate Amount 2.00 100.00 $200.00 $200.00 Total Charges for $200.00 $200.00 Page 3 of 4 Project COR13011.GEN Corcoran Planning Services Reimbursable Reimbursable Payee Lindahl, Kendra S Lindahl, Kendra S Lindahl, Kendra S Lindahl, Kendra S Lindahl, Kendra S Total Charges for Invoice Unit Rate 272 .00 272 .00 272 .00 272 .00 272 .00 Total Reimbursable for 21770 Qty Markup Amount 19.21 1.00 $19.21 19.21 1.00 $19.21 19.21 1.00 $19.21 19.21 1.00 $19.21 76.84 1.00 $76.84 $153.68 Total Charges for $153.68 $153.68 Invoice Amount $6,472.18 Please remit to: Landform, 105 South Fifth Avenue, Suite 513, Minneapolis, MN 55401 Page 4 of 4 Bill Review Report - Landform Professional Services, LLC As of Thursday, October 31, 2013 COR13011.GEN Corcoran Planning Services City of Corcoran P.O. # 8200 County Road 116 Prin. Lindahl, Kendra S Corcoran MN, 55340 P.M. Lindahl, Kendra S Rate Schedule 2013 Corcoran City Rates Billing Description Unbilled Detail Date Hrs /Units Rate Markup Hold Charge 9 COR13011.GEN- .006 -30 Review Application 0.00 58.00 Labor Lindahl, Kendra S Principal 10/2/2013 0.50 116.00 0.00 58.00 review submission and draft email to applicant Total Labor 0.50 0.00 58.00 COR13011.GEN- .007 -61 Meeting with Applicant 0.00 609.00 Labor Lindahl, Kendra S Principal 10 /2/2013 2.00 116.00 0.00 232.00 meeting with applicant and follow up Lindahl, Kendra S Principal 10/3/2013 0.25 116.00 0.00 29.00 call from resident about next steps after saw - Lindahl, Kendra S Principal 10/4/2013 0.25 116.00 0.00 29.00 lane fire lane issue Lindahl, Kendra S Principal 10/8/2013 0.25 116.00 0.00 29.00 additional info from Lennar Lindahl, Kendra S Principal 10/9/2013 0.50 116.00 0.00 58.00 questions from Lennar Lindahl, Kendra S Principal 10/16/2013 2.00 116.00 0.00 232.00 Lennar meetings Total Labor 525 0.00 609.00 COR1301l.GEN- .008 -30 Review Application 0.00 75.00 Labor Kinney, Tracey Rae Planner II 10/31/2013 1.00 75.00 0.00 75.00 Application review Total Labor 1.00 0.00 75.00 COR1 301 1.GEN-.01 7-30 Review Application 0.00 58.00 Labor Lindahl, Kendra S Principal 10/3/2013 0.50 116.00 0.00 58.00 correspondence from applicant about next steps Total Labor 0.50 0.00 58.00 11/6/2013 5:05:46 PM 1 of 5 Bill Review Report - Landform Professional Services, LLC As of Thursday, October 31, 2013 COR13011.GEN- .019 -90 Reports /Presentation 0.00 435.00 Labor Lindahl, Kendra S Principal 10/3/2013 0.75 116.00 0.00 87.00 meeting prep Lindahl, Kendra S Principal 10/16/2013 1.50 116.00 0.00 174.00 council packet Lindahl, Kendra S Principal 10/24/2013 0.50 116.00 0.00 58.00 meeting prep Lindahl, Kendra S Principal 10125/2013 1.00 1.16.00 0.00 116.00 60 day extension letter /research park issues Total Labor 37 0.00 435.00 COR13011.GEN- .020 -90 Reports /Presentation 0.00 435.00 abor Lindahl, Kendra S Principal 10/3/2013 0.75 116.00 0.00 87.00 meeting prep Lindahl, Kendra S Principal 10/1612013 2.00 116.00 0.00 232.00 council packet Lindahl, Kendra S Principal 10/2112013 0.50 116.00 0.00 58.00 additional info from applicant Lindahl, Kendra S Principal 10/24/2013 0.50 116.00 0.00 58.00 meeting prep Total Labor 3.75 0.00 435.00 COR13011.GEN- .021 -90 Reports /Presentation 0.00 232.00 Labor Lindahl, Kendra S Principal 10/3/2013 0.50 116.00 0.00 58.00 meeting prep Lindahl, Kendra S Principal 10/16/2013 1.00 116.00 0.00 116.00 council report Lindahl, Kendra S Principal 10/24/2013 0.50 116.00 0.00 58.00 meeting prep Total Labor 2.00 0.00 232.00 COR13011.GEN- .023 -30 Review Application 0.00 1,508.00 Labor Lindahl, Kendra S Principal 10/2/2013 0.25 116.00 0.00 29.00 discuss possible submittal with brad Lindahl, Kendra S Principal 10/3/2013 0.25 116.00 0.00 29.00 review materials and respond to city staff re process Lindahl, Kendra S Principal 10/412013 0.50 116.00 0.00 58.00 review materials Lindahl, Kendra S Principal 10/8/2013 2.00 116.00 0.00 232.00 draft incomplete letter and Parks report Lindahl, Kendra S Principal 10121/2013 1.00 116.00 0.00 116.00 review comments from agencies Lindahl, Kendra S Principal 10/24/2013 0.50 116.00 0.00 58.00 11/612013 5:05:46 PM 2 of 5 Bill Review Report - Landform Professional Services, LLC As of Thursday, October 31, 2013 reviewing plans Total Labor 4.50 Lindahl, Kendra S Principal 10/29/2013 1.50 116.00 0.00 174.00 review plans 19.21 Other Direct Charaes Lindahl, Kendra S Principal 10/30/2013 3.00 116.00 0.00 348.00 PC report Lindahl, Kendra S 10/31/2013 19.21 0.00 1.00 0.00 Lindahl, Kendra S Principal 10/31/2013 4.00 116.00 0.00 464.00 PC report Total Other Direct Charges 19.21 0.00 19.21 CORI 3011.GEN -90 City Business Total Labor 137 0.00 1,508.00 CORI 3011.GEN- .025 -30 Review Application 0.00 522.00 Kinney, Tracey Rae Labor 10/1/2013 0.50 75.00 0.00 37.50 Lindahl, Kendra S Principal 10/24/2013 1.00 116.00 0.00 116.00 project set up start review Planner It 10/4/2013 3.50 75.00 0.00 262.50 Lindahl, Kendra S Principal 10128/2013 0.50 116.00 0.00 58.00 review plans Planner II 10/7/2013 1.50 75.00 0.00 112.50 Lindahl, Kendra S Principal 10/31/2013 3.00 116.00 0.00 348.00 staff review 10/23/2013 0.50 75.00 0.00 37.50 Schendel concept questions from Paul Robinson. Total Labor 4.50 0.00 522.00 COR13011.GEN- .025 -60 City Meeting 0.00 19.21 Other Direct Charaes Exp Code: Company Car Mileage - .19.21 0.00 19.21 Lindahl, Kendra S 10/31/2013 19.21 0.00 1.00 0.00 19.21 SRC meeting Total Other Direct Charges 19.21 0.00 19.21 CORI 3011.GEN -90 City Business 0.00 2,301.76 Labor Kinney, Tracey Rae Planner II 10/1/2013 0.50 75.00 0.00 37.50 Update GIS maps for City Kinney, Tracey Rae Planner It 10/4/2013 3.50 75.00 0.00 262.50 Update GIS maps for City Kinney, Tracey Rae Planner II 10/7/2013 1.50 75.00 0.00 112.50 Plot GIS maps; update Variance application and guide revision Kinney, Tracey Rae Planner II 10/23/2013 0.50 75.00 0.00 37.50 Schendel concept questions from Paul Robinson. Kinney, Tracey Rae Planner II 10/31/2013 1.50 75.00 0.00 112.50 Ag. preservation list. Lindahl, Kendra S Principal 10/2/2013 1.00 116.00 0.00 116.00 meetings with Paul Henry and Jack orcot on Jackie Lane Lindahl, Kendra S Principal 10/3/2013 1.00 116.00 0.00 116.00 calls /email Lindahl, Kendra S Principal 10/712013 1.00 116.00 0.00 116.00 calls from residents/staff Lindahl, Kendra S Principal 10/9/2013 3.00 116.00 0.00 348.00 office hours Lindahl, Kendra S Principal 10/14/2013 0.50 116.00 0.00 58.00 11/6/2013 5:05:46 PM 3 of 5 Bill Review Report - Landform Professional Services, LLC As of Thursday, October 31, 2013 DRC agenda Lindahl, Kendra S Principal 10/16/2013 1.00 116.00 0.00 116.00 office hours Lindahl, Kendra S Principal 10/21/2013 0.50 116.00 0.00 58.00 DRC agenda Lindahl, Kendra S Principal 10/23/2013 4.00 116.00 0.00 464.00 office hours Lindahl, Kendra S Principal 10/24/2013 1.00 116.00 0.00 116.00 zoning calls Lindahl, Kendra S Principal 10/28/2013 1.00 116.00 0.00 116.00 city emails/calls Total Labor 21.50 0.00 2,186.50 Other Direct Charges Exp Code:. Company Car Mileage - „11526 ; 0.00 `...11526 Lindahl, Kendra S 10/2/2013 19.21 0.00 1.00 0.00 19.21 corcoran PC meeting Lindahl, Kendra S 10/3/2013 19.21 0.00 1.00 0.00 19.21 corcoran office hours Lindahl, Kendra S 10/9/2013 19.21 0.00 1.00 0.00 19.21 corcoran office hours Lindahl, Kendra S 10/16/2013 19.21 0.00 1.00 0.00 19.21 Corcoran office hours Lindahl, Kendra S 10/22/2013 19.21 0.00 1.00 0.00 19.21 meeting with Terry Forbord at city hall Lindahl, Kendra S 10/23/2013 19.21 0.00 1.00 0.00 19.21 Corcoran office hours Total Other Direct Charges 115.26 0.00 115.26 COR13011.GEN -99 City Expenses 0.00 87.00 Other Direct Charges Exp Code: Color Copies 11X17 -2.00 -0.00 4.00 Landform Professional Services, LLC 10/31/2013 2.00 2.00 1.00 0.00 4.00 Color Copies: Ag reserve - TKinney Exp Code:. Color Copies 8 X 11 27.00 0.00 .27.00 Landform Professional Services, LLC 10/31/2013 3.00 1.00 1.00 0.00 3.00 Color Copies - Ag reserve - TKinney Landform Professional Services, LLC 10/31/2013 24.00 1.00 1.00 0.00 24.00 Color Copies - Do not bill Exp Code: Color Plots - Bond ' 8.00 -10.00 56.00 Landform Professional Sewices, LLC 10/31/2013 8.00 7.00 1.00 0.00 56.00 Color Plots Total Other Direct Charges 37.00 0.00 87.00 CORI3011. GEN -MTG City Meeting 0.00 831.21 Laber Lindahl, Kendra S Principal 10/312013 3.00 116.00 0.00 348.00 11/6/2013 5:05:46 PM 4 of 5 Bill Review Report - Landform Professional Services, LLC As of Thursday, October 31, 2013 Lindahl, Kendra S CC meeting Principal 10/24/2013 4.00 116.00 0.00 464.00 Total Labor 7.00 0.00 812.00 Other Direct Charoes Exp Code: .Company Car Mileage ..19.21 -.0.00 -49.21 Lindahl, Kendra S 10/2412013 19.21 0.00 1.00 0.00 19.21 Corcoran Council Total Other Direct Charges 19.21 0.00 19.21 11/6/2013 5:05:46 PM 5 of 5 Northland Securities, Inc. 45 South 7th Street Suite 2000 Minneapolis, MN 55402 -1625 USA Voice: 612-851-5900 PAX: 62.2- 851 -5951 NORTHLAND SECURITIES Sold To: CITY OF CORCORAN Brad Martens CITY HALL -8200 CO. ROAD 116 CORCORAN, MN 55340 -2100 Customer PO Financial Planning Description ayment Terms Net 30 Days Sales Rep ID services related to Financial Planning for Utility Improvement and TIF ecr. Please see attached detail. Invoice Invoice Number: 3452 Invoice Date: 11/7/'13 Page: 1 i Due Date 12/7/13 Subtotal 720 .0 0 Sales Tax Total Invoice Amount 720.00 Check No: Payment Received TOTAL Northland Securities, Inc. 45 South 7th Street, Suite 2000, Minneapolis, MN 55402 ra e,er 1 -800- 851 -2920 mtd, 612- 851 -5900 Fo. 612 - 851 -5987 www.northlandsecurities.com Member FINRA and Site NORTHLAND STRATEGIES Special Proiects Croup INVOICE SUPPLEMENT Client: City of Corcoran Project: Financial Planning for Utility Improvements and TIF Review Contact: Brad Martens City Administrator City of Corcoran 8200 County Road 116 Corcoran, Minnesota 55340 Billing Period: October 2013 Services Performed • Meeting on utility policy to review draft • Prepare revised draft policy and submit to city Staff Time Position Senior Professional Professional Support Total Staff Expenses Mileage Printing Other (adjustment to stay within budget) Total Expenses Hours Rate Billable 4.50 $160 $720.00 - $135 $0.00 - $105 $0.00 4.50 $720.00 $0.00 $0.00 $0.00 $0.00 Total This Period $720.00 i Project Summary Total Budget* $ 8,160.00 Billed This Period ($720.00) Billed Previous ($10,333.33) Budget Remaining * $ (2,893.33) *Per agreement, city may authorize hourly work above the budget at its sole discretion. Northland Securities, Inc. Page 2 of 2 MEMORANDUM Agenda Item i • i • L A N D F O R M From Site to Finish • 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 DATE October 16, 2013 TO Brad Martens cc City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planninq Applications The following is a summary of project status for current, active projects: • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net 1. Armbruster Topography and Wetland Waiver (city file no. 09 -011). An application has been received for a waiver from the topography and wetland requirements and was reviewed by the City Council on November 23, 2009. The City Council expressed concerns about the concept and directed the applicant to revise the concept plan. The applicant submitted a letter extending the review period until January 1, 2014. Staff recommends that no further extensions be provided. 2. Ess Addition (city files 05 -017, 08 -003 and 12 -024). The City Council granted an after - the -fact extension for this final plat at their November 29, 2012 meeting. The applicant is now working to file the required documents to close out this file. The approvals for this project expire on November 29, 2013. The applicant's attorney has contacted the City requesting an additional month to complete the filing. This request will be on November 25th Council agenda. 3. Great River Energy Administrative Permit and Site Plan Modification for replacing tower at 7251 CR 116 (26- 119 -23 -41 -0001) (city file 13 -008). This item is now complete. Staff is reviewing the new information and we expect to provide an administrative approval this week. 4. Triden Ridge Estates Second Addition Preliminary Plat and Final Plat at 23425 CR 117 (city file 13 -019). The landowner received a wetland delineation and topography waiver on June 27th. The application was reviewed by Parks Commission and Planning Commission. The City Council tabled their review at the October 24th meeting pending additional information from staff regarding the viability of the proposed horseback trail and questions about the interpretation of the park dedication policy. The Council will consider this item at the November 25th meeting. 5. City - initiated Ordinance Amendment regarding Density (city file 13 -021). This item was revised by the Planning Commission review on October 3rd and the City Council on October 24th. The City Council tabled the item and asked staff to look at additional options. The Council will consider this item at the November 25th meeting. 6. Rockford School District Ballfield Site Plan and Conditional Use Permit (and possible variance) (city file 13 -023). Staff received an incomplete application last week and is working with the applicant to complete the missing items to allow for an expedited review process for the new varsity baseball field project. The Parks Commission reviewed this at their meeting on October 15th and it is tentatively scheduled for a public hearing at the Planning Commission on November 7th and Council action on November 25th 7. Lennar Rezoning, Preliminary Plat and Preliminary PUD Development Plan for "Ravinia" (City file 13 -025) (related files are infrastructure design files 13 -026, -027 and -028). The application is scheduled for Parks Commission review on November 19th, a public hearing at the December 5th Planning Commission meeting and Council action on December 23 rd Landform , SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 Also, there are a number of projects that have been approved, but are still not filed and closed out: 1. Corcoran Business Park (city file 06 -005). The City Council granted a one year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. Park Place Storage After- the -Fact Extension of Approvals (city file no. 10 -008). On September 23, 2010, the City Council approved a site plan and conditional use permit amendment for Park Place Storage to construct the 18th and final mini - storage building on that site. The approvals expired on September 23, 2011. The applicant contacted the City and requested a one year extension until September 23, 2012. The conditions have been met and a building permit was issued in September. The applicant has completed most of the site work with final items to be completed and final inspection this month. 3. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (city file 12 -002). Hope Ministries has submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released but we are holding the escrow pending completion of the approved landscaping. 8. Schmid's Hidden Valley 2nd Addition Topography/Wetland Waiver, Preliminary Plat and Final Plat at 21820 Oakdale Drive (PID 04- 119 -23 -34 -0007, 04- 119 -23 -42 -0002 and 04- 119 -23 -42 -0003) (City File No. 12 -016). The application for topography and wetland delineation waiver was approved at the September 27th Council meeting. The preliminary plat and final plat were approved by the City Council on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. 9. Site Plan and Variance for Maple Hill Estates Community Center) (City File 12 -022). The landowner and the City received a CDBG grant to construct a new community center on land north of the manufactured home park that is also owned by the park owner. This new building is in the process of being designed. The building is likely to straddle a lot line or at minimum require a setback variance. The survey has been completed and the site plan is currently being prepared. This item was approved by the City Council on April 25th. The City Administrator is working on this project. 10. Feasibility Study for Lennar (City File 12 -025). The applicant requested that the City conduct an infrastructure feasibility study regarding property west of CR 101 and north of Hackamore. This is part of the property that was previously proposed as the "Hedgestone" development. The applicant has provided an escrow and the City Engineer has begun work on feasibility study. The study was accepted by the City Council at their April 25th Council meeting. The project is now closed out. 11. Heinz Second Addition Preliminary and Final Plat at 20801 CR 117 (03- 119 -23 -14 -0002) (City file 13 -003). A wetland and topographic waiver was approved on January 24th. This item was approved by the City Council action on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. The applicant has site work to complete and then the escrow can be refunded. 12. Lano Equipment at 23580 Highway 55 Site Plan Amendment for Cold Storage. (31- 119- 23 -34- 0007) (13 -006). This item was approved by the City Council on July 11th. The building permit has been issued and staff will work with the applicant to close out the escrow. 13. PUD Sketch Plan and EAW for Lennar (City File 13 -007). The applicant submitted a PUD sketch plan and the City Council took action initiate the completion of the required EAW (environmental review assessment worksheet) at the April 25th Council meeting. The sketch plan was reviewed by the Council on June 27th and advisory comments were provided. The EAW is a process required by the State of Minnesota. The EAW was distributed for comment and the comment period ends on September 4th. The Council approved a Finding of No Need for EIS on September 26th. The next steps would be for the applicant to request approval of preliminary plat and PUD preliminary MEMORANDUM development plan and then a final plat, PUD final development plan and rezoning to PUD. Staff is closing out this file. 14. Meadow Creek Estates 2nd Addition Preliminary Plat, Final Plat and Easement Vacation (PID 06- 119 -23 -32 -0005 and 06- 119 -23 -34 -0003) (City file 13 -020). This plat was approved by the City Council on October 24th. The mylars have been signed and released for filing. Staff with work with the applicant to address any outstanding issues and close out the file /refund the escrow. Finally, there are a few projects that have not yet been started but have been identified as action items or future projects: Sign Ordinance Update. At the April 25th Council meeting, the City reviewed a request for the city to initiate a sign ordinance update. Specifically, they requested that the City review the ordinance standards relating to sign area, sign height and internal illumination and, because this is a city -wide issue, that the ordinance update be completed by the City out of the City funds. The Council discussed the issue and directed staff to bring a proposal back at a later date because the Council felt that this was a significant undertaking that would involve much more than this one issue. We will work with the City Administrator to determine the appropriate meeting to have this considered. 2. Design Guideline Update for Southeast District /Downtown. The Council approved a Landform proposal to update the existing design guidelines for this area. The design guidelines are adopted as part of the Zoning Ordinance and will be enforced as new development is proposed, consequently, the City Council wishes to revisit that planning effort to ensure it is still consistent with the City's goals. The original proposal anticipated a January 2014 kickoff and use of an 8 -10 person subcommittee. Prior to staff beginning this work, the Council will need to appoint this subcommittee. MEMORANDUM STAFF REPORT / Code Compliance Agenda Item: 8 b. Council Meeting: Prepared By: November 25, 2013 Mike Pritchard Topic: Action Required: CODE COMPLIANCE REPORT — October 2013 Information Only Complaints and Concerns Permits and Zoning Referred to Public Building Complaints Nuisiance Grass & Animal Home Works, Misc. Cases Permits - Building Grading or Misc. Overweight Concerns Junk /Junk Weed Violations Occupations Signs Metro West, Compaints Referred to Zoning Permits Driveway Permits /Ag Vehicle Total Vehicles Control or City Concerns City Attorney review Permits Permits Engineer 11 1 1 0 0 0 10 10 1 0 1 9 1 35 1 2 1 1 1 4 Code Enforcement Issues: Complaint 12 -031: Hazardous Building at 20xxx County Road 10. No Update. Complaint 12 -065: Multiple Code Violations 19xxx County Road 10. Progress made. Agreement executed. Inspected 11 -19 -2013. Extensive progress made. processer and heavy equipment removed CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND AS OF NOVEMBER 19, 2013 80. NOTE: THIS REPORT DOES NOT INCLUDE NOVEMBER PAYROLL EXPENSE OR ELECTRONIC TRANSFERS 2013 Variance Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % Remaining Year End Forecast Budqet vs YEF Comments REVENUE Other General Government R 100-41900-31020 Delinquent Property Taxes 38,238.90 0.00 15,674.67 - 15,674.67 0.00% 25,000.00 25,000.00 R 100 -41900 -31100 General Property Taxes 2,473,578.03 2,604,456.00 1,348,857.73 1,255,598.27 48.21% 2,578,411.00 - 26,045.00 R 100 -41900 -31810 Cable Franchise Fee 38,195.52 35,000.00 0.00 35,000.00 100.00% 35,000.00 0.00 R 100-41900-32110 Liquor License Fee 18,270.00 18,250.00 18,300.00 -50.00 -0.27% 18,300.00 50.00 R 100 -41900 -33402 Homestead Credit 10,543.37 0.00 0.00 0.00 0.00% 0.00 0.00 R 100 -41900 -33420 Ag Preserve Credit 5,825.36 0.00 0.00 0.00 0.00% 0.00 0.00 R 100 -41900 -33421 PERA State Aid 1,845.00 1,845.00 922.50 922.50 50.00% 1,845.00 0.00 R 100 -41900 -33422 Other State Grants and Aids 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 R 100 -41900 -34000 Charges for Services 95.00 0.00 0.00 0.00 0.00% 0.00 0.00 R 100 -41900 -34103 Zoning /Land Use Appl Fee 7,180.00 6,000.00 33,880.00 - 27,880.00 - 464.67% 33,880.00 27,880.00 R 100-41900-34105 Copies /Maps 108.39 150.00 305.01 0.00 0.00% 305.00 155.00 R 100-41900-34107 Special Assessment Search 50.00 50.00 50.00 0.00 0.00% 50.00 0.00 R 100-41900-34108 TIF Administration 8,500.00 12,000.00 0.00 12,000.00 100.00% 6,000.00 - 6,000.00 3% of Administrator and Clerk employment expense (2013) R 100 -41900 -34405 Clean Up Day Income 708.71 1,000.00 675.00 325.00 32.50% 675.00 - 325.00 R 100 -41900 -36200 Miscellaneous Revenues 18,634.83 2,500.00 10,464.00 0.00 0.00% 10,464.00 7,964.00 Work Comp Ins dividend /Sign permit R 100 -41900 -36210 Interest Earnings 1,952.93 3,000.00 1,404.68 1,595.32 53.18% 3,000.00 0.00 R 100 -41900 -36220 Other Rents and Royalties 10,848.00 10,848.00 10,848.00 0.00 0.00% 10,848.00 0.00 Cropland rental R 100 -41900 -36230 Donations 4,575.00 1,100.00 1,075.00 25.00 0.00% 1,100.00 0.00 $ 2,828,622.21 $ 2,696,199.00 $ 1,442,456.59 $ 2,724,878.00 $ 28,679.00 City Hall Operations R 100 -41941 -34101 Facility Rental 5,890.00 4,500.00 4,500.00 0.00 0.00% 4,500.00 0.00 R 100 -41941 -36200 Miscellaneous Revenues 1,228.80 1,000.00 2,819.66 0.00 0.00% 2,820.00 1,820.00 Mailbox posts, NW Jaycees Donation $ 7,118.80 $ 5,500.00 $ 7,319.66 0.00% $ 7,320.00 $ 1,820.00 Police R 100 -42100 -33423 Police Aid 45,308.00 47,000.00 43,430.64 3,569.36 7.59% 43,460.00 - 3,540.00 2% of insurance premium tax (MN 69.011 to 69.051) R 100 -42100 -33424 Police POST Board Train Reimb 3,320.90 3,500.00 3,759.28 - 259.28 -7.41% 3,759.00 259.00 R 100 - 42100 -33620 Other County Grants /Aid 11,939.05 10,000.00 8,248.38 1,751.62 17.52% 10,000.00 0.00 Pass through only R 100 -42100 -34200 Police Permits 2,417.00 1,500.00 1,714.00 - 214.00 - 14.27% 2,000.00 500.00 R 100 -42100 -34201 Police Serviced Charges 7,162.50 5,000.00 10,052.50 - 5,052.50 - 101.05% 5,000.00 0.00 Pass through only R 100 -42100 -34202 Police Reports /Fees 756.00 1,500.00 597.36 902.64 60.18% 800.00 - 700.00 R 100 - 42100 -35101 Fines 80,337.70 90,000.00 41,970.44 48,029.56 53.37% 45,000.00 - 45,000.00 No Civil Violations in 2013 R 100 - 42100 -36233 Refunds /Reimbursements 0.00 0.00 9,480.88 0.00 0.00% 9,480.90 9,480.90 Injured officer work comp reimbursement/see 10042101 -1 00 $ 155,074.61 $ 158,500.00 $ 119,253.48 $ 119,499.90 $ (39,000.10) Building Inspection R 10042400 -32210 Bldg /Plan Review Fees $ 56,020.82 $ 50,000.00 $ 123,805.99 $ (73,805.99) -147.61% $ 97,000.00 $ 47,000.00 $26,911 of acutal is Public Works Facility permit Public Works R 100 -43100 -33418 Muni State Aid St Maintenance 126,236.00 130,000.00 112,545.90 17,454.10 13.43% 112,546.00 - 17,454.00 R 10043100 -34300 Public Works Permits /Fees 3,930.00 3,000.00 2,670.00 330.00 11.00% 2,670.00 - 330.00 R 10043100 -34301 Dust Control 73,169.84 55,530.00 59,316.60 - 3,786.60 -6.82% 59,316.00 3,786.00 Private pass thru $$ R 10043100 -36200 Miscellaneous Revenues 16,789.20 0.00 2,041.69 0.00 0.00% 2,042.00 2,042.00 $ 220,125.04 $ 188,530.00 $ 176,574.19 $ 176,574.00 $ (11,956.00) Ice & Snow Removal R 10043125 -36200 Miscellaneous Revenues 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 Recycling R 10043232 -33610 County Recycling Grant 14,820.00 14,500.00 14,808.00 - 308.00 - 2.12% 14,500.00 0.00 R 10043232 -34400 Recycling 60,531.35 69,000.00 57,059.71 11,940.29 17.30% 59,000.00 - 10,000.00 $ 75,351.35 $ 83,500.00 $ 71,867.71 $ 73,500.00 $ (10,000.00) Parks R 10045200 -33422 Other State Grants and Aids 36,221.20 35,823.00 32,599.08 3,223.92 9.00% 32,599.00 - 3,224.00 NW Trails Grant R 10045200 -34101 Facility Rental 1,995.68 1,000.00 1,614.83 - 614.83 - 61.48% 1,615.00 615.00 R 100 -45200 -36200 Miscellaneous Revenues 62.91 0.00 13,550.00 - 13,550.00 0.00% 13,550.00 13,550.00 $3,500 & $10,000 Equipment Grants R 100 -45200 -36230 Donations 3,914.00 0.00 2,485.00 - 2,485.00 0.00% 2,485.00 - 2,485.00 $ 42,193.79 $ 36,823.00 $ 50,248.91 $ 50,249.00 $ 13,426.00 Transfers to /from Other Funds R 10049360 -39200 Transfer from Other Fund Total Revenue $ 3,384,506.62 $ 3,219,052.00 $ 1,991,526.53 $ 1,227,525.47 $ 3,249,020.90 $ 29,968.90 1 of 5 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND AS OF NOVEMBER 19, 2013 80. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % Remaininq--F7 Year End Forecast Budget vs YEF Comments EXPENSE City Charter E 100 - 41000 -210 Operating Supplies (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -41000 -300 Professional Srvs (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 City Council E 100-41100-100 Wages and Salaries (GENERAL) 6,600.00 6,600.00 3,300.00 3,300.00 50.00% 6,600.00 0.00 E 100 -41100 -122 FICA 409.20 409.00 204.60 204.40 49.98% 409.00 0.00 E 100 - 41100 -126 Medicare 95.70 96.00 47.85 48.15 50.16% 96.00 0.00 E 100 -41100 -210 Operating Supplies (GENERAL) 0.00 100.00 0.00 100.00 100.00% 0.00 - 100.00 E 100-41100-364 Worker's Comp Insurance 32.12 55.00 41.00 14.00 25.45% 41.00 -14.00 $ 7,137.02 $ 7,260.00 $ 3,593.45 $ 7,146.00 $ (114.00) Newspaper /Newsletter/Website E 100-41130-351 Newsletter Expenses 4,061.81 4,000.00 4,481.86 - 481.86 - 12.05% 4,500.00 500.00 E 100-41130-354 Web Site 700.00 700.00 700.00 0.00 0.00% 700.00 0.00 $ 4,761.81 $ 4,700.00 $ 5,181.86 $ 5,200.00 $ 500.00 City Administrator E 100 -41300 -100 Wages and Salaries (GENERAL) 92,518.74 93,987.00 97,864.88 - 3,877.88 - 4.13% 111,332.00 17,345.00 E 100 - 41300 -121 PERA 6,707.62 6,814.00 6,878.72 -64.72 -0.95% 7,833.00 1,019.00 E 100 -41300 -122 FICA 5,147.67 5,827.00 5,539.95 287.05 4.93% 6,752.00 925.00 E 100 - 41300 -126 Medicare 1,312.31 1,363.00 1,187.17 175.83 12.90% 1,471.00 108.00 E 100 -41300 -130 Employer Paid FSA 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41300 -131 Employer Paid Health 9,914.01 13,817.00 16,496.96 - 2,679.96 - 19.40% 17,113.00 3,296.00 E 100 -41300 -132 Medical Cafeteria Plan -55.40 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41300 -133 Employer Paid H S A 4,099.99 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -41300 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41300 -208 Training and Instruction 1,812.60 2,500.00 1,301.00 1,199.00 47.96% 1,301.00 - 1,199.00 E 100 -41300 -210 Operating Supplies (GENERAL) 491.67 700.00 654.08 45.92 6.56% 700.00 0.00 E 100 - 41300 -364 Worker's Comp Insurance - 683.48 840.00 354.00 486.00 57.86% 354.00 - 486.00 E 100 -41300 -433 Dues and Memberships 847.76 900.00 873.00 27.00 3.00% 900.00 0.00 $ 122,113.49 $ 126,748.00 $ 131,149.76 $ 147,756.00 $ 21,008.00 Clerk/Admin E 100 - 41400 -100 Wages and Salaries (GENERAL) 135,247.23 117,112.00 99,482.16 17,629.84 15.05% 126,797.00 9,685.00 E 100 - 41400 -110 Overtime 1,827.35 2,000.00 1,687.86 312.14 15.61% 2,000.00 0.00 E 100 - 41400 -121 PERA 9,921.71 8,635.00 6,838.58 1,796.42 20.80% 8,635.00 0.00 E 100 - 41400 -122 FICA 8,883.26 7,385.00 6,495.10 889.90 12.05% 7,985.00 600.00 E 100 - 41400 -126 Medicare 2,077.60 1,727.00 1,518.91 208.09 12.05% 1,868.00 141.00 E 100 - 41400 -130 Employer Paid FSA 700.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41400 -131 Employer Paid Health 7,636.59 27,634.00 16,924.72 10,709.28 38.75% 19,707.00 - 7,927.00 E 100 -41400 -132 Medical Cafeteria Plan 12,018.03 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41400 -133 Employer Paid H S A 3,007.84 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -41400 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41400 -208 Training and Instruction 829.95 3,500.00 1,835.00 1,665.00 47.57% 1,835.00 - 1,665.00 E 100 -41400 -210 Operating Supplies (GENERAL) 403.71 500.00 402.84 97.16 19.43% 500.00 0.00 E 100 - 41400 -300 Professional Srvs (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -41400 -364 Worker's Comp Insurance 1,215.78 1,411.00 1,064.00 347.00 24.59% 1,064.00 - 347.00 E 100 - 41400 -433 Dues and Memberships 35.00 150.00 70.00 80.00 0.00% 150.00 0.00 $ 183,804.05 $ 170,054.00 $ 136,319.17 $ 170,541.00 $ 487.00 Elections E 100 - 41410 -210 Operating Supplies (GENERAL) $ 6,262.58 $ 5,000.00 $ - $ 5,000.00 100.00% $ - $ (5,000.00) Auditor/Treasurer E 100 - 41540 -300 Professional Srvs (GENERAL) $ 22,160.50 $ 21,700.00 $ 23,272.00 $ (1,572.00) - 7.24% $ 25,000.00 $ 3,300.00 Assessor E 100 -41550 -210 Operating Supplies (GENERAL) 929.29 500.00 758.29 (258.29) - 51.66% 1,000.00 500.00 E 100 - 41550 -300 Professional Srvs (GENERAL) 49,284.00 49,284.00 41,376.19 7,907.81 16.05% 49,284.00 0.00 $ 50,213.29 $ 49,784.00 $ 42,134.48 $ 50,284.00 $ 500.00 Attorney E 100 -41600 -300 Professional Srvs (GENERAL) 22,352.59 30,000.00 29,019.60 980.40 2.80% 34,000.00 4,000.00 $ 22,352.59 $ 30,000.00 $ 29,019.60 $ 34,000.00 $ 4,000.00 Other General Government E 100 - 41900 -210 Operating Supplies (GENERAL) 31.25 0.00 3,286.90 - 3,286.90 0.00% 3,287.00 3,287.00 2012 Crop Land tax E 100 -41900 -300 Professional Srvs (GENERAL) 21,040.50 0.00 25,720.98 - 25,720.98 0.00% 25,900.00 25,900.00 E 100 - 41900 -360 Insurance GENERAL 18,806.00 45,000.00 54,412.00 - 9,412.00 - 20.92% 54,412.00 9,412.00 2 of 5 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND AS OF NOVEMBER 19, 2013 80. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % Remaininq Year End Forecast Budget vs YEF Comments E 100 - 41900 -433 Dues and Memberships 24,454.47 24,000.00 24,999.13 - 999.13 - 4.16% 27,000.00 3,000.00 ECW,Metro Cities, NWHHSC,Community Media,LMC,194 Chamber, Home Free E 100 -41900 -810 Refunds /Reimbursements 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 $ 64,332.22 $ 69,000.00 $ 108,419.01 $ 110,599.00 $ 41,599.00 Planning & Zoning E 100 - 41910 -210 Operating Supplies (GENERAL) 0.00 0.00 303.77 (303.77) 0.00% 400.00 400.00 E 100-41910-300 Professional Srvs (GENERAL) 41,785.46 32,000.00 35,532.59 (3,532.59) - 11.04% 50,000.00 18,000.00 $ 41,785.46 $ 32,000.00 $ 35,836.36 $ 50,400.00 $ 18,400.00 Code Enforcement E 100 - 41920 -100 Wages and Salaries (GENERAL) 7,543.20 39,419.00 33,013.03 6,405.97 16.25% 39,419.00 0.00 E 100 -41920 -110 Overtime 0.00 1,000.00 266.43 733.57 73.36% 500.00 - 500.00 E 100 - 41920 -121 PERA 502.91 2,930.00 2,354.12 575.88 19.65% 2,930.00 0.00 E 100 -41920 -122 FICA 445.39 2,506.00 2,310.10 195.90 7.82% 2,506.00 0.00 E 100 - 41920 -126 Medicare 104.19 586.00 540.28 45.72 7.80% 586.00 0.00 E 100 -41920 -130 Employer Paid FSA 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41920 -131 Employer Paid Health 13,817.00 5,204.86 8,612.14 62.33% 6,940.00 - 6,877.00 E 100 -41920 -132 Medical Cafeteria Plan 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 41920 -208 Training and Instruction 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -41920 -210 Operating Supplies (GENERAL) 1,054.14 1,500.00 358.01 1,141.99 76.13% 1,500.00 0.00 E 100 - 41920 -417 Uniforms 100.00 100.00 100.00 0.00 0.00% 100.00 0.00 $ 10,275.51 $ 61,858.00 $ 44,146.83 $ 54,481.00 $ (7,377.00) City Hall Operations E 100 -41941 -200 Office Supplies (GENERAL) 1,978.10 3,000.00 2,217.77 782.23 26.07% 3,000.00 0.00 E 100 - 41941 -201 Postage /Shipping 1,628.25 2,500.00 2,298.58 201.42 8.06% 2,500.00 0.00 E 100 -41941 -207 Computer Supplies 2,423.59 3,000.00 2,615.49 384.51 12.82% 3,000.00 0.00 E 100 - 41941 -210 Operating Supplies (GENERAL) 12,496.89 9,500.00 11,984.78 - 2,484.78 - 26.16% 12,000.00 2,500.00 E 100 -41941 -300 Professional Srvs (GENERAL) 15,385.05 7,000.00 6,330.46 669.54 9.56% 7,000.00 0.00 E 100 - 41941 -321 Telephone 2,182.22 3,000.00 1,894.21 1,105.79 36.86% 3,000.00 0.00 E 100 -41941 -352 General Notices and Pub Info 2,234.88 2,000.00 2,592.79 - 592.79 - 29.64% 2,600.00 600.00 E 100 - 41941 -364 Worker's Comp Insurance 0.00 438.00 0.00 438.00 100.00% 0.00 - 438.00 E 100 -41941 -380 Utility & Services (GENERAL) 12,832.53 14,500.00 12,645.37 1,854.63 12.79% 14,500.00 0.00 E 100 - 41941 -400 Repairs & Maint Cont (GENERAL) 9,816.79 4,000.00 7,768.04 - 3,768.04 - 94.20% 9,000.00 5,000.00 $4,000 cleaning service E 100 -41941 -430 Misc. Banking Charge 64.00 0.00 4.00 -4.00 0.00% 0.00 0.00 E 100 - 41941 -520 Buildings and Structures 0.00 4,000.00 3,509.75 490.25 0.00% 4,000.00 0.00 E 100 - 41941.810 Refunds /Reimbursements 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 $ 61,042.30 $ 52,938.00 $ 53,861.24 $ 60,600.00 $ 7,662.00 IT (Info Technology) E 100 - 41951 -207 Computer Supplies 7,580.31 7,500.00 9,200.16 - 1,700.16 - 22.67% 10,000.00 2,500.00 E 100 -41951 -210 Operating Supplies 0.00 4,500.00 1,252.45 3,247.55 72.17% 4,500.00 0.00 E 100 - 41951 -300 Professional Srvs 0.00 6,000.00 4,597.41 1,402.59 23.38% 6,000.00 0.00 E 100 -41951 -530 Improvements Other Than Bldg 0.00 7,000.00 8,583.99 - 1,583.99 - 22.63% 9,000.00 2,000.00 $2,000 from Jaycee's donation 100 - 41941 -36200 7,580.31 $ 25,000.00 $ 23,634.01 $ 29,500.00 $ 4,500.00 Police E 100 - 42100 -100 Wages and Salaries (GENERAL) 507,594.11 515,852.00 408,018.06 107,833.94 20.90% 515,852.00 0.00 E 100 -42100 -110 Overtime 1,506.73 9,500.00 1,951.65 7,548.35 79.46% 4,500.00 - 5,000.00 $2,100 pass thru revenue from MN /HC special training grant. 100 - 42100 -33620 E 100 - 42100 -111 Overtime Events /Grants 10,756.14 15,000.00 12,689.02 2,310.98 15.41% 15,000.00 0.00 Pass thru revenue 100 - 42100 -33620 E 100 -42100 -121 PERA 74,894.25 77,570.00 60,295.55 17,274.45 22.27% 77,570.00 0.00 E 100 - 42100 -126 Medicare 7,615.33 7,811.00 6,245.93 1,565.07 20.04% 7,811.00 0.00 E 100 -42100 -130 Employer Paid FSA 608.66 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 42100 -131 Employer Paid Health 34,814.94 90,431.00 63,621.60 26,809.40 29.65% 90,431.00 0.00 E 100 -42100 -132 Medical Cafeteria Plan 30,739.96 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 42100 -133 Employer Paid H S A 11,486.15 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -42100 -200 Office Supplies (GENERAL) 5,236.99 5,000.00 3,308.66 1,691.34 33.83% 5,000.00 0.00 E 100 - 42100 -201 Postage /Shipping 354.44 500.00 158.51 341.49 68.30% 250.00 - 250.00 E 100 -42100 -208 Training and Instruction 11,010.16 10,000.00 9,566.56 433.44 4.33% 10,000.00 0.00 E 100 - 42100 -209 Police Reserves 3,119.83 3,500.00 2,596.14 903.86 25.82% 3,500.00 0.00 E 100 -42100 -210 Operating Supplies (GENERAL) 4,185.49 3,500.00 2,858.32 641.68 18.33% 3,500.00 0.00 E 100 - 42100 -211 Contracted Security 0.00 0.00 0.00% 385.00 385.00 E 100 -42100 -212 Motor Fuels 39,114.51 34,000.00 30,834.20 3,165.80 9.31% 36,000.00 2,000.00 E 100 - 42100 -220 Repair /Maint Supply (GENERAL) 13,397.30 8,000.00 7,709.00 291.00 3.64% 8,000.00 0.00 E 100 -42100 -223 Building Repair Supplies 3,710.63 3,000.00 2,951.75 48.25 1.61% 3,000.00 0.00 E 100 - 42100 -300 Professional Srvs (GENERAL) 40.00 500.00 30.00 470.00 94.00% 250.00 - 250.00 E 100 -42100 -301 Prisoner 5,370.25 8,000.00 10,735.31 - 2,735.31 - 34.19% 10,000.00 2,000.00 E 100 - 42100 -304 Legal Fees 25,868.76 30,000.00 27,091.43 2,908.57 9.70% 25,000.00 - 5,000.00 E 100 -42100 -321 Telephone 7,244.77 7,200.00 6,004.86 1,195.14 16.60% 7,200.00 0.00 E 100 - 42100 -323 Radio Units 11,420.06 15,300.00 11,015.16 4,284.84 28.01% 15,300.00 0.00 E 100 -42100 -364 Worker's Comp Insurance 7,455.55 24,000.00 14,817.00 9,183.00 38.26% 14,817.00 - 9,183.00 3 of 5 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND AS OF NOVEMBER 19, 2013 80. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % Remaininq--F7 Year End Forecast Budget vs YEF Comments E 100 - 42100 -380 Utility & Services (GENERAL) 2,140.77 4,000.00 2,768.38 1,231.62 30.79% 4,000.00 0.00 E 100 -42100 -417 Uniforms 7,768.09 8,460.00 6,438.60 2,021.40 23.89% 8,460.00 0.00 E 100 - 42100 -433 Dues and Memberships 870.00 1,000.00 1,470.00 - 470.00 - 47.00% 1,470.00 470.00 $ 828,323.87 $ 882,124.00 $ 693,175.69 $ 867,296.00 $ (14,828.00) Part Time Officers E 100 -42101 -100 Wages and Salaries (GENERAL) 75,071.69 78,100.00 70,827.30 7,272.70 9.31% 83,700.00 5,600.00 Additional 250 hours unfunded FT injury on duty /see 100 - 42100 -36233 E 100 - 42101 -111 Overtime Events /Grants 6,353.46 0.00 3,500.00 - 3,500.00 0.00% 0.00 0.00 Contractural events /Safe and Sober events. Budgeted 100-42100-111 E 100 -42101 -121 PERA 1,850.54 2,500.00 1,764.45 735.55 29.42% 2,500.00 0.00 E 100 - 42101 -122 FICA 4,251.67 4,842.00 3,848.52 993.48 20.52% 4,842.00 0.00 E 100- 42101 -126 Medicare 1,180.68 1,132.00 1,077.70 54.30 4.80% 1,132.00 0.00 E 100 - 42101 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 $ 88,708.04 $ 86,574.00 $ 81,017.97 $ 92,174.00 $ 5,600.00 Police Admin E 100 -42102 -100 Wages and Salaries (GENERAL) 39,514.84 42,328.00 32,760.30 9,567.70 22.60% 42,328.00 0.00 E 100 - 42102 -110 Overtime 14.51 500.00 0.00 500.00 100.00% 500.00 0.00 E 100 -42102 -121 PERA 2,877.90 3,105.00 2,353.47 751.53 24.20% 3,105.00 0.00 E 100 - 42102 -122 FICA 2,671.35 2,655.00 2,203.09 451.91 17.02% 2,655.00 0.00 E 100 -42102 -126 Medicare 624.78 621.00 515.27 105.73 17.03% 621.00 0.00 E 100 - 42102 -130 Employer Paid FSA 350.00 0.00 0.00 - 0.00% 0.00 0.00 E 100 -42102 -131 Employer Paid Health 1,391.55 6,510.00 5,791.77 718.23 11.03% 6,510.00 0.00 E 100 - 42102 -132 Medical Cafeteria Plan 4,158.70 0.00 - 0.00% 0.00 0.00 $ 51,603.63 $ 55,719.00 $ 43,623.90 $ 55,719.00 $ - Fire E 100 -42200 -300 Professional Srvs (GENERAL) 242,082.72 250,000.00 205,207.60 44,792.40 17.92% 221,481.00 - 28,519.00 $ 242,082.72 $ 250,000.00 $ 205,207.60 0.00% $ 221,481.00 $ (28,519.00) Building Inspection E 100 - 42400 -300 Professional Srvs (GENERAL) 9,421.02 15,000.00 12,842.04 2,157.96 14.39% 20,000.00 5,000.00 E 100 -42400 -437 Surcharges 1,726.95 2,500.00 2,479.74 20.26 0.81% 5,000.00 2,500.00 $ 11,147.97 $ 17,500.00 $ 15,321.78 $ 25,000.00 $ 7,500.00 Public Works E 100 - 43100 -100 Wages and Salaries (GENERAL) 269,477.33 279,203.00 208,605.44 70,597.56 25.29% 265,907.00 - 13,296.00 E 100 -43100 -110 Overtime 17,020.37 19,380.00 20,630.39 - 1,250.39 - 6.45% 18,116.00 - 1,264.00 E 100 - 43100 -121 PERA 20,838.97 21,647.00 16,385.10 5,261.90 24.31% 20,683.00 - 964.00 E 100 -43100 -122 FICA 16,694.60 18,512.00 13,325.08 5,186.92 28.02% 17,688.00 - 824.00 E 100 - 43100 -126 Medicare 3,954.17 4,329.00 3,066.54 1,262.46 29.16% 4,136.00 - 193.00 E 100 -43100 -130 Employer Paid FSA 700.00 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 43100 -131 Employer Paid Health 42,763.31 69,085.00 42,680.90 26,404.10 38.22% 57,269.00 - 11,816.00 E 100 -43100 -132 Medical Cafeteria Plan 8,177.36 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 - 43100 -133 Employer Paid H S A 10,281.32 0.00 0.00 0.00 0.00% 0.00 0.00 E 100 -43100 -140 Unemployment Comp (GENERAL) 0.00 0.00 4,056.51 - 4,056.51 0.00% 4,056.51 4,056.51 E 100 - 43100 -208 Training and Instruction 3,739.00 4,000.00 2,191.29 1,808.71 45.22% 2,100.00 - 1,900.00 E 100 -43100 -210 Operating Supplies (GENERAL) 21,090.53 20,000.00 16,764.28 3,235.72 16.18% 20,000.00 0.00 E 100 - 43100 -212 Motor Fuels 37,194.51 32,000.00 28,582.71 3,417.29 10.68% 40,000.00 8,000.00 E 100 -43100 -220 Repair /Maint Supply (GENERAL) 22,146.83 20,000.00 16,794.35 3,205.65 16.03% 20,000.00 0.00 E 100 - 43100 -222 Seal Coating 40,285.50 50,000.00 0.00 50,000.00 100.00% 0.00 - 50,000.00 E 100 -43100 -223 Building Repair Supplies 332.23 4,500.00 2,406.06 2,093.94 46.53% 4,500.00 0.00 E 100 - 43100 -225 Landscape /Ditch Materials 9,178.62 10,000.00 9,807.11 192.89 1.93% 10,000.00 0.00 E 100 -43100 -226 Sign Repair Materials 4,149.14 6,000.00 1,093.95 4,906.05 81.77% 5,000.00 - 1,000.00 E 100 - 43100 -227 Crack Filling 12,564.17 10,000.00 9,426.38 573.62 5.74% 9,500.00 - 500.00 E 100 -43100 -228 Dust Control 94,301.45 100,000.00 99,096.26 903.74 0.90% 99,100.00 - 900.00 E 100 - 43100 -229 Culverts 11,132.49 13,000.00 208.73 12,791.27 98.39% 6,000.00 - 7,000.00 Assuming no major failures E 100 -43100 -232 Gravel 117,765.32 130,000.00 116,545.85 13,454.15 10.35% 125,000.00 - 5,000.00 E 100 - 43100 -233 Asphalt Maint/Patching 143,633.95 130,000.00 2,298.62 127,701.38 98.23% 130,000.00 0.00 E 100 -43100 -300 Professional Srvs (GENERAL) 2,100.00 2,100.00 2,216.00 - 116.00 -5.52% 2,300.00 200.00 E 100 - 43100 -321 Telephone 5,005.41 5,600.00 3,411.74 2,188.26 39.08% 5,600.00 0.00 E 100 -43100 -364 Worker's Comp Insurance 20,996.21 15,076.00 17,399.00 - 2,323.00 - 15.41% 17,399.00 2,323.00 E 100 - 43100 -380 Utility & Services (GENERAL) 7,726.11 9,000.00 7,113.02 1,886.98 20.97% 9,000.00 0.00 E 100 -43100 -381 Street/Signal Lights 2,142.23 3,500.00 3,261.30 238.70 6.82% 3,500.00 0.00 E 100 - 43100 -417 Uniforms 5,873.64 7,000.00 3,894.20 3,105.80 44.37% 7,000.00 0.00 E 100 -43100 -810 Refunds /Reimbursements 0.00 60.00 60.00 0.00% 60.00 0.00 $ 951,264.77 $ 983,932.00 $ 651,320.81 $ 903,914.51 $ (80,017.49) Ice & Snow Removal E 100 - 43125 -210 Operating Supplies (GENERAL) $ 23,935.01 $ 29,000.00 $ 17,335.71 $ 11,664.29 40.22% $ 29,000.00 $ - Engineeering E 100 -43170 -300 Professional Srvs GENERAL $ 53,364.97 $ 40,000.00 $ 33,490.30 $ 6,509.70 16.27% $ 40,000.00 $ - 4 of 5 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND AS OF NOVEMBER 19, 2013 8C. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % Remaining Year End Forecast Budget vs YEF Comments Employee Benefit Chgs E 100 - 43190 -300 Professional Srvs (GENERAL) 0.00 3,000.00 0.00 $ 3,000.00 100.00% $ 3,000.00 $ - Recycling E 100 -43232 -210 Operating Supplies (GENERAL) 826.95 1,000.00 796.92 203.08 20.31% 800.00 - 200.00 E 100 - 43232 -300 Professional Srvs (GENERAL) 64,742.64 69,000.00 56,434.31 12,565.69 18.21% 67,500.00 - 1,500.00 $ 65,569.59 $ 70,000.00 $ 57,231.23 $ 68,300.00 $ (1,700.00) Parks E 100 -45200 -100 Wages and Salaries (GENERAL) 17,205.28 27,345.00 22,702.10 4,642.90 16.98% 27,345.00 0.00 E 100 - 45200 -110 Overtime 477.00 0.00 450.00 - 450.00 0.00% 0.00 0.00 E 100 -45200 -122 FICA 1,097.84 1,695.00 1,433.92 261.08 15.40% 1,695.00 0.00 E 100 - 45200 -126 Medicare 256.76 397.00 335.36 61.64 15.53% 397.00 0.00 E 100 -45200 -210 Operating Supplies (GENERAL) 8,561.82 8,000.00 22,687.01 - 14,687.01 - 183.59% 25,000.00 17,000.00 $3,500 and $10,000 grant 100 - 45200 -36200 E 100 - 45200 -220 Repair /Maint Supply (GENERAL) 751.97 1,100.00 293.93 806.07 73.28% 1,100.00 0.00 E 100 -45200 -221 Maintenance Projects 13,592.11 15,000.00 13,446.50 1,553.50 10.36% 15,000.00 0.00 E 100 - 45200 -321 Telephone 613.84 700.00 542.21 157.79 22.54% 700.00 0.00 E 100 -45200 -364 Worker's Comp Insurance - 1,815.18 4,493.00 947.00 3,546.00 78.92% 4,493.00 0.00 E 100 - 45200 -380 Utility & Services (GENERAL) 4,571.52 7,100.00 5,287.19 1,812.81 25.53% 7,100.00 0.00 E 100 - 45200 -530 Improvements Other Than Bldgs 36,221.20 35,823.00 32,599.08 3,223.92 9.00% 32,599.08 - 3,223.92 NW Trails Grant $ 81,534.16 $ 101,653.00 $ 100,724.30 $ 115,429.08 $ 13,776.08 Total Expense $ 3,001,355.86 $ 3,175,544.00 $ 2,535,017.06 $ 3,166,820.59 $ (8,723.41) GENERAL FUND TOTALS Total Revenue $ 3,384,506.62 $ 3,219,052.00 $ 1,991,526.53 $ 3,249,020.90 $ 29,968.90 Total Expense $ 3,001,355.86 $ 3,175,544.00 $ 2,535,017.06 $ 3,166,820.59 $ (8,723.41) Total Revenue - Total Expense $ 383 150.76 $ 43 508.00 $ 543 490.53 $ 82 200.31 $ 38,692.31 5 of 5 7,400,000 6,400,000 5,400,000 4,400,000 3,400,000 2,400,000 1,400,000 400,000 .11 111 CITY OF CORCORAN GENERAL FUND BALANCE 12 MONTHS ENDED OCTOBER 31, 2013 UNAUDITED Nov -12 Dec -12 Jan -13 Feb -13 Mar -13 Apr -13 May -13 Jun -13 Jul -13 Aug -13 Sep -13 Oct -13 Total Cash and Investments Total Cash /Investments (minus) TIF Fund, Park Fund and Public Works Facility Fund Total Cash /Investments (minus) TIF Fund General Fund Balance 8c. Agenda Item:_ • • L A N D F 0 R M From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: November 19, 2013 for the November 25, 2013 City Council Meeting • • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net RE: City- Initiated Ordinance Amendment regarding Density (city file 13 -021) 60 -DAY REVIEW DEADLINE: N/A 1. Application Request The City Council directed staff to prepare new density definitions to better reflect the true development density in new developments. The Council also suggested a clarification to the accessory dwelling unit definition. 2. Previous Council Action The City Council tabled this item at their October 24th meeting. The Council asked staff to prepare a table to show the impact of different density definitions. Staff used the Lennar project as a sample to show how the net density would vary depending on the definition used: • Option 1 (existing definition): DENSITY, NET: The number of housing units divided by the net residential acreage (gross land area minus wetlands and areas below the 100 -year ordinary high water elevation). For proposed developments, net acreage is based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area. • Option 2 (staff recommendation): DENSITY, NET (POST- DEVELOPMENT): The number of housing units divided by the net residential acreage (gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100 -year ordinary high water elevation, right -of -way or easements for existing and proposed public streets). Option 3 (also deduct pond areas): DENSITY, NET (POST- DEVELOPMENT): The number of housing units divided by the net residential acreage (gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100 -year ordinary high water elevation, stormwater management ponds that are covered by easement, right -of -way or easements for existing and proposed public streets). • Option 4 (deduct pond areas but not streets): DENSITY, NET (POST- DEVELOPMENT): The number of housing units divided by the net residential acreage (gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland Landform', SensiblyGrecn' and Site to Finish are registered service marks of Landform Professional Services, LLC. i i i buffer strips, areas below the 100 -year ordinary high water elevation, stormwater management ponds that are covered by easement). i Staff continues to recommend approval of Option #2 for the reasons noted in the staff report and have retained that language in the ordinance. However, if the Council finds that one of the other options better addresses their vision; they could choose to replace the staff recommendation with one of the other options. 3. Planning Commission Action The Planning Commission voted unanimously to recommend approval of the ordinance amendment with one change to the "density, net (post - development)" definition to delete the last two sentences that were redundant. The Commission discussed whether the definition should be modified regarding streets and /or stormwater ponds. The Commission recommended leaving those as drafted. 4. Background At the June 27, 2013 City Council meeting, the Council reviewed a sketch plan from Lennar for 437 single family homes on 265 acres. Based on the preliminary information available with the sketch plan, staff estimates that the density based on the current ordinance definitions would be approximately 2 units per acre where the Comprehensive Plan anticipates 3 -5 units per acre. During the discussion of the sketch plan, the Council raised two questions for staff to research: 1. What is the current net land area /net density definition and could it be changed to more accurately reflect the development density? 2. Can accessory dwelling units be counted as housing units for the density calculation? Ordinance Amendment for Density Definitions November 25, 2013 Option 1 Option 2 Option 3 Option 4 Gross Area 266.6 266.6 266.6 266.6 Existing Road 5.3 Proposed Road 39.3 39.3 Wetland 52.9 52.9 52.9 52.9 Upland Park 20 20 20 Wetland Buffer 17.7 17.7 17.7 Proposed Pond 7.6 7.6 Net Area 208.4 136.7 129.1 168.4 Total Units 422 422 422 422 Net Density 2.025 3.09 3.27 2.51 Staff continues to recommend approval of Option #2 for the reasons noted in the staff report and have retained that language in the ordinance. However, if the Council finds that one of the other options better addresses their vision; they could choose to replace the staff recommendation with one of the other options. 3. Planning Commission Action The Planning Commission voted unanimously to recommend approval of the ordinance amendment with one change to the "density, net (post - development)" definition to delete the last two sentences that were redundant. The Commission discussed whether the definition should be modified regarding streets and /or stormwater ponds. The Commission recommended leaving those as drafted. 4. Background At the June 27, 2013 City Council meeting, the Council reviewed a sketch plan from Lennar for 437 single family homes on 265 acres. Based on the preliminary information available with the sketch plan, staff estimates that the density based on the current ordinance definitions would be approximately 2 units per acre where the Comprehensive Plan anticipates 3 -5 units per acre. During the discussion of the sketch plan, the Council raised two questions for staff to research: 1. What is the current net land area /net density definition and could it be changed to more accurately reflect the development density? 2. Can accessory dwelling units be counted as housing units for the density calculation? Ordinance Amendment for Density Definitions November 25, 2013 0 5. Proposed Language Density Definitions • • The Corcoran Zoning Ordinance contains the following definitions (similar definitions are located in the Subdivision Ordinance): DENSITY, GROSS: The number of housing units divided by the gross residential acreage (total land area), based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area. DENSITY, NET: The number of housing units divided by the net residential acreage (gross land area minus wetlands and areas below the 100 -year ordinary high water elevation). For proposed developments, net acreage is based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area. DEVELOPABLE AREA: The net land area available for development. Developable area is based on the pre - development conditions of the site and is calculated as follows: gross land area minus wetlands, areas below the 100 -year ordinary high water elevation and right -of- way or easements for existing public streets. The City's definitions are different than the definition used by the Metropolitan Council. The Metropolitan Council calculates net density "by taking the gross (total) area of the development and removing wetlands and waterbodies, public parks and open spaces, arterial road rights -of -way, and any other area that is protected or removed from development by local ordinances. Examples of areas that may be protected by local ordinances include steep slopes and floodplains. " Staff researched other community definitions and found two good examples where staff has used these definitions in reporting to the Met Council. • Chanhassen Net Density is the quotient of the total number of dwelling units divided by the developable acreage of the site. Developable acreage excludes wetlands, lakes, roadways and other areas not suitable for building purposes. • They deduct all undevelopable areas including streets and ponds that are in outlots Plymouth: Density: The number of dwelling units divided by the acreage of a site, excluding areas of wetlands and required wetland buffer strips, areas below the 100 -year flood elevation, areas below the ordinary high water level of lakes and streams, areas below the high water level of ponds, and areas of right -of -way for arterial roadways. For planned unit developments, the acreage of a site shall also exclude conservation easement areas. The City could change the density definition to align more with the Met Council definition and remove park land and /or trail easements from the density calculation. The Council could also consider whether to remove the wetland buffer area (in addition to the wetland area itself) from the Ordinance Amendment for Density Definitions November 25, 2013 • • • density calculations. This area is unbuildable, so it could be removed. Removal of one or more of these areas would result in a higher density for any development that included park land dedication or wetland buffers. Staff recommends the following changes: DENSITY, GROSS (PRE- DEVELOPMENT): The number of housing units divided by the gross residential acreage (total land area), based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area. DENSITY, NET (PRE- DEVELOPMENT): The number of housing units divided by the net residential acreage (gross land area minus wetlands and areas below the 100 -year ordinary high water elevation). For proposed developments, net acreage is based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area. DENSITY, NET (POST- DEVELOPMENT): The number of housing units divided by the net residential acreage (gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100 -year ordinary high water elevation, right -of -way or easements for existing and proposed public streets). Fer nrepesed r eyelepments not nrreage is based en the nror eyelepmen4 area. PRE - DEVELOPABLE AREA: The net land area available for development. Developable area is based on the pre - development conditions of the site and is calculated as follows: gross land area minus wetlands, areas below the 100 -year ordinary high water elevation and right -of -way or easements for existing public streets. POST - DEVELOPABLE AREA: The net land area available for development. Developable area is based on the pre - development conditions of the site and is calculated as follows: gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100 -year ordinary high water elevation and right -of -way or easements for existing and proposed public streets. Staff recommends that the pre - development and post - development definitions be provided because our fee schedules have been drafted based on pre - development density definitions, but the post - development definitions are desired to better reflect the density goals adopted in our Comprehensive Plan based on Metropolitan Council guidelines. Staff notes that there was discussion at the City Council about: 1. Adding stormwater pond areas as an area to be deducted 2. Eliminating local streets as one of the areas to be deducted However, the Council direction was not clear and after further analysis, staff recommends no change to the draft primarily because while neither area is developable, both are required for any significant new development. Street right -of -way is deeded to the city but ownership of the ponding areas is Ordinance Amendment for Density Definitions 4 November 25, 2013 • • typically retained by the developer or homeowner. Streets are truly undevelopable land, but the ponding areas are amenity spaces that could be viewed as extensions of the open space within the development —the City could allow ponds in outlots or as part of a larger lot making calculation of these areas more difficult that public streets which are located in right -of -way dedicated to the City. The Commission reviewed and recommended no change to the draft definitions. Housina Unit Definition The City Council initially asked staff to look at changing the definition of accessory dwelling unit to count the "NextGen" accessory dwelling units proposed in the Lennar project to be an example of why accessory dwelling units should be counted as dwelling units. However, Lennar has indicated that this change affects so few homes within their developments, it would net have a measurable impact on their density calculation. The current Corcoran definitions in the City Code are as follows: DWELLING UNIT: A residential building or portion thereof intended for occupancy by one or more persons with facilities for living, sleeping, cooking and eating, but not including hotels, motels, nursing homes, tents, seasonal cabins, boarding or rooming houses, motor homes, or travel trailers. DWELLING UNIT, ACCESSORY: A self- contained dwelling unit having its own kitchen and bathroom facilities, and which is designed as a second separate dwelling unit that is clearly incidental and subordinate to the principal use of a lot. Staff contacted Metropolitan Council Sector Representative Freya Thamman. She indicated "The Council's practice to follow the U.S. Census definition of "housing unit ", which indicates that a housing unit includes its own kitchen and bathroom." A review of the US Census definitions shows "A housing unit is a house, an apartment, a mobile home, a group of rooms, or a single room that is occupied (or if vacant, is intended for occupancy) as separate living quarters. Separate living quarters are those in which the occupants live and eat separately from any other persons in the building and which have direct access from the outside of the building or through a common hall." (Source: U.S. Bureau of the Census, 2010 Census of Population and Housing, Profiles of General Demographic Characteristics) The U.S. Bureau of the Census defines a kitchen as "Complete kitchen facilities are defined as a sink with piped water, a range, and a refrigerator." The Next Gen units do not have a range and, therefore, would not be considered to have a kitchen that qualifies as a dwelling unit. Staff recommends the following: DWELLING UNIT, ACCESSORY: A self- contained dwelling unit having its own kitchen and bathroom facilities, and which is designed as a second separate dwelling unit that is clearly incidental and subordinate to the principal use of a lot. In order for an accessory dwelling unit to be counted as a dwelling unit for the purposes of determining development density, a kitchen must include a sink with piped water, a range and a refrigerator. Ordinance Amendment for Density Definitions November 25, 2013 • 0 6. Recommendation The City Council should adopt the following, as recommended by the Planning Commission; a. Ordinance approving ordinance amendment b. Resolution approving findings of fact for ordinance amendment c. Ordinance approving a summary ordinance Attachments 1. Ordinance approving ordinance amendment 2. Resolution approving findings of fact for ordinance amendment 3. Ordinance Approving Summary Ordinance Ordinance Amendment for Density Definitions November 25, 2013 City of Corcoran County of Hennepin State of Minnesota ORDINANCE NO. 2013 -279 Motion By: Seconded By: November 25, 2013 AN ORDINANCE AMENDING THE TEXT OF CHAPTER 9 OF THE CORCORAN CITY CODE, ENTITLED CORCORAN SUBDIVISION ORDINANCE AND CHAPTER 10 OF THE CORCORAN CITY CODE, ENTITLED CORCORAN ZONING ORDINANCE THE CITY COUNCIL OF CORCORAN ORDAINS: SECTION 1. Amendments. The text of Section 915.020 of Chapter 9 (Subdivision Ordinance) of the Corcoran City Code is hereby amended by deleting the str+Eken material and adding the underlined material as follows: PRE - DEVELOPABLE AREA: The net land area available for development. Developable area is based on the pre - development conditions of the site and is calculated as follows: gross land area minus wetlands, areas below the 100 -year ordinary high water elevation and right -of -way or easements for existing public streets. POST - DEVELOPABLE AREA: The net land area available for development. Developable area is based on the pre - development conditions of the site and is calculated as follows: gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100 -year ordinary high water elevation and right -of -way or easements for existing and proposed public streets. SECTION 2. Amendments. The text of Section 1020.020 of Chapter 10 (Zoning Ordinance) of the Corcoran City Code is hereby amended by deleting the str+eken material and adding the underlined material as follows: DENSITY, GROSS (PRE- DEVELOPMENT): The number of housing units divided by the gross residential acreage (total land area), based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area. DENSITY, NET (PRE- DEVELOPMENT): The number of housing units divided by the net residential acreage (gross land area minus wetlands and areas below the 100 -year ordinary high water elevation). For proposed developments, net acreage is based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area. DENSITY, NET (POST- DEVELOPMENT): The number of housing units divided by the net residential acreage (gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100 -year ordinary high water elevation, right -of -way or easements for existing and proposed public streets). Fer proposed developments, net acreage is based OR the predevelepment Gonditions of the site. Existing public streets are deduGted from the pre deyelepment land area Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota ORDINANCE NO. 2013 -279 November 25, 2013 DWELLING UNIT, ACCESSORY: A self- contained dwelling unit having its own kitchen and bathroom facilities, and which is designed as a second separate dwelling unit that is clearly incidental and subordinate to the principal use of a lot. In order for an accessory dwelling unit to be counted as a dwelling unit for the purposes of determining development density, a kitchen must include a sink with piped water, a range and a refrigerator. PRE - DEVELOPABLE AREA: The net land area available for development. Developable area is based on the pre - development conditions of the site and is calculated as follows: gross land area minus wetlands, areas below the 100 -year ordinary high water elevation and right -of -way or easements for existing public streets. PCT DEVELOPABLE AREA: The net land area available for development. Developable area is based on the pre - development conditions of the site and is calculated as follows: gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100 -year ordinary high water elevation and right -of -way or easements for existing and proposed public streets. SECTION 3. Effective Date. This ordinance shall be in full force and effect upon its passage. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Ordinance is hereby declared adopted on this 25th day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -52 Motion By: Seconded By: November 25, 2013 A RESOLUTION APPROVING FINDINGS OF FACT FOR AN ORDINANCE AMENDING THE TEXT OF CHAPTER 9 OF THE CORCORAN CITY CODE ENTITLED SUBDIVISION ORDINANCE AND CHAPTER 10 OF THE CORCORAN CITY CODE, ENTITLED CORCORAN ZONING ORDINANCE WHEREAS, the City of Corcoran initiated an amendment to update the City Code to address changes to definitions; and WHEREAS, the amendment would be consistent with the 2030 Comprehensive Plan; and WHEREAS, the amendment would be consistent with other City Code standards and City policies; and WHEREAS, the Planning Commission has reviewed the proposed text amendments at a duly called public hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the Subdivision Ordinance and Zoning Ordinance text amendment, based upon the finding that the proposed amendments would be consistent with State law and the City's Comprehensive Plan, and compatible with other provisions of the City Code. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 1 of 1 City Seal City of Corcoran County of Hennepin State of Minnesota ORDINANCE NO. 2013 -280 Motion By: Seconded By: CITY OF CORCORAN SUMMARY OF ORDINANCE NO. 2013 -279 November 25, 2013 AN ORDINANCE AMENDING THE TEXT OF CHAPTER 10 (ZONING ORDINANCE) OF THE CORCORAN CITY CODE Section 915.020 of Chapter 9 (Subdivision Ordinance) and Section 1070.020 of Chapter 10 (Zoning Ordinance) of the Corcoran City Code are hereby amended provide updated definitions regarding development area, density and accessory dwelling unit definitions. A printed copy of the entire amended Section 915.020 of Chapter 9 and Section 1070.020 of Chapter 10 is available for inspection by any person at City Hall during the City Clerk's regular office hours. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Ordinance is hereby declared adopted on this 25`" day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 1 of 1 City Seal STAFF REPORT Document No. 9b. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Action Required: Triden Ridge Estates Second Addition Approval Preliminary and Final Plat at 23425 CR 117 (PID 06- 119 -23 -11 -0006) (City File 13 -019) Summary: At the November 14, 2013 City Council meeting the Council tabled this item and directed staff to review the Park Dedication requirements as well as the proposed horseback trail alignment shown in the Comprehensive Plan. According to the Comprehensive Plan "One 8 mile horseback trail, connecting western Corcoran with Crow - Hassan Regional Park, is identified on the 2030 Parks and Trails System Map." The map shows this trail connecting to Crow - Hassan Regional Park through the property in review. Staff met with the Three Rivers Park District who were not aware of the proposed horseback trail proposed within the City of Corcoran and have not planned for a connection. Three Rivers Park District staff also stated that it is less than ideal to have a horseback trail cross multiple roadways or to be alongside a roadway which would be required to facilitate any connection. Staff also contacted the City of Hanover as any connection from Corcoran to Crow - Hassan Park Reserve would require the trail to go through that community. Hanover has no plans to place a horseback trail from Corcoran to Crow - Hassan Park Reserve. In light of the above information staff is uncertain of whether the horseback trail as proposed in the Comprehensive Plan is appropriate. The City Council should consider this information when making any decisions on the Preliminary Plat application. Attached to this report is a memo from Kendra Lindahl discussing the application in further detail regarding the park dedication requirements. Financial /Budget: See attached memo from Kendra Lindahl. Options: 1. Consider a motion to adopt resolutions as recommended by the Planning Commission and Parks and Trails Commission. 2. Send back to staff for further review. Page 2 Recommendation: N/A Council Action: Consider a motion to adopt resolutions as recommended by the Planning Commission and Parks and Trails Commission. Attachments: 1. November 18, 2013 memo from Kendra Lindahl Agenda Item: _ L A N D F© R M From Site to Finish • 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: November 18, 2013 for the November 25, 2013 City Council Meeting • • • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net RE: Preliminary Plat and Final Plat for "Triden Ridge Estates Second Addition" for Janice Pouliot ( "the applicant ") for property at 23425 County Road 117 (PID 06- 119- 23 -11- 0006) City File No. 13 -019 120 -DAY REVIEW DEADLINE: December 28, 2013 Application Request Janice Pouliot is requesting approval of a preliminary plat and final plat to allow the creation of 1 new lot for the existing farmstead and 1 outlot. No new construction is planned at this time. The proposed outlot intended to be farmed, but does have 1 development right available and could be platted in the future for one new home. 2. October 24, 2013 Council Review The City Council tabled this item at their October 24th meeting and directed staff to: a. Review the park dedication ordinance with the City Attorney for a second time regarding the definition of the term "parcel" and determine whether or not park dedication is due when this outlot is platted as a lot. As noted in the staff report, staff previously reviewed the ordinance and project history with the City Attorney and we agreed that park dedication was due because the Outlot is currently unbuildable under our Zoning and Subdivision regulations and park dedication had never been paid on the outlot. Section 955.020 states "Park Dedication is only due in cases where additional new parcels are created. Park dedication would not be due in situations where a replat or lot line adjustment is required to modify lot boundaries without creating any additional lots." It is staff's interpretation that platting an outlot (which is unbuildable under our current City Code) as a lot did in fact create a new parcel. Following the Council meeting staff and the City Attorney again conferred. While we believe that platting an outlot as a lot does create a new parcel and would typically be subject to park dedication, this case is unique in that the outlot is already developed. The Council could find that there is no new parcel created and waive park dedication on this lot. A review of other ordinances indicates that most cities require park dedication for each new platted lot. For example, the City of Plymouth language states 'In plats that include outlots for future development, the subdivider may pay to the City 1) the development's proportional Landfori SensiblyGeen and Site to Finish are registered service marks of Landform Professional Services, LLC. share for the entire subdivision including the outlots, or 2) the development's proportional share excluding such outlots, provided that the park dedication requirement shall be satisfied when such outlots are replatted. " They would require this outlot to pay park dedication when it is platted as a lot. Staff recommends that park dedication language be revised to reflect the true intent of the Council. This could be done next year as part of an annual ordinance clean up as this situation is unlikely to repeat itself anytime soon. b. Determine whether the horseback trail alignment is correct and whether or not the City should plan for a horseback trail in this location. City Administrator Martens met with Three Rivers Park District to discuss their opinion of the proposed horseback trail and will provide a separate memo outlining the result of that discussion. We have an adopted Comprehensive Trail plan showing that trail, but the Council does have discretion whether or not to take the easement at this time. C. Provide some background on how this property was allowed to plat as an outlot with a home on it. • Resolution 1992 -47 approved a final plat for a three lot subdivision called "Triden Park Estates" Park dedication was required for the 3 lots in the amount of $1,200 (34400). • Resolution 2001 -65 approved "Triden Ridge Estates" This plat included 4 lots and 2 outlots. Outlot 8 is the private drive that provides access to the 4 lots. Outlot A is now proposed to be platted in this plat. As part of the approval, it was noted that park dedication was due for the 4 new lots in the amount of $4,000 ($1000 per lot). There is no record that park dedication was ever paid for Outlot A, Triden Ridge Estates. It is staff's understanding that occasionally, landowners were allowed to plat developed parcels as outlots if there were building rights remaining. We have been unable to find any clear policy to this effect, but conversations the City Attorney and others who have been involved in development in Corcoran indicate that this was allowed at one time. This is not typical planning practice and our current ordinance would prohibit such a thing. Staff is aware of one other situation off Old Settlers Road with developed outlots, and do not believe it is terribly common within the city. Staff finds that the City Council has discretion regarding the park dedication both in how you interpret whether or not a new parcel is being created and in whether or not you wish to take land for the trail. • If the Council finds that no new parcel is created, they should delete the references to park dedication requirements in the draft resolutions (condition #3 in the preliminary plat resolution and condition #4 in the final plat resolution) and keep only the statement "Park dedication for Outlot A shall be due when Outlot A, Triden Ridge Estates Second Addition is final platted as a lot." If the Council finds that park dedication should be required because platting an outlot as a lot is in fact creating a new parcel, they could take cash in lieu of land and defer the Triden Ridge Estates Second Addition Plat (13 -019) November 25, 2013 i • discussion of the horseback trail to a later date. That would allow the City to study the issue further and work with adjacent communities and Three Rivers Park District. 3. Planning Commission Review The Planning Commission held a public hearing to consider the preliminary plat on October 3rd. The Commission voted unanimously to recommend approval of the plat. 4. Parks and Trails Commission Review The Parks and Trails Commission reviewed this item at their September 17`h meeting and recommended land dedication for the one new lot (with the existing farmstead) in the form of an easement for a future horseback trail on the east side of the lot. The landowner objected to this requirement and indicated that he preferred cash dedication. Staff notes that the Statutes allow the City to require land dedication and the City can choose to accept cash in lieu of land at the City's discretion. Staff met with the applicant on September 251h to discuss the Parks Commission recommendation. The owner felt that dedicating the easement on Outlot A to satisfy the park dedication requirements for Lot 1 was preferred to an easement on Lot 1. We have reviewed this with the City Attorney and agree that this meets the intent of the Parks Commission recommendation, provided Outlot A pays park dedication when that parcel is platted in the future. The draft resolution reflects this recommendation. 5. Context Background On June 27, 2013, the City Council approved a topography and wetland delineation waiver for a portion of the property. Section 930.020, Subd. 6(B)2 of the City Code allows the City Council to waive the topography requirements for lots greater than 3 acres and the City Council has granted waivers from the wetland delineation. Zoning and Land Use The property is zoned Rural Residential and is guided Rural / Ag Residential. Surrounding Properties The surrounding properties are all zoned Rural Residential and guided Rural / Ag Residential. Natural Characteristics of the Site The wetland delineation shows wetlands in the northeast and northwest corners of Lot 1. The wetland delineation is currently being reviewed by Elm Creek Watershed Management Commission. Triden Ridge Estates Second Addition Plat (13 -019) November 25, 2013 • 6. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the City Code. If it meets these standards, the City must approve the preliminary plat. The City's discretion in approving or denying a final plat is limited to whether or not the proposed plat is consistent with the preliminary plat and meets the standards outlined in the City Code. If it meets these standards, the City must approve the final plat. B. Consistency with Ordinance Standards The 56.46 -acre parcel is currently platted as Outlot A, Triden Ridge Estates and has one development right remaining. The existing farmstead is located in the northwest corner of the property. The applicant is requesting preliminary plat approval to plat the parcel into two pieces as part of their estate planning. Staff notes that the lots exceed the 2 acre minimum lot size for the Rural Residential zoning district. The existing farm has a home and two detached accessory structures that will remain. There is one (1) development right remaining on Outlot A; therefore, Outlot A could be final platted as a single lot in the future if desired. All other development rights have been previously exhausted. Septic and Well The existing well and septic locations will remain as shown on Lot 1, Block 1. The locations meet wetland setback requirements. Streets No additional right -of -way is required for County Road 117. Drainage and Utility Easements Section 945.060, Subd. 2 of the Subdivision Ordinance requires 10 -foot drainage and utility easements around the perimeter of the lot (10 -foot adjacent to right -of -way and 5 -foot adjacent to shared lot lines). The plans comply with these requirements. All wetlands must be blanketed by a drainage and utility easement. The plans comply. Triden Ridge Estates Second Addition Plat (13 -019) November 25, 2013 • 0 Wetlands The wetland delineation was completed, but must be approved by Elm Creek Watershed Management Commission. All wetlands are blanketed by a drainage and utility easement. The Corcoran Natural Resources Communities Quality Ranking Map shows this as a medium quality wetland. Section 1050.010 of the zoning ordinance requires an average wetland buffer of 25 feet (20 -foot min /40 -foot max.) and a structure setback of 15 feet from the buffer. A permanent wetland buffer monument shall be installed at each lot line where it crosses a wetland buffer, and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge. Details must be provided to show compliance with wetland buffer planting requirements of Section 1050.010, Subd. 8 of the zoning ordinance. No disturbance is proposed to the buffer area and the ordinance allows that to remain as existing —this buffer area is a no -mow zone and is marked by buffer monument signs that will be purchased from the city. However, landowners are certainly encouraged to plan a native landscape buffer in this area. Wetland buffers are not required on Outlot A at this time, but will be required if that parcel is platted in the future. Parks and Trails The adopted 2030 Parks & Trails Plan shows an off -road horseback trail along the western property line. The Comprehensive Plan states "Horseback Trail –A horseback trail is a natural surface used specifically for riding. One 8 -mile horseback trail, connecting western Corcoran with Crow - Hassan Regional Park, is identified on the 2030 Parks and Trails System Map. A trail head location for horse trailer parking could be located along County Road 19 south of Larkin Road." The horseback trail will be challenging to locate due to limited subdivision opportunities in this area. The City Subdivision Ordinance indicates that 10% of the net land area shall be dedicated as park land. Permanent trail easements may be allowed for dedication of trail corridors shown on the Parks and Trails Plan. Neither the Comprehensive Plan nor the Park Dedication provides guidance for the width of the proposed horseback trail, but Hennepin County guidelines are for an 8 -10 foot wide trail; therefore, staff would recommend a 20 -foot easement. If a 20 -foot easement were provided along the west line of Outlot A south of Lot 1, the total area would be approximately 1.02 acres (10% of the Lot 1 area). Additional park dedication would be required when Outlot A is platted. Staff notes that Section 955.020 of the Subdivision Ordinance states "Park Dedication is only due in cases where additional new parcels are created." The subdivision will create one new lot for the existing home and one outlot with the existing farmstead. Park dedication is required only for the new 10.20 -acre lot. Under the current ordinance, park dedication is required at 10% of the net land area. The City may accept cash -in -lieu of land at 10% of the value of the land with a maximum rate of $3,000 per unit for each new unit located outside of the MUSA (Metropolitan Urban Service Area), such as this. Cash in lieu of land would be $3,000 at the current rates (1 x $3,000 per unit). Triden Ridge Estates Second Addition Plat (13 -019) November 25, 2013 • • Final Plat The final plat is consistent with the preliminary plat. 7. Action • Adopt the following resolutions as recommended by the Planning Commission and Parks and Trails Commission: a. Resolution 2013 -50 Approving Preliminary Plat b. Resolution 2013 -51 Approving Final Plat Attachments a. Resolution 2013 -50 Approving Preliminary Plat b. Resolution 2013 -51 Approving Final Plat C. Location Map d. 2030 Park & Trail Map e. Hennepin County comments dated September 13, 2013 f. Site Graphics Triden Ridge Estates Second Addition Plat (13 -019) 6 November 25, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -50 Motion By: Seconded By: November 25, 2013 APPROVING PRELIMINARY PLAT FOR "TRIDEN RIDGE ESTATES SECOND ADDITION" FOR PROPERTY AT 23425 COUNTY ROAD 117 (PID 06- 119 -23 -11 -0006) WHEREAS, Janice Pouliot ( "the applicant ") has requested approval of a preliminary plat to allow subdivision of a 56.46 -acre parcel legally described as: Outlot A, Triden Ridge Estates, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a preliminary plat, subject to the following conditions: A preliminary plat is approved, in accordance with the application materials and plans received by the City on August 19, 2013, revisions received August 21, 2013 August 29, 2013 and September 16, 2013, except as amended by this resolution. 2. There is 1 development right remaining on Outlot A and zero building rights remaining on Lot 1, Triden Ridge Estates Second Addition. 3. Prior to release of the plat for filing, the applicant /landowner must: a. Revise the preliminary plat drawing to a 20 -foot wide horseback trail easement along the west lot line of Outlot A to satisfy the park dedication requirements for Lot 1. i. A trail easement document must be prepared by the applicant and submitted to the city for review and approval. ii. The trail easement document must be filed with the final plat. iii. Park dedication for Outlot A shall be due when Outlot A, Triden Ridge Estates Second Addition is final platted as a lot. 4. Prior to issuance of a building permit, the applicant /landowner must: a. Record the approving resolutions, mylar and all related documents at Hennepin County and provide proof of recording to the City. b. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. 5. Prior to release of remaining escrow, the applicant /landowner must complete the following: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. Page 1 of 2 City of Corcoran November 25, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -50 b. Wetland buffer monument signs must be purchased from the city and installed as shown on the plans. 6. Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -51 Motion By: Seconded By: November 25, 2013 APPROVING FINAL PLAT FOR "TRIDEN RIDGE ESTATES SECOND ADDITION" FOR PROPERTY AT 23425 COUNTY ROAD 117 (PID 06- 119 -23 -11 -0006) WHEREAS, Janice Pouliot ( "the applicant ") has requested approval of a final plat to allow subdivision of a 56.46 -acre parcel legally described as: Outlot A, Triden Ridge Estates, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommended approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final plat for Triden Ridge Estates Second Addition and, 1. A final plat is approved, in accordance with the application materials and plans received by the City on August 19, 2013, revisions received August 21, 2013 August 29, 2013 and September 16, 2013, except as amended by this resolution. 2. There is 1 development right remaining on Outlot A and zero building rights remaining on Lot 1, Triden Ridge Estates Second Addition. 3. Approval is contingent upon City Council approval of the preliminary plat. FURTHER, that the following conditions be met prior to release of the final plat and associated documents for recording: 4. Revise the preliminary plat drawing to a 20 -foot wide horseback trail easement along the west lot line of Outlot A to satisfy the park dedication requirements for Lot 1. i. A trail easement document must be prepared by the applicant and submitted to the city for review and approval. ii. The trail easement document must be filed with the final plat. iii. Park dedication for Outlot A shall be due when Outlot A, Triden Ridge Estates Second Addition is final platted as a lot. FURTHER, that the following conditions be met prior to issuance of a building permit: 5. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 6. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. Page 1 of 2 City of Corcoran November 25, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -51 7. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. FURTHER, that the following conditions be met prior to release of remaining escrow: 8. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. 9. Wetland buffer monument signs must be purchased from the city and installed as shown on the plans. 10. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal Hennepin County GIS - Printable Map Interactive Map �I J 1 i F - Parcel 06- 119 -23 -11 -0006 A -T -B: Abstract ID: Owner Market Noel L & Carole M Triden $570,300 Name: Total: Parcel 23425 Co Rd No 117 Tax $5,659.72 Address: Corcoran, MN 55374 Total: (Payable: 2013) Property Sale Farm Type: Price: Home- Sale Homestead stead: Date: Parcel 56.48 acres Sale Area: 2,460,221 sq ft Code: Page 1 of 1 Property Map Map Scale: 1" = 400 ft. Print Date: 9/9/2013 V. -i6 This map is a compilation of data from various sources and is furnished "AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2013 A T hpnk Green." http: / /gis.co.hennepin.mn.us /Propertylprintldefault.aspx ?C= 450516.9262000001,4999835.5... 9/9/2013 11 =11 =11 =11 19 o '��� 111111111�� 1 1 1 o W LL j p 1 ;r 1 1 'T5 1 , 1 1 r ro Q, 9 1 r°Gr, 0 x,940■ f� r , � u �. e t ' �., C 1'' Q , LL i, 1 �\ \IIIL r;. -t NO LIM •ii Fill; a■■■I1 1 ■ ■ ■: ter\ 1■ r: P, , -- r , 1 • VT . rM P. M1 03P .. -O D Lu LL Ow's :O;P MEISTER -1', nM 1 elm 116 _e A � I� ,�iiii ♦ . i i•��ii� soy w��l� ��1s8� � �. x.111 ■ ■• ��� ib 1r1�14�• _ 1 I 11i1�11 �'n�11� 1 1�.11�11�11�1��11�11�11 MORIN LAKE OSR; i1�11�11 �11�1 ♦♦ LAKE 'I OSP ,'- ■fit ��■ 7�.♦�I �`��, ��- ►'�j11 _�_� ►�i •r' � 1111111 I ��m •�1 €19�.. Parks & Trails Plan 2030 Comprehensive Plan N W,�ma, E �S 3,000 1,500 0 "":! City Limit 2030 MUSA Open Water Wetlands Existing Parks and Trails Regional Trail Existing On Road Trail 0 Community Park 0 City Hall /Memorial Park 0 Existing Ball Fields /School Property Existing Park (Private /Lion's Park) ® Golf Course Proposed Parks and Trails Proposed County Bike Trail - - -- Proposed On Road Trail Off Road Trail 3,000 Feet Off Road Trail outside 2030 Development Area - - -- Horseback Trail Proposed County Road 50 NONE, Natural Gas Pipeline Easement Trail (Potential) City Square osP OSP /Nature Park • ASA - Athletic Search Area Neighborhood Park 0 Trailhead Search Area Greenway Corridor (Bonus Eligible Resource Corridor) *Proposed park and trails locations represent the general search areas for parks and trails. The City will work with developers and landowners to identify the exact location and size of parks and trail alignments as development or park acquisition is proposed. June 2, 1011 •�� Bonestroo I:/ 504 / 50408144 /GIS /ComPlan /Maps /Final Maps /2030 parks and trails.mxd COTT' LAVE FT JUBERT - -- NO ` -- LAKE ,OSP T- 0 0 J Ei\ , J , j I 11i1�11 �'n�11� 1 1�.11�11�11�1��11�11�11 MORIN LAKE OSR; i1�11�11 �11�1 ♦♦ LAKE 'I OSP ,'- ■fit ��■ 7�.♦�I �`��, ��- ►'�j11 _�_� ►�i •r' � 1111111 I ��m •�1 €19�.. Parks & Trails Plan 2030 Comprehensive Plan N W,�ma, E �S 3,000 1,500 0 "":! City Limit 2030 MUSA Open Water Wetlands Existing Parks and Trails Regional Trail Existing On Road Trail 0 Community Park 0 City Hall /Memorial Park 0 Existing Ball Fields /School Property Existing Park (Private /Lion's Park) ® Golf Course Proposed Parks and Trails Proposed County Bike Trail - - -- Proposed On Road Trail Off Road Trail 3,000 Feet Off Road Trail outside 2030 Development Area - - -- Horseback Trail Proposed County Road 50 NONE, Natural Gas Pipeline Easement Trail (Potential) City Square osP OSP /Nature Park • ASA - Athletic Search Area Neighborhood Park 0 Trailhead Search Area Greenway Corridor (Bonus Eligible Resource Corridor) *Proposed park and trails locations represent the general search areas for parks and trails. The City will work with developers and landowners to identify the exact location and size of parks and trail alignments as development or park acquisition is proposed. June 2, 1011 •�� Bonestroo I:/ 504 / 50408144 /GIS /ComPlan /Maps /Final Maps /2030 parks and trails.mxd Hennepin Hennepin County Public Works Transportation Department Public Works Facility 1600 Prairie Drive Medina, MN 55340 -5421 September 13, 2013 Ms. Kendra Lindahl City Planner City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Phone: 612 - 596 -0300 Fax: 612- 321 -3410 Web: www.co.hennepin.mn.us Re: Preliminary Plat Review — Triden Ridge Estates Second Addition Southwest Quadrant of County Road (CR) 117 and Triden Ridge Circle Hennepin County Plat Review No. 3318 Dear Ms. Lindahl: Minnesota Statutes 505.02, 505.03, and 462.358, Plats and Surveys, allow up to 30 days for county review of preliminary plats abutting county roads. The preliminary plat to transfer ownership of the existing home and outbuildings was received by Hennepin County on August 21, 2013. It is our understanding that there will be no change in the use of this property with the transfer of ownership. The county plat review committee examined and discussed this plat on September 10, 2013. Based on our review of the preliminary plat, the following comments are provided: Right -of -Way — The right -of -way for CR 117 along the property is 50 feet (centerline to property line), which is consistent with the county's typical design section for a two -lane rural roadway with a paved shoulder to accommodate pedestrian/bicycle traffic. No additional right -of -way is being requested as part of this plat. Access — There is a gravel driveway on CR 117 for the existing home. It is our understanding that the current driveway will remain, and no new access is proposed. Therefore, we do not have any further comments regarding access to this site. In the future, if Outlot A (46.26 acres) develops, the county will review a revised plat for the property to address future access. Based on current conditions with high traffic speeds on CR 117 (posted speed limit 55 mph) and future development expected to the northeast in the City of Rogers, the county would desire future access for Outlot A to be orientated to the east on Triden Ridge Circle. Permits — Please inform the developer that all proposed construction within county right -of -way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to driveway and street access, drainage and utility construction, trail development, and landscaping. Permit questions can be directed to Steve Groen at (612) 596- 0337 or stevemroenn co.hennepin.mn.us. An Equal Opportunity Employer Please contact Bob Byers (612) 596 -0354 or roberGbyers(a)co.hennepin.mn.us if you need anything further. Sincerely, James N. Grube, P.E. Director of Transportation and County Engineer JNG /cj s cc: Plat Review Committee Mark Larson, Hennepin County Survey Office Preliminary Plat of TRIDEN RIDGE ESTATES SECOND ADDITION DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I Ir10 I I 10 —�1 I I p l I ---- 1 - - - -J I L — — — — � - - -- BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT -OF -WAY LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT L INES, A S SHOWN ON THE PL T. r 0 0 24717 I I ` -drainage & utility I o / eosem fir' �G7 100 0 100 200 300 kale: I = I uu TOTAL AREA = 66.47 ACRES � J I LIJ `I> I I A Ar -/1 r1/1IA 80 —- ' / . /-\ E r, A I /1 - 7 /r- 1 �11_�TI l i v U. l\ L-1. I V l./. I - -. _ - 179.23 _droinoge - - - - - - --- N00 58'13 'W ^ p & utilit r' eosemen t 0 CID 82.98 " 69 Z I1 N8642'58 E N Edge of Delineated Wet /on '� j�o i' hti �0 Q >� I Edge o t pelfneoted Wetlond Wetlond Buffer ✓ N. (25' ovg. width) I \ .- Wetlon ' ad Buffer (25vg. width) c, I y I I Septic Area house 3 I o I I Ex Well v I Z I shed I 1 100.9 I shed II I LOT 1 III BLOCK 1 I I 10.20 ACRES I - — I I I � I M I I 46'W I V� J 0 01'47 "E 2155.36 _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1591 ----------- li /--)/ /T/ /1T n lJ (J / L . l./ / / -I � I I N I I I I 1 Q) o Z I mow lline fits I I � -- --- - - (- -- — — — — — -- 519 - - -- - - -J L— 127 - - --I S88 56 51 W 645.88 - 2 7.6 TiEl fence- ,, I I I I � I I I �o I I denotes Building Setback Line Front - 100 Side - 25 O Rear - 50 p I Wetlond - 15 Z I I I I I edge of woods- � i I I I� I? I I> L_L)AAI AAA,7)/ r_-IA 'l// \ v\// \ / -II V /VI/ -1i L.L_ VV VVL/ Notes: 1) Wetlands Delineated by Kjolhoug Environmental service Company. 2) All Easements with in Outlot A Triden Ridge Estates are proposed to be vacated. 3) Topographic wavier was granted for this plot. 4) Wetland Buffer vegetation to remain as it currently exists. Preliminary Plat on OUTLOT A, TRIDEN RIDGE ESTATES, Hennepin County, Minnesota Revised.• 8121113 del. wetland 8129113 wetlond Buffer 9 16 13 wetland buffer width l hereby certify that this survey, plan, or report was prepared by my or under my direct supervision and that l am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ;�/'?-a, Paul E. Otto License #40062 Date: 9116113 OUTLOT A 46.27 ACRES I `I J � J J\ (3) 1 I l LCD I I �- > I el I I `I I C� I I �- I �= - I I I lOt 120 I — — — 20+ < S88 56'51 W 550.15 — - N I I \ I � \ I -mow line \ to Ile I � \ •\ L I I I I, — il / � I r Imow line — . I \ � I I \ I 11 it I ----------------------- - - - -u' S88'56'51 "W 906.85 treeline 1 l v 18t VICINITY MAP SECTION 6, TOWNSHIP 119, RANGE 23, HENNEPIN COUNTY, MINNESOTA coun Too 777 al U V aI a PROJECT N W 114 LOCA TION a� c c NE 1/4 rn 0 0 ookdole drive c 0 U meadow creek drive SW 1/4 SE 1/4 tessmer rood Date: 7/15/13 Tom Pouliot Drawn By.• M.L.H. Scale: 1 " = 100' Checked By.• P.E.O. PROPERTY DESCRIPTION: Outlot A, TRIDEN RIDGE ESTATES, Hennepin County, Minnesota, according to the record plot thereof. www.ottoassociates.com ���� �I 9 West Division Street — ,1 Buffalo, MN 55313 � (763)682-4727 %I, i iil Fax (763)682 -3522 Engineers & Land Surveyors, Inc. • denotes iron monument found O denotes 112 inch by 14 inch iron pipe set and marked by License #40062 ® denotes Wetland Buffer sign to be set Project No. 13-0326 .r, 0 0 ` Ok Ok O • �, Y a o o Z 2 N04 30'13 "W 569.99 - _ _ 145-00 Will rn N0000'00 "E 262.37 - - --- - - - - -- 'o� i IoS I � --- - - - - - - - - - - r Q ° O F` ginseng pne I ? I CD LO Cb m cD 4 e' s o �• n n _;,� I w of 3 2 2 I COI a countyrood 19 $' w I rn I I rn'ao' r- I vr+ 4.99 N m O� a � n � I� r N00�E n 2 ocl I o m r I Ln J soo•W C� I 41, - 9 5.00 J 2 0 0 C _ tr /den rid e circle I °o o — I t I I vim' � � ; a• L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — mom, -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -� w - N00 00'00 "W 830.61 o IN3 �) Iw �.- - N00'00'00"E 748.65 - -- - - - - - - - - - - - - �� i \ I °° I \ I �- I — \ I A/ l l/ T r —T A l/ I 0 LJl \lVL_ QD I N) I I I I � C� j� I -> °m `"a I I I cb r �- o °c CD y Cb I y an I 2 I J Cb I I I =) n ,.I � ry a - � L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I - - S00'16'55 "W 717.19 I I I I I I I I I I I I - I v I I I cn I I cn I I I I I � I I ,• , I I � I I I os ! L - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o I I 0 - - S00'16 55 W 859.92 - l l \ILJL_I V l \lLJl7L_ ill \ uL.L_ "own" �poZ I p Oi� Oti ti cn?OO o a00 I -0 Ln Q o �� n C-) C-) n ti�n� O o �ncn QO O ~ O� o I I O m , m e 1 3 O I �, O� OBI O �m m m o c ? I I ° 00 m Z �ZpO I c� o 2 0' I c 3� 1 o� I n� �c O Zy cu �•� m o Z`" Cy I I �� o o QO m I O ni m 1 n o 1 _. n I Q Q < z ? O I�10 rn Q I yO O I o o �O �, C �O O o — =cnZnn Q`� I `� I? I C ui I �` 1 �O j cj �� y r, �O I I y 3 22 � °ate Ocnc�� I Z O n� I n �O� I OOO'I c>O pram° O in cn O Or Z0�2 O o rn W I o o ° `�° cn I am o 1 ° n 1 �'�� cno �'' OIO I ?�O o o m c 1 3 �Z j ° Om o cn ~0 Z � 1 t I 3 r� m O m m I I O 3 Q 1 p O I n �j cn m O O a I I m m Zni =� I o C �• cn`� I? o`< < 3 to ° I o Z I ° o. m Z I O O QO m rrj �I 0 O Z I � O n `� I m n min I o � I o� ,, :k Cob 1 ocnCob CZL O� I cn I O tom oZ o�n0 cn = o Qo I �� Z -0O �p I cu c a �0 o O I O I I O O•cn �� Z � rn j I 3 o I O Q� Oo Eo I o a-,.o 3 � Qo j I I O am Oo jz � m I O OmOti O�' 1 O�` �o'O O�' I I y mo cn Uj �Z�? -- - -- O �� j `� in'o 1 0 W� j n !'lam I CNO='O O m n� I I I Q O� m O `C q S I �� I �� I Opol O� n O 1 J Q OO I `� � `�i tin I cn i� I n a C I 1 �. I O O Z `�1 �I po O �^•Q`� Z �I '�I o 0 I I I o QO cn O O �r(n �_ C Q ti I QQO J n1 `C o ZI ZI -. Q o cn a O ?c O `C o o Z. I I 1 m am o ti ° m �I Z I o O I I o 5' m 0 c> 0 1 o I O -. m 0 1 I m 1 m y cn Fj Z O cn O I' m I �'' o O 1 n1 I O o O Q `� o Q I I r ° O cL, o' n o o Q o � O o O Otnj I , I o °p j 1 o Z I v o-10 ° �� O 1 LO �o o O'r_. O � 1 0 1 �`o Ln o = O C,a `� I m o O I I m c 1 W`5 lam ~ 1 O m O O~ U cn O n� c m< O 0 3 Z I I Q O acu m I I 4 ti D O,` o I O �p Q- m cn c I I o ��I I m m QO c I m I Q ��m Z �� Z Z —10 O :� of = I Q Ln I �o' I m o �' ? y' Q I I Q 1 O m m cn tJ � I O 5 m J' O cn 3 m j' O I I Q(, O m O u� �' I O m I O m O I� `� cn S' o ti3 ? o o n Z c� o o �I I QO c c� Q.-. o �o I �� p o I �Q 0 �Z O�� I O °ti3° �� pm I �Onmo- O Z QI C 1 m Ln I o m O� Or? O QI Z1 m 1 0 mo � �� n`boZ Ln m 1 I rnl O I I amco m I I 01 nl 4 �O '• O� I O I _ O I of I oof �000�a� O j of of ° c �cmn I O o 0 0 0 p x m m x Q Qm o f p Q �^I I cn' 11 I ;� n ti 3 ?O 11 I O �O `S cnO m m l `-I o m l t o �� O �o ZOy = I I O I o o m Cb `° Cb p Ln 1 �i i 3 I I ul. m C O 1 �-I I 4? I 1 0 o Q° o C s I o O cn O I m I I O I I I I I I I O Q=`O I I 1 1 O �I I o n J ?< I I 1 1 cn' I m o m m �i0°o O 1 1 m cnn I I Q� ° o y I I ° I yl 1 y Q � Ln o ti� I I 1 1 I n '3m�Z I I cn' O I I 0 I I QI �I I �O cp I I n� I o I I To 0 0 I I 1 Z I I TQ� I I i I I y (cn �• m C�OCbo I I I I I QI I ono O(b I I I I 1 ? 1 1 m `� O I I I I O I I m l I m I O I ^i m I I 1 1 I o�I I Cb O3o I I I I I j �o I pn��jo I I 1 1 1 `�°pI I Qa- mm I I I I o 1 I I 1 1 yo 1 C,C) o� I I 1 4QI I ��'in'(b CL I I 1 mZ a �m I I I O �' m 3 1 o I I Q O I 1 m C) -0 cr I n Q 1 O � O I N� 1 ' 1 NQ W�.� Ln m 1 j `� °O'C I I I rn m I Q) 1 0 1 Om 1 N- �O m Q 1 :� I 1 O ti� 1 1 O Q �.n.cn 1 I 1 o I Q� I I 1 I c o o I I I i O o o m I I I O I 1 I o I Oy�Q'^o I I 1 OI I OjO�'^ I I 1 I 1 m o� g an M 1 ocm 3 I I 1 �Q o I I c O` 4 1 o I 1 m 1 O �Q I I I o m m �� 1 I 1 5'cn O �Q 1 I 1 1 3 I N) Cb C)� O I 3 I I I o Qua :•c I I I I 1 , �°o a° 0 _ O I I I Q I I Q_ o O I I o 3 s I I Q I I O O m I umi I I I I N) O Cb m o I umi I 1 I m �, O m I o 0 3 -� O I O Q cn 5' CD I I ? I a I o m i o I 1 I i j Q �� 3 o m I o I I I I `° 1 I O � Cb o I I m Q I o I I I I y I 1 Z I I o I lb Q I I I m��oa3 I I 1 a Q� m `�� Z I I 3 Q I I 1 am o .`� I I I m C n o I° j o I I I 1 0 0 ?_m aQ I I 1 1 1 �° O o m O 41 ® I I 1 I I O Q� I `c I I 1 I O o `y � m I I I I > `� O GS 4 � 1 1 I � cn m� s n Cq 6 1 I col I �oC) I 1 Q O r. I Q c � I I -rz) 1 C o 1 I m Cb Cb Cb 1901.2 a i m `� I I O m ,T 10 �. n I ~, 0 1 0 `� `� O I f � r I ri I c 2 I Q O C� STAFF REPORT Document No. 9c. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Action Required: Rockford School District Ballfield Site Plan, Approval Conditional Use Permit and Variance at 20400 County Road 10 (PID 23- 119- 23 -34- 0001) (city file 13 -023) Summary: The Rockford School District is requesting approval to build a varsity baseball field in Corcoran. An attached memo from Kendra Lindahl addresses the planning items related to the application. In addition to those planning items, the City Council should consider a financing request as well as a shared use and maintenance agreement between the City and School District. Financing: The Rockford School District has requested the City of Corcoran commit funds to this project to cover the costs of parking as well as roadway improvements for the site as the baseball field is intended to be a shared facility between the two entities. Kent Torve, City Engineer has put together a rough cost estimate as follows: • Paved parking lot (small lot near outfield): $120,000 • Grass parking (overflow): $38,000 • Turn lanes (required by Hennepin County): $100,000 - $150,000 o It should be noted that bids for turn lanes for the Public Works facility came in around $70,000) The paved parking lot would be required in the initial stage of this project while the grass (overflow) lot could be built at a later date if required based upon usage. In regards to the turn lanes, staff feels that this item could be delayed by request of the City until a later date when development takes place in the area as those lanes would more than likely not be in a location suitable to a future design. Therefore it is staff's opinion that the approximately $120,000 initial parking lot cost would be the required initial commitment for the project along with the previously committed $45,000. Shared use and maintenance: The proposed baseball field is intended to be a shared facility according to the Rockford School District. While a usage agreement has not been discussed in detail it is envisioned to allow for School District use primarily with additional usage for the baseball association and future additional uses such as a town ball team. Page 2 In regards to maintenance, initial discussions with the School District have placed an expectation that maintenance for the new field would continue to be primarily completed by the City. Conversations with Pat Meister, Public Works Superintendent have resulted in a belief that an additional summer seasonal employee would be required for the maintenance of the facility as it is proposed to be a high quality facility that would require more maintenance than the existing ball fields within the City. The estimated cost for this summer seasonal position is $7,000 - $9,000 beginning in 2015. Financial /Budget: Initial financial commitments for the baseball field project could be funded out of the City's Park Dedication Fund which has a balance of approximately $342,000. Ongoing maintenance would be funded out of the City's General Fund budget. Options: 1. Approve Resolution 2013 -58 approving the site plan amendment, conditional use permit amendment and variances, as recommended by the Planning Commission; approve the use of Park Dedication Funds in order to construct a parking lot for the facility; direct staff to work with Rockford School District to establish a shared use and maintenance agreement. 2. Send back to staff for further review. Recommendation: Staff recommends the City Council approve Resolution 2013 -58 approving the site plan amendment, conditional use permit and variances, as recommended by the Planning Commission. In regards to the financial commitments and shared use /maintenance agreement, staff believes this is a policy decision that should be made by the City Council so no recommendation exists. Council Action: Consider a motion to adopt resolutions as recommended by the Planning Commission and Parks and Trails Commission; approve the use of Park Dedication Funds in order to construct a parking lot for the facility; direct staff to work with Rockford School District to establish a shared use and maintenance agreement. Attachments: 1. November 18, 2013 memo from Kendra Lindahl Agenda Item i • L A N D F 0 R M From Site to Finish ! 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran City Council FROM: Kendra Lindahl, Landform • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net DATE: November 18, 2013 for the November 25, 2103 City Council Meeting RE: Request from Rockford Area Schools for approval of a Site Plan, Variances and Conditional Use Permit for a Baseball Field at 20400 County Road 50 (PID 23 -119- 23 -34 -001) (city file no. 13 -023) 60 -DAY REVIEW DEADLINE: December 21, 2013 Application Request Rockford School District is requesting approval to build a varsity baseball field on land they own at 20400 County Road 50. The project includes associated improvements, including bleachers, field lighting, landscaping, trails and parking lot improvements. 2. Planning Commission Review The Planning Commission held a public hearing on this item at their November 7th meeting. The Commission voted unanimously to recommend approval. In addition to the applicant, two people spoke at the public hearing. Commissioners raised questions about why they were reviewing the request when there were so many unanswered questions. Staff noted that the review period had been significantly reduced due to a late submittal, but that staff was comfortable that the conditions could be addressed between the applicant and staff prior to beginning work. The school received a grant and indicated that they need to have approvals this year in order to keep the grant. The applicant indicated that they will work toward addressing all of the conditions of approval. David Knodel spoke and asked why this is being squeezed into this tiny portion of the site and when they will build a school here. The applicant indicated that they do have a master development plan this will work with their other development plans to maximize the site. David Knodel asked if speed limits on CR 10 and CR 50 could be reduced since it is next to a park. He lives across the street and noted it is very dangerous to try to turn on or off the County Roads here. City Administrator Marten noted that the State sets speed limits and will only reduce them if a study is done to show warrants. The City is reviewing this issue. Chad Robran noted that he is very happy that the School district is investing here in the City of Corcoran and he supports the request. Landform, SensiblyGeen and Site to Finish are registered service marks of Landform Professional Services, LLC. • • • 3. Parks and Trails Commission Review The Parks and Trails Commission reviewed this item at their October 15`h meeting. The Commission made three comments: • a. They support the construction of the ball field on the school property contingent upon a long term lease agreement approved between the City and the school district. It is staff's understanding that the school district is preparing a first draft for review by the City. b. They support the use of the Park Dedication Fund to pay for a parking lot amenity of a similar material to the existing in the surrounding parking areas. Staff has discussed the issue with the City Attorney who opines that because this site is shown as an 'Athletic Search Area" in the Comprehensive Plan and the new field will be available for City use, the City may use park dedication funds to make improvements. Any decision about City investment in the ball field project is a policy decision for the City Council. c. The Parks and Trails Commission prefers a gravel lot and requests the Council allow a gravel lot through variance or change of code. Staff has reviewed this issue and because of the need for accessible access, we recommend that the lot be paved. No variance for this was requested by the school is not being considered as part of this application. 4. Context Background The school district received a $100,000 2013 Hennepin County Twins Grant to help build a new varsity baseball field in this location. The grant typically requires the work to be completed in the year that the grant is received. However, the application was not submitted until October 3rd and the school district has informed City staff that as long as they are making progress toward completion, they will have flexibility to continue construction into 2014. The school would like to break ground yet this year; therefore, the City has condensed the review process to potentially allow Commission and Council review in November. Zoning and Land Use The property is zoned P -1 (Public /Institutional) and is guided Parks /Open Space. Surrounding Properties The surrounding properties to the north, west and south are zoned Urban Reserve (UR) and guided Mixed Residential, Existing Residential and Low Density Residential. The property to the east is the city park and is zoned P -1 and guided Parks /Open Space and Public /Semi - Public. Rockford Ballfield (city file 13 -025) November 25, 2013 • i • Natural Characteristics of the Site 0 The 2030 Comprehensive Plan shows a number of wetlands scattered around the site. The south fork of Rush Creek runs through the site and, therefore, a portion of the site is in the shoreland overlay district and floodplain district. The applicant has indicated that no wetland impacts are proposed. 5. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the site plan. The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the conditional use permit. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. B. Consistency with Ordinance Standards Site Plan The applicant is proposing construction of a varsity baseball field on property they own. This property is adjacent to the City of Corcoran park. The proposal includes the varsity baseball field and associated accessory uses like dugouts, bleachers, press box and portable concession stand /trailer /food truck. The development of a ball field on this property is a Permitted Use in the P -1 district. Park Dedication Park dedication is not required for this project because the property is not being platted; however, the ball field complex will be a significant recreational amenity in Corcoran. This is one of the areas identified in the 2030 Comprehensive Plan as an Athletic Search Area. Athletic complex and open space search areas are shown on this plan to indicate potential site areas, not exact property locations. Athletic Search Areas are areas where the City will seek to create one athletic complex utilizing approximately 120 acres of land. Rockford Ballfield (city file 13 -025) November 25, 2013 • • • Sewer and Water Sanitary Sewer will not be provided, but portable restrooms will be provided. • Water will be provided through installation of an irrigation well since City water is not available. When the southeast area of Corcoran is fully developed, Corcoran will need to provide water supply and treatment for additional water. At that time, additional regulations may cause the facility to utilize City water supply. Setbacks The Zoning Ordinance requires a 100 -foot setback from County Road 10 for the parking lot, fence and light structures. Section 1060.070 of the zoning ordinance allows the parking setback to be reduced to 50 feet and the structure setback to be reduced to 60 feet if the applicant provides a minimum of one overstory deciduous tree, one overstory coniferous tree, 2 ornamental trees and 10 understory shrubs per 100 feet of the length of the property line where the flexibility is requested. However, in this case, there is not adequate room to meet this reduced setback. The applicant has requested a variance to allow a minimum 43.43 -foot setback for the structures and a 4.5 -foot setback for the northwest parking lot and a 5 -foot setback for the northeast parking lot. The requested variances are discussed later in the staff report. Access Access is proposed to be provided off of County Road 50 on the south at the existing curb cut and on the north from a new access on County Road 10. Hennepin County has reviewed the requested and has noted concerns about sightlines on County Road 10 for the proposed curb cut and has requested that the applicant provide full turn lanes for left and right turns in to the new parking lot on the north end of the site. Staff has included a condition requiring that the applicant work with Hennepin County to satisfy their requirements for access. The existing right -of -way for County Road 10 is shown as 66 feet; however, the plans should be revised to recognize future ROW up to 80 feet. This is consistent with County requirements along other sections of County roads in the community. This will likely affect the parking layout, since the most northerly row appears to be in conflict with ROW, setbacks, etc. Parking The plans show two future parking lots on the north end of the site and the applicant notes that the primary parking area will be the existing parking lot on the south of the site approximately 850 from the nearest bleacher. The ordinance states that parking stalls shall not be located more than 300 feet from the development. Staff finds that the north parking lot is critical to provide the required accessible access to the ball fields and also provides a limited amount of convenient parking on the north end of the site. This Rockford Ballfield (city file 13 -025) November 25, 2013 i i i parking lot shall be designed and constructed with bituminous. The applicant must submit a turn radius analysis showing adequate space for bus turnaround and fire and emergency vehicles. Due to the potential for expansion of County Road 10, staff finds that the proposed 4.5 -foot setback on the northwest lot and 5 -foot setback is inadequate. Staff recommends that the northernmost row of parking be eliminated (approximately 17 stalls). This would allow approximately 40 parking stalls to be constructed in this area at approximately 25 -foot setback. Section 1060.060 of the Zoning Ordinance requires new parking lots to have "a perimeter of poured, cast in place, concrete curb around the entire parking lot and shall be surfaced with asphalt, concrete, or other surface as approved by the City Engineer ". The ordinance notes "gravel parking lots shall be prohibited in all areas of the City except in the Rural Commercial (CR) zoning district." The existing language provides the flexibility to allow pervious pavement, pavers or similar types of environmentally friendly solutions to address parking and stormwater issues. The Zoning Ordinance requires ball fields to provide 1 parking stall for every 4 seats. The applicant's plans indicate 320 seats, which would require 80 parking stalls for this ballfield alone. The school has indicated that they will provide additional information about how much parking is available in the existing south lot and how many seats exist in that lot in order to evaluate the required parking. The ball field does have unique parking characteristics and staff finds that the ordinance provides some flexibility in the parking requirements. Staff recommends that the new parking lot on the northeast be constructed in the initial phase as a paved lot and the existing gravel parking lot on the south continue to be used for overflow parking. If a documented parking problem is identified, then the applicant would be required to work with the city to construct the northwest parking lot. Staff recommends that if this parking lot is required for occasional overflow parking, this area be allowed to be constructed as a grass parking lot, which would reduce the cost and stormwater impacts in this area. Details for this construction could be evaluated when that lot is constructed. Parking west of the creek can be considered overflow parking, and to lessen the cost and stormwater impacts this area can be constructed with grass surface and significant tile drainage. If this overflow lot is constructed in the future, a pedestrian pathway to connect the lots needs to be shown on plan. As overflow parking (not parking that is needed to meet minimum ordinance requirements), the City has the flexibility to allow this type of parking surface. A similar surface was approved for the seasonal peaks at Lions Park. Screening /Landscaping Section 1060.070 of the Zoning Ordinance provides standards for landscaping. Section 1060.070, Subd. 2(G) of the Zoning Ordinance specifies the landscaping requirements for all new construction and additions. The applicant has provided landscaping based on the building area of the bleachers and pressbox, which requires 2.8 trees. The applicant is showing 5 ponderosa pines on the north side of the field to satisfy this requirement. Additionally, the ordinance requires parking areas with 4 or more stalls to be screened from properties guided or zoned residential and from public streets. Screening to a height of at least 3 Rockford Ballfield (city file 13 -025) November 25, 2013 • • feet shall be provided to screen vehicle headlights. The plans must be revised to provide this required screening for the north parking lot. Stormwater Management • The stormwater management plans should be revised to consider alternate BMP (Best Management Practices) design or a location for the depression /treatment area by the pedestrian bridge. Parking lot treatment BMPs should be shown on plans for review and approval by the Watershed and City. Wetlands Elm Creek Watershed Management Commission has provided comments noting that the plans received are incomplete and requesting additional information. The ECWMC must review and approve the wetland delineation and any proposed wetland impacts. We have included this as a condition of approval. Shoreland Overlay District The Shoreland Overlay District extends 300 feet for the OHWL of the creek. The applicant must revise the plans to show the shoreland overlay district boundary on the site plan. The boundary currently shown on the plans received on October 31 s` appears to follow the wetland edge not the creek. The ordinance requires a minimum setback of 100 feet from the OHWL of the creek. The required setback must be shown on the plans. It appears that the setback is not met and a variance is required. It appears that a 47 -foot setback is provided. The variance is discussed later in this staff report. The applicant must provide additional details to identify any shoreland impacts from the pedestrian bridge, as required by Section 1050.020 of the Zoning Ordinance. The bridge and pathway will be paved to provide a means of access to the ball fields from the south overflow parking lot. The ordinance limits impervious surface coverage in the shoreland overlay district to a maximum of 25 %. The applicant must provide a calculation to show the amount of impervious area in the shoreland overlay district. Floodplain The floodplain boundary must be shown on the site plan and approved by the City and ECWMC. The applicant must provide additional detail to identify any floodplain impacts for the pedestrian bridge, as required by Section 1050.030 of the Zoning Ordinance. The applicant must provide a floodplain mitigation plan for the floodplain impacts created by the proposed grading associated with the ballfield. Site Lighting Rockford Ballfield (city file 13 -025) November 25, 2013 f M 0 • The applicant is showing 70- and 80 -foot high lights to illuminate the ball field. A conditional use permit is required for light standards over 30 feet high. The conditional use permit is discussed later in the staff report. The applicant must provide lighting for the northern parking lot. The lighting plan must be revised and lighting details provided. The lighting plan should be revised to show the new lighting and to show compliance with the maximum foot - candle requirements in Section 1060.040 of the Zoning Ordinance. The ordinance limits any light or combination of lights to a maximum of one foot - candle (meter reading) as measured from the property line or the centerline of a public street. Signage No additional signage is proposed. However, one large scoreboard is proposed. This is an allowed accessory use for ball fields. Conditional Use Permit Light standards in excess of 30 feet high are a conditional use in all districts. The proposed 70- and 80 -foot high light standards are typically associated with ball fields. We have reviewed the request against the conditional use permit standards in Section 1070.020. Specifically: A. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The ordinance allows ballfields and associated light standards. These types of fixtures are typically provided with ballfields. B. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. The conditional use permit will allow installation of lighting needed to facilitate use of the varsity baseball field. The use will promote and enhance the general public welfare by providing recreational needs for the school district and city residents. It will not be detrimental to or endanger the public health, safety, morals or comfort. C. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The light standards a commonly accepted accessory use for ballfields and will not be injurious to the use and enjoyment of other property in the immediate vicinity nor substantially diminish or impair property values within the neighborhood. Rockford Ballfield (city file 13 -025) November 25, 2013 • N • 0 D. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The lights will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Lighting will comply with ordinance standards for brightness. E. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. No public facilities are needed for the lighting. Adequate public services can be reasonably provided to accommodate the proposed use. F. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. The proposed use will conform to all applicable regulations in the P -1 zoning district if the requested variances are granted for setbacks. G. The conditional use and site conforms to performance standards as specified by this Chapter. As noted in the previous section, this application meets all zoning district performance standards when the conditions in the approving resolution are met. Variance A variance is required for three items: 1. Shoreland setback from the creek 2. Parking setback from County Road 10 3. Structure setback from County Road 10 We have reviewed the requests against the variance standards in Section 1070.040. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. The burden of proof is on the applicant to show that all of the following criteria have been met: a. That there are practical difficulties in complying with the Zoning Ordinance. There are practical difficulties to meeting the standard setback due to the site constraints caused by the location of the existing County Road, the creek, the significant tree stands and wetlands. This property has been owned by the School District and planned for future development for many years. It is not possible to construct a varsity baseball field with the required parking and other accessory uses in this location without variances. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. Rockford Ballfield (city file 13 -025) November 25, 2013 i i i The conditions upon which the variances are request are based are unique to this parcel due to the physical characteristics of the site. c. That the granting of the variation will not alter the essential character of the locality. Granting the variance will not alter the essential character of the locality. The impact of the reduced parking and structure setback from County Road 10 will be mitigated by the additional landscaping required to screen the parking area. The site will be far less d. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The proposed variance would be in harmony with the general purpose and intent of the ordinance and would allow for an easily accessible varsity baseball field on school property in a location near other community facilities to allow city use of the field as well. e. The variance is consistent with the Comprehensive Plan. The variance is consistent with the Comprehensive Plan. f. The City may impose conditions on the variance to address the impact of the variance The City may impose conditions on the variance to address the impact of the variance. However, in this case, staff finds that the conditions related to the site development standards, including the additional landscaping along County Road 10 are adequate to address concerns. 6. Conclusions Staff finds that the standards for a site plan and variance have been met or can be addressed with the changes discussed in the staff report. We have included conditions in the draft resolution to address these issues. Other issues related to cost sharing or financing are not part of a land use review and should be discussed separately by the City Council. 7. Recommendation Move to approve Resolution 2013 -58 approving the site plan amendment, conditional use permit amendment and variances, as recommended by the Planning Commission. Rockford Ballfield (city file 13 -025) November 25, 2013 • Attachments 1. Resolution approving Site Plan Amendment, Conditional Use Permit and Variance 2. Site Aerial Location Map 3. City Engineer's letter dated October 30, 2013 4. Comments from Hennepin County dated October 16, 2013 5. Comments from Building Official dated October 16, 2103 6. Comments from ECWMC dated October 21, 2013 7. Applicant's narrative 8. Preliminary Plans dated October 3, 2013 9. Revisions dated October 22, 2013 10. Revisions dated October 31, 2013 Rockford Ballfield (city file 13 -025) November 25, 2013 • 10 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -58 Motion By: Seconded By: November 25, 2013 APPROVAL OF A SITE PLAN, CONDITIONAL USE PERMIT AND VARIANCES FOR THE ROCKFORD AREA SCHOOLS FOR A BASEBALL FIELD AT 20400 COUNTY ROAD 50 (PID 23- 119 -23 -34 -001) WHEREAS, the Rockford Area Schools is requesting approval of a site plan, conditional use permit and variances to allow construction of a new varsity baseball field and associated improvements on property legally described as follows: That part of the East Half of the Southwest Quarter of Section 23, Township 119, Range 23, West of the 5th Principal Meridian, which lies South of the centerline of Hennepin County Road Number 10, subject to Hennepin County Road Number 50, excepting therefrom the South Half of the West Half of the West Half of the Southeast Quarter of the Southwest Quarter of said Section 23, Township 119, Range 23, Hennepin County, Minnesota. WHEREAS, the Planning Commission has reviewed the site plan, conditional use permits and variances at a duly called public hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following conditions: 1. Site plan approval is granted to allow construction of varsity baseball field, parking lot and associated improvements, in accordance with the plans received by the City on October 3, 2013, and revisions received on October 22, 2013 and October 31, 2013, except as amended by this resolution. 2. A conditional use permit amendment to allow 70 -foot and 80 -foot lights for the field is approved based on the following findings: a. The ordinance allows ballfields and associated light standards. These types of fixtures are typically provided with ballfields. b. The conditional use permit will allow installation of lighting needed to facilitate use of the varsity baseball field. The use will promote and enhance the general public welfare by providing recreational needs for the school district and city residents. It will not be detrimental to or endanger the public health, safety, morals or comfort. C. The light standards a commonly accepted accessory use for ballfields and will not be injurious to the use and enjoyment of other property in the immediate vicinity nor substantially diminish or impair property values within the neighborhood. d. The lights will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Lighting will comply with ordinance standards for brightness. e. No public facilities are needed for the lighting. Adequate public services can be reasonably provided to accommodate the proposed use. f. The proposed use will conform to all applicable regulations in the P -1 zoning district if the requested variances are granted for setbacks. Page 1 of 4 City of Corcoran November 25, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -58 g. As noted in the previous section, this application meets all zoning district performance standards when the conditions in the approving resolution are met. 3. Approval of three variances to allow: A 25 -foot parking setback from County Road 10, a 9 -foot drive aisle setback from County Road 10 and 48.43 -foot structure setback from County Road 10 and a 47 -foot shoreland setback is approved based on the following findings: a. There are practical difficulties to meeting the standard setback due to the site constraints caused by the location of the existing County Road, the creek, the significant tree stands and wetlands. This property has been owned by the School District and planned for future development for many years. It is not possible to construct a varsity baseball field with the required parking and other accessory uses in this location without variances. b. The conditions upon which the variances are request are based are unique to this parcel due to the physical characteristics of the site. c. Granting the variance will not alter the essential character of the locality. The impact of the reduced parking and structure setback from County Road 10 will be mitigated by the additional landscaping required to screen the parking area. The site will be far less d. The proposed variance would be in harmony with the general purpose and intent of the ordinance and would allow for an easily accessible varsity baseball field on school property in a location near other community facilities to allow city use of the field as well. e. The variance is consistent with the Comprehensive Plan. Which anticipates park and other public uses on this site. f. The conditions related to the site development standards, including the additional landscaping along County Road 10 are adequate to address any concerns or impacts from the variances. 4. Prior to issuance of a building permit, the applicant/landowner must:: a. Record the resolution at Hennepin County and provide the City with proof of recording. b. The plans must be revised to show a paved parking lot with a 25 -foot setback from County Road 10. This can be accomplished by removing the northernmost row of stalls, resulting in approximately 40 stalls in this northeast parking lot. i. The applicant shall provide a calculation for the number of seats proposed to ensure that adequate parking is provided per ordinance requirements. ii. Overflow parking will be provided in the existing parking lot to the south. iii. If a documented parking demand is identified, the applicant will work with the city to develop a 2nd overflow parking lot generally in the area shown as the northwest parking lot. This lot shall also be required to meet a minimum 25- foot setback from County Road 10. This lot may be designed as a grass parking lot per the City Engineer's memo recommendation. c. The plans must be revised to provide landscaping to screen the parking lot to a height of 3 feet between the new parking lot and County Road 10 as required by Section 1060.070 of the Zoning Ordinance. Page 2 of 4 City of Corcoran November 25, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -58 d. The applicant must provide a turning radius analysis for the new parking lot to ensure emergency vehicle turnarounds and access. e. The 66 -foot road right -of -way for County Road 10 is accurately shown but the plans should be revised to recognize the future expansion of up to an 80 -foot right -of -way. f. The applicant must address all comments in the October 16, 2013 email from Hennepin County Transportation regarding access, sightlines and turn lanes. g. The plans must address all Elm Creek Watershed Management Commission comments as noted in the October 21, 2013 letter. h. The applicant must comply with all conditions in the City Engineer's memo dated October 30, 2013. i. The lighting plan must be revised to provide lighting in the parking lot in compliance with Section 1060.040 of the Zoning Ordinance. j. The lighting plan must be revised to comply with the maximum foot - candle requirements in Section 1060.040 of the Zoning Ordinance. k. The plans must be revised to accurately identify the shoreland overlay district boundary and setbacks. The current plans do not appear to follow the creek. I. The applicant must revise the plans to identify any shoreland impacts from the pedestrian bridge and path. m. The plans must be revised to indicate the maximum impervious surface coverage limits with in the shoreland overlay district. This shall not be allowed to exceed 25 %. n. The floodplain boundary must be shown on the plans and a mitigation plan must be submitted for review and approval by the City and the ECWMC. o. The applicant shall obtain appropriate well permits and provide a copy of the approval to the City. p. Trash and Recycling containers must be provided on site and emptied regularly. This issue may be addressed in the use agreement between the City and the School District. q. Electronic files of the plans shall be submitted to the City in AutoCAD format. r. Submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. s. Submit a landscape guarantee to ensure the 2 year landscape survivability as required by Section 1060.070, Subd. 2(I) of the Zoning Ordinance. t. The City and the School District must enter into a use agreement for management of the site, use of the site and cost sharing. Page 3 of 4 City of Corcoran November 25, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -58 5. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 25th day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 4 of 4 City Seal Hennepin County GIS - Printable Map Interactive Maps e4 :° Page 1 of 1 Property Map http: / /gis.co.hennepin.mn.usI Property /print/ default.aspx ?C = 456257.4899500003,4994041.... 10/8/2013 Parcel Map Scale: 1" = 800 ft. N 23- 119 -23 -34 -0001 A -T -B: Abstract ID: Print Date: 10/8/2013 Owner Market School Dist No 883 $0 Name: Total: Parcel 20400 Co Rd No 50 Tax $0.00 Address: Corcoran, MN 55340 Total: (Payable: 2013) Property Sale Vacant Land - Residential Type: Price: This map is a compilation of data from various sources and is furnished "AS IS" with no Home- Sale representation or warranty expressed or Stead: Non - Homestead Date: implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. Parcel 59.95 acres Sale Area: 2,611,251 sq ft Code: COPYRIGHT © HENNEPIN COUNTY 2013 t&i —1 Green." http: / /gis.co.hennepin.mn.usI Property /print/ default.aspx ?C = 456257.4899500003,4994041.... 10/8/2013 Wencl< TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. DATE: October 30, 2013 SUBJECT: Baseball Field Rockford School District Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com The plans for the Rockford Baseball Field Construction dated 9/27/13 and have the following comments: 1.0 Transportation and Parking Access CSAH 10 • Existing ROW is shown as 66 feet; however the plans should recognize future ROW up to 80 feet. • This will affect the parking layout since the most northerly row appears to be in conflict with ROW, setbacks, etc. Primary Parking Lot • Surface for the primary lot should be bituminous. • Applicant will need to address County comments on sight lines and access location, and should also submit a turn radius analysis showing adequate space for bus turnaround and fire and emergency vehicles. Secondary Parking Lot • Parking west of the creek can be considered overflow parking, and to lessen the cost and stormwater impacts this area can be constructed with grass surface and significant tile drainage. • Lighting location, conduit, etc. should be shown to the west lot • Pedestrian pathway to connect the lots needs to be shown on plan. 2.0 Stormwater and Floodplain Floodplain • More detail is needed to identify any floodplain impacts for the pedestrian bridge. • Shoreland impacts need to be quantified for the pedestrian bridge. Stormwater • Applicant should consider alternate BMP design or location for the depression/treatment area by the pedestrian bridge. Aesthetics and function are a concern. • Outlet control structure details are needed, with elevations of inverts, etc. shown. • Parking lot treatment BMPs should be shown on plans and approval received from the Watershed. 3.0 Sewer and Water • Sewer will be through portable units. • Water will be provided through installation of an irrigation well since City water is not available. o When the SE area of Corcoran is fully developed, Corcoran will need to provide water supply and treatment for additional water. At that time additional regulations may cause the facility to utilize City water supply. From: Carla J Stueve To: Kendra Lindahl Cc: Robert H. Byers; Steven J Groen Subject: Site Plan and Conditional Use Permit - Rockford School District Baseball Field Date: Wednesday, October 16, 2013 3:58:27 PM Attachments: Carla Stueve P E PTOE.vcf Kendra, Thank you for sending us the site plan and conditional use permit for the Rockford School District baseball field proposed along CSAH 10 in the City of Corcoran. The county plat review committee examined and discussed this site plan at our meeting on October 15, 2013. Based on our review, the following comments are provided: As shown on the site plan, two new access driveways are proposed onto CSAH 10, approximately 660 feet apart. We have some potential sight distance and traffic operations /safety concerns with these proposed driveways due to high traffic speeds (posted speed limit 50 mph), roadway curvature, and location of the trees immediately west of CSAH 10 south of the proposed (south) access. Based on our county guidelines for a posted speed limit of 50 mph, the desirable sight distance at each driveway for vehicles entering onto CSAH 10 is 740 feet to the north -west and 700 feet to the south -east. Prior to the construction of these driveways, the county will require an analysis of the stopping and entering sight distance measurements to demonstrate that adequate sight distance will be provided. This will be required in advance of issuing a permit for these driveways. In addition, for traffic operations and safety purposes on CSAH 10, it is our preference that full turn lanes are provided to accommodate the left and right turns into the parking lot. Based on the layout of the site and the Rockford School District boundaries, it appears the south driveway would operate as the main access. Therefore, providing turn lanes at this south driveway is a priority. For the proposed access to the north (assumed to operate as a secondary access), at a minimum the county requests shoulder widening to provide a bypass lane for northbound left turns and a taper leading into a wider radius for southbound right turns. We understand that a southbound right -turn lane at the north access would be challenging due to the close proximity to the guardrail. We would be willing to discuss options for the design of these turn lanes prior to the city's application for a driveway permit. Please inform the developer that all proposed construction within county right -of -way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to driveway and street access, drainage and utility construction, trail development, and landscaping. Permit questions can be directed to Steve Groen at (612) 596 -0337 or steve.groen0hennepin.us. Please let me know if you have any questions regarding this review. Thanks! Carla Carla Stueve, P.E., PT #E Hennepin County PublicWorks Transportation Planning 1600 Prairie Drive Medina, MN 55340 (612) 596 -0356 %- 1.'ork Cark.StUeV a @1knnepin.US Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney - client or work product privilege, may be confidential, privileged, proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. ETRO WEST INSPECTION SERVICES,, INC. Box 248, Loretta, Minnesota 55357 From: James C Kujawa To: Kendra Lindahl Cc: Ali Durounoalu Subject: Site Plan and Conditional User Permit PID 23- 119 -23 -34 -0001, Rockford School District Date: Monday, October 21, 2013 12:19:50 PM Attachments: FeeSchedule Auaust 2011.xls ApolicationForm 2010.doc Fial Potential Added wetland Area(RED OUTLINE).Ddf Hi Kendra, We are in receipt of the Draft Agency Review Plans for the Baseball Field Construction at County Roads 50 and 10. To date we have received a wetland delineation request for approval on this site. The application has been noticed and field verified, but one small area near the east property line, the creek and CSAH 10 has been requested to be added to the delineation prior to our final approval of the delineation . The area in question (attached) is being corrected by the delineator at this time. This site plan will require review and approval from the Elm Creek Watershed Management Commission. It will require approval on: Wetlands / shoreline /watercourse /flood plains • Wetland boundary and type (under review at this time) • Wetland impacts (it appears the trail /bridge will impact the wetland) o The site plans show the creek as South Fork of Rush Creek. The steam channels on this site are not Rush Creek or the South Fork of Rush Creek. It is a tributary to Rush Creek. • The flood plain to Rush Creek (north of CSAH 10) does extend into this tributary. The 100 year flood elevation is 942.25 which is hydraulically connected by the culvert under CSAH 10.. • The tributary is a DNR protected water course and will require their permit approval for any changes to the profile or cross - section below the ordinary high water elevation (OHWL) of the creek. The OHWL has not been determined on this site. • The Elm Creek WMC encourages a 20 foot wetland buffer around all the wetlands on site. • The onsite creek corridor is within a shoreland protection zone. • Water quality and quantity standards of the Elm Creek WMC must be met on this site. • Grading and erosion control standards of the Elm Creek WMC must be met on site. For further consideration for review and approval, an application (attached) and fee (attached) is necessary. Standards and requirements of the Elm Creek WMC can be found at http: / /elmcreekwatershed.org/ Please contact me if you have any questions. Jim James C. Kujawa Hennepin County Department of Envirommnetal Services Senior Environmentalist 701 Fourth Avenue South, Suite 700 Minneapolis, MN 55415 James.kujawa(@co.hennepin.us Direct Line: 612 - 348 -7338 Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney - client or work product privilege, may be confidential, privileged, proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. Revised 12/19/11 Please attach a brief description of your project /reason for your request. 441 ---P, SCR- &bVS, I SD 3 1 15 P -A t 1d J V4AFS !1 S4\5 i✓ RALL- Ft �-t "t,AD 1 !-lu "V'- 1 t-4r= l=?cr S T NX? S ©I= TAw- F l ECD Co 4vl Pt CX T� N� ETA r �&NF-eA1-L FII -1,7 FACIt -, rAL.'3 ?>L(S)CC- AIJ6013Ts gL_.ACt1E�,12S Tb ;t�R� I'1'I2oK, 32o F't Wz + tr�l" Rvr, SII T{ yzep,S� TiLAlr -S /R�E�L S� A13s �i� PQ1z- - Cbg y -.S1 1Io Z -�13Lt [orv�'SS 1Q►-�S 6- <- i L-i to HT 0a i Is Pc�1-r; . H I Calf Gam, �►� � � � � �- ��Y..E _ U010— 17,C—� VK TVAAL re-O"'A T�JF Sqz�� mpw -K (wtrH IfS GRAVE�L- P-PI Gl LW j. 'FVTvP.& AvSrD �--o7LESTV,-+J - A' --EN' tZkIST) Pk= ��Ibrr� -A +,&YD V (SO-ar --- ( P 41S tC-A — SO FER �c.�I tI +4I+�9iJ Wr O S T- d�_ �-ttr✓ 4 � � r✓ �. �� �- c�+...x� 4s t� � b!z l� . ' R E Cz- E+rnc�u �t (c,c C C--I N 1 7r�--D! 1- b c�1 9I, W LAC l5 P-r umr---D 1b cbw; Ps_9Cr T-Ite- 1 117(�C SC30TR Off' ff f- ORZ Fi LLD 5 TtRre, Tire Pew I4cCU) LO (LL, 4r— t) { CL rm E- bC`ST�otS}(�r4ST I L-k r ANDERSON - JOHNSON ASSOCIATES, INC. October 21, 2013 "LANDSCAPE ARCH17ECTURE SITE PLANNING CIVIC ENGINEERING Kendra Lindahl, Principal, AICP LANDFORM 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 email to: klindahlglandiorm net Dear Ms: Lindahl: On behalf of Rockford Area Schools, we would like to formally request the City of Corcoran provide a variance to allow construction of the proposal baseball field and adjoining parking lots within 100 -feet of County Road 10. We have attached an updated Site Plan illustrating setback dimensions. As you may know, we met with the City of Corcoran Parks and Trails Commission last week. The members were very supportive of the baseball field design and they are in favor of sharing the cost of constructing the parking lots with gravel, They were also in favor of including parking lot lights. The proposed parking lots and ball field are both within the 100 -foot setback. That being said, the facilities are a greater distance away from County Road 10 than the City's softball fields southeast of this development. The use of the School District's property will be severely limited without the ability to develop the parcel within the 100 -foot setback. In order to provide safe access and to support use of the ball field, parking lots are needed adjacent and in close proximity to the field, also within the 100 -foot setback. Based on these factors, we feel the 100 - foot setback provides a unique hardship for the development of this parcel and trust the City feels the same and feels the variance is appropriate. If you have any other questions or concerns, please do not hesitate to contact our office. Respectfully Submitted, ANDERSON- JOHNSONASSOCIATES, INC. Jay R. Pomeroy, LLA attachments cc: Brad Martens, Corcoran City Administrator Paul Durand, Rockford Schools Superintendent Andy Faulkner, ICS Consulting VALLEY SQUARE OFFICE CENTER ' SuiTE 200 ' 766755 GOLDEN VALLEY ROAD ' MINNEAPOLIS, MN 5555427 PHONE (763) 544 -7129 • FAx (763) 544 -0531 ROCKFORD AREA SCHOOLS �a- ._ a- PN C 0! a! N O O Z At! L L Ir FZ IJ 11: Ir I 1 E3* IF= E 1= I I r 1 r M N 4- U t6i 60 C >1C O ROCKFORD AREA SCHOOLS ._ PN COUNTY ROADS 50 & 10 U a E p m N °-�Fmo 00 CORCORA N MINNESOTA v m w m _Co=q).. C 0 "- E t a-vvv QM m C - +. M U s Cp 0 m 0 � N v •- s m � m y -p moi =v�i�S Z ROCKFORD AR A SCHOOLS -C m amvM rn - O.a,_30 6051 Ash Street w � M ti ti b Rockford MN 55373 ti U ti r� O VICINITY MAP GENERAL NOTES DRAWING INDEX CONSULTANTS s �Ln 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. CO.1 TITLE SHEET 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. C0,2 REFERENCE PLAN Lon 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 THE CITY. CO.3 TOPOGRAPHIC SURVEY (SHEET 1 OF 2) CIVIL ENGINEERING / LANDSCAPE W W a 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL CO.4 TOPOGRAPHIC SURVEY (SHEET 2 OF 2) ARCHITECTURE: , U PROPOSED SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. V C1.1 REMOVALS PLAN `� N BASEBALL FIELD 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. ANDERSON - JOHNSON ASSOCIATES, INC. O 4 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. C2.1 LAYOUT AND GEOMETRIC PLAN w CZ h CONTACT: Jay Pomeroy W Ln 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 7575 GOLDEN VALLEY ROAD SUITE 200 Q C3.1 FENCING AND FINISHING PLAN MINNEAPOLIS, MN 55427 N 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. C3,2 FUTURE PARKING LOTS - LAYOUT AND FINISHING PLAN 763- 544 -7129 7 9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 �Hanaver # 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. C4.1 GRADING AND DRAINAGE PLAN &sue LL J 10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS C4.2 GRADING AND DRAINAGE PLAN - FUTURE PARKING LOTS 4 1c�r AYE ,y ,:,_n ELECTRICAL: FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. C5.1 SITE UTILITY PLAN Z WUNDERLICH -MALEC ENGINEERING O r 12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. C6.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) _ CONTACT: Jim O'Brien ii �k�utsrn,iieN ��` 13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. U 01 Tr � �x�A4r.�,s c�� C7.1 LANDSCAPE AND IRRIGATION PLAN 5501 FELTL ROAD y rk 14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. MINNETONKA, MN 55343 Cl) 952 - 933 -3222 O Q w 15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 52.1 OR 52 SHALL BE UNDERSTOOD TO MEAN 952.1 OR 952. C8.1 SITE DETAILS H O O +ad s 16. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. C8.2 SITE DETAILS _ U) Maple Grave C8.3 SITE DETAILS Z V W U) M naPp n' p 17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING Z O M arx�; C8.4 DUGOUT PLANS, SECTIONS AND DETAILS O a, TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE ♦ 1 Q O L `n R ckfr,.a . MATERIALS WILL BE INCIDENTAL TO THE CONTRACT. V L V to Z 'C1 ,i�accaP�ykTrl - f r c�tag�aae,a B1 BLEACHER and PRESS BOX PLAN, f SECTIONS AND DETAILS `� b N Fiaa� 4k�1f.� r as+ � ��� � S w�. 18. NO FINISHED SLOPES SHALL EXCEED X HORIZONTAL TO V VERTICAL (3:1), UNLESS OTHERWISE NOTED. Q Z Q Q J Lu r O _ 19. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, RECEIVE AGLIME, OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE E1 SITE PLAN - ELECTRICAL W a SEEDED OR SODDED, AS NOTED. O O �r E2 SCHEDULES O Akan re',ecm -. - 06aighron m ILL V O r„d k�sm 20. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL E3 DETAILS J Y w Y _ f �assL. APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. J O 0 O 21. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS OTHERWISE NOTED. Scn'" W 23. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS AND W r� Rccknx - MANHOLES. �{� I }4x kfordRd b. ACCEPTABLE MANUFACTURERS / PRODUCTS: Q i. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE- DIAMETER WATERSTOPS" m aGm�,,, ii. PRESS -SEAL, WATERSTOP GROUTING RINGS" �InAepenAerbce i��jl ifiOU�. F��H Medina iii. OR APPROVED EQUAL. 23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. z � 24. CONTRACTOR SHALL STAKE LIMITS OF FIELD, WALKS AND CURBING PRIOR TO INSTALLATION OF CATCH BASINS AND MANHOLES. MANHOLE LOCATIONS SHALL BE �F Ave N "r4 +"•�• " '�•.. ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE r � veer Orono ir�n'k �����a z CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. N ■ O PRELIMINARY DRAFT AGENCY REVIEW s N N 3 O Q W N8931 59 "W 335.01 5b /• `PP ff \ f .• 14f V W/ 4 SAF6eEED ■ FE1 WE FE fXAN fff 1f MIE cc N N b h 0 g rg&� BLEA ER & PRESS X C? PP P V d/ aP� ea C os ntte P I ( -50 ST LL FVE�V i� Ea IRRIGATIO , ` POR A- WELL ' POT IES FUTURE °s BLEACHER SEATING BATTE ' EYE SCR BUL PEN 2) IIE�D g6® U6SVH VARSITY BASEBALL r FIELD O R i FLAGPOLE i� 1 �• I SCOREBOP FIELD LIGHTING DUGOUT PEN (2) SEATING a BATTI BATTINPv 1 STOR CAGE (2) A. \ OXAVEL JET OP � OS REFERENCE KEY TO SITE DETAILS P� o P /QJ f001' X /EA FOOT 0 O aP SHEET NUMBER (BOTTOM) OP• IDA FOOT X 11.1 FOOF E EI MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo u O 0 Z ea FOOT X 126 FOOT . -- a -0 FOOT CHM rIA'. -c 0 -c °10 15 LIM FENCE 12{ F00T X 10.1 FOOT FORT CE IMO FENCE EBE \4 CONCRETE WALK 5 C8.2 c ag CC'' DEED P� P � 0 -v •— t IV 0 1 '^ e F0011' CNNI rn 30 LM FENCE JEv PF 0 2 0 09 REFERENCE KEY TO SITE DETAILS P� o •E` 0 O C >. SHEET NUMBER (BOTTOM) c c w aPl• eITUNINOU Jtv aaF 4S OP• as aal• IN 4fT (y 'r0 MEM iF110E p 4•�N OO o W ss U OR� 4 FT IAIOIIOC Alan FENCE o P FENCE ff � Oa' Q A® VANE FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M •E` ea p C >. SHEET NUMBER (BOTTOM) OP• N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo ti'v 0rN O 0 Z JIM -0 FOOT CHM CL -c 0 -c °10 15 LIM FENCE } 3 h FORT CE IMO FENCE EBE \4 CONCRETE WALK 5 C8.2 c g 9 CC'' DEED L/NE P � 0 FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M •E` DETAIL I.D. NUMBER (TOP) p C >. SHEET NUMBER (BOTTOM) vEv�m N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo ti'v 0rN O 0 Z JIM 16 LIGHT DUTY PAVEMENT C8.1 CL -c 0 -c °10 15 0 } 3 h FORT CE IMO FENCE '49 as a CONCRETE WALK 5 C8.2 1`�v�ov 13C ID 0.0 o 0 DEED L/NE U� • -v •— t IV 000 00 1 '^ r 0 0-0-0� rn 30 JEv PF 0 2 0 (n W C� "'Y M 'm UQZ r^ O CZ • Q Z w • = Lu p � PP 0 a Ln Y LL 9s O o o P� 0 JEV P• 0 No FOOT CNMI M FENCE n c FOOT 0415 ININ FEICE DEED LINNE EV, 0 FOOT X 03 FOOT SHED OP O ois FOOT C"m IM( FENCE * a' o FYI /4 FOOT 014M EDGE Q MOW OXA45 Q FENCE S�1 �--6 f00TFpF1 Y• LINE Foot CHAN HMC FENCE U MIN V8 F„ FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M C8.1 DETAIL I.D. NUMBER (TOP) p C >. SHEET NUMBER (BOTTOM) vEv�m N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES 4 ti'v 0rN O 0 Z JIM 16 LIGHT DUTY PAVEMENT C8.1 CL -c 0 -c °10 15 0 } 3 h AGLIME AREA C8.1 a CONCRETE WALK 5 C8.2 1`�v�ov ® ID 0.0 o 0 EXISTING SOFTBALL FIELDS (3) 0 PRELIMINARY DRAFT AGENCY REVIEW W U 7 W Z r W Q U) Wa LL W w U M M M N p C >. ti vEv�m N am E42 0 o0 ti'v 0rN O 0 Z mN CL -c 0 -c °10 �o 0 } 3 h Ec to) a o o U Q:: EXISTING SOFTBALL FIELDS (3) 0 PRELIMINARY DRAFT AGENCY REVIEW W U 7 W Z r W Q U) Wa LL W w U p m 2 M � h C >. N vEv�m am E42 0 o0 ti'v 0rN � CL -c 0 -c °10 0 Ec to) iy 1`�v�ov Qin ID 0.0 o 0 M N p G1 U� • -v •— t IV 000 00 1 '^ r 0 0-0-0� rn 30 Z I-, oN � h O W � M F- 0 2 N Ii U� • Q 000 00 1 '^ O O O N 2 0 (n W C� "'Y M 'm UQZ r^ O CZ • Q Z w � = Lu p Q a Ln Y LL LL O o o o � J00 No A M n W Z O F- 0 N Ii J Q 000 00 '^ O O v/ Z O`)z_ 2 0 (n W F cn o M 'm UQZ O °.'U) (� CZ Q Z = Lu p Q a Ln Y LL LL O o o o � J00 No W to Q m N ■ O N 0 U Q M M N v 0 r a N N 3 i n a N 0 N N N i N O Z 947.7 48.0 \ 947.5 947.9 /t9 \ 47.4 g P 5.9 ti 94 8& ��� \\ 31 DESCRIPTION OF PROPERTY SURVEYED (Per Warranty Deed Doc. No. 4131070) That part of the East Half of the Southwest Quarter of Section 23, Township 119, Range 23, West of the 5th Principal Meridian, which lies South of the centerline of Hennepin County Road Number 10, subject to HenNepin County Road Number 50, excepting therefrom the South Half of the West Half of the West Half of the Southeast Quarter of the Southwest Quarter of siad Section 23, Township 119, Range 23. Property is located in Hennepin County, Minnesota. This survey was prepared without the benefit of current title work. Easements, appurtenances, and GUARD RAIL s y00 encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon • �jsa7•a \ GUARD RAIL receipt of a current title insurance commitment or attorneys title opinion. WET 14725 \ 947.8 Q \\ \ y 942.8 , 947.5 cQo 3 GENERAL NOTES ZI / 4 . 941. - ' \ \ g\ V \ I.) Survey coordinate basis: Hennepin County coordinates. \ \ 940. 4 947.9 47.4 \ X 9 2.7 x943.3 943.2 9475 \ 2.) Wetland(s) shown hereon is (are) per field location of stakes as set by Pinnacle Engineering I GUARD RAIL 6 76 `� W \ 47.2 \ Proposal No. P013189.000, May 31, 2013. WET 944.01 947. \ 4 As 48.2 947.3 UTILITY NOTES I \ \ G \ \ \ G \ 941.0 1 I 943. 947. x 943.1 \943.6 fl 1N�T I _73 9 947. \ 9Z x 943.6 \\ \ G47. G47.4 s46.o ;' I.) Utility information from plans and markings was combined with observed evidence of utilities to \\ 8943.9 \� \ develop a view of the underground utilities shown hereon. However, lacking excavation, the \ 941.3 \ \ \\ ® \ 948.4 exact location of underground features cannot be accurately, completely and reliably depicted. \ 943.5 \\ 40� \ x942 47.7 479 G4�° ` Where additional or more detailed information is required, excavation may be necessary. \ GUARD ���, oy� x943.3 \ \941.2 \ \ \RAILx9 2 \ °y 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to �� ,� 846.5 c construction or design. x\943.2 0. C x BOG 44.5 x 943.5 ( 943.6 \\ �y \ \ 44.0 - \ 0 • /' 946. \ \ i(942.0 W' -72 945.8 \ PP �4\ 42.8 \ WETI_7 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket number 131362235. x 943.7 �( 943.4 x 941.1 4�4 \\ g' ^\ /948.5WET I 77 ° �4�9\ \ 4� >\ ' x943.4 \ \ 45.8\X/ ' 4.) Contact GOPHER STATE ONE CALL at 651- 454 -0002 (800- 252 -1166) for precise onsite WE�IT70 \ \ �`� I x1942.9 X4.1 949.3 , location of utilities prior to any excavation. A- 940.6 1941. 44. 4S� \ I I I 945. X943.3 �44,. 0 4S ` • • - \ 941.5 i x 943.9 "42.1 1 949.7 x 943.5 \ \ Q 940.91 94fQ\ \\ I x 943.6 G� `\ x 944.3 \ \ 943.9 \ \V� \ � 9411 944.0 943.7 A \ \ \ / \\ x 944. 4 s� X 944.1 \ x 943.8 s4s.\ 91 .4 \\ O '- x 943.6 x 43.8 45.0 �. / 944.\ \ 941.8 �4 .0 / \ 950.5 ' �` X x FT BARBED �� � '9 S �, �' , , BENCH MARKS 1 i 94415 WIRE FENCE (NAVD 88 DATUM) / x 944.1 �43• \ \ I x 944.9 x 945.4 \ O x9440 I ( 1 \ '� 1.) Top of aluminum alloy rod 1.25 miles west along County Road 50 from junction of x944.5 \ 951.5�`r County Road 50 and County Road 10 in Corcoran, y xga\.6 \ A, \ -A `9�6, 25.0 feet northeast of Count Road 9aa.4 x 43 g4�1 944.2 LL x9447 946. s \ 50, 300 feet southeast of Eagle Ridge Road, 1.0 foot southwest of witness post. I � 941.7 1 � p44.8 x 945.0 \ 952.0 944.6 x944.3 WETI_78 1 \ \- x 946. I 8.6 \95L2 ` Elevation = 970.07 feet \ I \ x 945.0 x 843.8 \ \ \ 9 1.943.1 x945.2 \ \ \ 952.5 2.) Top aluminum alloy rod in Corcoran 0.8 miles south on County Road 19 (Bechtold � -gg, x 945.0 1 \ 944.8 I I \ T \ 49.3 Road) from junction of County Road 19 and County Road 10, then 500 feet east on 943.8 1 941.4 x 9 6.8 948 \ I x943.9 I 1 I \ 953. oy�_oy Strehler Road, 27 feet south of Strehler Road, 1.0 foot north of witness post 1 945.1 3 FT B RBED ° p x 945 3 x 944.7 \ g]}0•�\ WIRE FE NCE \ \ x945.5 x \ I 54.3 Elevation = 1016.60 feet 1 I I 945.4 5.5 953 7 945.3 OGE ( x 947.4 I 941.4 \gTER \ I x 95175 x 9 � 9. I -X946.2 x 945. \� 953.3 944.3 / \ 954.0 x 945.7 x 945.1 I x 944 5 WET 8 `945.7 _\ �P (\ I I .948.3/ \\\ 941.1 x 942.5 C V \ / \ 954.6 ` \ 1 953. \ / T 946.0 ' 941.8 943. x 945.6 \ x 946.6 950. x 944. 246.6 /II x 944.4 \ I / -\ x 946.6/ I x 950. ti/ /954.8 y \ x 945.8 x 945.5 / x 944.9 941. x 94 P.7 )45.9 x 955.7 O 946.2 - 1 x ( \ 947.4 x 947.1- / S 955.,3 -°y� / x 945.2 \ \ x 947 x 955.9 x 954. 941.8 I 9�i2. ~ 9 x 9 9.6 ~ I �` 95 .9 956.2 955. x 946.4 x 94 .8 \ 945.1 \ 941.4 �` \ 4�„ - / / �j51.7 1 \ I +� / 953. I \ / �- 1 \ 1 x 945.9 WE�I_67 \ \ 946.9 / ' ..9 / ,r I ' 956.4 x 956.8 \ 956.2 11 72 9571\ \ 955.5 \ \ \ \ x 945.5 \ x 946.2 \ WT I _79 \ 1 1 x 94 6 I 948.5 x 956.2 \ 941.9 x 946.6 x 946.7 \ 943.7` 941. 943'0 .0 \ ) / 49.8 /.. ' 951.3 \ I I I WET-59 x 956. : \ \ 956.3 \ / \\ S \ \ x 944.8 \ x 9478 \ \ \ \ \ \ \ / 95 9 956 9 \ / 947.7 ,I x 944.3 OG \ \ 949.2 - / x949.1 951. � x 95 .4 I I x 956.4 \ : 956.8 x 945. x WETI 66 - \ � \ 9 4.6 \ \ � � / / � x 9�'�/.5 ` \ 956.2 1k \ I I `�� x k 955.7 ; \ O \ \ i' 194 950.4 \ \ I \ x 947.2 \ Q \ 1 , x 56A, x \ \ x 947.3 /\ 1 I x 944.6 \ I I I �/9W5 1 -\ x 956.1 \ \ 956.9 0 1. 4 /948.3 1 941.1 944.0 x 949.6 ET I �2 95 5 x \ 953.5 \ \ \ 957.1 \ �c / I 941.8 � x 946. \ I % ( � \ x 955.6 x 957.1 956.6 � / 1 x 945.6 x 45.1 94�4�3 \ x 944. 949.3 / \ \ �y I pPU II 1 \ \ I \ \ X 95 J ✓' x .6 \2957.0 x 95� x 51.4 k - \ 1 954.3 ,x 956.0 \ x 947.9 \ \ \L - 941. x 943.6 Q x 948.2 1 \ \ \ \ 941.8 \ / x 94 .4 \ 4, / \ 95 x \ \9565-\ F11 \ V \ I \ \ / \ �� \957.6 948.8 \ \ I x 950.1 \ Z � \ \ x94 6 \ \ x 945 4 I I k co 4l 954.1 x 955.3 \ 999 0 x 948.9 / 947.8 \ x 945.7 \ � � \ \ � x 955.5 956.4\ �, S X 950.8 x 955.8 \ / x \ 941.8 x 9/415.5 / \ x 947. �, x 95� x 949.1 1 \ \ %546.2 x 945.9 941.9 I Ix 947.2 \ \ / 950.6 \ 95 ..4x50.9 \ I x 95�, C \ \ � •� x 954. 943 I \ "� \ \ \ 957. 949.8 x \ / \ I � 949.0 \ \ \ x 51.0 ` I 941. x 94 .5 \ I \ x 952. \ \ \�� ° _ \ \ `\ x 945.8 I 4�• x 945.8 / x 950 944. / C I 948.3 X49. I �\ x 953.4\ 953 9 955.56.3 957.0 S (� \ - I \9 - \ \ x 954.3 956. ,1 941.8 I \947.4 x 954.6 / x 950.3 � 949.0 x 946.3 � x 949.4 I \ \ �.951� \ \ \ \ / 1 \ 948.8 WET 60 \ 950.8 / I x 946 7 \ I \ x 954.9 / x 953.6 \ \ _ 951.0 x 94 9 941.9 \ x 947.4 x 949.8 \ \ \ ET I _80 I / ( 1x 944.9 I \ 946 � 948. x 951.1 \ / Q x 4.6 a \ x 951.2 \ I �4� � 94 4.2 , 941 ss.o \ 94 \ X950.3 \ x 47.2 .� / \ \ \ WET 14 65 v `45.9 \ \ L \ x 951.9 \ �x 952.9 x 953.5 9SS> /� O X56 \ / / \ f \ E \ x 953.2 \ \ �� \\ x 945.0 � � ( N1�T I _63 \ \ \ \ �( � \ G �' \ x 951.4 \ 953.5 952.9 \ � x � � x 9553:6 952.3 \ \ \\ x 945.4 x 944.2 \ 941.8 \ \ ✓ � 946.5 k \ C v \, x 952.6 x \ / x� 181 \ 941. \\ 945.3 \ \ 94 7 x 952.3 1 \ 1 I I \\ \ \ i � ' ; � \ � � \ ■ 953. �\ I I WET I _64 946.3 \ 949.0 943\ 941.5 \ \ x 947. I x 952.6 \ \ I\ I I I \ x 945.3 x 950.4\ x 952:9 \ 9 .3 956.3 \ x 952.5 I x 944.3 x 944.9 \ \ \ y \ \ \ x 951.6 \ x 952.4 \ \ O \ / / 953.4 I x 944.4 \ 945.1 x 945.4 E k x 951.3 \ 95 Ix 947 \ (R \ X 950 9\ \ \ \ \ Z x 953.3 \ I \ \ 947.4 \ x 8 J 1 I x 9 3 \ 941.9 WET-58 \ 951.8 \ I I \ 6 x 945.6 945.4 � \ \ x 944 I � • \ x953.5 955.3 I� I \ x 946.0 44.4 \ \ x 5.0 %- � x 945.9 \ x 8 \ \ � x 952.5 x 953.3 I I \ \ �\ x 952.7 \ \ \ W O . 1 ],\6 x 946.3 x 948 \ \ x 952.6 941 43. 4,9 \ \ 4 \ I \ \ x 951,8 \ 956.0 956. \ / \ x9 /9 / 953. 'I / \ / \ , x 949.2 x 950.4 x 953. I \ o x 954.0 � 945.4 \ 941.8 x 944.7 / X3.6 \ �/ � / I x 51. \ x g \7.3 44.9 x 945.5 x 944.4\\ \ x 94 .9 44.8 y\ 79 47.9 x 951.2 // \ \ \1 Q / / x953.6 °S �46. I � \ \ / 46.8 x 947.3 / 955.2 --- 3.6 x 953. 1 x 953.8 \ x 953.4 k \ \ 4 � x 943.3 x/946.0 � / / � x 953.4 x 953.6 / � 0 \ \ 941.8 x 944.0 p F \ x 954. \ 952.7' x I \ x 94 4 x 9�7. �\ � / 955.8 x 74.1 / x 951.7 I9 I.¢ ®948. x 93 \ \ \ k ( x 95 x 951.2 x 952.5 / \ \ P x 953.2 1 I I 11\ 951.8 x 944.6 / / / x 951.4 / / �� E \ 955.8 I 9 1.8 I x 949.2 x 951.6 / �J P � 53.9 � 2.9 / I / \ I \ x 944 945.0 x 945.5 / \ x 946.5 / \ / x 943 I f x 947.5 / v \ �� / x 954.7 C' x 954.8 x 95 I 955.1 941.7 Ix 944.9 / \ \ \ / 952.7 x 5 I g 5. I / I k BARBED WIRE s4s.s� x x47'1 / / �,�C � x 994.9 x 953.9 1 / I x 946 942.0 I WET_5 9j� I / / x 955.4 / I I FENCE I 952.2 I I 952.:'. \ 94� 955. \ I / / I l / x 951.8 - I x »53.9 \ ' x 952.4 (5 52.0 / / x3' t �t 952.0 \ '' 955.7 � \ - �WET 81 I I � \ I \ _� x 90.8 / / � -� / x 945 / 951.8 x 941.5 II 46 x 947.5 x 9 / \ / x 9�Q6.3 x 95 951,1 \ \ �o / . (� ' I j 944.3 / / / \ x 956.4 x 957.4\ \ ,'i \ O i- / x 944.2 94 .8 I / I x53.2 � ' x 946.2 / \ / 51'0- x 9 V4 \ I EDGE OF / / / / / \ / / / x 957.5 \ 952.9 ,j ) 950.\ ' / / 45.0 WATER I � 5 / x 953.6/ \ 1 / \ 950.,1" J x 947.8 / / / / x 954.5 3.0 x 54.9 / / \ \ / I / / \ _ 955.4 \ // 47.9 x 0 / x 952.1 x 9 2.7 cp 949.0 Y,yj" 955.7 �X 950. I / x 5.1 944.5 I 9 7 \ \ x 57.3/ r x 952. 5 \ y� % / s / / / / �` 59.2 / I / 949.x6 \ \\ \ 9 .1 ' _ / 941.7 944.1 x 945.4 x 951.2 / x x q5�.3 x 949.5 / 941. J'� 4.7 x 945.6 x 9 5.3 I / / \ / 1 x 957. I ' x 948.4 /x 945.9 k 946/3 / / / / / 0 x \ / x 958.5 I /x 953.6 x 94 \ • / \ / 948.8 : / / x 9 4.4 E11i111_56 & 948.1 / / / 954.3 955.0 1 \ I / \ x 947.2 / \ � x 950.2 555 \ / I ' \ \ � 955.6 \ , l I / x 953.2 x g54y x 955. \I / I / x 948.4 x 948. t \ FOL x 9,0 8 / / x 44. x s •� k I I / / x 95 7 \ \ \ k 959.0 952.8 49.2 FOL \ // / / x 96.4 I / 6.1 I / \ \ \ / / \ 955.5 x 948.7 I 9 5 � / / x 944.5 ` I J47.7 R 946.4x4 .4x 945.9 x 944. 3.1 \ 41.6 •957.3 �- 948.3 _ .4 2.8 x 944.8 x�g / x9 x 946.4 �/ 946.8 I / / x 944.3 I I I I x I x x 954.$ / / 9 \ 9 3 ,' \ \ ` / x 946.6 x 945.6 / /* /� x 944.4 I " 946.1 960.7 I x / 954.5 x 5.2 / \ \ I x 3 / / . 947 9 I \ \ 955.9 0 / I / 945. 941.5 / ( I 953.7 < x 954.2 \ x 956.6 / \ C / x 944.9 k I I \ I � / x 953.3 _ 952x0 947.9 \ e 956.3 °y x g R2' x 944.8 xi444.4 945. \ x 952. / / / I I / c? / x 944 942.5 �� x n T ti �x�42.9 / 42.8 / x46.9\ \ \ \ x 953.2 / / ' \ \ \ x 954.5 954.5 / / x 94(9.3 4 FTI WROUGTo. \ \ss.s 945 ° 942.6 --+-9s44.3 / \ \ x / IRON FENCE / 945.8 x 944.9 x / 942.5 2. 42.6 94 .6 x 945. I \ \ / \ / f F / I I \ / x 945.5 WET 944. o, 942. x 0 8 \ \ -6�j \ x 953 8. _ / 952.3144 \ I x 948.2 \ \ \3 O X 945.6x sJ� 42.1 �y943.2 -\ 949.5 \ \ -� \ J WET 43 947.6 9 Z. 940. 941. 42. x / 49 7 T 142 I Q \ \ 956.2 / / x 953.2 \ S x42.9 42.2 '\ \ 1 \ \ \ 952.9 x 952.7 \ \ 145 - L 1. / 2 942.5 \ I I \ \ \ x 951.2 \ �'g9 950.5 \ x 945.9 �4941� '�\ \ x 950.6 \ 2 47.9 947.8 A ` I 956.7 \ 4�x \ 4 946.6 \ \ x \ �§z� -- x52.0 WET_141 ' V x \\ x 944.5 5.0 x 9 •7 x 945 940.8 �- X 944.3 9\ \942.5 \ \ \ \ \ \ `51.1 \952.5 ' 42. 945. EDGE x 948.2 I 956.2 x 943. 944.4 I 1 9 l� �x 95.1 � \4L41. WATE � "T �a+ / J \ \ \ x 945.5 945.5 \ 949.9 �1 / I 9 I \ �' \ CH LINE 943..,x 942.0 ��0 2. 94.1 x 946`5 x 947.7 \- \ W 1 x 948.1 \ x 951.8 _ _ �4 942.2 I 945.6 947.9 �L - - - - 45.0 - f- 950.4 27 c�4� �947.i MATCH LINE 945.6 ,C \ x 949.5 - / \ a WET 14 �\ x 45.2 / x 46.6 \ \ WET_54 I \ x 949.3 x 948.2 949.0 x 949.6 _ x 943.7 944.6 x 944.9 94%; jx 942.0 / / x 9 " 3 \ �o 9460 \ \ \ \ \ \ \ / X948.0 \' �` 949..2 / / 44.2 � WET418 8 f E ( T, \ 944.3 lv�� 9�4 .4 / (\ \ g s \ l 945.2 946.1/ \ x 946.3 \ \ \ F \ x 948.6 } T_47 947.5 a 948. 949. \ / \ a \ 44.0 944.3 r ., %� �- x 948.3 / \ Q48.1 / �+ I / /942.0 G� � 943.1 � x 944.3 �� � / 944.7x r � X 946:9 \ \ � � P � \ 94•>i�.4 946.6 \ -/ 947.5 44. x 944.2 x 9 A \ x 945.3 x 947.1 \ 1/ WET 133 94 . x x 3.8 x 944.8 / lq / X / 4\ 945. \ x 947.7 / I \ 1 9� x 947.7 Lt.5 943.2 2 2.2.9 WET53 x \ x 947.4 943 � x 944.6 .0 6.3 - - 947 -0_G x 947.1 _8� t� 1- �yyET 138 \ - 949.9 ��1 944.4 T 9 .,e � . _ _ �. \ _ � x 947.4 � 947.41 rn I k 94R/ l Jri � � A47 � \ \ LEGEND CBX Denotes communication box CWB Denotes concrete wall bottom FOL Denotes fiber optic line G Denotes gutter GP Denotes guard post GW Denotes guy wire GYP Denotes guy pole HCS Denotes handicap sign HH Denotes hand hole OHC Denotes overhead communication line OHE Denotes overhead electric line PEP Denotes polyethylene pipe PKS Denotes parking sign PP Denotes power pole PPLP Denotes power and light pole PPU Denotes power pole with utilities TCS Denotes traffic control sign UGC Denotes underground communication line W Denotes edge of water WAF Denotes water fountain WET Denotes wetland stake COT Denotes Cottonwood tree MPL Denotes Maple tree WIL Denotes Willow tree N I hereby certify that this sketch, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this I I th day of June, 2012 SUNDE,ILAND SURVEYING, LLC. By: - - -- - Arlee J. C Iso P.L.S. Minn. Lic. No. 44900 Date Drawing Title: PART /AL BOUNDARY, LOCATION AND TOPOGRAPH IC SURVEYFOR.- /NDEPENDENTSCHOOL D/STR /CT 883 CORCORAN COMMUN/TYPARK S9001 V i • DE East Bloomington Freeway (350) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) LAND SURVEYING www.sunde.com D Project: 2012 -247 -A Bk/Pg:964 /l8 Date: Township: ll9 Range.-2J 23 Section: 23 6/l 1/20/3 File: 20 1224 7A 00/. D WG Sheet: I Of 2 U M M M N 0 N s 3 N 0 i N N_ O N Z Z J N 0) \ 0 Q) r,� r vJ / x 953.9 / I � x 94#.6 1 I � 94 / x 952.4 ( I / 552.T0 I WEI_81 I I / 951.8 x 5.4 I I x53.2 / I ' x 946.2 / \ ij, I 50.,✓ I / x ggr�4 � � 45.0 / 9 942.0 I l 941.5 j 944.3 x 944.2 EDGE OF WATER / ck 950 /J47.9 8 / x ,p �✓ I / x 5.1 944.51 / 941.7 x 949.5 / 941. x 945.6 x x 95y3 J9 4.7 945.9 / / 948.8 / x 9 . 4 I x 947.2 4 / x 944.5 x 948.7 I / 946.4x4 4,�/ / 41.6 -945.9 9 x 844.8 28 / x 9 4.7 946.8. I / x 946.4 / x 944.3 / x 946.6 x 945.6 / / 942. �- gay I / 945. 941.5 22 /944.9 X X/ 1 / / o X x 944.8 x x 944 � 942.5 /) /4.4 � - / x 945. 942.6 //4 .gA4.3 / 842.8 945.8 x 944.9 I 2. 42.6 \\ 94 6 X 945.5 942.5 \ / WETI_82 944.1 � 942.1 x . 42� - 3.2 940. x 941.5 / �� \ 42. 41. � / •2 �, 942.5 / X9 \ x9 '7 x 945 x-944 3\ x 9 \942.5 x 944.5 / 5.0 940.8 943. �/ 944.4 1 \ 943. x y I 9 CH LINE C 942.0 �� 2. 9 45.0 I x 45.2 / x 7.6 \ \ 944.6 J / x \ x 943.7 / x 944.9 943.x 942.0 94 3 // 944.942.0 G�� 943.1 / / x 944.3 / 944.7" x 944.2" x g / / / / �,,, 8 x 944.8 �J / � X x 943.2 '� 2 ^ JJT.V FENCE /X g52.2 / x 955.4 \ \ x951.8- I 955. / x3' I * 952.0 x 953.9 952. 955.7 ` x 945 8 / x \6.3 X 947. x 95� 95 .1 o 946.6 x g¢8,g 94 .8 � x 95� x 957.4\ / �'�',��\ x 957.5 \ I 952.9 )= 950.8 / x 953.6 \ / / � 1 ', / / k R FJ ��5 x 947.8 / / / x 954\ \119,5,3.0 / 1j \ I \ 955.4 / /x 952.1 / / x 92.7 / x 54.9 \ / I 949.0 � \ I / / x 97 / 952. 955.7 \ \ J x 57.3 /S� /944.1 x 945.4 / 951.2 � 59.2 949 \ 9 .1 ' '/ x 957. x 948.4 946/3 / 58.5 / x iii111 G�948. I x 953. WE 56 x 954.3 ( 955.6 x 950.2 / / / 955.0 � / x 955.5 / ' / x 948.1 \ \ 951.0 \ , x 953.2 x g54-, x 95S 7 \I FOL �/ x 948.4 / \ x951 49.2 \ \ X 944.5 / I / \ \ / x 9'6.4 I / / I \56. I X 944. I I I \ g / 5x \ 955.5 \ \ x 47.7 I 953.1 / \ x� 957.3 \ �, 948.3 I \ X 960.7 I / x 954.5 / \ x 9541 ' n / \ 955.9 0 x hi3� /\ \ � y_ 1 I x 5.2 / / 9479 \ \�,` F x 944.4 -946.1 I \ x 953.7 \954.2 \ \ x 956.6 - 952,0 / ( 947.9 \ B 956.3 °y 945. 1 \ / x.3� x 952.E �, - x946.9 \ I \ I II \ \x 953.2 ^� \ \ \ x 4 FTI WROUGT �0. \ \ 55.9 \ \ x 954.5 / x 94(9.3 I \ ss4.�/ J IRON FENCE x 945. I \ � � � � _ 945.6 I \ \ i�J \ \ 953:8 . /9 2 44 I x 948.2 ` \ O 9 9.5 \ \ �9✓ \ \ / J WET 43 14 9 2. G 9 \ _x953.2 \ / \ x 952.9 x 952.7 \ 49 7 �� 1T4142 I fQ- \ S' 956.2 9 \ x 951.2 \9 w 950. 14 946.6 x 950.6 x \ \� 2.$/ 42 ES- 9$- WET 8141 �� 1 956X7\x 951.1 J_ � 52.0 w 945. x 948.2 v I 956 I � \ x 952.5.. / 42. EDGE 95.1 `% ( \ _ �F x 945.5 945.5 \ \ 949.9 / X141. I WA 2.2 94 . I - - 1 - x 946. � x 94\ �_ W I 945.6 �47 9 - x 948. I - - - - - -\ - x 951.8 - 945 \ x 949.5 950.4 \ 42.7 r,943. WET 14� WET-54 x 949.3/ x 948.2 949 x 949.6 \947.T I MATCH LINE \0` 50.2 \ _ WETgag \ co %` 9-46 -Q -' -----948.0 �_ ET- / / 944.2 v I N l 945.2 / x 946.3 \ \ \ F \ E x 948.6_47 947.5 a 948.1 949. ` 46 1 x 948.3 / v \ 44.0 944.3 �` 48. I \ x 945.3 x 947.1 ` P \ 94'6.4 946.6 / 44. V M 945.8 \ x 947.7 \ WET-411647.5 Zx x 947.7 �W x 947.4 V3#T3 \ WET_ 5� 3 � C _ 943 x 944.6 •0 7-0_ /yy ET 138 942.2 944.4 9 2• 2 9 \ \ -\ '" 94 =947.1 x 947.4 WET_48 � 947.4 m 94 I � l- * �47� 948.5 x 943.6 / / \ - \ \ x 947.8 a I WET 9132 \ 947.4 946.4^ \ T , >. 947.5 rn a 944. 948 4 FT WROUGT 942.6 �_, - WET- 48.8 944. WE 137 943.6x / X `� \ A�\ 42.6 �/ET_52 47 0 IRON FENCE x 943.1 / 942.2 / -\ - 45.2 948.1 943.8 / / � kl \\ - x� \ \ 2 \ 946 - ln, /I )/ 948. \ x 944.0 943 9 Of� _ WET 13 x 945.4 946 5 WET_49 �x 946 9 x 9�� �txi9 I 9 .7 946.7 9 WET-51 x 6 943 / x 45.1 \ TI-11 WETI_12 \ x 43.2 946. 944.3 ,,,,�� EDGE OF \ 46.5 946•g / �g4 WET I_83 \ WATER WET-50 / )) ` \ 94 0 946.8 x 945.8 945.8 9 2 945.0 44.6 948.9 x 943.1 /� 9422.9x 941.9 / B�E-B -WIRE I \\ `_fl 43.2 43.2 \ 9 f5-8 46 \ �� (( M( T_I/ SOUTH LINE OF THE Q / x 944.7 FENCE \ \ 945.1\ 430 �� 1 \ �^ 94 946.1 \ 942.8 p / � 942.9 �+ 942.6 x 944. x 945.7 426 m x 946.8 / x 947.4 /G f �/ / � \ W -1 947.5 X94# 1 I 9\46 1 943.' C 942.1 45.1 NEl /4 OF THE SWl /4, / x 944.1 X \ \ � 943. \ � 942. 94'5 x 947. GJ� / / / / � � \ \ SEC. 23 �%�� / x 944.7 x 944.2 \ 946.4 945. \ 9 \ �� \ Q- g 94 946.2 943 942. �O // x 945.6 /� \� . �2. � 945. � J / X 947.1 , / x 944.4 WETI_10 WET 945.4\ \ \\ 94 0 II 43.9 O / � \ W 941.7 945.1 WETI_I5 WETI_20 \ / WET_130 / \ \ 4 945.8x / 0 I 946. 943. / x945.2 945.6�� \\ 942. \ WETI_21 943.3 945.2 3. � -f•2 46.2 x 944.5 WETI _16 \\ 44.81 / \ 943. 942.1 / �� / 44. 5.8 44.6 111 45.0 945. 943. 943'8 -�\ 946.9 �y LINE OF THE WETI_1. �\ 945.2\ / \ x 943. / x 944.7 WETI_I9 43.2 �J /� SE114 OF THE SW114, II l / 9 x945.0 WETI_22 xe45.8 \ I I WET- 129 Z \ 42.8x 942.1 941. / I SEC 2�' �WETI_18 / 946.1 \ 944. � Ci (( WE x 944.9 / / 42.8 941.3 / x 944.9 \ 5 x 944.0 944 � 943.1 / / / 944.3 .5 44.6 944. -0 / 943.2 I \ 943' SOUTH FORK WETI_942.X / 46.2 I / W 941.1 U) zt 946.0 x 944.7 x 944.6 x 94 .1 WETI _23 WET25 946.6 / lV EDGE OF, WATER 945.5 945.9 WET26 �„- - - � 948.3 1� h 9 1.4 WETI_9 WET24 946.5 / WET_128 943.4 / 943.6 \ \ x 944.8 I WET27 / 943.Gg4� 943.6 943.6 `45.0 I 943.4<' x 943.9 \ x 944.5 941. x 943.0 x 3.9 x 944.6 / 5 / 9(4 I / 942.4x 941.2 ,0/942.0 1 / / ( x94 . x 944.8 Q I 943.5/ / / \ "9433 x 942.8 \ 44.7 4214 / 942.6 X4.0 - � 945.0 I x 944.3 I / / 941. 41.0 . 942.2 942.9 9 2.9 x 943.3 \ x 944.7 15 "ASH 8 x 944.5 945.7 WET I _85 / / 943.0 x 944.8 WETI _8 943.4]91 /7 / / \ 'Y • 7 941. / \ 940.9 42.3 / / x 942.7 95" "ASH x 944.4 �r944.2 WET 1 _86 / Q� / x 942.4 943.6,E 943. G / / x 943.2 x 943.2 x 944.6 / / \ \ / .943.7 TJ43� / 949j" 9/941.3 / / x 943\ 943.9 943.5 x 942.5 x 942.5 \ \ \ 944.5 I / O / 943. Ix / / x 942.4 \ \ / 943.8 WETI _7 / / / N /3 J 41.4 943.5 x 944. L/ -��� 943.0 x 94 8 1.5 "ELM `- I / O / x 942.6 kti / nI I� 2 942.9 ASH �I x 943.4 x 942.5 �� _ +9 941.4 943.1 V V \ 943.2 942.9 / 8 "ELM 94 x 942.9 x 942.6 942.7 \ / 9 41.5 943.7 38.6 10- (.942.9 15 "ASH \ J 12 "VCP �1�0 / %}43� \ x 942.9 q x 943.7/ x 942.8 x 943.1 J'� 9433 941.8x 940.6 to /y � � j � / 942.9 � ' 41.5 943. W42.9 �942 3 1 940.9 x 942.7 / 943.3 \ X42.9 943.0 943.5 \ \ I ETI _ 7 942.Ox \x 943 �� 12 "ELM 15 ASH 941.1 942.6 943• -7 43.6 943.3 943.4�\ -\x 943 6 42.9 \ / \ - g42 9 944.0% / 943 6 W43 9 93 > / / / WET I_89 J / x943.2 \ I \ WE 9144 I 439 943.9 rv� \ x 943.4 / 44.� / Lu LLJ LAW h 942.1 \ 943.8 -:�Z 944.3 944.4 WETI_88 \ �� WETI_94 944.4 � \ 1943.8 Z \ J WEI_6 Qo \ I I I I I IIII -- N89 03/ 159 "W JJ5. 0 r DEED L /NE I IIII � \ I s N WE5 14 WET5 I I I \ I I I I \ W N o � 9 5'lqI W�TI_4 �GN I I � I I � IIII P� h / I E 945. 3I I 7ET� I G\ EX o L SOUTH LINE OF THE SE114 OF THE SW114, SEC. 23 l 40 0 40 80 SCALE IN FEET JISUNDE LAND SURVEYING www.sunde.com 1 File: 20 / 224 7A 00 /.DWG Main Office: 9001 East Bloomington Freeway (35W) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) West Office: Mandan, North Dakota 701- 663 -5562 Sheet: 2 Of 2 IIII \ I WET 3 95 \ WE5 14 WET5 I I I \ I I I I \ 9 5'lqI W�TI_4 I J I I I I I � IIII / I 945. 3I I 7ET� I I � I I 946.8 WETI _961 I I I \ \\ WET WET / 49ETI-97 46.3 946.3 WETI I _ / 947.6 WETI_100 � / I / ETI_99 % X948.2 WET 98 / SOUTH LINE OF THE SE114 OF THE SW114, SEC. 23 l 40 0 40 80 SCALE IN FEET JISUNDE LAND SURVEYING www.sunde.com 1 File: 20 / 224 7A 00 /.DWG Main Office: 9001 East Bloomington Freeway (35W) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) West Office: Mandan, North Dakota 701- 663 -5562 Sheet: 2 Of 2 .j I I I I 1 I I I I 1 I I WET1 65 EDGE OF WA TER WET1 _64 �5 ARE / , , , WET1_63 i B � J BARBED WIRE N FENCE / E5 ■ �R� I ■ / I / I T_56 1 I 1 I 1 I 1 I / t 1 , 1 , I , /if WET_5� I I I 0 I � � I CB WET-54 c�\ ok WET_53 W EDGE OF - - - WET-1-173 WA TER IWET1 _11 WE _12 I I ` I W W ET1 _10 O � - I S WET1 _14 WET1 r , T ' 133 /WE /WET-60 WE %58 � F � J F� REMOVE TREES AND UNDERSTORY GROWTH TO ALLOW FOR NEW TRAIL AND BRIDGE. PROTECT EXISTING WETLAND Q AND VEGETATION OUTSIDE OF CONSTRUCTION LIMITS. �) P nano an , T_52 10r10 an an m m m WET-51 B B WET_50 W �J / / � J W F� /WET-48 I� _ _ _ WET-49 WET_145 / , kT_146 WET-47 � J W j j� W / W W W , W SOUTH \ED6E WE 1 �, / / W / /WET_13 W OF CREEK / /� T1 1 1 1 I 1 1 G9 P WET1 _ W EDGE OF rR EES WET1 _ \ WET1 _19 WET1 _18 WET1 :� W W �t WE / / W / W / W / W / J SOUTH EDG W F-12 F CREE - 0 W W W � - - - - - - - - - - - WET WET27 12 "PEP 12 "PEP IRON FENCE 0 /WET_144 Q - WET_143 O ' WET_142 Q WET_141 I (}� EDGE OF v I WA TER I I I WET-1 40 WET_139 CREEK WET_133 / I / \ kWET_138 WET_132 WETt137 1 / WET_ 4 I W I /WET_131 � I WET_135 ` I I I WET-1 P� G� �F 4 FT WROUGT IRON FENCE BARBED WIRE FENCE J LEGEND TREE REMOVALS -SILT FENCE 1 C8.1 ROCK CONSTRUCTION ENTRANCE 2 C8.1 NOTES: 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, ETC.) WHICH ARE TO REMAIN. PROVIDE AS -BUILT DRAWING ILLUSTRATING EXISTING UTILITIES, CONDUITS, WIRES, ETC. PRIOR TO PROJECT COMPLETION. 2. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 3. 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 BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR RE- ESTABLISHING ANY BENCHMARKS WHICH ARE SCHEDULED TO BE REMOVED OR RELOCATED, PRIOR TO BEGINNING CONSTRUCTION. 6. TREE PROTECTION: CONTRACTOR SHALL INSTALL ORANGE SNOW FENCE AT DRIP LINE OF ALL TREES TO BE PROTECTED FOR THE DURATION OF THE PROJECT. 0 Z U N 'o L CL IZ a- N 0 I� m > 0 C m .N v m 0 n U w Z Q J J Q O 2 W U a m >, M 3 'v 75 -a O a v � m N 0o 04)E�� N -a 0 w c_ 0 a"-Q •- a a on CL 0 ° ao Ecai� wo� t a-avv aLo 0 C —+. 0 U-0 =p o M >N m U� -0 •- s m � m ;.0 ° L7 amv5 t m L 3 U 0� rn 0 _a0 EROSION CONTROL KEY LEGEND OA SILT FENCE 1 C8.1 OB HEAVY DUTY SILT FENCE 1 C8.1 CO ROCK CONSTRUCTION ENTRANCE 2 C8.1 OD SEDIMENT FILTER AT STORM SEWER INLET OE EROSION CONTROL BLANKET 3 C8.1 OF SEDIMENT LOG 4 C8.1 PRELIMINARY DRAFT AGENCY REVIEW Z O V r � � Z w Ocnz Vw2 Q Z -i < Ww0 Y 0 J 1 0 MQ w W W a m O O U Q w Q 0 w O LL Y U O m O N 0 a� s N h v W � M C7Ne wo� w U� L7 N N W O W w� O O ~ �7M v1 wao Loj UQ� AM Z O V r � � Z w Ocnz Vw2 Q Z -i < Ww0 Y 0 J 1 0 MQ w W W a m O O U Q w Q 0 w O LL Y U O m O N 0 a� s N 314 TOTAL 6-TOTAL 320 TOTAL NET 18 " NET 33 " SEATING SEA TS WHEELCHAIR CAPACITY SPACES 0 7x8 RAFTERS 17' OL. Z OR DTR SPA 6" it-it FlBERGLA68 INSULATION 4 MIL POLY VAPOR BARRIER IM GYP&M BOARD STANDING METAL SEAM ROOF - COLOR TO VENTED ALUMINUM SOFFIT BLEACHER AND DUGOUT ROOF AND FAGA 8Y81EM n 2 -7xIV HEADERS 04 OR BTR - FEM -FIR) SHEATHING TO SHEATHING DIMENSION RAFTER TIE RAFTER TIE 4. OVERHANG x 4 , D D BUBF£NDED GEILMG, USG PROFESSIONAL SERIES - VERIFY 4' 0. ,- 1 J i�_ C— L m W m TYPICAL WALL 0 "TIRUCTION, m CIL r uj _ STRATFORD WEAVE PANELING �d ���.) 1/2- GYPSLM BOARD Lg MBTALL 13 - i IR• DIA GR01?ET8 M N 4 ML POLY VAPOR BARRIER a g ® 7x4 OR 7x6 STUDS (SEE PLAN) 0 DO r 'NORCO• GLIDER WINDOW R S 6" R -b FWEIWA A86 INSULATION OR -6 7x4 STUDS - 16. Or- p WINDOWS Vim. 'to. O. b' -0• X 4' -O' 3 VY R -11 FIBERGLASS INSULATION to2" CDX PLYWOOD (VERIFY) IUEFER TO FLOOR PLAN WE 1~ IEERFY 11111 Ol N PANEL •B" SIDING 61-0. OG. PtZtTOR•ED FOR'11CA COUNTER-TOP pO r ALIMINM SHELF p FASTEN BOTTOM PLATE _ DRACIMT OF END WALLS TO �R COMMERCIAL CARPET JOISTS 0 3/4' T ♦ G APA - RATED � 20d RS NAILS WI�tlE h h PLYWOOD BUDFLOOR EVENLY SPACED AND 4 ML POLY VAPOR STAGGERED NTO 7 TIM BARRIER JOISTS EACH END FASTEN END RIM JOISTS TO SUPPORT STILL I -BEMIS WITH 3/8' DIAM. x b" LAG DOLTS THROUGH PLATE INTO RIM JOISTS EACH ETD BOTTOM 2" JOISTS - 12" O.C. - M OR BETTER SPFJ - JOIST HANSSER - SIMPSON U26 OR BETTER EACH END - V1" EXTERIOR PLYWOOD ON BOTTOM OF JOISTS V -08 RIM JOIST TO R'M JOIST CROSS SECTION SCALE 3/4" . I' -0• im po O 318. OIAM x b• LAG DOLTS 24. OG. THROUGH STEEL 1 -BEAM SUPPORT INTO SILL PLATE AND RIM JOISTS STAGGER INTO ALTERNATING PLYS 7x6 TREATED A0 CCA SILL PLATES, • 8 STAINLESS STEEL SCREWS W O,C, INTO ALTERNATING PLY8 Sd NAILS 6. O.C. AT ALL PANEL EDGES PAR64 -M TO WIND LOAD. REMAINING NAILS TO BE @" OL. NAILING SCHEDULE - ROOF SHEATHING ELECTRICAL NOTES: OA F'RE- FABRICATED PRESS BOX SHALL COME WITH A COMPLETELY FINISHED ELECTRICAL SYSTEM. EMPTY CONDUITS FOR SPEAKER WIRES, SCOREBOARD CONTROL, AND OTHER RELATED FUNCTIONS SHALL BE STUBBED TO OUTSIDE OF PRESS BOX FOR HOOK -UP BY ELECTRICAL CONTRACTOR DATA AND PHONE 0 FIELD COMMUNICATION O 0 SCOREBOARD CONTROL 0 PUBLIC ADDRESS CONTROL 0100 AMP PANEL, LOCATED ON REAR WALL, ODUPLEX OUTLETS ALONG REAR WALL, ONE PER 6' OF BOX. OD LOW VOLTAGE PANEL, LOCATED ON REAR WALL. �/ OCONTINUOUS PLUG MOLD 2000 ALONG TOTAL LENGTH OF FRONT WALL. RECEPTACLES AT 2' -0" Or- PLUG MOLD AT 32" ABOVE FLOOR, (ABOVE INTERIOR SHELF AND BELOW WINDOW SILL) 1. ELECTRICAL CONDUIT AND WIRING TO BE BURIED IN STRUCTURE. 2. ELECTRICAL OUTLETS - INSTALL SINGLE DUPLEX OUTLETS M EACH COMPARTMENT FOR ELECTRIC HEATER 3. LIGHT FIXTURES - 24" X 48',3 LAMP STATIC FLUORESCENT RECESSED LAY -IN GRID TROFFER FLUSH STEEL DOOR FRAME. 1/2" X 1/2" X 1/2" SILVER PLASTIC CUBE LOUVER 4. PROVIDE SURFACE MOUNTED, HIGH ABUSE INCANDESCENT FIXTURE WITH POLY CARBONATE GLOBE AT EACH ENTRANCE. 5. WIRING TO MEET 1REGMJIRED SERVICE. CONDUIT t0 ! STUBBED OUT OF PRESS BOX READY FOR RE-CONNECT OF 6. LOCATE MAN DISCONNECT AND CIRCUIT BREAKER PANELS ON SHOP DRAWINGS. 'I. RECONNECT EXISTING WIRING FOR SCOREBOARD CONTROLS, PA. SYSTEM, AND COACHES COMMUNICATION EQUIPMENT. INCLUDE THE PULLING OF WIRE TO THE COMMUNICATION BOXES AND PROVIDE REQUIRED CONNECTORS. S. PROVIDE SURFACE METAL RACEWAY MOUNTED ABOVE COUNTERTOP, BUT BELOW WINDOW. TWO -PIECE CONTINUOUS WALL TO WALL, SINGLE RECEPTACLES IS" ON CENTER 9. PREW50X SUPPLIER TO FURNISH AND INSTALL FOUR WATERPROOF, GF�C.I, DUPLEX RE=CEPTACLES WITH "IN -USE" COVERS, ON ROOF. MOUNT ON HANDRAIL, ON ROOF, IS" ABOVE ROOF DECK CONCEAL IN STRUCTURE AND STUB OUT OF STRUCTURE AT RECEPTACLE. 10. PROVIDE 2 -GANG JUNCTION BOX WITH 1/2" CONDUIT TO COMMUNICATIONS CABINET AT EACH WALL, ADJACENT TO COUNTERTOP AND PROVIDE FOUR WEATHERPIROOF JUNCTION BOXES DIRECTLY ADJACENT TO ELECT4RICAL ON ROOF. ALL SHOP AND /OR FABRICATION DRAWINGS FOR STRUCTURAL COMPONENTS OF THE GRANDSTAND SYSTEMS, INCLUDING FOOTINGS AND FOUNDATIONS, SHALL BE DESIGNED AND CERTIFIED BY A REGISTERED STRUCTURAL ENGINEER CURRENTLY LICENSED TO PRACTICE IN THE STATE OF MINNESOTA. COMPLETE CERTIFIED STRUCTURAL CALCULATIONS SHALL ACCOMPANY SUBMISSION OF SHOP DRAWINGS. DRAWINGS AND CALCULATIONS SHALL CLEARLY NOTE ALL DESIGN LOADS IN ACCORDANCE WITH THE MINNESOTA STATE BUILDING CODE. O 0 a0 b �l RIM JOIST TO RM JOIST DIMENSION 00 TRIPLE 7X8 RM JOISTS 5UIL0ING DESIGNED POP- ROM -- - - - - -- -100 PAP. LIVE LOAD WALLS:---- - - - -74 PAP. WIND LOAD FLOOR'---- - - - -IM PAP. LIVE LOAD RIM JOIST TO RIM JOIST DMENSION SHEAR WALLS AND END WALLS: NAILING 80EOW.E, 8d NAILS 6. OG ALL PANEL EDGES. F EMAINNG NAILS 17. OL. 1/16• APA RATED BHEATNNG (BOTH SIDES OF WALLS) JOIST LAYOUT SCALE, 1,2* . I' -0• SHEATHING TO SHEATHING DIMENSION v / 4. OVERHANG x (TYPICAL) D D a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d ���.) t d a >1 Lg MBTALL 13 - i IR• DIA GR01?ET8 M N W��� J a g ® D000 ® 0 DO TIOFICO" GLIDER WINDOW 'NORCO• GLIDER WINDOW 7x6 BEARMG PLATES R O. b' -0" X 4' -0• RO. 5'-0" X W -0" 'to. O. b' -0• X 4' -O' 3' -3 Ian W-iW bl-w 3' -3 VJW ni -n• 61-0. OG. WITH A 7xB JOIST ABOVE 0 r m 7X8 JOISTS @• OL. Sj • 7 AND BETTER BPF. .1 Ll 00 TRIPLE 7X8 RM JOISTS 5UIL0ING DESIGNED POP- ROM -- - - - - -- -100 PAP. LIVE LOAD WALLS:---- - - - -74 PAP. WIND LOAD FLOOR'---- - - - -IM PAP. LIVE LOAD RIM JOIST TO RIM JOIST DMENSION SHEAR WALLS AND END WALLS: NAILING 80EOW.E, 8d NAILS 6. OG ALL PANEL EDGES. F EMAINNG NAILS 17. OL. 1/16• APA RATED BHEATNNG (BOTH SIDES OF WALLS) JOIST LAYOUT SCALE, 1,2* . I' -0• LEFT ELEVATION SCALE, 1/4' - I'-0" SHEATHING TO SHEATHING DIMENSION WALL " T° I - - II SSM2X416"Or FLOOR PLAN SCALE, 14" . 1' -0" WiEYERRAUBER PANEL •D" 81DNG 0 r [1 FRONT ELEVATION RIGHT ELEVATION SCALE, 1/4' . i'-0" SCALE, V4• - I' -0' PRELIMINARY DRAFT N O 0 Z m N C >1 O U C m .- 0, 3 N L_ Ot0Uw SHEATHING TO SHEATHING DIMENSION v / 4. OVERHANG x (TYPICAL) D D a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d ���.) t d a >1 Lg MBTALL 13 - i IR• DIA GR01?ET8 M N W��� J a Q ® D000 ® 0 DO TIOFICO" GLIDER WINDOW 'NORCO• GLIDER WINDOW ' N ORCO" GLIDER WINDOW R O. b' -0" X 4' -0• RO. 5'-0" X W -0" 'to. O. b' -0• X 4' -O' 3' -3 Ian W-iW bl-w 3' -3 VJW ni -n• LEFT ELEVATION SCALE, 1/4' - I'-0" SHEATHING TO SHEATHING DIMENSION WALL " T° I - - II SSM2X416"Or FLOOR PLAN SCALE, 14" . 1' -0" WiEYERRAUBER PANEL •D" 81DNG 0 r [1 FRONT ELEVATION RIGHT ELEVATION SCALE, 1/4' . i'-0" SCALE, V4• - I' -0' PRELIMINARY DRAFT N O 0 Z m N C >1 O U C m .- 0, 3 N L_ Ot0Uw y- M v / � x O v / a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d t d a >1 LU C — 0 + - U s o 0 M N W��� J a Q Q m Z L. r- t m 0_0 L 3 U D 4 v7 m ^J y- M U � O a v� m E 04 N 0. ,- 1 o0 N-p 0 LN C— L m W m d CIL 0 � 0 -0 "-Ecrn`� �d t d a >1 Q ui C — 0 + - U s o 0 M N p m � v i •- s m m = O N L C Z L. r- t m 0_0 L 3 U D 4 v7 m 30 O z O V �0P Z w O ch z Vw2 W Paz Joa uj FL Ye JOO a� m ♦W V / a m 4 rrW � M w O � W ti N N �o �G U w c Ln Q J M w a O W v U � � M O n LL M co co 0 U) (n M w, C M O J O 0 In d In 2 (q Z U g U) W a -� L 0 � O 0 LL Y U 0 0 N r ° m i \GENERAL NOTES � A. ALL CONDUIT EXPOSED ABOVE GRADE SHALL BE RIGID STEEL. PROVIDE CONDUIT SUPPORTS NOT MORE THAN 5'-0" ON CENTER WHEN EXPOSED. CC y G � i � B. COVER AND PROTECT CONCRETE SLABS, CURBS AND GUTTERS AS v �' REQUIRED TO PREVENT UNDERMINING, DISTRESS AND DAMAGE DUE TO � \ \ WORK IN THIS CONTRACT, ALL DAMAGED CONCRETE TO BE REPLACED AT CONTRACTORS EXPENSE. w 5 \ C. LOCATIONS AND SIZES OF ALL UNDERGROUND UTILITIES SHOWN ARE R E APPROXIMATE ONLY. VERIFY ALL UTILITIES. CONTRACTOR RESPONSIBLE FOR REPAIR TO ANY DAMAGED UNDERGROUND UTILITIES. D. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL SITE UTILITIES, INCLUDING PRIVATE UTILITIES. CONTACT GOPHER STATE ONE CALL \ PRIOR TO ANY EXCAVATION. BARBED WIRE FENCE m �© PROPOSED UTILITY COMPANY PAD MOUNT TRANSFORMER.-- 23 PANEL H1 ENCLOSURE W / \ O >e 1 21 4 FT WROUCT RON FENCE E. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. SPECIFIC NOTES: s e / M Q r 0 1-C. PVC, 3 #12 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O3 1-C. PVC, 3 #10 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O BARBED WIRE FENCE m �© PROPOSED UTILITY COMPANY PAD MOUNT TRANSFORMER.-- 23 PANEL H1 ENCLOSURE W / \ O >e 1 21 4 FT WROUCT RON FENCE E. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. SPECIFIC NOTES: > co O O ROUTE THRU LIGHTING CONTACTOR CABINET. M Q r 0 1-C. PVC, 3 #12 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O3 1-C. PVC, 3 #10 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O 1- 1/4 "C. PVC, 3 #8 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O 1- 1/4 "C. PVC, 3 #6 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. © SEE DETAIL 2/E3. �m- O7 PROVIDE CONNECTION TO SCOREBOARD, SEE 4/E3. UI O FIELD AIM FLAG LIGHT AND ADJUST BARN DOORS. SEE DETAILS 5/E3 AND 6/E3. O9 3/4 "C. PVC, 2 #12 + GND, XHHW, CU. a= 10 SEE DETAIL 6/E3 AND 7/E3. 1 1 1-1/4"C. PVC, 2 #4 + GND, XHHW, CU. 12 1-1/4"C. PVC, 4 #4 + GND, XHHW, CU. 13 MOUNT RECEPTACLE AT 36" ABOVE GRADE MOUNTED ON BATTING CAGE SUPPORT J � POST. 14 PROVIDE RECEPTACLE WITH METAL "WHILE —IN —USE" COVER. 15 3/4 "C. PVC, 2 #8 + GND, XHHW, CU. 16 8" X 8" X 36" HIGH TREATED WOOD POST WITH 20 AMP, 240 VOLT, 1 PHASE TWIST LOCK RECEPTACLE. RECEPTACLE TO HAVE WHILE —IN —USE COVER, AND NEMA 3R ENCLOSURE. POST TO EXTEND BELOW FROST LINE AND HAVE MINIMUM 6" OF CONCRETE BACKFILL. VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. 17 PROVIDE CONNECTION TO PRESS BOX PANEL BOARD. PRESS BOX FURNISHED BY OTHERS. VERIFY EXACT REQUIREMENTS. 18 1" C. 2 #6 + GND, XXHW, CU. 19 PROVIDE 1-1/2" CONDUIT TO PRESS BOX LOW VOLTAGE CABINET. EXTEND CONDUIT UP POLE TO SPEAKER ELEVATION, VERIFY HEIGHT. 20 SURFACE MOUNT FIXTURE UNDER BLEACHER, CIRCUIT TO PANEL L1 #5, 1/2"C. 2 #12. 21 3/4 "C. PVC, 3 #10 + GND, XHHW, CU. 22 1"C. PVC, 3 #8 + GND, XHHW, CU. 23 SEE 1/E3. PRELIMINARY (NOT TO BE USED FO R 3 CONSTRUCTI ®N) o > co O c M Q r c W o co m �m- UI 0 > a= ®0c70:� I J Z Q QU J � F. WV ~ J W V) CD �E��� e„ Ld o U E C) V) 00 J cc CD d >��.� � D- a e 0= cn e :5 � N h � W�h CSN� U� ti i~ O U1 ° O W w� �o O O Lij Vj � W � o awe n Z O V J boa 00 cl)C)0 Z W 0 J /= g�� _ � U z =� L) L �% 00�z cl) < W r O WLL a� O tC LL LL O O w Q' N o LL Y —��U o Q O w mLL W Q m M 0 Lu 0 20 40 V) mmmi ELECTRICAL SYMBOL SCHEDULE 1. THESE SYMBOLS COMPRISE A STANDARD LIST. NOT ALL SYMBOLS MAY APPEAR ON ABBREVIATIONS: THIS PROJECT. ® KEYED NOTE MT EMPTY CONDUIT 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. AB ABOVE COUNTER NF NON FUSED MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT SPECIFICALLY ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER MOUNTING AFG ABOVE FINISHED GRADE NL NIGHT LIGHT HEIGHTS LISTED. C CONDUIT TIB TELEPHONE TERMINAL BOARD 3. DASHED SYMBOL INDICATES EXISTING. SLASHED SYMBOL INDICATES TO BE REMOVED. CB CIRCUIT BREAKER WP WEATHER PROOF SHADED LIGHT FIXTURE INDICATES CONNECTION TO THE EMERGENCY SYSTEM CCT CIRCUIT OR CIRCUITS OR NIGHT CIRCUITS. DED DEDICATED CIRCUIT 1500 W MH EM EMERGENCY CIRCUIT MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL EWC ELECTRIC WATER COOLER B1 FU FUSE 480 GFCI GROUND FAULT CIRCUIT INTERRUPTING X GND GROUND MOUNTING MOUNTING SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT Q LIGHT FIXTURE B2 BRANCH CIRCUIT HOME RUN 46" 480/3 X L7 HOME RUN DESTINATION 80' POLE ® FLUORESCENT LIGHT FIXTURE SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET B,10— BRANCH CIRCUIT NUMBERS 22.2 Cl SPORTS LIGHTER - ��ISOLATED GROUND CONDUCTOR 1 LIGHT FIXTURE ON EMERGENCY OR NIGHT POLE Cl - �CROSSMARKS INDICATE QUANTITY OF #12 1500 W MH LIGHT CIRCUIT MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL CONDUCTORS. ABSENCE OF CROSSMARKS C2 A FIXTURE TYPE TYPICAL LIGHTING CIRCUIT FIXTURE DESIGNATION 480 p0 INDICATE 2 #12. \ CONDUCTORS LARGER THAN #12 ARE X 8a— 70' POLE DENOTED THUS. SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST � SWITCHING POLE D1 D1, D2 SPORTS LIGHTER ® EXIT LIGHT. SHADED SECTION INDICATES 30 CONDUIT CONCEALED IN WALL OR CEILING 1 FACE ORIENTATION. 1500 W MH , CONDUIT CONCEALED IN /UNDER FLOOR MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL Q JUNCTION BOX (STEM INDICATES WALL MOUNTED) E CONDUIT RUN EXPOSED 1 SINGLE RECEPTACLE PANEL H1, CIRCUIT CONDUIT STUBBED OUT & BUSHED 2.1 DUPLEX RECEPTACLE 30 CONDUIT VERTICAL TRANSITION UP 2 F RECESSED DOWN LIGHT CONDUIT VERTICAL TRANSITION DOWN g AL FOUR PLEX RECEPTACLE X MATCH MARK FOR CONDUIT CONTINUATION 4000K LED MULTI- OUTLET ASSEMBLY (MOA) LITHONIA #FMML- 7 -8 -30 OR APPROVED EQUAL SPACE SPARE C 18 —UE UNDERGROUND ELECTRIC (OE= OVERHEAD 30 SPECIAL PURPOSE OUTLET 36 ELECTRIC) 1.6 27711 181. AA AREA LIGHT a" SWITCH (LOWER CASE LETTER INDICATES PANEL H1, CIRCUIT —�T UNDERGROUND TELEPHONE (OT= OVERHEAD X POLE 4000K LED TELEPHONE) LITHONIA #DSX1 LED OR APPROVED EQUAL LIGHT FIXTURES CONTROLLED, 2 =2 -POLE, BB FLAG LIGHT MVOLT 3 =3 -WAY, 4 =4 -WAY, K= KEYED, MC= MOMENTARY CONTACT, L =LOW 18" MOTOR /EQUIPMENT SLIPFITTER VOLTAGE, P =PILOT LIGHTED TOGGLE, NARROW SPOT DISTRIBUTION, NATURAL ALUMINUM FINISH, VANDAL GUARD, FULL VISOR LITHONIA #DSXF3 LED 8 A530/40K NSP MVOLT AFTS FV VG DNAXD OR APPROVED EQUAL FLAG LIGHTS D =DOOR) AREA LIGHT MVOLT 5 NOTE 3 X PANELBOARD, SURFACE 5000K LED INDICATES ALL DEVICES UNDER ONE LITHONIA #OLW 31 OR APPROVED EQUAL GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING COVER PLATE B -low- PANELBOARD, FLUSH 40 TRANSFORMER T1 ® SWITCHBOARD (SHOWN TO SCALE) 60" �I DISCONNECT SWITCH 60" NOTES: 1. POLE SHALL BE PROVIDED WITH MOUNTING PLATE FOR TYPE'AA' FIXTURE, COORDINATE PLATE BOLT PATTERN AND PLATE ORIENTATION. SEE DETAILS 1 /E1 AND 3/E3. 2. MOUNT TO SPORTS LIGHTING POLE AS SHOWN. 42 NOTES: ® TELEPHONE TERMINAL CABINET 60" ® MAGNETIC STARTER 54" U� p CONTROL /SPECIAL CABINET �I COMBINATION STARTER o 0 © AMPLIFIER 0 MANUAL MOTOR STARTER SWITCH �Ln v TELEPHONE OUTLET 64" o- PUSHBUTTON (W =WALL MOUNTED) v CRT /DATA OUTLET 16" 0 TRANSFORMER 1 GROUNDING ELECTRODE SPEAKER = (STEM INDICATES WALL MOUNTED) ^I � ® MICROPHONE OUTLET O (STEM INDICATES WALL MOUNTED) VOLUME CONTROL O LIGHT FIXTURE SCHEDULE FIXTURE LETTER TYPE FIXTURE TYPE VOLT FLUOR HID LED MOUNTING LAMP CONTROL MEDIA (LENS, LOUVER, ETC.) MANUFACTURER'S CATALOG NUMBERS REMARKS Al, A2 SPORTS LIGHTER 480 CONTACTOR ID X REMARKS 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 5 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 B1 SPORTS LIGHTER 480 POLE A2 X 14.8 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -9P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 B2 SPORTS LIGHTER 480 480/3 X C3 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -9P- SLS -OB1 BRACKET OR APPROVED EQUAL 22.2 Cl SPORTS LIGHTER 480 1 X POLE Cl 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL NOTE 1 C2 SPORTS LIGHTER 480 BASEBALL FIELD X 480/3 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL POLE D1 D1, D2 SPORTS LIGHTER 480 30 X 1 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL 480/3 E NOT USED 1 SPARE PANEL H1, CIRCUIT AREA LIGHTING 2.1 277/1 30 C9 2 F RECESSED DOWN LIGHT 120 g u X RECESSED 4000K LED WHITE TRIM RING, OPAL LENS LITHONIA #FMML- 7 -8 -30 OR APPROVED EQUAL SPACE SPARE C 20/1 30 SPACE 36 FLAG LIGHTING 1.6 27711 30 AA AREA LIGHT MVOLT PANEL H1, CIRCUIT FUTURE LOT LIGHTING X POLE 4000K LED TYPE 3 DISTRIBUTION, HOUSE SIDE SHIELD, NATURAL ALUMINUM FINISH LITHONIA #DSX1 LED OR APPROVED EQUAL NOTE 2 BB FLAG LIGHT MVOLT 35 ® U O cn 73 °- G5 X SLIPFITTER 41 OOK LED NARROW SPOT DISTRIBUTION, NATURAL ALUMINUM FINISH, VANDAL GUARD, FULL VISOR LITHONIA #DSXF3 LED 8 A530/40K NSP MVOLT AFTS FV VG DNAXD OR APPROVED EQUAL FLAG LIGHTS CC AREA LIGHT MVOLT 5 NOTE 3 X SURFACE 5000K LED DARK BRONZE FINISH, INTEGRAL PHOTO CELL LITHONIA #OLW 31 OR APPROVED EQUAL GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING CONTRACTOR. B 60/2 40 TRANSFORMER T1 SPARE 41 b 20/1 NOTES: 1. POLE SHALL BE PROVIDED WITH MOUNTING PLATE FOR TYPE'AA' FIXTURE, COORDINATE PLATE BOLT PATTERN AND PLATE ORIENTATION. SEE DETAILS 1 /E1 AND 3/E3. 2. MOUNT TO SPORTS LIGHTING POLE AS SHOWN. CONTACTOR CABINET SCHEDULE CABINET NUMBER 1 H1 BUS AMPS 400 VOLTS 480/277 VOLTS/ CONTACTOR WIRE 4 MCB 400 MLO LOAD /POLE CIRCUIT DESCRIPTION FULL LOAD AMPS PHASE SIZE (AMPS) CONTACTOR ID ZONE REMARKS POLE Al BASEBALL FIELD 14.8 480/3 30 Cl 1 m POLE A2 BASEBALL FIELD 14.8 480/3 30 C2 1 6 POLE B1 BASEBALL FIELD 22.2 480/3 30 C3 1 8 POLE B2 BASEBALL FIELD 22.2 480/3 30 C4 1 POLE Cl POLE Cl BASEBALL FIELD 11.1 480/3 30 C5 1 POLE C2 POLE C2 BASEBALL FIELD 11.1 480/3 30 C6 1 19 POLE D1 BASEBALL FIELD 11.1 480/3 30 C7 1 21 POLE D2 BASEBALL FIELD 11.1 480/3 30 C8 1 SPARE PANEL H1, CIRCUIT AREA LIGHTING 2.1 277/1 30 C9 2 NOTE 1, 4 34 SPARE g u 20/1 28 SPACE SPACE PANEL H1, CIRCUIT SPACE SPARE C 20/1 30 SPACE 36 FLAG LIGHTING 1.6 27711 30 C10 3 NOTE 2 PANEL H1, CIRCUIT FUTURE LOT LIGHTING 33 277/1 30 C11 4 NOTE 3 32 AREA LIGHTS SPACE 35 ® U O cn 73 °- G5 C 20/1 SPARE 36 FLAG LIGHTS SPARE 30 C12 5 NOTE 3 SPECIFIC NOTES: 1. FOR CONTROL OF TYPE'AA' LIGHT FIXTURES. 2. FOR CONTROL OF TYPE'BB' LIGHT FIXTURES. 3. CONTACTOR IN BASE BID. 4. LIGHTS ON AT DUSK, OFF AT 11:15 PM, VERIFY. GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING CONTRACTOR. PANELBOARD SCHEDULE PANEL DESIGNATION H1 BUS AMPS 400 VOLTS 480/277 PHASE 3 WIRE 4 MCB 400 MLO LOAD DESCRIPTION CCT LOAD KW BCB BCB LOAD KW CCT LOAD DESCRIPTION POLE Al 1 20/3 A 20/3 m 2 POLE A2 3 B 4 5 C 6 POLE B1 7 BATTING CAGE RECEPT 30/3 A 30/3 20/1 8 POLE B2 9 g 10 11 C 12 POLE Cl 13 20/1 20/3 A 20/3 SPARE 14 POLE C2 15 B 16 17 C 18 POLE D1 19 20/3 A 20/3 20 POLE D2 21 B 22 23 C 24 SPACE 25 SPARE SPARE A 20/1 26 SPACE SPACE 27 SPACE SPARE g u 20/1 28 SPACE SPACE 29 SPACE SPARE C 20/1 30 SPACE SPACE 31 SPACE PRESS BOX A 20/1 60/2 32 FUTURE LOT LIGHTING SPACE 33 BOOSTER TRAILER OUTLET 23 B 20/1 NOTES: 1. PROVIDE PANEL WITH NEMA 3R ENCLOSURE. 34 AREA LIGHTS SPACE 35 ® U O cn 73 °- G5 C 20/1 36 FLAG LIGHTS SPARE 37 20/1 A 20/1 38 SPARE SPARE 39 20/1 B 60/2 40 TRANSFORMER T1 SPARE 41 b 20/1 C 42 NOTES: PANELBOARD SCHEDULE PANEL DESIGNATION L1 BUS AMPS 100 VOLTS 240/120 PHASE 1 WIRE 3 MCB 100 MLO LOAD DESCRIPTION CCT LOAD KW BCB BCB LOAD KW CCT LOAD DESCRIPTION 3RD BASE LINE RECEPT 1 20/1 A 15/1 m 2 BATTING CAGE RECEPT 1ST BASE LINE RECEPT 3 20/1 B 15/1 4 BATTING CAGE RECEPT UNDER BLEACHER LIGHTS 5 20/1 A 20/1 6 SCORE BOARD SPARE 7 20/1 B 20/1 8 SPARE SPARE 9 D 20/1 A 20/1 0 10 SPARE SPARE 11 20/1 B 20/1 12 SPARE SPARE 13 20/1 A 20/1 14 SPARE SPARE 15 20/1 B 16 SPACE SPARE 17 u 20/1 A C) �jEIn 18 SPACE SPARE 19 20/1 B 20 SPACE PRESS BOX 21 aD O O 60/2 A 20/2 22 BOOSTER TRAILER OUTLET 23 B 24 NOTES: 1. PROVIDE PANEL WITH NEMA 3R ENCLOSURE. PRELIMINARY (NOT TO BE USED FOR CONSTRUCTION) 0/20/13 wV y _W A h y V h� W N � c W co C) �2 co co O M Q r r M r � C) co r N r m 1=m.® O O C5 > a= ® 0 u 0:� V♦ W J D 0 W ♦2 V♦ V) � O T E U u C) �jEIn V3 Q 7s �O L= 6 aD O O D E 00 E R J T ® U O cn 73 °- G5 � co .� e c) D= V) e zj O Q) � N h � w � h b O w � a U� o 0 h �Ln ,, rOo tot ^I � O Z O t� V J N �i O Q M 00 �v0 N Z Cn W J � OV V Z O = U i LLn 0 N N a/ Z Q W O ix Q � W �QN/ I.f� Q Y L) '- O o w I.fi LL LL J V O O MQ W LL ♦W V/ MQ W M IN Lu UTILITY COMPAQ METER AND BA NOTE: METER AND C/T MOI ON CABINET EXTERIO Hnnr, ) (p, +w CABINET EXTERIOR ELEVATION - BACK NO SCALE NEW NEMA 3R EXTERIOR PAD LOCKABLE ENCLOSURE, BY APPROVED MANUFACTURER AND ASSEMBLER. PROVIDE SHOP DRAWINGS OF ENCLOSURE FOR APPROVAL. REFER TO ELEVATION FOR REQUIRED ELECTRICAL DEVICES. PROVIDE ADEQUATE VENTILATION. MINIMUM 10go GALVANIZED STEEL, NSP GREEN ENAMEL FINISH, SIZE AS REQUIRED. NEW UTILITY COMPANY PAD MOUNTED TRANSFORMER C/T CABINET CONCRETE PAD. REINFORCE WITH WELDED WIRE FABRIC METER 1 �24' 1 PAD PLAN VIEW ENCLOSURE VERIFY SIZE NO SCALE NOTE: A. PROVIDE DEDICATED 20AMP, 120 VOLT CONTROL POWER TO CONTACTOR CABINET, VERIFY EXACT REQUIREMENTS. TO PRESS BOX PANELBOARD LIGHTING CONTACTOR 1"C, 2 #6 CABINET #1. PANEL CONT. 1- 1/4 "C, 3 #3 H1 CAB 277/ #1 TRANSFORMER T1 480V 25KVA, NEMA 3R 480 TO 240/120 VOLT I T I 6" MINIMUM IT 1 ABOVE GRADE 6" MINIMUM BELOW GRADE PAD BY ELECTRICAL CONTRACTO 1 "C, PVC, 2 #6 PAD TO BE SIZED PER NOTES NEW SECONDARY CONDUIT 3-1/2"C, PVC 4 #500 MCM BRANCH CIRCUIT CONDUITS, PAD BY ELECTRICAL CONTRACTOR, REFER TO PLAN BRANCH CIRCUIT CONDUITS, SEE DETAIL 2/E3 REFER TO PLAN NEW UNDERGROUND (4) 2" PVC CONDUIT STUBS UNDER (2) 1 -1/2" PVC CONDUIT STUBS UNDER PRIMARY BY UTILITY COMPANY PANEL H1 CONDUITS TO BE STUBBED CONTACTOR CABINET CONDUITS TO BE OUT 2 FEET BEYOND PAD. STUBBED OUT 2 FEET BEYOND PAD. EXTERIOR ELEVATION - FRONT INTERIOR ELEVATION - FRONT NO SCALE NO SCALE * CAP CONDUIT AND MARK SITE ELECTRICAL SERVICE AND CONNECTION DETAIL LOCATION ON AS -BUILT DRAWINGS, EXTEND CONDUITS E3 SCALE: N.T.S. TO THE NORTH I VIEW A -A SCALE: 3/8' 1' -0" A A �T rYP TYP 9 rf2" rrp' 3. -0. P r - - - -- - - -, rOP TO NAVE BROOM ti I r.0 FINI9i OR PORM -cD FINISH Typ IL -- , = -ID� -� --- -- J 5• 9 1 f2. - { TYP 2 TON X 3' A ANCHOR 7` -Fx' I5 REC1'G) PLAN) VIEW SCALE: ifs' = T` O" PAD MOUNT TRANSFORMER DETAILS SCALE: NONE DESIGN NOTES I) DESIGN NLESS OTHERWISE USED HERWISE SPECIFED 2) DESIGN LOADINGS. A. AASHTO HS- 20 -44, W/ IMPACT. B, SOIL WEIGHT = 120 PCF. C. DEPTH OF OVERBURDEN 0.0' MIN, 5.V MAX. D. ASSUMED WATER TABLE: BELOW BOTTOM OF SLAB E. EOUIV. FLUID PRESSURE = 40 PCF F. 80 PSF LATERAL LIVE LOAD SURCHARGE 3) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6500 PSI (MIN,) 4) STEEL REINFORCEMENT REBAR, ASTM A -615 GRADE 60 CEMENT: ASTM C -150 SPECIFICATIONS BILL OF MATERIALS TYPE QTY (50I0514 CONCRETE Mix - SCC CYD) .08 5100611 2 TON %$ 3/4- A ANCHOR 5 LUMINAIRE FIXTURE MANUFACTURERS (SEE SCHEDULE) REQUIREMENTS, SPORTS LIGHTING 34 POLE MANUFACTURE SHALL -° C) COORDINATE EXACT MOUNTING QUICK CONNECT DETAILS. PROVIDE PLATE ON WIRE HARNESS POLES NOTED, SEE LIGHT V) ,) E CO FIXTURE SCHEDULE. REFER TO ELECTRICAL ENCLOSURE ELECTRICAL SITE PLAN FOR PLATE (NEMA 3R) CONTAINING: ORIENTATION. - DISCONNECTING MEANS #6 BARE CU - FUSES - BALLASTS STEEL SLIP -FIT _\ d Q OVER TAPERED I 0 CONCRETE BASE � �1 PRODUCT WEIGHTS LID O TOP 0 R15ER 0 SLAB 3900 BASE 0 TOTAL L95 0 DRAWN BY: BT /07 2TPfG 2 DATE: af 2a /pv A DWG NAW PA CS i Of 2 8090 -07 —PAD CHECKED BT; DATE: SALES MOER#: SSA HT: 0 Oldcastle Precast 6820 5433RD AYE RAW5ET, WN 55303 PHONE:(763) 323 -3548 PANEL L1 120/240 VOLT BRANCH CIRCUITS SEE PLANS STRUT SUPPORT LEGS AS REQUIRED 6'x6' x4" CONCRETE PAD BY ELECTRICAL CONTRACTOR POLE CAP POLE (SEE SCHEDULE) LUMINAIRE (SEE SCHEDULE) PLATE FOR TYPE 'AA' LIGHT PAD DIMENSIONS FIXTURE AT 20 FEET ABOVE A GRADE. PLATE TO ACCEPT - C D I E F MOUNTING BOLTS, AND PROVIDE H WIRING ACCESS PER LIGHT LUMINAIRE FIXTURE MANUFACTURERS (SEE SCHEDULE) REQUIREMENTS, SPORTS LIGHTING 34 POLE MANUFACTURE SHALL -° C) COORDINATE EXACT MOUNTING QUICK CONNECT DETAILS. PROVIDE PLATE ON WIRE HARNESS POLES NOTED, SEE LIGHT V) ,) E CO FIXTURE SCHEDULE. REFER TO ELECTRICAL ENCLOSURE ELECTRICAL SITE PLAN FOR PLATE (NEMA 3R) CONTAINING: ORIENTATION. - DISCONNECTING MEANS #6 BARE CU - FUSES - BALLASTS STEEL SLIP -FIT _\ d Q OVER TAPERED I 0 CONCRETE BASE � �1 UNDERGROUND PRECAST CONCRETE ACCESS HOLE BASE EXTENDS ABOVE GROUND CONDUIT AND J DO WIRE REFER TO 0 PLAN FOR SIZE GRADE I I AND TYPE. #2/0 WIRE 24" GROUND ROD ► I MIN. 3/4" X 10' 3' (TYP) COPPER WELD I I I I I I I I I I I I I I I I I I I PRESTRESSED CAST - ' I I CONCRETE BACKFILL, CONCRETE BASE I I I I 30" DIA. MIN. I I I I I I I I I I I I I I I I L- -LJ - -J SPORTS LIGHTING POLE DETAIL SCALE: N.T.S. ----------------------------------- -- --------- -- --------- � ^el / I A iI I I k r/2 A I i I I I I r I I I I I j I I I I r i I I r I , € 30" WHERE POSSIBLE { NOTE c I LESS THAN 30" + Q 00' I I IS ACCEPTABLE , NoTE 7 D 28 I PRI. SEC. 1 I I SIDE SIDE i ! i BUILDING LINE r (AT SIDES OR BACK) NOTE: S D -------------- — _ f L_'; i ------- - - - - -- - - - - -- -fir —' NOTE: 2 _ -_- - NOTE: 1 dl CHAMFER EDGE 9' ,, 1 2" o � i „ v • a v • v e y o :�.. / ��"* fj FrIiN�IS» I" R-A� DE f 'oW /m �! a s • J r o . a . ✓ ,l /,,..� �,,#+' %� ✓n ✓.c� HY%---- - - - - -I -------------------------- ------------- - - - - ----fir ii EXTEND 5' ABOVE PAC} GROUND ROD li IY ii n u NOTES: 1. MINIMUM DISTANCE FROM CONCRETE PAD TO BUILDING, 24" WHERE PAD MOUNT CAN BE POSITIONED WITH A CRANE. 48" WHERE A CRANE CANNOT BE USED. 2. 1/0 BARE COPPER GROUND GRID FURNISHED & INSTALLED BY WRIGHT— HENNEPIN ELECT. 3. CUSTOMER TO DESIGN PAD TO SUPPORT THE "DESIGN WEIGHT" LISTED UNDER "PAD DIMENSIONS" WITHOUT SETTLING. 4. CONCRETE OR PIPE BARRIERS MAY BE REQUIRED FOR PROTECTION FROM TRAFFIC. BARRIERS WILL BE PROVSDED BY CUSTOMER AND INSTALLED BY CONTRACTER AS DIRECTED BY W.H4 E- 5. GROUND RESISTANCE NOT TO EXCEED 25 OHMS AS MEASURED. (SEE M2 -2PM) 6, LOCATE CONDUITS FOR SECONDARY CABLES AS CLOSE TO RIGHT EDGE OF OPENING AS POSSIBLE. 7. CENTER CONDUITS ON PRIMARY SIDE ( "F" DIMENSION) AS SHOWN, EXTEND 2 - 5" CONDUITS OUT BEYOND TRANSFORMER PAD, PARKING LOT, ROADWAY & CURBS TO GREEN AREA AS DIRECTED BY W.H.E. TRANSFORMER KVA PAD DIMENSIONS DESIGN WEIGHT A B 1 - C D I E F I G H 45,75.112,150.225,300, 500 80 80 1 F 13 48 24 2.4 34 10000 LBS REVISIONS CONCRETE PAD & GROUNDING GRID 6 -06 NEW SPEQ - 5RILIT QUT UMB I THREE PHASE PAD MOUNT TRANSE. ENG'R: ARIGHT— HENNEPIN ELECTRIC 6 -06 APPROVED BY: DETM_ ERA ENGINEERING DEPARTMENT la UMB 15 SCOREBOARD AND STRUCTURAL SUPPORT BY OTHERS. 3/4 "C, 2 #10 + GND - -- - - - - - - - - - - - - - - - - -------- - - - - -- -- -- WP, GFCI DUPLEX RECEPTACLE 20 AMP. NEMA 3R FUSED DISCONNECT, VERIFY FUSE SIZE WITH MANUFACTURER. RECEIVER BOX ON FRONT OF SUPPORT. POWER TERMINATION -/ POINT, FIELD VERIFY BRANCH CIRCUIT CONDUIT FEEDING TO UNIT REQUIREMENTS. TO BE MOUNTED ON FACE OF BEAM. REFER TO PLAN FOR SIZING. GRADE GROUND ROD WITH GROUNDING EMBED CONDUIT CONDUCTOR INSTALLED IN 1/2" IN CONCRETE CONDUIT WHERE EXPOSED ABOVE FOOTING, VERIFY GRADE. GROUND PER NEC AND MANUFACTURERS RECOMMENDATIONS. NOTES: A. ALL EXPOSED CONDUIT OR CONCRETE EMEBEDDED CONDUIT TO BE RIGID STEEL. B. DISCONNECT AND RECEPTACLE TO BE MOUNTED DIRECTLY TO STEEL I BEAM, STRUT MOUNTING ONLY WITH ENGINEERS APPROVAL. C. ELECTRICAL CONTRACTOR TO CONNECT WIRING BETWEEN SCOREBOARD SECTIONS. D. MOUNT AND WIRE RECEIVER BOX FURNISHED WITH SCOREBOARD PER MANUFACTURERS RECOMMENDATIONS. SCOREBOARD SERVICE EQUIPMENT SCALE: N.T.S. FLAG FLOODLIGHT, FIELD AIM ADJUSTABLE SLIP FITTER SIZE FOR 2" PIPE 2" RIGID STEEL CONDUIT EXTENDING MINIMUM OF 6" INTO CONCRETE BASE 2" CAMBER TOP GRADE LEVEL 12" ABOVE GRADE m I I , CONDUIT REDUCER 24" MIN. - - - - 4 8" DIA X 18" HIGH CYLINDER OF 6" X 6 " -10 GA REINFORCING MESH 3/4" PVC CONDUIT OR o \ AS NOTED ON PLAN SEE SITE PLAN FOR CIRCUITRY 12 "� DIA FLOODLIGHT & BASE DETAIL — FIXTURE TYPE BB 6' -6" 6' -6" 0 30' FLAGPOLE FLAG LIGHT FIXTURES, SEE SCHEDULE SCALE: N.T.S. TYPICAL FLAG LIGHT LOCATION PLAN— SCALE: N.T.S. V d g C� C0 § G � i � � u ai m � � 0 � w i 0 M O O Co r M M N z M_ M W O Co Q O ry T > �_y ® 0 u 0:� V♦ J Q W Im � N h � E_ w � h w Q M Co O 0 O E w�a �! -° C) cl) E U� (' V) ,) E CO J O m L I— u� Lf> O Z V N a QQ 0 o 0 CZC G 4- h U d Q Ln 0 V � �1 E 3 LL O 0 -O J DO 0 ® 0 � Qn Z L� ^I Q; z 0 c� Q) e D= V) e 73 O 0:� Im � N h � E_ w � h w Q M Co O 0 O . w�a �! � cl) U� (' LL! Z J O m L I— u� Lf> O Z V N a QQ 0 o 0 CZC G 4- h U Ln 0 V � �1 LL O � W a L� ^I Q; Uqh M 0 J O E_ Q M Co O 0 O Co co �! � cl) (' LL! Z J O m L I— u� Lf> O Z V N a QQ 0 J Q M Co 0 O Co co cl) cl) (' LL! Z J O m L I— u� Lf> w O LLB V Z V N a QQ 0 N a U-) CZC G 4- OY U 0 V � LL g M Ulu + + 00 v ED � + � 0 �v 0�0 + 0�0 E �� + OB\ 00 0�0 0�0 00 00 0 00 + 0'0 00 + + 00 + + 00 \� + 00 00 00 + 00 00 00 00 \\ 00 Q0 00 / 00 00 \ + 0 y + 00 00 + 0,0 n + 0 0 \ 00 00 00 + 0 0 0il i+ + 00 00 + 0,0 0 0i1 01 + 0l0 + 0 3 T BARBED +`� c\ 0 1 +O 0 + w+ EOFENCE \ 0 1 0 0 ° o'0 0�4� a1 \_ 01 \� 0 0 01 01 01 01 00 01 0 ° 0 + 00 0 + 01 01 + 01 + \ 0�1 ° + 0 0 0 �� 0 vv + o'I LIGHT FIXTURE SCHEDULE FIXTURE co co ai CD CD M LETTER FIXTURE TYPE VOLT FLUOR HID LED MOUNTING LAMP CONTROL MEDIA (LENS, LOUVER, ETC.) MANUFACTURER'S CATALOG NUMBERS REMARKS TYPE a) 3 0 ® 0 L-- Q) C 000ft� Al, A2 SPORTS LIGHTER 480 Z Q X 80' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 5 FIXTURES, REMOTE BALLAST, AREA LIGHT MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 LLJ� MH BRACKET 81 SPORTS LIGHTER 480 X G 80' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT MUSCO #LSG - 1500 -9P- SLS -061 BRACKET OR APPROVED EQUAL C3 C) E�� MH BRACKET yr - � E 0 B2 SPORTS LIGHTER 480 Q� X 80' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST MUSCO # LSG-1 500-9P-SLS OR APPROVED EQUAL O �E-0cn � MH �00 C1 SPORTS LIGHTER 480 � P X �.v) C > Q) 70' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST, AREA LIGHT MUSCO #LSG - 1500 -4P- SLS -0B1 BRACKET OR APPROVED EQUAL D d Im� MH BRACKET � b C2 SPORTS LIGHTER 480 X waa 70' POLE 15MHW SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL U D1, D2 SPORTS LIGHTER 480 X 70' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL MH wA 0 NOTES: �0 0 0 ,� 0�1 0�1 + 0i1 01 + lu UU 00 + o0 0 + 0�1 0�1 °�svv 0�1 0�1 �_��1 )�1 0�0 0�0 00 0 + 1 oti_o + 01 01 r 01 00 00 00 0 01 tic + 01 0'0 0,0 + 0 GENERAL NOTES 0 0 0 0 + 0 1 Oil \ O 0 4 \\ 0 1 Oil Oil + 010 0 0 0 0 010 0 0 A. CALCULATED READINGS INDICATE HORIZONTAL FOOTCANDLES AT 3' -0" 0 0 ABOVE GRADE. 0 0 01 01 01\ 01 +' 01 01 + 00 00 , + 01 + + s 0 1 \ 0 1 + 0 0 B. READINGS ON 30 x30 GRID. 0 0�0 + 0 ��E� B + 2 0 vv + 0�l 0�1 0�0 0�0 0�0 L 0,0 + 0�0 + 0i1 311 + 0�0 0,0 0�l 0�2 + 0�2 vim_ + 00 + Q2 + Oil 0'0 0 0 + + 01 0� v + 0�2 + O�1 + + v + 0�l + + 0�0 0�0 0�1 0�2 + 013 3 + 0�1 Oil 0�0 + 'o 0�0 0�1 Oil + 0�2 0, v v 0�1 + 0�0 + 01 + 03 + + 01 01 00 00 + + + Oil 0�4 + 0�2 �. + 0�1 0�0 02/ + 05 04 \ + + 01 + 0'0 00 0�1 + + 0�2 + O�l + 0i1 01 0�4 0 0�4 + Oil + 0�l + 0,0 0�0 + 01 °� + 06 + 04 \ + 01 + 00 0 + 0�2 Bz + � 0� + 0�l 010 010 + 0�1 0lp �� + +� OB B�_ + 0�1 0�1 + + 01 10 10 + 02 + 01 00 00 + 01 + 19 0 08 \ + 01 + 01 00 00 02 32 + 0 4 4 + 3 4 + 0i7 0 + Oil 0'0 0 0 + Oil 1�0 + 2�5 + v0�4 °s 0�1 0�1 + 0�0 + Oil + 2�4 + �� + 0�4 Bs + 0�1 + 0,0 O�1 0�2 + 2�9 2�7 0�3 0�2 + Oil 0�1 010 010 + 0�3 1�4 + + 07 15 + + 11 0, 2 + 00 O�l + + 0�1 0�1 0�0 11 0�1 + 0�8� + 0�0 + 02 + 4�2 1 F �ci° 10 5 8�0 + + '6 ��0�4 0i1 Oil 0,0 0�0 0 3 0 4 13,15,17 4 B + 0 1 + + + 00 1 + 014 + N °� �� + 3,3 OB 0�2 + 0�1 2�1 6�1 c �� D1 + 3�6 2�8 ��� Oil 0�1 0�0 0�0 + 012 0�4 + _ + 19,21,23 + 1�B� + O�l + 0�0 0�5 30 7 39 4 + ti + -Oil Oil 0,0 + 0 Q, 4 09 22 40B 5B B1 °s + 02 + 00 01 + + + + 0�4 �E5 6�0 1 �9 351 32B 8�2 4�0 ` 0�2 0�l 0�1 0�4 0.0 0�3 �� + 27 5 31B + �5 + 0�1 00 0�5 0�7 + 36 8 33 3 32 3 29 0 +'�. Q� 0� �� + oil 0�1 + 46 �° + + 0,1 0�2 + + 323 334 '4 114 � % �_ 0�2 3� "2 0�1 0�0 0�0 + 0,3 1 27 8 31B + 0�1 + 00 + 0 4 + 36 1 + 3B6 26 0 +���� 1 , ,�� �� + Oil + 0 0�1 + 0�6 + 339 318 + 281 2 �7 + ��0�6 0� �o + 0�1 0�1 10 + 0�2 0�3 2�6 2 32B 32 4 + 18J 6�4 �'-9�- 0�2 Oil + 0'0 + 0�4 B1 284 378 290 + 21 0�1 0�1 0,0 0�6 1�2 o� 9,11 + 34B 30 4 24 8 27 5 ` °+ 0�7 >00�4 + Oil 0�1 0i1 0�2 + 3�3 1 �7 + 3 0 7 2 6 3 a + 0�2 0�2 + 0�0 03 + + 345 300 \� 97 �. + 01 00 + 0�4 42,2 + 27 6 c ° + 2�2 �� + O�l 0,0 380 + 255 �1 BARBED WIRE 2,0 6�5 + 31 9 27 4 0�3 44 OB �� 0�1 O�l 0�2 FENCE + 6 279 271 + 010 + OB C�5 38 7 + 24 7 261 + 2�� 34 + 2 v� 0�l + 0,0 0�0 + 01 + + 305 + 1�0 2 5 ,� - � X£ D2 1�0 � 0�1 1 + B2 + 377 + 31B 337 20,22,24 0�5 + 0i1 + 3D 2 + OB + 0'2 0�3 �� + B2 4 �4 + 246 258 31� 162 + 0�2 + �1 °�� 0�0 0�0 0�0 /+1 1 �s +54 3 53 1 + 31 8 3�8 1�4 �1 Oil + �R 2B + 460 334 0,6 + 0�1 + 34 0 + 0�2 0�3 1 �6 307 4 + 7,7 308 + 30� 204 0�3 0�2 0�2 �� 0i1 0�0 + 0l5 Al 29.4 + 5�6 0.0 + 1,2 1,3,5 + 5611 + 309 + B0 + + �1 + C + 35 559 + 3 + 317 357 + 0, 6 01 + 0�1 +�� 37 0 46 4 + 32� 0�3 0�2 Oil 0�0 + 38,6 + 012 0�5 53� + 32 4 9216 6�2 + �2 Oil + 0�0 / + 31 7 + + 1�2 4�3 + 0 551 5 .2 1 3F� q + 1�8 0�7 + + '1 �0`- Pic 0�1 16, 53 4 + 37� 5 0�3 Oil 0 2 380 + 45B PROPOSED 8�1 E� 0'2 + 0�0 04 5 ' + + I + 35B 396 36 4 LOCATION 4�6 �R 0� 0�1 + 0�0 0�0 1.0 3�4 I +54 9 + 33 i (WP.) C2 1�5 IS ��� + 0�1� + 1 NO\ O�1 27 1 3 �4 52 0 + 37, 14,16,18 4 B��vROUOT 0�4 T 02� 03 + 4 51B 449 384 175 4B RON EENCE 01 �, 00 00 + 08 + 478 350 + 18 + 01 �o Oa 1 + 2�7 + 42 9 37�6� 34 2 29� + + + + 33 g 0 4 0�1 s 01 01 02 1 2__25_3 324 + + 1 5 226 + 1�1 02 02 01 + 00 00 + 0�5 O B�9 B2 24 3 22 1 1�8 + Oil 00 1�4 3 6�2 +- B 16 8 10,12 1 a 0 23 5 21 0�7 OB 0�2 + Oil 0i1 01 - 106 0 120 + 01 00 + 0�0 +/ 0�1 OB 111 _ + - _- + 4�4 1B + 0�l + 010 + 0,5 13 2,4,6 62 1 ° + 05 02 01 + 5�3 F + 3�5 0�1 9, 01 0i�1 0�1 + ,2 2 + 3�2 2�0 P + + �5 2�4 + + Oil I_ 4 FT WROUCT + 0�0 + 01 + B5 + fJ IRON FENCE 0,0 0,0 09 + I + 02 04 21 19 �° + 40 + 03 02 01 31 0 0� + 0�6 1'6 1�0 312 2�2 + Oil + 010 0�1 0 8 0� + 1�0 1�1 + 1�1 0�5 + 0�1 NI + 0,0 0'0 + 0�l 0'9 0�8 1�6 + 0�3 0�1 0�1 0�0 + + 16 + + 2� 0�2 0�3 0�4 + 0�7 Q�6 1�2 0�9 0�2 Oil 0�1 + 0,0 0'0 I oil 0 4 0 4 0'6 0,6 0 7 OB 0 3 + Oil oil 0 0 0'0 010 PRELIMINARY G�oF 01 01 04 + 07 02 01 0, 0 + I °E�s + 02 0'4 04 06 + 01 00 00 0 0 0 �� + 0'2 + 0 4 0'4 0 3 + Oil + 0 0 (NOT TO BE USED FOR CONSTRUCTION) + 0�1 Ea 0'2 + 0�4 + + 0 2 + O�l R13FD WIRE + 0�0 10/14/13 + 1 cE o� T 0�2 0,4 0�4 oil 0�1 �� VE 0�0 0,0 VARSITY E�SEBLL FIELD 03 + 03 + 01 0�0 E1 SCALE: 1" = 40' 1 0�1 + 0�3 0�3 0�3 OB 0�2 E5 + 0�1 0�0 + 0�0 0�0 0�0 I _IU 00 + 2 D2 + 0'2 02 �� °�R� 01 S 00 00 + 00 0i1 0�1 0�2 0 2 + 0�2 ,��0 0�1 0�1 °o�� 0�0 0�0 + 0�2 +n U � � s C� a � W 0 20 40 `6 0 u u co CD co - w co co ai CD CD M co N cn m 0 cn O c ch - a) 3 0 ® 0 L-- Q) C 000ft� J Z Q QU J � LLJ� I- W W cn G C3 C) E�� yr - � E 0 � Ld Q� O �E-0cn � �00 0 C) •- -0 � P �.v) C > Q) O ID III- cn Q)��� D d Im� N h h V• w h w � b waa U 0 �w to O O W wA 0 vj tn woo !� UAh qo Z O F- U n J boa cf) O Z W o = J z o�L0 � � `" U z = 3: Z D0�z U) < LU T W LL Q 0 0 LL OOU °0 o Y -��0 o Q O m LL W Q m 0 LU A'o t law !1 2005 Fusco Lighting - Patents issued and pending. - LS _PS _0 -0 .pdf ff'Jf f - * [ "I! 'T. I k,- +f car V_ i 8.► --w 4w FD r �— J—L- ■ -- 0. )PW N 0 2005, 2006 Musco Lighting Patents issued and pending BP -60 -1 1 2005 Fusco Lighting - Patents issued and pending. - LS _PS _0 -0 .pdf ff'Jf f - * [ "I! 'T. I k,- +f car V_ i 8.► --w 4w FD r �— J—L- ■ -- 0. )PW N 0 2005, 2006 Musco Lighting Patents issued and pending BP -60 -1 ANDERSON - JOHNSON ASSOCIATES, INC. -VALLEY SQUARE OF'F'ICE CENTER - SUITE 200 - 7575 GOLDEN VALLEY ROAD-MINNEAPOLIS, MINNESOTA - (703)544-7129- (763)544 -0531 FAX LANDSCAPING REQUIREMENT (Section 1070.030): Bleachers and Press box: 2,716 square feet Code requires 1 tree / 1,000 gross building floor, so 2.8 trees required. ANDERSON - JOHNSON ASSOCIATES, INC. LANDSCAPEARCIIITECTURE • SITEPLANNING • CIVILENGINRERING Drawing C 7 ■ LANDSCAPE PLAN BASEBALL FIELD CONSTRUCTION ROCKFORD AREA SCHOOLS CORCORAN, MINNESOTA PROJECT NO. 19131 DATE 10 -15.13 DR BY JRP i ' ' ROCKFORD AREA SCHOOLS - ISO 883 1 CK BY JRP v o `O� ll�� s of FUTURE \ PARKING LOT SETBACK MEASUREMENTS • ( -85 STALLS) \ *111%, FUTURE \ PARKING LOT \ `I• ( -50 STALLS) • ^'b 0 • • • ° °�^ v ft, p7� M . Z_ on � r •tl 4 1 1 y tip 1 AMY ,tlili A �r1YdY1JlC:s"l�iAif✓� !r!rkili 7Yd�lCiu f141.!Cif:>1tl� q Rif ��VA I il� III JI p 1911 i �i`'ryiR»9�Li5�" 'tiU�l IYbAY• "71� iilYlri! :F j evF µ� 6 �IIIO "I 11YIIli ai= "�A>•MIYh ii621- L11 $ gas "im's "P'SN►�a'`� 141!.is uAi ;Rd "I, �������� ���� I`�� • �." C ,r�r��rr�+l.$rm......�sZtYrNs =• Nntlq%�I " � � J� �y���; I�Ifpip��1111I11�E '.,�� I��;�e��s tA_�•nasseineeas -•aAeq �efW I r l ■ Ofl4A1 qtly L � ..4 domi +mn r ti- �1�!eaA�Aarrslsrl4sma6d' fle �u 1 �fl• s S'?::;Pusi {ff ~Mts�L Its �ti%k�VY 1. �I��I_Illlrlll if lot OR mums CAI toll , AiF Ed ON gio" ' ►• �• Y1' IN pi ON BA -2125 Baseball Scoreboard:: Daktronics Global Websites I Contact Us PRODUCTS MARKETS SUPPORT & SERVICES DAKTROtd i CS Daktronics > Products > Products > Scoreboards & Timing Systems > Baseball / Softball > 20'— 25' Wide > BA -2125 Baseball /Softball 36' Wide 20'— 25' Wide BA -2125 BA -2127 BA -2030 BA -2005 BA -2014 BA -2019 14'— 16' Wide 4'— 30' Wide Pitch Displays BA -2125 Baseball Scoreboard Page 1 of 2 0= ABOUT US Digit Size: 18 ", 15" Dimensions: H =7-0" W= 25' -0" D =0' -8" Information Displayed: HOME and GUEST scores to 10 innings, BALL, STRIKE, OUT, RUNS, HITS, ERR and choice of PITCH COUNT, AT BAT or H/E Controller: All Sport 5000 Construction: Aluminum Scoring Capabilities: Baseball Support Documents 7I�1CpI P1647 Multi- Section LED Scoreboards Installation Manual (DD1969938) (3.1mb) f+�91 Outdoor LED Scoreboards Service Manual (DD2124597) (2mb) BA -2125 Architect Specifications (62kb) M BA -2125 Product Specifications (990.3kb) an Related Photos This product was used in the following installations. View more photos. Related Products Outdoor Video Displays Enhancements Outdoor Message Displays r `jIPTOR STAB http: / /www.daktronics. com /ProductsServices/ Products /ScoreboardsTimingSystems /Base... 10/15/2013 PITCHCOUNT Choose one of three vinyl captions for upper scoreboard corners PITCH COUNT TIME (Optional changeable caption panels also offered) AT BAT This outdoor LED baseball /softball scoreboard displays HOME and GUEST team scores for up to 10 innings, total RUNS and HITS to 99 and ERR (errors) to nine for each team, AT BAT to 99, BALL to three, STRIKE to two, OUT to two and H/E (hit or error) with field position number for the error. Scoreboard can show TIME or PITCH COUNT instead of AT BAT, as well as AT BAT or PITCH COUNT in place of H /E. Scoreboard shown with optional striping and amber PanaView® digits. DIMENSIONS # OF SECTIONS UNCRATED WEIGHT POWER (120 VAC) 7' -0" H x 25' -0" W x 8" D Two Total 875 lb (397 kg) (2.13 m, 7.62 m, 203 mm) •---------------------- - - - - -- ------------- - - - - -- ------------------- 3'-0" H x 25' -0" W x 8" D One Top 375 lb (170 kg) 900 Watts, (914 mm, 7.62 m, 203 mm) ----------------------- - - - - -- ------------- - - - - -- ---------------- 7.5 Amps 4'-0" H x 25' -0" W x 8" D One Bottom 500 lb 227 k g) (1.22 m, 7.62 m, 203 mm) Notes: 1) Models with 240 VAC power at half the indicated amperage are also offered (International Use Only). 2) Optional TNMCs add 300 Watts to scoreboard power and 80 lb (36 kg) to weight of bottom scoreboard section. DIGITS • AT BAT, BALL, STRIKE, OUT and H/E digits are 18" (457 mm) high. All other digits are 15" (381 mm) high • Select all red or all amber LED digits. Scoreboard may instead have mixed LED digit colors (see DD 1965467) • Scoreboard features robust weather - sealed digits (see DD2495646). • Digits may be dimmed for night viewing. CAPTIONS • HOME and GUEST captions are 12" (305 mm) high. AT BAT, BALL, STRIKE, OUT and H/E captions are 10" (254 mm) high. All other captions are 8" (203 mm) high • Standard captions are vinyl, applied directly to the display face. • Optional TNMCs are 10.6" (269 mm) high. WWW.DAKTRONICS.COM E -MAIL: SALESNAKTRONICS.COM 201 Daktronics Drive, PO Box 5128, Brookings, SD 57006 Phone: 1- 800 - 325 -8766 or 605 - 692 -0200 Fax: 605 - 697 -4746 DD2594524 092513 Page 1 of 6 DISPLAY COLOR Choose from 150+ colors (from Martin Senour® paint book) at no additional cost. CONSTRUCTION Alcoa aluminum alloy 5052 for excellent corrosion resistance PRODUCT SAFETY APPROVAL ETL listed to UL Standards 48 and 1433; tested to CSA standards and CE labeled for outdoor use OPERATING TEMPERATURES • Display: -22 to 122° Fahrenheit ( -30 to 50° Celsius) • Console: 32 to 130° Fahrenheit (0 to 54° Celsius) DAKTRONICS CONTROL CONSOLE CONTROL OPTIONS Wired (standard): One -pair shielded cable of 22 AWG minimum is required. A cover plate with mounted connector and standard 2" x 4" x 2" (51 mm x 102 mm x 51 mm) outlet box is provided. All Sport° 5000 Connector mates with signal cable from control console. (see SL- 03991) ------------------------------------------------------------------------- - - - - -- Wireless (optional): 2.4 GHz spread spectrum radio features 64 non - interfering channels and 8 broadcast groups (see SL- 04370). TIME CLOCK The two -digit clock can display hours /minutes /seconds. Clock information shifts from hours to minutes to seconds as time counts down. MOUNTING Scoreboard is typically mounted on two or three vertical beams that require specific spacing. Hardware to mount scoreboard on three beams is included; hardware for more beams is at additional cost. Standard mounting uses I -beam clamps. Optional mounting method using angle brackets is also offered; maximum beam width is 12" (305 mm) and maximum beam depth is 22" (559 mm). Refer to attached drawings for more information on mounting methods. For mounting to horizontal beams, contact your Daktronics representative for more information. SERVICE ACCESS Digit panels and electronics are serviced from either the front or rear of the scoreboard. GENERAL INFORMATION Scoreboard provides scoring capabilities for two teams. 100% solid state electronics are housed in an all aluminum cabinet. Scoreboard is shipped in two sections. Specifications and pricing are subject to change without notice. OPTIONS & ACCESSORIES • Scoreboard border striping • Striping around BALL, STRIKE and OUT digits • TIME, AT BAT or PITCH COUNT captions on changeable panels • Multiple caption and striping colors (see DD2101644) • Team name caption in place of HOME • Team names on changeable panels * • Programmable Team Name Message Centers (see DID 1696958) • Individual digit protective screens (see SL- 04939) • Protective netting • Optional angle bracket mounting method • Advertising /identification panels • Decorative accents • Electronic message centers and video displays in multiple sizes * Only for scoreboard without Team Name Message Centers WWW.DAKTRONICS.COM E -MAIL: SALESMAKTRONICS.COM 201 Daktronics Drive, PO Box 5128, Brookings, SD 57006 Phone: 1- 800 - 325 -8766 or 605 - 692 -0200 Fax: 605 - 697 -4746 DD2594524 092513 Page 2 of 6 ADVERTISING /IDENTIFICATION PANELS Backlit & Non - Backlit: P -6" H x 25' -0" W (457 mm, 7.62 m) 2' -0" H x 25' -0" W (610 mm, 7.62 m) 2' -6" H x 25' -0" W (762 mm, 7.62 m) 3' -0" H x 25' -0" W (914 mm, 7.62 m) 4' -0" H x 25' -0" W (1.22 m, 7.62 m) For additional non - backlit panel sizes, see SL- 03761. FOR ADDITIONAL INFORMATION • Installation Specifications: DWG - 316750 (attached) • Standard I -beam Mounting: DWG- 1052565 (attached) • Optional Pole Mounting: DWG - 1048184 (attached) • Component Locations: DWG -1 151033 (attached) • Architectural Specifications: See DD2587726 • Installation Manual: See DID 1969938 • Service Manual: See DD2124597 DAKTRONICS 25' -0" DISPLAY HEIGHT DISPLAY HEIGHT IS MADE UP OF ANY COMBINATION OF SCOREBOARDS, AD PANELS, TRUSSES, AND MESSAGE CENTERS 1 14'- 0,•.- 16' -0" 2 HEIGHT ABOVE GRADE GRADE I CONCRETE DRILLED '1 I PIER FOUNDATION FOOTING DEPTH 0' -6" FRONT VIEW FOOTING DIAMETER O LAYOUT VIEW COLUMNS & FOOTING ONLY TABLE A — MOUNTING EXPOSURE B REAR VIEW HEIGHT ABOVE GRADE = 10' HEIGHT ABOVE GRADE = 15' DISPLAY BY: KDD DESIGN WIND VELOCITY DISPLAY REMOVED PRODUCT TABLES AND CHANGED DESIGN WIND VELOCITY DISPLAY 110 MPH DISPLAY JKU 90 MPH 110 MPH 130 MPH 90 MPH 110 MPH 130 MPH HEIGHT (FT) 8 HEIGHT (FT) W10X45 8 COLUMN WBX28 W10X33 W12X40 8 COLUMN W10X39 W14X48 W12X53 COLUMN FOOTING 3.0'X8.0' 3.0'X9.5' 3.0'X11.0' W12X53 FOOTING 3.0'X9.0' 3.0'X10.5' 3.0'X12.0' 3.0'X12.0' COLUMN W10X33 W12X40 W14X48 COLUMN WlDX45 W12X53 W12X65 10 FOOTING 3.0'X9.0' 3.0'X10.5' 3.0'X12.0' 10 FOOTING 3.0'X10.0' 3.0'X11.5' 3.0'X14.0' 3.0'X16.0' COLUMN W12X40 W10X49 W12X58 14 COLUMN W12X53 W12X65 W18X76 12 FOOTING 3.0'X10.0' 3.0'X11.5' 3.0'X13.5' 12 FOOTING 3.0'X11.0' 3.0'X13.0' 3.0'X16.0' 14 COLUMN W14X48 W12X58 W16X67 14 COLUMN W12X50* W21 X55* W21 X68* FOOTING FOOTING 3.0'X11.0' 3.0'X12.5' 3.0'X15.5' W14X61* FOOTING 3.0'X12.0' 3.0'X14.5' 3.0'X18.0' W18X97* COLUMN W12X53 W12X65 W18X76 16 COLUMN W21 X48* W16X67* W18X76* 16 FOOTING 3.0'X11.5' 3.0'X14.0' 3.0'X17.0' W18X76* FOOTING 3.0'X12.5' 3.0'X16.0' 3.0'X20.0' 18 COLUMN W12X53* W14X61* W1BX76" 18 COLUMN W14X61* W18X76* W18X97* FOOTING 3.0'X12.5' 3.0'X15.5' 3.0'X19.0' FOOTING 3.0'X14.0' 3.0'X17.5' 3.0'X22.0' 20 COLUMN W12X53* W1 6X67* W18X86* 20 COLUMN W14X68* W18X76* W21 X101* FOOTING 3.0'X13.5' 3.0'X17.0' 3.0'X21.0' FOOTING 3.0'X15.0' 3.0'X19.0' 3.0'X24.0' FOOTING DIMENSIONS = DIAMETER X DEPTH * DENOTES BUCKLING BRACES REQUIRED EXPOSURE C HEIGHT ABOVE GRADE = 10' HEIGHT ABOVE GRADE = 15' DISPLAY BY: KDD DESIGN WIND VELOCITY DISPLAY REMOVED PRODUCT TABLES AND CHANGED DESIGN WIND VELOCITY 90 MPH 110 MPH HEIGHT (FT) JKU 90 MPH 110 MPH HEIGHT (FT) 8 COLUMN W10X33 W12X40 8 COLUMN W10X45 W12X53 FOOTING 3.0'X9.5' 3.0'X11.0' FOOTING 3.0'X10.5' 3.0'X12.0' COLUMN W12X40 W12X53 COLUMN W12X53 W12X65 10 FOOTING 3.0'X10.5' 3.0'X12.0' 10 FOOTING 3.0'X11.5' 3.0'X14.0' COLUMN W14X48 W14X61 COLUMN W1 4X61 W18X75 12 FOOTING 3.0'X11.5' 3.0'X14.0' 12 FOOTING 3.0'X12.5' 3.0'X16.0' 14 COLUMN W12X58 W1 6X67 14 COLUMN W18X55* W21 X68* FOOTING 3.0'X12.0' 3.0'X15.5' FOOTING 3.0'X14.0' 3.0'X18.0' 16 COLUMN W12X65 W18X76 16 COLUMN W16X67* W18X76* FOOTING 3.0'X13.5' 3.0'X17.5' FOOTING 3.0'X15.5' 3.0'X20.0' 18 COLUMN W14X61* W18X76* 18 COLUMN W1 6X67* W18X97* FOOTING 3.0'X15.0' 3.0'X19.5' FOOTING 3.0'X17.0' 3.0'X22.0' 20 COLUMN I Wi6X67* I W18X86* 20 COLUMN W18X76* W21X101* FOOTING 3.0'X16.5' 3.0'X21.0' FOOTING 3.0'X18.5' 3.0'X24.0' FOOTING DIMENSIONS = DIAMETER X DEPTH * DENOTES BUCKLING BRACES REQUIRED IN IL: —REFER TO NOTE 8 FOR EXPOSURE CATEGORY DEFINITIONS. REV 03 DATE: 26 OCT 11 ADDED "ONLY ONE BRACE REQUIRED" NOTE BY: KDD REV DATE: REMOVED PRODUCT TABLES AND CHANGED BY: 02 10 DEC 08 DRAWING TO A SIZE JKU REV DATE: BY: 01 11 NOV08 UPDATED CHARTS JOB SEE DE SIDE VIEW 3 TYP. 3/16 3/16 DETAIL A ( 8 X SCALE NOTES HSS4X4X3f6 TYP. BUCKLING BRACE SEE TABLES FOR REQUIRED USE —ONLY ONE BRACE REQUIRED *DENOTES BUCKLING BRACES REQUIRED CONCRETE SLOPED AT 2% AWAY FROM COLUMNS TO AVOID WATER PONDING 1. FOOTING AND COLUMN SIZES ARE SUGGESTIONS ONLY, PROVIDED TO ASSIST WITH ESTIMATING INSTALLATION COSTS AND ARE NOT INTENDED FOR CONSTRUCTION PURPOSES. THE DESIGN MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE INSTALLATION BEFORE THEY CAN BE USED FOR FABRICATION Or ERECTION. 2. INTERNATIONAL BUILDING CODE 2006 USED IN DESIGN OF COLUMNS AND FOOTINGS WITH, IMPORTANCE FACTOR =1, Kzt =1.0, Kd =0.85, G =0.85. SEISMIC DESIGN WAS NOT CONSIDERED. 3. FOOTING DIMENSIONS ARE BASED ON ASSUMED SOIL CLASS 4 (ALLOWABLE LATERAL BEARING PRESSURE OF 150 psf). 4. STRUCTURAL STEEL IS GRADE A992 (50 ksi) STEEL. CONCRETE SHALL HAVE A MINNIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 psi. 5. THE AVERAGE DISPLAY WEIGHT FOR A LAYOUT CAN NOT EXCEED 8 PSF 6. DAKTRONICS INC. IS NOT RESPONSIBLE FOR STRUCTURES DESIGNED AND INSTALLED BY OTHERS. 7. REFER TO DAKTRONICS DRAWING 1407 —EO7B- 299257 FOR DETAILS OF DISPLAY MOUNTING TO COLUMNS. B. LOCAL BUILDING OFFICIALS SHOULD BE CONTACTED TO DETERMINE THE WIND SPEED AND EXPOSURE CATEGORY FOR THE PROPOSED SIGN LOCATION. THE EXPOSURE CATEGORIES B AND C ARE DEFINED AS: EXPOSURE B — URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE — FAMILY DWELLINGS OR LARGER. THESE CONDITIONS MUST PREVAIL FOR A DISTANCE FROM THE SIGN OF AT LEAST 2,600 it OR 20 TIMES THE SIGN HEIGHT, WHICHEVER IS GREATER EXPOSURE C — OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FT. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS, AND ALL WATER SURFACES IN HURRICANE PRONE REGIONS. 9. FOR SPECIFIC PRODUCT DETAILS ON WEIGHT, MOUNTING, ETC. REFER TO THE INDIVIDUAL PRODUCT SPECIFICATION SHEETS. ��DAKTRONICS, INC. THIS ' RE nL "L� U ULID P OFTEN VN THIS DRAWING ARE CONFIDENTIAL AND PROPRIETARY. BROOKINGS, SO 57006 DO NOT REPRODUCE BY ANY MEANS WITHOUT THE EXPRESSED WRITTEN CONSENT OF DAKTRONICS, INC. TITLE:25' WIDTH SCOREBOARD INSTALLATION SPECS. DESIGN:AWRUCKE DRAWN:AWRUCKE DATE: 16 AUG 07 SCALE: 1 / 1 6 "= 1 03 P1538V rVIE-10 AG 31 67501 OPTIOPI- -- "" PITCH COU OPTIONAL TNMCS 8X32 -34MM BA- 2125 -R /A/W SEE DETAIL B (SLAVE DRIVER) @2 FRONT VIEW KNOCKOUTS FOR 1/2" CONDUIT m � v y 0 G� z O �0` � m O w °o Z m z o D CD r-I> o 0 D O0C�o� O z 0 n Z `moo 1 o D .Op Z (n o 9 A n o;m W DSO N O D z M ? (n o O v o vz-I�m mmm AN <°� D m y - -o o_m3mm �jDZ 0 - D y m y N D AO�yzz °Z o °o n' 1 o2y9D �q (JJ y VI m 2nm� °yo T w m <z W m °= ° ° W Z 2 °y BA- 2125 -R /A/W SEE DETAIL B (SLAVE DRIVER) @2 FRONT VIEW KNOCKOUTS FOR 1/2" CONDUIT KEY O= LED DRIVER NUMBER & 1 LED DRIVER CONNECTOR WIRED TO THAT DIGIT 15" =DIGIT SIZE REAR VIEW JAL AT BAT OR ,OUNT CAPTION ENCLOSED 16 COLUMN SLAVE LED DRIVER AND POWER /SIGNAL ENCLOSURE @1 (THE ryry� COVER HAS BEEN REMOVED TO SHOW THE LNy� - ENCLOSURE COMPONENT DETAIL) - ENCLOSED 16 COLUMN MASTER LED DRIVER xxx AND POWER /SIGNAL ENCLOSURE @1 (THE COVER HAS BEEN REMOVED TO SHOW THE ENCLOSURE COMPONENT DETAIL) IJLJ �0` I ]OLJ 1� �(1I i KEY O= LED DRIVER NUMBER & 1 LED DRIVER CONNECTOR WIRED TO THAT DIGIT 15" =DIGIT SIZE REAR VIEW JAL AT BAT OR ,OUNT CAPTION ENCLOSED 16 COLUMN SLAVE LED DRIVER AND POWER /SIGNAL ENCLOSURE @1 (THE ryry� COVER HAS BEEN REMOVED TO SHOW THE LNy� - ENCLOSURE COMPONENT DETAIL) - ENCLOSED 16 COLUMN MASTER LED DRIVER xxx AND POWER /SIGNAL ENCLOSURE @1 (THE COVER HAS BEEN REMOVED TO SHOW THE ENCLOSURE COMPONENT DETAIL) o2 c� o i r` E N � W C M r 0 M O biLL IF= I I[; i I ;IrF !J11;Ir I I Z m E3 k 1 >%O N 0 CM N FZ I 11: 14v 1= I I FZ 1:1 k FZ IF= ;I[; I J W I_ _ H Cn COUNTY ROADS 50 & 10 II E o. m CORCORAN MINNESOTA U t r rn L E O W + � II L � Q II II a O t O+ Q.O E C 0 N t II'II p p in U p N J N fOA m m m a ROCKFORD AR A SCHOOLS C � -C 6051 Ash Street Rockford MN 55373 'Z v U 2 VICINITY MAP GENERAL NOTES DRAWING INDEX CONSULTANTS 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. CO.1 TITLE SHEET 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. C0,2 REFERENCE PLAN 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 THE CITY. CO.3 TOPOGRAPHIC SURVEY (SHEET 1 OF 2) CIVIL ENGINEERING / LANDSCAPE Q w q 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL CO.4 TOPOGRAPHIC SURVEY (SHEET 2 OF 2) ARCHITECTURE: U PROPOSED SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. V U 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. C1.1 REMOVALS PLAN Q Q BASEBALL FIELD ANDERSON - JOHNSON ASSOCIATES, INC. sij w 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. C2,1 LAYOUT AND GEOMETRIC PLAN w CONTACT: Jay Pomeroy W Cn 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 7575 GOLDEN VALLEY ROAD, SUITE 200 A C3.1 FENCING AND FINISHING PLAN 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. MINNEAPOLIS C3,2 FUTURE PARKING LOTS - LAYOUT AND FINISHING PLAN ' MN 55427 763- 544 -7129 9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. C4.1 GRADING AND DRAINAGE PLAN W 10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS C4.2 GRADING AND DRAINAGE PLAN - FUTURE PARKING LOTS ELECTRICAL: iv2� 1i:vh.Ave,ti i�rn•;.,.. FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. C5.1 SITE UTILITY PLAN r WUNDERLICH -MALEC ENGINEERING O 12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. C6.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) �- CONTACT: Jim O'Brien aL ,_rrr.re ,f 13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. V 5501 FELTL ROAD prdd AV4 14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. C7.1 LANDSCAPE AND IRRIGATION PLAN MINNETONKA, MN 55343 J 952 - 933 -3222 Q 00 0 15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 52.1 OR 52 SHALL BE UNDERSTOOD TO MEAN 952.1 OR 952. C8.1 SITE DETAILS ~O N Corcoran t a�' C8.2 SITE DETAILS = 16. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. Maple Grave C8.3 SITE DETAILS Z U W J_ n bup�ni 17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING U) Z y M SI � Td TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE C8.4 DUGOUT PLANS, SECTIONS AND DETAILS O Q Z s 0 z Rh ktwrdRozecciPI*TA MATERIALS WILL BE INCIDENTAL TO THE CONTRACT. W V Greenfield Q bass �%;d � Q Q � 18. NO FINISHED SLOPES SHALL EXCEED 3' HORIZONTAL TO V VERTICAL (3:1), UNLESS OTHERWISE NOTED. Q Z W j Q Q �s LAO P1 ;_ 19. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, RECEIVE AGLIME, OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE W Q v r99ro-kIFRrk SEEDED OR SODDED, AS NOTED. iL -L-340 PULIL-1 -a - _- �Leighkon fn 0 o L) 0 20. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL J Y Y fir= APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. J (� Q U Q 0 p L) o 169 21. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS OTHERWISE NOTED. Q z srrix� «.• � M 23. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: W a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS AND W "nRackhra MANHOLES. 102 to Rd b. ACCEPTABLE MANUFACTURERS / PRODUCTS: ° I i. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE- DIAMETER WATERSTOPS" M�M Independence plyrrro h ;�;,�,�,,`- 3n11 � ii. PRESS -SEAL, WATERSTOP GROUTING RINGS" W Medina iii. OR APPROVED EQUAL. 23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME z s 06 BEFORE BEGINNING CONSTRUCTION. x' 24. CONTRACTOR SHALL STAKE LIMITS OF FIELD, WALKS AND CURBING PRIOR TO INSTALLATION OF CATCH BASINS AND MANHOLES. MANHOLE LOCATIONS SHALL BE q r�veh�xk�rs�'e ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE r Poeev COron d � Pat* CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. e4 ■ O PRELIMINARY DRAFT AGENCY REVIEW N �rrrrrr I 0 I a 1 I ♦ I \ I I \ \ QUARI) RAL � w � � � I / � l 7 RAL .wr +�, e •wa \ , r \ + + MORELAND .wa \ • \ \•` �__�" \ OVERLAY TRICT � 4 ana ,I I (AP ) . / / war I \T \' i .wu •w° \ OODPLAI UNDA Y PROX) I •� �r\aru .aw \ tea, / f�G. I ��� \111 \ / •a`" I .wr \ INNS FFNCE e J 0945.0 wa,'"' .a,a• / 1 �. +`� \\ � ' — .w" - \ l I — .a,aa� \ 1 ND .aa(a �^ •u � � O \ ' \ .av'aMY — / I / / 1 l I \ \\ r \aq •""' �rw \ � {\ in f `° / /e4°a ` �!",` z � \ \� r \ .aw /`� �•/ GE 1 \ \ \` � � �� �•1Y .aav � .wa —, .�� �� •�i ar / I .r, \ In Oaa� \•�V %'�' %, � .wu / �/ � � / /• �/ � / � � �av / .� •w' �� f �� °_lwa� / -� ' ► I \ 1\ .", •�" r , "-a , �.a,a. •�' / `— IOU FENCE /',,y ...• %.w. • , ; / w�� .wa ' warl I I I I .aaa ` ..,, l_ , / \ \\ •�. / / " J+— v 1 \ — —fib_ '�✓ < _Mr_ -.L °° \ •� y��i � /'•� .wr/ �""� 1w � � � \"a.' \ — — — -.� 47v — —s.— w /Gym, N89 3/ 59 "W JM..0/ / ' ..an � � y� •wr• i r / 'ic I 11 u�.l f•� I v .w, I .aas .. I .r. LEGEND 1 N C8.1 DETAIL I.D. NUMBER (TOP) r � N SHEET NUMBER (BOTTOM) 1030.5 EXISTING SPOT ELEVATION -- -49& -- i r / 'ic I 11 u�.l f•� I v .w, I .aas .. I .r. LEGEND 1 REFERENCE KEY TO DETAILS C8.1 DETAIL I.D. NUMBER (TOP) r � N SHEET NUMBER (BOTTOM) 1030.5 EXISTING SPOT ELEVATION -- -49& -- EXISTING CONTOUR 30.3 PROPOSED SPOT ELEVATION 1030 PROPOSED CONTOUR 19SB -3 SOIL BORING a. 0 0 0 x Z 10 ® PROPOSED CATCH BASIN (CB) C8.1 O PROPOSED MANHOLE (MH) 11 � a C8.1 NOTES: 1. REFER TO SHEET Cl, TITLE SHEET, FOR GENERAL NOTES. PRELIMINARY DRAFT AGENCY REVIEW M a N � r � N C> O Z m C 0 m •N m 3 •o t L. II O�•� L. a. 0 0 0 x Z Q J � a Z Fw .Q wZ a U 3`5 75 "II C II II � m U t Q L E m II N m C, "p L m 7 (D t } Q i II t 0+ aa.0 � E C y N 3 II •II m C � y U p J m < L s •II�m m m am rn L 3 V C ti- —av, -moo m f� h "ham b a ti U� C5 �CIA Z '. O W wq �O rzj �Uy � O 4 4 � w h A q° Z O V J Q 00 0 O � r ZUW n J� O Z Q y M Q Z O V LIJ V Z a f� OQ Z a a E J oa W� W� aco O LL o Y� LL Jo® o LI M W Q m N O a m t N N 3 O W N89°3/ 59 "W 335.0/ N N b i h 0 g C oc, 6� 6i WETLAND �f f � 4FISYU4E" 1 PARKING LOT ! ( -85 STALL OHWL = 945.0 NWL= W 4 n w WE FE vm Q. \ py� v OODPLAIN OUNDARY ( PROX) v � I POND ( -50 ST f �o f `y P0RTA. 1 POTTI FUTURE •['+ r BLEACHER WETLAND i SEATING EDGE, i j BULL. PEN ,(2) i. G ' ONwED we FENCE SEAT Gi ^= VARSITY CONCES NS/,- BASEBALL •[[T ILERI FIELD ucou •�F vj! L {. DUGOUT PEN (2) BLEACHER & SEATING PRESS B:1X c� BATTINpr r, `^ _ CAGE' (2) V ZV ` 1 n Oar bb � 4� 110c iFNa �b Oa JET Oaf bb OP W FOOT X 120 FOOT 10.0 FOOT X 11.1 FOOT ---a OA F00T X 19.0 TOOT . —m M4 FOOT X 101 FOOT SHED-17 b c C c ss ss Oar 9b Y IM005 IRkiCPTlO e WELL '�4- os BATTER'S EYE SCREEN F1EL0 eluwL Oa � J+'y Oaf oar vb` BATTING 1 STORAGE WETLAND VEL sb tFLAGPOLE SCOREBOARD,[' FIELD LIGHTING/ SHORELAND OVERLAY DISTRICT (APPROX) o; s • 4 FT waXl NON Fwll'E O o 4 ss ARE. �V}p�4 R w10110f �•b '' WE Oa fDla Y _ oar ss g oa• fi FOOT 471N1 UNK IBM c bb b s ° oar i b •E_"� lyd C. b Al C FOOT FENCE CE 'bb LINK la Oa DEFD L /N£`✓ r•� � J6v �.J o J 4'y • a� O Oaf bs 0 a +' DEED L /N£ E� Oa 7 o FDaE , MO*o OR09 L /N£ F • � 0 FOOT X 0.9 FOOT 90ID °a• FUTURE PARKING LOTS- SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS C8.1 DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES C8 2 16 LIGHT DUTY PAVEMENT C8.1 15 AGLIME AREA C8.1 CONCRETE WALK 5 C8.2 EXISTING SOFTBALL FIELDS (3) 0 1 PRELIMINARY DRAFT AGENCY REVIEW W V W z UJ z E-- W a W U. W U M 0- 0- M cO r � N _O O z m m TC o ;m•v_, •� m •m t am E ° O �C (L 10 0 V M W V W z UJ z E-- W a W U. W U h d. R 3 =v 5 _O O E a. t am E ° po J cn ce) ♦^ o Do N in L oaw U� o o° o c of mw c- 0.0 u LL, o _ ;v (p Er) cZZ D a 3 co a s � o �V C M Lwu a Lo to 0 LL OV V o (V rr^^ vl p J N foil V V • 2; m N t O m m r- c Z L y L m c m t o 7 U N _0. 30 m Z h d. R _O r� V N� �FF1� J a ce) ♦^ o Do N in Y/ zULu O`)z_ U� (n 1 N o�� M u LL, o _ ;v (p Er) cZZ D a z co a s � o �V Boa Lu Lwu a Lo to 0 LL OV o rr^^ vl O V V • uj �V�j �w I /a W Z _O r� V N� �FF1� J a ce) ♦^ o Do N in Y/ zULu O`)z_ 2 (n 1 N o�� M u LL, o _ ;v (p Er) cZZ D a z co a s C Boa Lu Lwu a Lo to 0 LL OV o J J V V LL o uj I /a W N ■ o m m N I 1 I I / I / I / 1 / I / 1 I WET1 _65` WET1 _63 WET1 _64 Ey EDGE OF WA TER ( B J / BARBED WIRE FENCE / E5 1 ARE I ET_56 I 1 I 1 I 1 I 1 , 1 1 , 1 1 , 1 I 1 I WET_55I , I , I I I I I I I � � I ( B `NFT_54 c�\ v WE*V 58 1 T_ , WET-60 ( F -t 00 cl \_ o F\ REMOVE TREES AND UNDERSTORY GROWTH TO ALLOW FOR NEW TRAIL AND BRIDGE. PROTECT EXISTING WETLAND o �, AND VEGETATION OUTSIDE OF CONSTRUCTION P LIMITS. WET-53 N)Pl *# , 0 C-1 W EDGE OF T -52 - _ r MR IN an an ` m m mmmmmmmmmmmmmmmmmm WET1 -13 WATER WET1 _11 WE _12 ` WET-51 / /� ,,.�_� -, I F e�_: \_ o /WET_48 •0• WET-49 WET_145 e / kT_146 i WET-47 `—L B i NJ I `\ W% W W W I \ W / / W (B �� / w W ET1 _10 AGES WET1 _14 WET1 W SOUTH \EDGE I WE / f W ( WET_130 W OF CREEK / / I I I I I I 1 WET1 _9 1 1 1 1 1 1 c:) C.) G\-I- P WET1 _ _ W EDGE OF THE \ E$ WET1 _ WET1 _19 WET1 _18 WET1 :\ W W �t WE / W / W / W / W / J SOUTH EDG W ET- 1R��`� F CREE W w W WET27 WET 12 "PEP 12 "PEP IRON FENCE O WET _144 Q) WET-1 - WET_142 Q) I WET_141 �\ 1 EDGE OF 1 WA TER 1 1 WET-1 40 WET_139 __7 CREEK WET_133 / I �WET_138 e WET_132 e 1 WETt137 e � 1 WET_ 4 I WET_131 1 ` 1 WET_135 ` 1 �I WET_136 4 FT WROUGT IRON FENCE LEGEND // TREE REMOVALS -SILT FENCE 1 C8.1 I ROCK CONSTRUCTION ENTRANCE 2 C8.1 NOTES: 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, ETC.) WHICH ARE TO REMAIN. PROVIDE AS -BUILT DRAWING ILLUSTRATING EXISTING UTILITIES, CONDUITS, WIRES, ETC. PRIOR TO PROJECT COMPLETION. 2. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 3. 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 BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR RE- ESTABLISHING ANY BENCHMARKS WHICH ARE SCHEDULED TO BE REMOVED OR RELOCATED, PRIOR TO BEGINNING CONSTRUCTION. 6. TREE PROTECTION: CONTRACTOR SHALL INSTALL ORANGE SNOW FENCE AT DRIP LINE OF ALL TREES TO BE PROTECTED FOR THE DURATION OF THE PROJECT. Z Q J U) J Q O 2 W w v v a) M h C v N °Eo�m OD U � 0 0 ±F Z m rn � 3 oar c U � C m .° - 0 E c 0 � CL in c U w Z Q J U) J Q O 2 W w v v a) M h v °Eo�m U � } o0 °Emv p :E N ±F t — L N c � 3 oar � o O D � L ° ate CL 0 E c 0 � t�,vcoo Lo M 0-0 OO a 0 N a) v •- t a> -p O 0:0 O i> Z d (� L °Qmcm� s m a0-v rn O EROSION CONTROL KEY LEGEND O SILT FENCE 1 C8.1 OB HEAVY DUTY SILT FENCE 1 C8.1 CO ROCK CONSTRUCTION ENTRANCE 2 C8.1 OD SEDIMENT FILTER AT STORM SEWER INLET OE EROSION CONTROL BLANKET 3 C8.1 OF SEDIMENT LOG 4 C8.1 CD BARBED WIRE FENCE a�o f 0 15 30 Ga / PRELIMINARY DRAFT \ i J AGENCY REVIEW Z O F_ V �J 0 Z u CL IS V W � 0 Q Z JoQ W O LL JY� JOO Q � m W MQ W J O O x U U) a w a 0 O Y U O w O N ■ o A.- V) h ±F �2 U� N C~ O Uw � W2a Ln Z O F_ V �J 0 Z u CL IS V W � 0 Q Z JoQ W O LL JY� JOO Q � m W MQ W J O O x U U) a w a 0 O Y U O w O N ■ o A.- V) i� IWL = 944.0 � EDGE OF WA TER a- i • i i y WETLAND EDGE�� • Cl BARBED WIRE FENCE 18 � c RBoo -. Rg p0' 32.24' I�To WETLAND I n- 46.54' 4�TLgND R5.00'— D23 ,,No o° i� 1 0 0 N 7.87' _ N \ �� 195.50, ♦ _ ` \ \ _ ` \ C s 12 0 SHORELAND F. 20 2-' �, \ l� ��• e c� ` \\ \ OVERLAY 1 ® \ DISTRICT APPROX 22 ` Ak 1 1 1 1 0 0 1 177.48' W� ~�a 1 Q 4 -- W/ to 10�� co co m •.46.00' —� Go 0 Z N � o _ ^LLJ o' o y�-�- -" -EDGE OF- WA TER S S EDCE OF TREE P S G� PRESCR /BED T pSL o� L IA41TS - -r- _ NA TO;E3 . i o � N A R25.0( a d GRA V L 0 0 0 RAD. PT. i-- RAD. PT. 0 Itf S 15 ° FLOG PLAIN BOUNDARY 5 3 (AP P ROX) G moo `\ ® vow R125.0 ♦ Off` \ 12 \ offal I co I i i J u� 10, 0 \ 5 4 FT WROUGT IRON FENCE G� EDGE OF WA TER i CREEK � Q) (O ��-N`` 'V YI NOTESo C3 M =tea v rY ll� -' 1. REFER TO SHEETS C3.1, FINISHING PLANS, FOR RELATED LAYOUT N N U INFORMATION AND SITE FEATURE NOTES. mv 0�E pN N } 0 0 �'p p V m N cl , W 2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF 013 L s Ot m� N -j O M M V M FENCE, UNLESS OTHERWISE NOTED. 0 xvjz m Lo 3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE O z m c c a FIELD LAYOUT. v m • -° Lwu a � u 4. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK CL o o 0 w o OF CURB OR BACK OF WALK. 5. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. REFERENCE KEY NOTES Z O Q Za QV O~ LI.I Q � J0 W (D O 11 Ecai3 1O FUTURE PARKING LOT(S) C8 2 ° v o M O2SPECTATOR PLAZA / INFORMAL SEATING m 7 -p 4 o a Z vmi L z PRESS BOX - REFER TO SHEET B2 O s m a L 7 U = m v0 O BLEACHER SEATING - REFER TO SHEET B1 O BACKSTOP WITH RAISED CURB WALL & PADDING 12 18 N C8.2 C8.2 N �4 O DUGOUT - REFER TO SHEET C8.4 W BULL PEN 0 16 C8.2 �I' >p O8 FIELD ENTRY FOR PLAYERS 2 OBATTING CAGES (2) C8 3 U 10 BATTING CAGE STORAGE AREA 4 5 • C8.2 C8.2 11 FOUL POLE 14 C8.2 12 FIELD LIGHTING - REFER TO ELECTRICAL SHEETS N 10 13 FLAG POLE C8 2 14 SCOREBOARD 15 C8.2 • 15 BATTER'S EYE SCREEN - REFER TO ALTERNATES O 10 ' 16 8' PAVED TRAIL 16 W U 17 SOFT TOSS (40' LONG x 10' HIGH) C8.2 U w O1 g CONCESSION TRAILER LOCATION / CONCRETE PAD- REFER TO 5 O ~ ELECTRICAL SHEETS O19 AGLIME /TOPSOIL /AGGREGATE STORAGE AREA 20 FUTURE OUTFIELD BLEACHER / CONCRETE SLAB., 21 PEDESTRIAN BRIDGE 19 C8.1 5 19 22 PORTA -POTTY ENCLOSURE / SLAB C8.2 C8.2 23 BLEACHER SLAB / DRAINAGE TRENCH 20 5 C8.1 C8.2 Z 24 IRRIGATION WELL / FENCE ENCLOSURE 4 O C8.3 L- V C3 M =tea v 0 a E 4D 00 mv 0�E pN } 0 0 �'p p V m N cl , oar Z O`hz_ 013 L s Ot m� N -j O O 11 Ecai3 1O FUTURE PARKING LOT(S) C8 2 ° v o M O2SPECTATOR PLAZA / INFORMAL SEATING m 7 -p 4 o a Z vmi L z PRESS BOX - REFER TO SHEET B2 O s m a L 7 U = m v0 O BLEACHER SEATING - REFER TO SHEET B1 O BACKSTOP WITH RAISED CURB WALL & PADDING 12 18 N C8.2 C8.2 N �4 O DUGOUT - REFER TO SHEET C8.4 W BULL PEN 0 16 C8.2 �I' >p O8 FIELD ENTRY FOR PLAYERS 2 OBATTING CAGES (2) C8 3 U 10 BATTING CAGE STORAGE AREA 4 5 • C8.2 C8.2 11 FOUL POLE 14 C8.2 12 FIELD LIGHTING - REFER TO ELECTRICAL SHEETS N 10 13 FLAG POLE C8 2 14 SCOREBOARD 15 C8.2 • 15 BATTER'S EYE SCREEN - REFER TO ALTERNATES O 10 ' 16 8' PAVED TRAIL 16 W U 17 SOFT TOSS (40' LONG x 10' HIGH) C8.2 U w O1 g CONCESSION TRAILER LOCATION / CONCRETE PAD- REFER TO 5 O ~ ELECTRICAL SHEETS O19 AGLIME /TOPSOIL /AGGREGATE STORAGE AREA 20 FUTURE OUTFIELD BLEACHER / CONCRETE SLAB., 21 PEDESTRIAN BRIDGE 19 C8.1 5 19 22 PORTA -POTTY ENCLOSURE / SLAB C8.2 C8.2 23 BLEACHER SLAB / DRAINAGE TRENCH 20 5 C8.1 C8.2 Z 24 IRRIGATION WELL / FENCE ENCLOSURE 4 O C8.3 L- V =tea 0 00 o _cl) o N cl , Z O`hz_ C) W N -j O M M V Q Lu Z 0 xvjz m Lo Q Z c a Q JpQ Lu Lwu a � u X00 LL o w JY� J0O Y � 0 MQ W W Q m CD 0 15 30 PRELIMINARY DRAFT N � AGENCY REVIEW e U \ \ BEp WIRE CE Oil ET 56 ■ ■ i ■ ■ i ,a ■ WET 5 � C ■ ■ cl S r� WET 54 � i WET b WET 58 ■ ■ ■ i WET 57 7 16 \ ` LEGEND 19 \ \ 1 REFERENCE KEY TO SITE DETAILS Q \ DETAIL I.D. NUMBER (TOP) big ♦ ♦ \ C8.2 SHEET NUMBER (BOTTOM) / ♦ �_ C1 \ V LIGHT DUTY PAVEMENT (a) AGLIME INFIELD C8.1 CONCRETE WALK 5 ° � ♦ C8.2 SIGN 1 2 C8.3 C8.3 oe mm STONE UNDER-BLEACHER TREATMENT (3" STONE OVER WEED BARRIER FABRIC) C8.1 G 1 � / / / I �I �I / ooe { oo •,♦ 5 + ♦4 ' ♦,� �X OPENING ♦ 4 , + � 4' OPENING ♦ 11♦ 4 .. _ 5 + + S I ,, +♦ N X I I ` ♦♦ ♦ 2 ,♦ ♦♦ ♦ a / i / + ,+ , m 17 C8.1 I! MIF - 15 \ BLOXY - PITCHER'S MOUND, BULLPEN PITCHER'S AREA, AND BATTER'S OUTFIELD FENCE POST 1 C8 1 x 3 16 17 S 'ACING SHALL BE 8' O.C. (MAX). x \ C8.2 C8.2 ® EI4D AND CORNER POSTS SHALL \ BE 4" DIAMETER, LINE POSTS SHALL BE 3" DIAMETER. \ NOTES ♦ 4p h x \ IV '_�k x 1. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. 0111% 4f 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 16 1 2 411f 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK OF CURB OR BACK OF WALK. , Q 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. REFER TO SHEET C2.1, LAYOUT AND GEOMETRIC PLAN, FOR GENERAL SITE ' DIMENSIONS. G ♦ loo ' loo wo 1 ' 00 i 4' OPENING 2 3' OPENING 5 1 M♦ � 17 C8.1 1 15 C8. .a a OUTFIELD FENCE POST SPACING SHALL BE 8' O.C. (MAX). END AND CORNER POSTS SHALL BE 4" DIAMETER, LINE POSTS SHALL BE 3" DIAMETER. 0 a 15 C8.1 11 --- 1-- .----- r--- -Y - - -- 17 WET _49 R ►15' A I!] � + 4 loo 1 13 14 WET 45 12 �VJET 1 i � WET 47 r���i WET _48 FENCING KEY NOTES O 8' HIGH CHAIN LINK FENCE WITH TOP, MIDDLE, 6 AND BOTTOM RAIL IN MAINTENANCE STRIP. (�4 8.2 C8., 2O BACKSTOP WITH RAISED CURB WALL. 18 C88.. 2 C8.2 O 8' HIGH 3' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8.2 O 8' HIGH 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8 2 O 8' HIGH 6' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8.2 O 8' HIGH 8' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 C8.2 O 8' HIGH 12' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. g C8 2 O 8' HIGH 14' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 C8.2 O 8' HIGH 20' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 J) o Cg.2 10 0 12 BATTING CAGE C8.3 11 ) 9 SOFT TOSS (40' LONG X 10' HIGH) C8.2 (%) w Z 12 0 FOUL POLE 14 C8.2 N 13 0 10 FLAG POLE C8.2 Z m 14 0 SCOREBOARD C88.. 2 'm L0 Z 15 10 BATTER'S EYE SCREEN - REFER TO ALTERNATES 10 16 PORTA -POTTY SCREEN WALL / ENCLOSURE 5 19 C8.2 C8.2 17 AGLIME / TOPSOIL / AGGREGATE STORAGE AREA 18 18 SAFETY HANDRAIL 11 C8.1 19 0 C8.3 IRRIGATION WELL / FENCE ENCLOSURE 5 4 C8.2 C8.3 PRELIMINARY DRAFT AGENCY REVIEW N N N 07 0 O Z m rn c >o U C m .- W, 3 fn CL in c U w 0 Z Z J Q z Z V) W Z LL UL 0 v m M of aIEmv 2 a p N C � as o -r- 0-0 EcaiN 3 m o c -° U O O J N 6 v •- at -) 4-s 4 L > < s L L s m auciv� rn Q41- 7 O d' Z �4 O ±, V w�a N =tea Y� �2 U� J) o C7 00 N Z O'^ 2 'C) V+ (%) w Z N O N V Q W Z m O = m co 'm L0 Z Q ` Z cn a m Q 2- J Wp�� o Q �Lo a� u con O 0 O O J Y 0 LL o Uw Q � � m � Uq� W Z O V N =tea Y� J) o o 00 N Z O'^ 2 'C) V+ (%) w Z N O m V Q W Z m O = m co 'm L0 Z Q ` Z cn a m Q 2- J Wp�� o Q �Lo a� u O 0 O J Y 0 LL o Q � � m W cn MQ W O N ■ O NOTES ♦ or ♦ ` 1. REFER TO SHEETS C3.1, FINISHING PLANS, FOR RELATED LAYOUT N N v GUAR o , INFORMATION AND SITE FEATURE NOTES. N O E yam' °y M RAIL �' ` 2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF o FENCE, UNLESS OTHERWISE NOTED. a o 3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE Z m c EXTENS OF PROPERTY LINE WITH BEARING S55 °01'53 "E , ` FIELD LAYOUT. c m .0 3 .N 5 , 1 ?00, ` 4. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK CL o c v w 11111 \ / �� SHORELAND ` OF CURB OR BACK OF WALK. R o.o0 1 1 �\ g0000„ o ..., OVERLAY , �w 111111 i 1111\ cps DISTRICT ` 5. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. I • �11111�1'I A o'��R � ` � '2o I Ty (APPR ) \ ' <�ti� oy� ` Z Z Z loll � IIIII 11� � � 11111 1 111 �2 20 0 . o �_ LEGEND J � 1' . 00, 00, 0 REFERENCE KEY TO SITE DETAILS = a 1 111111101111 1 DETAIL I.D. NUMBER (TOP) Q O C' ti .1111 1 1 1 1 1 1 1 I I 1 1 1 1 mss ` c8.1 i 1111 X11111111 '�5 °° 1 111 1 IIII 111111 I s O— SHEET NUMBER (BOTTOM) Z i I 1 1111 1 111111111 I�� 11 111111 �� 111 111111 1111 I �/ , 1 GRAVEL PAVEMENT - REFER TO ALTERNATES 11 W Q = II I:IIIII I I 111 II III I I I I,o I I I I I •ol I of 1 1 1 I I 1 1 1 I �\ S \ cs.2 w Jcf) 1 1 1 1 III I I I I p SIGN 1 2 (n II IIII° IIIIIIIIII II � � 1111, � \ , 1 _ III 11 11111 ^11111111111111,111 , , Q �� \ R4 00, ! I I IIII !9 Rs.00' 11� 1111 I `�01 FLOODPLAIN cs.s cs.3 Z ♦ III 1 1111 1 1 1 1 �o- I'' I' I I IIIII I I ^�.. I I � 11111 I111111111111� 111111 11 1 1111 1 1111111111.11 1111 1 ��` 1 BOUNDARY LL 111111+`�SOO!1111�' 11111 11111 1 1 1 1111 11N1 1111l�^I'11 1111 11111 I �Q ; IIIIIIf1111'I 1111 111111 1111 1 I IIIII�o° 1111111111 111111 IIII I I �9 (APPROX) 11/01 1111 1 o0 1 1 1 1111 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 2�S >6� ` �I ��. 11111 111 11111 1111 11111 1111111111 11111 1111 I,�.00 � 1 1 1 Il � ` \ ° m I 1111' °s' 1 111111 1111 111 1 111 � 11 1111 I I 111 1 1111111111 1111J1'�11 I � , \. 3 � II Illlh•II II II II �I II 1111 I 111111111 111 IIII IIII II 111 II 111 II II 11111111 II \, v E 0o III IIwIII III II � III II III (IIII II II `1` E �� IIII 111111 II II II II I III 111 111 II ` E ° IIII IIIII II II II I I II IIII 1111111 II 2� °tN '� III 111111 II II I III III s ,I 111111 II II _ 111111 1 1 111111111 1111 111111 I I 111111 1111'1 0. 1 1 I 1 111111 1111 111111 I °yF 3�a` 1 111111 110° 11 111 1111 1111 1 1111 I I 1111 1 1111 11i11 I I I I I I I I I I I 1111 1 , ` �oyo s `o m 111 ti, 111111 II 111 II II 111 I �II II � ` m ° 'I II 1111111 II II II II II I 111111 II I III 11111 II II II II II II I 111111 II I �EcN3 III III II 111 II 1 111 II 1 1 11111111 II I`1 t ° -°oc IIIII II III III II I I II I I II IIIII II r _ ` �� _ EDGE OF III'lill I 1111111111111 1111 I I 1 I II 111 11 1 1111 11 111111111111 1 111 1 WA TER I 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 I I U ° J 4) ` '1'111 111111111111111 I I 1 11111 111 111111 111111111111111 III o��� �m.jmLL ` II IIIII III II I III�IIIIIIIIII �' � L °��'�` II 111 I I 01!I I. , 11�1�1!1�1T1.11.1 1.11,1�1� .I. I�III,I!1N.1,1.1,111�1�17I 1.1.1.11!1. , o `.,� 1 �\ �� _ a �, - ° o WETLAND EDGE OHWL= 945.0 t 1 1 POND 1 1 NWL = 944.0 � �f f� � I i 5 WETLAND EDGE BARBED WIRE FENCE o G\ S T/. v pp Z O H C) p� �0 Zvw 0cnz V W 0 Q z .J Lu LL LL JY� JOO MQ � W W Q m M 00 00 0 on on M O m M O Ln d LO 2 Z � t Lu � Lo Qom U p O IX O LL Y U O w N CD ,o 0 15 30 PRELIMINARY DRAFT M AGENCY REVIEW U �4 w �2 U� N 0 Uw � w2a � New Z O H C) p� �0 Zvw 0cnz V W 0 Q z .J Lu LL LL JY� JOO MQ � W W Q m M 00 00 0 on on M O m M O Ln d LO 2 Z � t Lu � Lo Qom U p O IX O LL Y U O w N CD ,o 0 15 30 PRELIMINARY DRAFT M AGENCY REVIEW U x 9472 \\ \� x`949.0 I�VL = 944.0 948 <94.1 � 9474 , \ \ 34zg - x947.4 \ \ \ WE 94 65, 45.9 \ 8 945.0 \\ a , \ T1 _63 v 946.5 \\ "I, 4(\950.9 9 \\ i95�1 \4 \, \ \\x g �/ x 954.8 \9\ \\ 95.1 1-1 '000-\ 956.3 957 �S- \ / \ 954. / x / x 953.9 - _ - \ 95\ �\ \ `x 5.151 g \ \ . 953 � / � x 954.3 \ \ \ k8.8 60 \ \ 951 52 \\ x949.8 \��� / ` � 46 `\ \ 948. / '_ .v �\ �\ / 1 50. \ _ 560 \`,, `\ SHORELAND 50351.90.7 �\ _ - 532 ` x'93 \`s \ \\ 6 x 97 `� \ OVERLAY ` DISTRICT - I \\ \ \ ' °'�h \ 9y� �\� -- / \ x `�'\ 9358 �' X45.1 \ 946.3 \ \ Oi - - -- - - -_ 53.2 \ \\ \\ ( \ WET1 _64 \ ` \ x 947.1 \ \ 47.1 \ \ \ \ \ \ \ \ \ S �� , x 945.3 � S � - � I � � 950.4 � ` 151.6 53.6 \ \ \ x 956. \ x c1 S7. \ 95q \ 145.4 48.8 x \ � x 95� \ \ R E \ \ x 951.3 �„ \ \ \ \ \ ftft 9 .4 \ I \\ WE 55 �� x 951.8 �� x \ \\ \ \\ \ \ x945.6_ WETLAND 945.41 \ \ 51.3 54.3 x� \ ��5 48.6 ° \ h�' � � � 955.3 \ \. 9* -`'0 EDGE I \ \ \\ \ \ x x525 x ,� 4.5 � \\ FLOODPLAIN l r � 945.9- I \ / \ � � \ x ` \ �4�.��\ \ I x946.3 \ / x9488 ��� \ x9.: \\� \9 --'� /� 51.5 `� i 54.8 \\ 956.b'_, BOUNDARY x 951,8 95 AP P ROX / \ \\\ // \ \ x 944.7 / X 943, 6\ \�\ l / x 949.2 / / x \ \ \ 9019 / - - _ _ l 1 50 x x 953.1 \ _ ti x 944.4 \ \ \ ` 44.8 \ \ l x,947.9 / / h3 x 951.2 ' x \ o \\ \ , �- //I l \ 46.8 "x 9 3.6 / \ l // / / 1 x 953.1 53.9 \\ 955.2 I \ \ ) / .4 53 8 \ \ \ / o�� / \ \ x)944.0 x 943. / / 1946.0 \ / / / � � - - - - - / � x 953.4 `: 6 � - - �\�� \ \ \ \ � 0 � � 94$4 -� 954.0\ \\ \ `\ x 944.6 / ° 52.0 950 x 951.2 x 952.51 - - \ 1\1 \ x 955. / 1 x 951.4 / / / - - - - - -- E 5ii � Mm x 951.6 / ` \ 9 1.8 1.8 / � I 52. o / / 949.2 \ 11 / / / x 944. 945.0 x 94,.5 / / / / ' \ � g 3 g\ 0952.9 ((x 944.9 / / x 94,E 7 1 / / / - / / / / x 954.7 x 95 . \ \ \ 955.1 \ \ III / I BARBED WIRE 946 52 52 // 9 - 1 \ \\ � // // � x � x 4.s WET_. 52.1 QS \ / 55.4 3.7 S \ \ FENCE i //i // // / x 952.2 ' � �� r � � gA 53.2 9(53.B�x 52. / 52.8 / 53.2 , x5153.1 \ \ x 951.8 x 9 - - - . _ \ \ \\ x 955.7 955. \ \ III -_/ / ♦ 1 / �`'- _ - / �4� \ - - -49520 / // -( / \ \ \ \ \\ \ III x 53.0/ \ / / 3.2 Y52.9 �� 1.5 1 1 944.3 94518 9 52.2 48.9 T / 53.6 \ \ / / / / / Il \ \ \ \ 9515,` o \ \ \ 1` / 52.4 , / / / / / \ / / x 956.4/ 957 / 95J. l r \ \ \ \\ �J o \ x 944.2 94 .8 / / / 53.7 \ \ / / / \ / 56.9 - / / \ \ `�Q \ \ \\ • C EDGE OF ( �� 52.2 / / / , i / / / x 957.5 \ l � � 952.9 / / 950.8 WATER ��5 52.3 / / / x9536 / � 53.41 / / x 954.5\ x 3.0 / l x 954.9 / \ 955.4 \ \ R 94/ ' 5 / / / /x 952.1 / / / \ 53.9 �`� \ x 552 7 er \ (�` \ \ 0' 5 J/ / l /952.1/ / \ \ \ S' 955.7 \ \ 7 944.1 x 945.4 / /x 51.2 / \ / / x .2 h / / / 94 � \ \ \ \ 9 .1 \ \ 53.7 / / o� / ) / / \ \ \ \ \ / \ x 945.6 x 945.3 / l 5 /�7 / / x 948.4 \ \ \ \ Q \ 1./ 4.7 ( � / � � // / / / 53.8 \\ / / 46/3 x 958.5 \ / \ ETI.-56 I / / / x 954.3 x 953. l / / 955.0 53.6 / \ \\ / l l l \ \ \ 955.6 \ \ 52.5 / o� /, x 953.2 � x 95� l x 955. � � \ N, l ( l l /l x 948.4 x 948.1 \ \ N \ � 951.0 \ \ I ! / / 53.6 / , x 95\3.7 .� \ \ \ l I 95 f. 8 / 949.2 , \ \ \ \ \ \x FOL \ \ \ x 944.5 / / , r 53.6 \ ��� \ \ ,, / I ® / \ \ / / ' \ \�2\\ 955.5 \\ \ \ x 9:�/x x G \ 944. 8 l J 953. / 53.4 \ \ \ 1 X56 9` 957.3 \ � � / l � l / l 5 / 948.3 \ \\ \\ \ \ \ \ \ / 52.2 TW 52.5 I I / 53.6 / \ x 944.3 i .1 ew 5 . ew / i \ \ \ / R / I I 9$0. \ \\ �� \ 52.1 T 52.4 50.7 x 954.5 / 53.2 / / \\ \ - x 954. l l / ( l - - - x 944.4 94 / \ x 52 / / 51.3 947.9 I F.ly \\ \ \ \ \\ \ \ 955.9 / x 953.7 \ \ \ x 954.2 / / \ 95`L 51.4 3 / 95j,0 / / 4 .9 i e / x 956.3\ \ / / \ / / 953.3 i x 952\6 1 \ x 944.8 x ,g44.4 / 945. \I / \ \ / / / ) I \ \ \ 755.9 - � \ \ X (x \ 53. /e3.0 - \ \ x 49.8 ��3+ / 4 FT WROUGT o \ X42.8 / \ \ y ' -_ - - x 954.5 954. l l x 9.3 ( \ V AA \ � - ��� \� \`-- - - 49.8 / 5 IROf FENCE I 9 42.6 94J 6 x gl 45 1 � / \ , 2.5 \ \ � / ,L \ \ ^�/ \ / 53`8` i 2 3 4 �� I x 948.2 \ \ \ 9S .\ O \\ 945.6 \ / \ \ o ; WET_ 43 \ 947.6 I I \ C/ r 5 \ �- 1 - - - -_� 42.6' / sW \ \ 953 x953.2 - - - �✓ _ _ - h / 4 1142 ' \ \ S ( 52.1r \ \ \\ x952.'- x952.7 o� r•� I \ \ 1n\942.5 \\ 52. \ \ \ 1 / \x 951.2 / T - . 950. \ \ \ \ ` -� \ \ \ 4 ` - 52.5 \ i 1 1i x 950.6 - _ _ _ - / / 42 6- -:� - 947.8 I \ �? x 9� x \ \ �. \` �__- - - - - -� 1 ° ' �49 __ � - 49.8 / / WET_141 - \ � \ \ \ \ 1 e w 52.5 - 'y i 52.0 51.9 x 945. / x 948.2 I (}� c6 \ \ 956.2 1 951.1 50.7 X2.5 / - - EDGE i \ \ \ \ \ \ \ \ 52.5 52.7 1 a 51.4 _x g / 42. \ \ 9 \ \ \ \ x 945.5 945. 52.5 52.1 51.2 9 f _ / % \ ��1. , WA TE( I r� \ \ \ x 954.4 \ \ \ \ \ \ 52.4 50 942. 9 4.1 \ \ 52.3 52.4 \ \ I \ \ \ a ® 50.6 / / 0.�% ( 945.6 \\ 947.9 i x 948.1 11 \� \ x J51.8 \ \ \ \ \ \ 945.61 \ �cP 52.1 Tw �� 95 52.3 51.8 _ __ _ 50.6 / 9\42.7 \�9�43. \ SET 149 I K 9\46.6 \ \ \ \ WET_54 / 49.1 sw \ 52.1 2 - 50.3 / \ \ ' 44 �+ 94 3 \ \ \ I \� 510_ 0.2 / / WET 139 I ` \ / 48.9 I \ \ \ I \ 951 - \ �' - -- � � / �� ��� < 19475 \ 44.2 � (� 6 \ \ I I 945.2 / - - / / 49.1 w\ 52.0 S x 948 ,, WE�_47 / \ 948. C R \ / J 2. �946� \ �� 950 9 O \ / / / N \ x E E K 4.3 944. �` 44. \ 51.1" rw y �9 51.5 50.7 3 / / d \ X 48. 44.0 \ \ \ 51.0TW �8 50/ �' : .4 946. ��� -� 44. 4 FT WROUGT \ \ \ 945.3 5o.s s w �� 9 9 6\ 947.5 �J" - s.1 a w _--- 949 stj / \ / \�' \ 945. \ 9¢G 949 ,�'� / I \ / WET 133 x 9477 i IRON FENCE Q \g WET-53 \ \ 47.6 '� 44.5ve \ �____ -�� 4,Z 9_ / l \\ \ 10. , 1\� 744.6 �- \ F� X06\ - - - - - - - - - - - - -\ 47.5 44.5 -� x- 9�$ / YWET_48� - 947.41 ) \ 1 �rr�� ET 138 948.5 _ 4 _ _ / \ \ \ 94 ) 42.9 \ 946. - \ / x 947.8 I' I I // 1 �y WE f7_9132 9 32 �� 9 7.4 948.4 �� _ 947.5 �/ o, � 44. 44. / 946.8 _ ( 48.8 WET 137 / -I +-- \� W 1�\ / EDGE OF \\W�T_52 ME 46-6 ME - - ---------- - --� -! X7.0 l 944. Ylf 7 WET 13 5 843.0 TER x 945.4 \ \ WET-51 - - - - - 47.2 ' ��% WET-49 - - - - - - - - / / 44.0 I /9 6948.1 91x 94218 _ 4 /�\ G\ \ - -- _ 946. l \x946.9 % 1 I T1 _11 WE _12 \\ �I �\ \� � - - - - - - \ � � x 45 � 43.2 46. 46.6 ME 4 \ 946.8 / / / � ��'�' ��83 94� 946.9 \\ \ \ \ x 945.8 V 43.. WET-50 9 2 \ l \ � 44.6 /�4 8.9 3 \\ \ \ \ W 941 \ 9 5�'� \ / \ W y� ( \ \ \ 0 W �\ ` 6 42.6 W \ \ / WETLAND /w 4w / 1 \' 49.9 - x 945.7 g T4. \ W 42. � � -\ x 946.8 EDGX474 � .6 I 949.9 95h9 - 941 947.5 \ � 946.6 \ \ Ir �\ 94W,q�.4 °j ' 9�16� � � � 844?1` 7 2.6 \ .� 1 \ \ \ � r-- - / /\ \ - 943?J- W \ \ - - - - 7 I \ - - \ \ \ 9451 943. 941.7 942 946.5 /` x 947 / w 9 \ \ 45.1 46.4 OF ✓ \`� �\ 94� \\ \ ?� 45. 946.6 \ / \ x 947.1 945.1 + T1_J G� / x % W rn \\ SOU EDGE W 4'9 \ \ 9 3 J �� S WET1 _ 4. V 40.6 \ OF R K 9403 } -20 9 1.9 `� 2.3 \ / � 947 91 - 1} 945.8x 946.4 946.6 94 .3 NOTES: 945.2 40.4 / � .�.�.�' _ 1 4 . � x•,94�� WET1 _ W 4�• \ w s� .947.0 I \ \ \ 45. -' X46.2 LEGEND 945.4 S x 945.1 ECG \ 942.0 946.5 14 . N .8 9 1�I S E DF � \ 6. 943 5 ,�� � � 946. 944.42.9 9 .4 94 W / \ W / 1. REFER TO SHEET Cl, TITLE SHEET, FOR GENERAL NOTES. x 945.1 REE$ WET1 _ � � W 945.2 _ yy /' 945. 946.4 946.1 � � i� W 1 REFERENCE KEY TO DETAILS x 945.46 R P x 945.2 \ \`, WET1 -1 46. I 943.2 x 946.5x 946. / 942' �`- 43.1 qtr 1 C8 1 DETAIL I.D. NUMBER (TOP) x 945.4 \ x 945. W i 47. SHEET NUMBER BOTTOM 945.1 945.2 V1d5.818 WET 2 94 W3 94 x 946 6 / I 1 V43.1 �, (BOTTOM) 945.6 L5 1 x 945.3 945.9 945.5 945.6 9454 WET1 _9 1945.8 945.2 145.5 , 945.9 x 9 \ 1 x 946.3 / U 94 ✓ /94 950.5 EXISTING SPOT ELEVATION x 945.6 5 x 946.4 ��33 �5.2 \ x 9 6.2 yy \ � / x 944. 94713 � \ � i' \�- 4. 94. 9 4. \ IO 946.1 / 946.7 1 942.9 W 444w 94Y1 `7 /jam F - -�(�- EXISTING CONTOUR 945.3 945.7 946. 41.9// / T25 ! �' 945.91 = - -- 947 50.3 -� PROPOSED SPOT ELEVATION 945.5 WET1 _2 1N/ 946. 949.. WET26 g`� � +M.wl =m I-= fm-i x 945.6 945.6 4,,,)x WE 7 46.8 x 946.0 948 4 950 PROPOSED CONTOUR T2 946.2 945.6 ORA •9 946 .5, \ 94 .9 48 9 19sB -3 SOIL BORING 945.3 945.4 945.7 x 946.1 gA . 94g` / / 10 - _985.7 x 946.4x 94 Q 2 - -� x 47.8 5 x 949.2 0 PROPOSED CATCH BASIN (CB) _ -97 146.9--- �_'��� 9�8' __ 0947.1 / / C8.1 _x945.2 ----- -9A.&. -' - - -- --� 9481 i� 946 ( ) 4 / / 0 PROPOSED MANHOLE MH 11 -_- ----- - - - - -� 9476, --� $ �i 947.0 p6p x948.1 / C8.1 - - - - -- - 948.6 .9 9.9 / - - - - - -- 948.7 v \ - -- =_ Y949.9 �� -� - -- 1x948 -3- PRELIMINARY DRAFT AGENCY REVIEW 0 Z ZJ as Lu Z0 oa az �a U M 0- �[ M d O i O N E a w O E p O U t am E4 ° M :E V) 0 Zm rn oaw O o L s0t4D TO m m ; m 'v� E00Q) c) 3 d ( 000m 0 Z ZJ as Lu Z0 oa az �a U O O E p U t am E4 ° po :E V) � � oaw O o L s0t4D C- 0. 0 E00Q) c) 3 d 0-0 ul 00 in co V 0 C V il p N fo 2 � .0 •- t 00 N t O m c Z L p y L m m Q LL, Z D = i N W) Z _0.w -30 Z O a � � O I.L w�a c) woo 0 00 in co ZULU O`)z_ 2 U� 7 N J�'~ M M C7 Q LL, Z D = i N W) Z Daz �c co aa� t o a%w LLYU O o J0V 0 o w w Ma W LIJ O Ll �c awa h Z O r� V I.L c) woo 0 00 in co ZULU O`)z_ 2 (q 7 N J�'~ M M U Q LL, Z D = i N W) Z Daz co aa� t Joa LLIW� a%w LLYU O o J0V o w w Ma W LIJ a W O N ■ 0 m m t N \ \ \ \\ \ 477 \ \ <8.4 \ -948.0 ` V C A547.9 _ o GUAR\ \ RAIL. \ , ` \ \ \ 4 .5 \ \ \ \ \ JGG \ 948.5 \ . pp 9488 \ WEV1_72 , 942. D \ 9_ \ \� \ 48.3 ME 42.8 WET1 \\ 4 4 I \ \ \ 3 48.55 MN- 9�r� ` R E \ ! \ \ \\ 9485 \ SHORELAND , \ \ I wET�1 7oi 5 8a\ \4`8.7M 490 OVERLAY \\ \\ x1942.9 4. / \ \ 949.3 " 40. x \ 4� 94 )kQ DISTRICT , 941.2 4 S 1 I I 44.1 /4 48.3 \ 48.9M (APPR o ` 5 1 194 1 / \ \\ / / `9�<p \' \ \ yF-oy , -140 A / - \ ✓ x \ \ \ O \ 49.7 \ I 943.9 / m C�` 944.. 47.9 ' W \ \ \ I 9441 \ I / v x9 48.4 \\ \ / 47.4 944' \ \ 949.6 \ O 47.8 \ \ x 943.6 / \x \943.8 0 ` \\ \ 950.5 \ 941.8 �4 0 FT ARBED\ \ \�`\ 94 WIRE F CE 4 .F \\\ \ - -- � FLOODPLAIN l 46.9 x 944.9 x 945.4 \ � 1 \\ \\ \\ \\ BOUNDARY 94' APPROX I \ \ \ \ 7.5 \ \ � \ � 51. x\ 43.5\ 5'4 1 944.2 rn x 944.7 \ \ \ \ \ \ sue\ \\ \ 941.7 , \ \ x 945.0 \ 1 1 \ \\ � I � F \ \ 951.2 ``���j \ \, 46.3 1 x946.1 x \ Cb� 943.8 3�X \ 1 \ \ \ \ 2. x 945.0 x nos \ \ \ \\ \\ \\ \ 955 94 . 1 \ tro \ \ \ ` o 943.9 43.81 I 941.4 \\ , \\ \ I x 9 \s L. 11 \ , \ 945.1 \\ 3 T B RBED 940 x945.5 x I WIR FENCE \ 1 1 I \ \ \ \ \ 94, \ '(&954. 3 I 1 I \ \ OGE O 953.7 I \ 1 941.4 \ TER \ l F.. 51.7 \x45. / 944.3 9 I I \ \ 6.2� 952 52.0 / q� 95 ,9`54.0 \\ \ I I i 45.2 -- \�,P / / "1 7 / / \ \ I x 944.5 _�, , � \ \\ \ 941. \x 5142.5\ . \ 1 - 51.3 �� \ 954.6 \ \ I \ \ Q�, �. 943. \ \ 941.8 , \ 51.9 52.6 2 \ \ \ I x 945.6 / �; 45.1 946.6 / 950.0 r 5 0 x 54.8 I ,A�C p x 944.4 \III \r Y 1`\L� D / 6/j / x \ \ \ X52.7 � �\ (J 944.9 11 I 941. E 52.2 I x \� \\ \ Is, oy \I x 5(45.9 l o I _ \` \ \ 955.3 \ / -945.2 \ °' I, \\ 95-7 _�� J \\ 941.8 I l X955.6 x 94 o 945. \ \\ 941. 9x2.41 \\ b48. / x 9 9.6 / .7 95 .1 \ \ \ \ I � / � � 54.6 � \ 1 X �5.9 WET1 _67 /� 1 I \ 956.2 x 945.5 \ \ , \ x 9 6 0 H\ 2 945.0 �/ \ � / ,1 R ( \ 54.1 54.8 \ \ \ 955.5 \\ 943. \ 941.9 \ \ \ I I / / \ 1 1 •2 c� \ \ \ \ 9�3 o x o \ 9 3\ W T 9 A 54.3 \ x 3 1 1 \\ 941. \A \ x 944.8 X 94,- 50.1 9 / / \ ) I ' / 54.9\ \ \ l l I l � x 944.3 \ \ \ \ \ 94b. / tea' 9 % l 4 951. l Ix 9 .4 I / x 9 .4 \ 54.7 55.2 �\ \ \ \ 956.8 \ \ WET1 / / �� / / * / / \ 55.8 \ x 945.7 x \ \ 'p \ \ \ 4.6 \ \ .9 0 .�.� 956.2 � si�s . / / � // / \\ 5� L0 53.6 \ 55.9 \ \ \\ \ 51 4 .. / � oy 54.6 I \ \\ \ \ \\ x 959 x 944.6 \ 1 JI l // \ Y \ \ I \ \ \\ \ \ I / 951.4/ \ / \ 956.1 \ I \ \ \ I \ \\ 941. \ \ \5\4.0 \\ \\ \ x 949.6 j I WET1/-62 9555 1 x \ \ \ 941.8 \ \ \ ` \ x 946. �3 \ \ °° l \ W \ - 5. \ \ 957.1 \ 956.6 957.1 \yo \ 945.6 - 1 \ \ \ \ x 945.1 9��,.3� \� - - x 9 , I 1 \ 1� a� /- \ \ \ \ 1 I I t"' \ \ \ x 9 , . �S✓ \\ x \ \ \ 101957.0 \ \ \ \ 941. 943.6 I I I I `� 5 l 951.4 \ / l / X156 \ \ 96 \ \ RPU \ I 1 % ' \ \ \� xg 941.8 \ I 1 POND \\ \\ 9OL \\ \ \ \ \ ` I I x 941.4 I � � x 95u: \ x 95 3 \ \ \\ \ \ \ \ \\ X57.6 \ \ X94 6 \ \ \ l x9454 I o / \�� \ / \x9 .1 \ / �s 56.4 \� \ \ '47.8 \ \ x 945.7 \ \ \ / l I / \ \ / _ \ \ � Lr x 955.5 \ \ \ \ 956.4 \ \ 957.0 \ \ \ x \\ \ \ \ \ 941. x 9 0.5 I l br \ \ 955.8 \ � \ 9 .2 x 947 \ \ ) / I \ �►� l \ 95 11\950.9 \ \ �. ` \ i 56.5 �s35� \ \ \ x 945.9 x 941.9 x 947.2\ \ \ l x 950.6 \ \ I'll l` \ \ \ \ .. x , .56.E �y7 x 9 / \ \ \ \x 95 .11 \ 943. I I I / \ x9490 °� /Z/ \\ % \ ` \\ , 9s� 56.0 \ x 151.0 \ I 941. I I x 94,5.5 1 / \ h� ?. \ / \ o \ \ \ X 945.8 I I I �4 3 x 945.8 \ N W L = 944. 1 Z` / \ \ I 953 \ ! ' - - _ 56.0 56.6 \ I \ 956.3 957. s- 949. 0 1 I x \ \ 44.9 I 941.8 I I I \ \ \\ x 947.4 - J I l - 950 \� ! x 953.9 �S6' 56.5 655 x g \ \ / i 946.3 \ x 949.4 '� I \ 949 x 954.6 55.2 \ \ \ \ \\ 8.8 \� "S7 x _ 4;/ 54.9 gss 56.3 56.2 \ \ / 11 \ x 947. l � � \ \ \ \ 94 7 l / / x 9)944.1 9 1 941.9 \\x 44.9 I \ \ - _i _ 948 6t, x 949.8 \ 9 .1 \ \ e 54.8 � 4.6 \ / , \ 941. I 1 501 \ // I x 94 \ \ \\ I \ \ \ l \ 56.0 \ \ S I x 947.2 /x 94A8 / \\ \ \\ \ \ 946. \ / \ \ \ WET1 _65 a \ / / 45.9 \ \ / x m51.9 0.7 i '*095J*.. \ \ x 9 \ O 945.0 \V - xe 93.2 i \\ \ \ / g \ \ \ D I \x945.4 \\ \ \\ \��_�\ , 946.5 \ \ G \ h� *9 _ S��` 533 \\ \\ T(/ \ \ \ 941.8 50.5 \` 9 6 53.5 \ \ � \ \ \ $ x 944.2 \ \\ \ \\ 945.3 ♦ \ \ \ \\ I 47.17 \ ` 641. \\ I I 1 I I \\ \ \ \\ ♦ /I \\ \\ \ / \ * ;h \\ �\ - �\ x s8 / \ \ I I I I I \\ X945.1 \ 946.3 \ y� 53.2 \ \\ ` a \ Lr I III \ 943\\9,1 \� 941.5 \\ \\ WET1 _64 \ \ \\ x 947.1 \ \ l 47.1 I I \ I \\ x 944.3 x 944.9 \ \\ \ \ \ x 945.3 - ` 53.6 X 957: St \\\ \ x 956. \ I / � 950.4 \ \\ x 51.6 \� \ \ \\ 9.'S�. \ F 5 / \ �. \ \ \\ \ \� \ X 945.4 \ R � E \ \\ 48.8 I ,, � \ \ x 951.3 x 944.4 \ x 945.1 1 I Ix 94cA I I I I \ \\ X 9 3 \ \\ 941.9 \ \ 51.3 I I I\ \ \ \ "44.6 x945.6_ WETLAND 945.41 \ 4a.s o 1 \ x 944 1 44.4 \ \\ \ \ .� 945.9 \ \ 1 \ x 946.0 9�1 0 /^ I \ \ \ \ \ / � -� __ EDGE \ I \ I \\ \\ \\ \\ \ \\ 941. \ \ \x 43. Q44. /'� \ I x 946.3 \ 11 515�d �\\ 1 \ \ \ \ \\ -� \���\ / \ x � 9 \ \ 945.4 \ 941.8 \ x 944.7 / z get,; 6\ \�\ / / \ l / x 949.2 X �l5\1.6 \\ \\ x �4Z\ X 46.1 x �4.9 x 945.5 \ \\ \ \\ I\ x 9449` \ \ \ \ \ ` 94R.9 44.8 / \ \ l 9 - - -x,947 . / o 46.6 l II / \ x9¢3.6 \ x 943.3 / x' 946.0 \ I \ \ /4 \ 941.8 , \\ x)944.0 / I x19 1. \ \ \ x 946` 4 97. \ \ \ l / I / i 951.7 I I 1 1 \ 948.1 / x 9463 x 944.6 / / I ° ° 52.0 950 1 x x 951.2 1.8 1.8 / 10 I l 52.0 / / 949.2 / 951.4 / x 944. 945.0 x 94.x.5 / I I i I x 946.5 x 94,E 7 I 1 941. I Ix 944.9 / IX 5¢ I I / I 9 5. I BARBED (WIRE #9466 �. 52 x I 916 n I 942.0 11 / I WET_ 52.1 \ 7y948.� l I� X11 // � FENCE i , / // // x 952.2 � � � �� �■ � 52. 52.8 / 53.2 X \ x 951.8 / �53.4�i \' \� - - -� LEGEND 1 REFERENCE KEY TO DETAILS C8.1 DETAIL I.D. NUMBER (TOP) r SHEET NUMBER (BOTTOM) 950.E EXISTING SPOT ELEVATION - -- 5 -- EXISTING CONTOUR 50.3 PROPOSED SPOT ELEVATION 950 PROPOSED CONTOUR SSB -3 SOIL BORING o M 10 ® PROPOSED CATCH BASIN (CB) C8.1 0 PROPOSED MANHOLE (MH) 11 O C8.1 NOTES: 1. REFER TO SHEET C1, TITLE SHEET, FOR GENERAL NOTES. PRELIMINARY DRAFT AGENCY REVIEW v a) M °E a) U � aLEmv a> c -Lm � as L o Z o -r- 0-0 E c a, N aoc -° ) t 0-a ;.2 J a) t t < 4 p L_ 0 L L s0-0) aciv� rn o F_ r d N N U lO Z N E ZQ�LV Q p� W o M M 0 O Z m to LU �_ c U >, c m .O _ J Q 3 to � oF_ cl CL 0 U w v a) M °E a) U � aLEmv a> c -Lm � as L o Z o -r- 0-0 E c a, N aoc -° ) t 0-a ;.2 J a) t t < 4 p L_ 0 L L s0-0) aciv� rn o F_ v � h h4 cl lO Z J .-. ZQ�LV Q � Z 0w z Z0QW 0 Q Z LU �_ C7 _ W n J Q 0 w � oF_ LL v a) M °E a) U � aLEmv a> c -Lm � as L o Z o -r- 0-0 E c a, N aoc -° ) t 0-a ;.2 J a) t t < 4 p L_ 0 L L s0-0) aciv� rn o Z O F_ V � 0 Z U w 0cnz V W 0 Q z Lu p LL Y LL � JOO MQ � W w Q m M 00 00 D (n M O a, M O � m L0 xvjz ct W Q 'a 16 Lo Q C Y U p O O LL Y U O w O N ■ o v � h h4 v U� C7 ti � c N C~ O Uw Ln Q" N w Z O F_ V � 0 Z U w 0cnz V W 0 Q z Lu p LL Y LL � JOO MQ � W w Q m M 00 00 D (n M O a, M O � m L0 xvjz ct W Q 'a 16 Lo Q C Y U p O O LL Y U O w O N ■ o i0 \ \ �� \ /- - - -•- � \955. ` �\ \ 1 � \ '� LEGEND 950.6 \ \ 95 l` �\g50.9 95 1 x \ \ + \�__t 9548 � \ i I <94 4\8.8 x947.4 ' - -1`8 4 evc alo o \ \ DT IN\\, = 48.00 / �i \ T19 63 9~RIPRAP \\ C = � � 47.1 `\ RIM = 947.3\ \� 94� INV. = 945.0 48" ID \ l 47.1 ROES \ \ 48.8 1 \ 94 .4 WETLAND 945.41 WE \ 58 1 \ 48.6 _ EDGE \ I \ / j ' \ I -.946.3 \ / 1 \ / 9 is 9 44.8 1 \ I1 46.8 x x9)J. // J..6 943. j / 1946.0 \ x 944 945.0 x 94,. 5 l BARBED IWIRE #946.6 52 WET_5 FENCE I / I I 52. x 945 8 / % 52.2 94.8 / 52.4 52.2 52.3 L/ R 94615'1 < 478 � / 52.5 1 x 945.4 I I l I Ito / I \ J 46.13 \ , ET�_56 2.5 / x 944.5 x944. / I � I I ,I .1 BW / I 5 12.2 TW Bw 52.51 J 1 52. I 94� 1 52.1 945• \ I' / I 94 v \ 15.1 2.5 945 6 � \ / T49.1BW 52:1 T 52. 'AO REFERENCE KEY TO DETAILS 956.3 957. y C8 1 DETAIL I.D. NUMBER (TOP) _ ` \ o�,\ SHEET NUMBER (BOTTOM) Sst \ / x 953.9 - - \ x 954.3 955 \ x g & \ x EXISTING SPOT ELEVATION \� \ 952 / ` '" \ X60 \ \ 951 54. /� S x 953. \� \ \ \ - -- 950 -- EXISTING CONTOUR \ \ 50.3 -� PROPOSED SPOT ELEVATION \ 9 .1 50. \ \ i $2� \ 560 \\,y \ SHORELAND \ xps�51.9 OJ 9529 _ -` \�� \`r `\ x 9 \\ \ OVERLAY 950 PROPOSED CONTOUR -953. 53.2 - \ \ \ \ C\ X 95 . AI x o `�\ \\ 7 .9 \\ DISTRICT �gg -3 SOIL BORING 1 T \ 50.5 6'*' ` 53.5 \� \\ �� \ \ (APPROX) < < PROPOSED DRAINTILE (6 ") co RAID► - � \ �` 0 � b \\ h\ A 3'f Y \ x 9M. 8 \ \ PROPOSED STORM SEWER 9 \ DT INV. 49. 53.2 \\ \\ \\ �jS \\ 950.4 � 151.0 \ 53.6 952.6 a \\ \ \ \ x 956. �� \ x \ \ \ \ \ 95q. \ x 951.3 ' \ \ \ �� x 9518 51.3 � �9 \ 54.3 x \ x 95 955.3 \ \ 2 5 x .5 9 .7 4 \�\ \\ FLOODPLAIN \ � \ \ \ 956.0 BOUNDARY 51.5 \ V x 951,8 DT INV. = 53.50 _ 54.8 \ \\\ x 95 / x 949.2 ` v / / (HIGH POINT) x \ \ A� ROX) _ x 953.1 \ oy X,947.9 x 951.2 9 73 / / 1 � / / x 953.1 Z�F 53.9 \\ 955.2 \ 4 053.8 \ \\ \\ \ x 953.4 9 .6 - \ID \\\ \\ NOTES. �QS � l � \ �- - -t 954.0\ \ \ q�" � \ 1. REFER TO SHEET C0.1, TITLE SHEET, AND SHEETS C4.1 AND C4.2 � 52.0 x 9_ _ "' , < 951.2 x 952.5/ 0 9S� \\ \ \ 5i xx 955. GRADING AND DRAINAGE PLANS, FOR GENERAL NOTES. x951.4 /`� - - - -- r p i 52.0 // 949.2 // vca5ls/ / // �9 39\ Q952.9 2. ALL STORM SEWER PIPE SHALL BE PVC A -2000, WITH FLEXIBLE \ \ 955.1 \ \ WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS / x 954.7 x 95 . 1 \ \ \\ OTHERWISE NOTED. 52.1 / i � � � 3.7 x 4� 9s \ \ � \ \ /� 1� 955.4 53.2 9)53.6?x \g 2 \ \ 3. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND DT INV. = 51 5 // Dr INV. = 51.s� \ x / 954 1 \� \ \ INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, / 53.2 �-, 951.8 I I -- . - - - -- \ \ 955. \ SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING 52.8 x 9,53.1 \ x 9 1 \ \ x 955.7 -- - 53.4. \ \ - -- - -- 952.0 // / // . / \ \ \ \ CONSTRUCTION. 53.0 3.2 52.9 /� 52.7 J 53.6 \ / / - - - x 'J I 1 \ \ \ \ \ 4. REFER TO SWPPP NARRATIVE (SECTION 31 25 00) FOR 57.1 II \`�` 95,E -Y p / \ \ / x 956.4 \ �'J 9531 �\ \ \ CONSTRUCTION SEQUENCING AND EROSION CONTROL 53.7 / / ' 957 \ / \\ \\ REQUIREMENTS. J \ / \ \ 46.9 � \ •0 x 957.5 / 952.9 / 950.8 / \J DT INV. = 52.65 5. ALL 6" DRAINTILE (IN FIELD) SHALL HAVE 0.5% SLOPE (MINIMUM). 5314 / / ' \J x 95 X 3.0 954.9 / l x 52.1 / 4 \ 53.9 \ x 52.7 , 'A I / x / \ / 9 952.11 RS / / x 2 ) / / 94 \ \ 9 .1 x 51.2 / J 53.7 / / // / ' \ \ \ J / -1 \ 53.8 / / 5 x 957.4 I / I / / / x 948.4 \ \ \ \ \ \ x 958. % / x I / % x �4 \\ \ J , / -► / x 95= Si 953. a. J 5..3.2 � J x 95� l/ x 955. ) \\ \\ \ / / / I / / / x 948.4 x 948.1 \\ \\ \ \� \, 1 3.6 x 9 7 \ 1 / \ � \ J .95;1. 8 / 49.2 \ \ .J 53. \ W \ \ / l 956. I I l \ \ \ % 953.1 \ O \ 53.4 \ \ 1 / I / x 5tA9` x 9573 h / I 1 / l 5 / 948.3 \ Al 53.6 ��F x 95 -\ x 2 / 53.2 / / \ \\ ` / x 954.E l l 1 c R l - I J 1 \ J / / / \ �\_ -\\ 51.3 / ' \x95.19 / / / `1.1 947.9 1 5 \ s. 7 \J \ \ x 954.2 Z 51.4 x 95s. ) / / I I E � x :s.53.3 / L 4 - x 952.61-1 \ - 55.3 J 53.0 ><1 ` �. 49.8 \ ,� j j l l /' 1 4 FTI WROUGT 1 c., 4 - x 954.5 / l x 9.3 I I J \\ / 954.x/ / / 9�\ I IR04 FENCE 1 9 49.8 _ / W _1�4 I 948. �'Py 1� - --� ��\ ` - -__ - o- // WE 43 mil\ 142 1 x C \1 3 95 �. J h cb • 4 �_ _ x 9 .7 - J- _ i`�i J 1 �� x 45 �_ �N _ 1 JOB \ F ��`� F 1-1 "1 1 D,T &I�1)G.- 5��50.6 � 951.2 - .8 // - ,�t�'- 947.8 J 1 ■■ \ \ - - � JJ' 11 x 4 - - - �qg 9478 1 �J.1 ew -� / 52.0 ' 9 \ I r ' \ \ ��ENCH 2i 1 DT INV. = 50.14 51.9 J� x 951.1 50.7 52.5 / 42. �- - - 945. \ a 51.4 DT INV. = 49.55 - 95� _x 951 _ / / x 945.5 945. \ \ \ 51.2 50 !/ I \ \ x \ 52.3 77 -I J DT INV. =,M.01 0 / 146 \ `N 1 \ ` 52.4 c, DT INV. = 49.88 0.6 0 �/ ( 945.6 \ 947.9 �j � x -445.9 o / x 1 x x 947. l 945.6 I \ 1 Tw \ 952x 51.8 _ _ 50.6J / ,9142.7 \� i � � x 945.2 \ \\ � WET-54 ;` 4s.1 8w 52.1\ T=� �� �12 4 149. / \ I vh \ R / 9 6„ D LNTILE DT INV. = 48.0 - - -- �I 51.0 50.3 / 9.2 / / 1 I 1 \ > / / / x _ _ 2 � � � 5� _ 9,42.41 \ � / / 9 9.6 _ / 947.5 I I �48. / / 9S 50.3 949.0 45.2946 / a� -ewe 5 946..s rw \ �� 90 9¢90 \ \ , \4\ / N \ \\ 1 I x�5.9 i WE�1 _67 \ 51.0 TW 3_ / - 9q 51.5 50.7 v / x 9 / 49.1 BW 50.5 B 9Q8 950 / / 1 946.6\ \ \ I \ I / 945. \ x 947.1 x 94 .7 9�6� 9 -- /." DT INV. =48.00 / 1 \ \ \ x 9 x 945.5 0 \W�,= 945.0 \ \y\ \ WE 53 6 3 \ \ \ 47.6 44.95 \ \ -� /'°u _ / 1 \\ \ 41.9 \ \ \ \ *" 9 ' x 8 _ 93.0 42.9 \ - - \ \ 47.5 44.5 -+ _ 94$ / WET-4 - \/ 947.4 iI o� I \i< 946j, 1 941. \� \ x 944.8x \ \\ x •8 �\ 94 946 - - _ x 9478 I I I / \\ \ ��0._ 41. P @ 0.5% EDGE OF VT_52 6.5 ME - - - - - _ � 947.5 -� � 46.6M� - - -- - -- X947.0 1 13843.0 TER -945.4 \ 94 . - 47.2 - - - - �� x 4.6 'x+ �/ WET-49 - - x 950.4 \`-- - - - - -- WET-51 /-- 946. 7.2 X46.5 l \x946.9 - - -- -946.8 - -' 44.01 9 aG9• �\ �� \ \ \\ \\ h // y \\ \ \ x 945.8 V / x 45 43.2 46.6 ME WET-50 9 2 \ l \ \ 44.6 \ \ \ I �1 9� �9 / \ \ \ W 43 941 9 5 8' -, / \ l \ � +� VET_ \ \ \ \\ x 944.6 \ I �\ / \ ` 0 W � ` y =946 42s 9 ` / WETLAND / 943.7 / 1 \ - \ \ \ \\ \ \ 1 1 94 - \ x 2.6 1 \ Q 42. I / '\ - _ // 4 W 6 \ \ 941. \ ),N4.0 \\ \\ x 949.6 I , �.4 916 945.7 g W x 946.8 1 \ 945) 943• 941.7 946.5 / 9 \ - 7 1 1 \\ W `� 844-41944.7 \ \ � / E D E 4 � 943zJ \ \ 941.8 el, �} \ 942. /` x 947 W 94, 9 \ \ 949. 4 9 \\ \ �\ 946�i4 \�\ \ \ 45. W // 946.6 \� / \ x 947.1 \ / �.0 �P� SOU EDGE W 4 7 \ \ 9 3.6 48.6 940.6 \ OF rR K 94C -20 g 1.9 `�2.3 �� ' \ / 947 94 �4 .8 ET_1'�� \ I W aY 1� 945.8x 946.4 946.6 94 .3 / / 9/49.6 �3` \\ \\ 941.8 \ / l x 941'. 4 POND \ x 950. � \ �' 94 \ \ I % / W Vgp33 *9470 \ \ 4 . - X46.2 ,i 948.2 / / 49. x 94 6 \ \ \ l l \\ 942.0 946.5 4 . �1 .8 9 * /i x 945/4 x 8 6. 943 5 ,� 946. 944. 42.9 \ \ \ 9 94 W W �- / W 4 9 6y /� \\ 941. \1x 9 35 I 1 1 \ � yy 945.2 yy / 945. 946.4 946.1 � � WET1 _1 943.2 x 946.5 946. 942. 43.1 �I� 1 �/ 949.2 , \ \ 818 4( 9 6 I \ x 945• 1.3 x 946.8 / / W i 47. 943.1 9, �ij / / / x 945.9 943. x 1 941.9 i i 1 x 947.2 \ \ \ \ � 950.6 T -2 94 .\ W 94 x 946.6 x 946.3 1 I 1 W 4 T �12 S ��(I 1 5.2 x 945.6 9 5 I / U 94 1 ��x 9.8 I "3 I I I I / / \ i x`949.0 x 9 6.2 W\ \ x 946.4 / x / 94 �R I I x 94,1.5 \ \ X44. l 944. 947151 , / �i OF I I 941. i -- \ I 946.7 4446E-7 94 1 `7 GE / / x 945.8 �4 `3 x 945.8 l �� S 4. 9 4 O 946.1 / 942.9 W W E� 950.2 / III 1 r- N W L = 944.0 948. �s 945.7 / / 945.91 _ -- 947.W) / / 44.9 I 945.3 41.9/ No ; x 941.8 1 1 \ x 947.4 WET 2 W/ / \�T25 946. 1 , 949.3 / 51.7 \ x 949.4 '� I 1 \ \ \zg 945.E WET2�` x 945.6 945.6 4 >x 946.0 948.4 x 949.5 x 95,0.6 / / I I 11 \ 94� 7 - / WE127 46.8 / / / 1 I 941.9 11 1 x \ \ ■ 9 946.2 94 .9 50.1 / R x 94 9 1 \ x 947.4 945.6 945.4 Gh'A (/ 946.5 , 2%P 94� \ 48.9 / / /� �� �� 44.9 1 1 \ - -� 9 - jkl 945.3 945 7 x 946.1 i �g 2 1-1 / / / , , , \ 941. 17 20 C8.1 C8.1 Wr_ I _ x 945.1 EDGE OF r x 945.1 REES WET1 _ x 945.2 Ode. o x 945.4 1 1 Z Q J W �- H � c J H it Y M ry ` N U N N E (n 'a p o� w W C M L 0 -r- CL M .FmvaV) EcV,3 0 0 t>,ocoo � Z m Q) p m c U >�0 c m .- Z d (� L auciv� s m rn Dcl tY 1i Uw Z Q J W �- H � c J H Z O F_ V �J 0 Z U w 0cnz V W 0 Q z W p Um LL U J0u MQ � W W MQ W _ PRELIMINARY DRAFT _995.7 x 946.4 x 94 . 't x47.8 5 x 949.2 -9�7 X6.9- - � 9�a' � X947.1 / / / / x945.2----= 9�- r��-- - - - - -J 948.1 /� � 9464 - - - - -` 947 6 --�� 1-1 947.02 PE�p /x 948.1 / � 1 0 // / 95A AGENCY REVIEW - - - - _ - - - - - 948.7 948.6 948 3 - - �� \\ 1\ x 9.9 / x 952.3/ / N M 00 00 0 cn cn M -I � � O m M Lo O m Lo 3: Z � t � Lu 16 Ln 0 Q C Y U 0 0 O LL Y U O w ,TOM O N 0 O ul M M °o� E m N U � E 0 0 0 (n 'a p 0 w 2 _c c - 0 m W L. oar +0) 00 L 0 -r- CL 0 .FmvaV) EcV,3 � W t>,ocoo � Q'n M 0-0 a 0 � N p m ,, v •- t m i> Z d (� L auciv� s m rn 0 tY Z O F_ V �J 0 Z U w 0cnz V W 0 Q z W p Um LL U J0u MQ � W W MQ W _ PRELIMINARY DRAFT _995.7 x 946.4 x 94 . 't x47.8 5 x 949.2 -9�7 X6.9- - � 9�a' � X947.1 / / / / x945.2----= 9�- r��-- - - - - -J 948.1 /� � 9464 - - - - -` 947 6 --�� 1-1 947.02 PE�p /x 948.1 / � 1 0 // / 95A AGENCY REVIEW - - - - _ - - - - - 948.7 948.6 948 3 - - �� \\ 1\ x 9.9 / x 952.3/ / N M 00 00 0 cn cn M -I � � O m M Lo O m Lo 3: Z � t � Lu 16 Ln 0 Q C Y U 0 0 O LL Y U O w ,TOM O N 0 O ul v � N • � W U� ti o Q.) h Wq �o Uw Z O F_ V �J 0 Z U w 0cnz V W 0 Q z W p Um LL U J0u MQ � W W MQ W _ PRELIMINARY DRAFT _995.7 x 946.4 x 94 . 't x47.8 5 x 949.2 -9�7 X6.9- - � 9�a' � X947.1 / / / / x945.2----= 9�- r��-- - - - - -J 948.1 /� � 9464 - - - - -` 947 6 --�� 1-1 947.02 PE�p /x 948.1 / � 1 0 // / 95A AGENCY REVIEW - - - - _ - - - - - 948.7 948.6 948 3 - - �� \\ 1\ x 9.9 / x 952.3/ / N M 00 00 0 cn cn M -I � � O m M Lo O m Lo 3: Z � t � Lu 16 Ln 0 Q C Y U 0 0 O LL Y U O w ,TOM O N 0 O ul EROSION AND SEDIMENT CONTROL NOTES: \ 1 I 943 � �'� 47.9 \ \ \ g4 , 994.17 , g 48.4 \ \ \� \ Ss 1. REFER TO SHEET C4.4, GRADING AND DRAINAGE PLAN SOUTHWEST, FOR GENERAL NOTES. � Y 47.4 ry N 9426 / \x 84.38 .8 ° \ \ \\ O O 47 \ % / S 5Q5 1 N O U \ /✓ \ \ \ \ 2. AT EVERY CATCH BASIN OPENING, PROVIDE THE APPROPRIATE SEDIMENT CONTROL DEVICE (SCD) PRODUCT FROM THE 941.8 �(0 3 FT ARBED\ '9 \ 1 FOLLOWING LIST AT STORM SEWER INLETS: `N w x \ 4 WIRE cE \ O \ FLOODPLAIN a 944.1�43\ x9449 x9454 \ J A. ACCEPTABLE PRODUCTS: ° 46.9 941- " , \ Q 5 ` 1. WIMCO TOP SLAB MODEL RD 23 FOR USE PRE -CURB AND CURB AND GUTTER MODEL CG 23 FOR USE \ \ sz I \ 5 \ \�g�6' S't� (APPROX) FOLLOWING CURB INSTALLATION FOR CATCH BASINS WITH NEENAH R -3067 CASTINGS. o ° 444 I x7\ 944'2 "9447 x \ \\ \ \ \ 4BOUNDARY 2. WIMCO TOP SLABT" MODEL RD 27 FOR USE WITH NEENAH R -2501 OR SIMILAR CASTINGS. z m to 944x78 I \ \941.7 \ x 945 \ 6 \\ 51.2 -A 3. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED LOCALLY BY ROYAL ENVIRONMENTAL SYSTEMS, �, p x 9443 I \ I \ \ / `�. 4x.3 46.1 \ ` , U C m .- r I \ \ \ INC. SCB S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED (NEENAH R -3067 0) v� \ \ x s43e a� 3 525 \ CASTINGS OR NEENAH R -2501 OR SIMILAR CASTINGS). SCB'S SHALL BE EQUIPPED WITH FRAME AND ° p v - m 944 I 94� II1 941.4 \ \1 \ \ / 946 x9 .e \ ` \ �, PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, CL in 0 v w \x9429 9457 3 I WITH A GEOTEXTILE SOCK. x944.X.145. `/ gx9455 x9454 MR E CE x.4 2 NOTE: EROSION CONTROL MEASURES RELATED 4. ROCK LOG DISTRIBUTED LOCALLY BY BROCK WHITE COMPANY, ST. PAUL, MN (651) 647 -0950. ROCK LOGS 0\ 7 SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS \I 941.4 1MI,FR -� x 45� O �(C \ 517 9 52.0 \ � °54.o TO THE FUTURE PARKING LOTS ARE PART OF INSTALLED. ROCK LOGS SHALL CONSIST OF CLEAN, OPEN GRADED CLEAR ROCK (1.5" DIAMETER) ENCASED IN x 944.3 9 ( I`\ 946 m E p / 952 "`r[ x945.1 '\ \\ 941 \ 1 23x9 452 \ � � I / x94a,41.3 \� � THE ALTERNATE WORK (NOT BASE BID A GEOTEXTILE FABRIC CONFORMING TO SPECIFICATION 3886, TABLE 3886 -1 FOR MACHINE SLICE. EACH LOG OWN 549 \ SHALL BE APPROXIMATELY 5 INCHES IN DIAMETER LOOSE PACKED IN SUCH A MANNER TO ALLOW FORMING TO z a 946. 9u \ 941.E I ' 3 51.9 716 CONSTRUCTION). SOIL OR INLET PROFILES 4,6 OR 8 FEET N LENGTH. THE SIDES OF THE GEOTEXTILE LOG SHALL BE EITHER W Z II 0 X14 D9456 ' \ 45.1 949 E I 95 � \ 51 �s \ \ /'� X5.8 FACTORY HEAT SEALED OR MACHINE STITCHED WITH TWO ROWS OF THREADS, CONFORMING TO MN /DOT O ^0. _, x944.411 \ / 52.7 (/ O x9455 x944.9 941. (�j 52.4 x S 3733.2D. MINIMUM INSTALLED THREAD STRENGTH SHALL EQUAL THE GRAB TENSILE STRENGTH OF THE �.2 I\ �11 A \ \ `. �� p /' - \ \ 553 ���� GEOTEXTILE FABRIC. THE ENDS OF THE ROCK LOGS SHALL BE CLOSED WITH A 50 PSI ZIP TIE, OR HEAT Z I x9452 x \ a x9 / �/ s 9 \ SEALED OR SEWN AS PER GEOTEXTILE LOG SIDES. Z) W (n /945 9417 42 \ / x9 .s / , x�6 5. DANDY BAG@ OR DANDY BAG II@ DISTRIBUTED LOCALLY BY BROCK WHITE COMPANY, ST. PAUL, MN (651) J � B \ .14.0 \\ 91' I `\ / 1 9 1 ` e' **.% .:, / / , I ` 4.6 \\ 647 -0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR J z 9469 \ \\ \I \ i / 451 8 541 ! \\ 562 COURSE) IS INSTALLED OR AT EXISTING INLETS AT PAVED AREAS. O �W / \972 \ \\ 941.9 \\ I x x9455 01MM- 11945.0 -�-- ` ( J/ '\ µi I s� 2 54.8 \ \ \555 \ \ 6. OTHER DEVICE INDICATED BY CITY STANDARD DETAIL. O a J x946.7// \ 79 \ \\ 941. �9 \0 x944.8 \\ \ \\ \\ s°.1 /'.' 4 v� /l 913\ I - �a / 4.3 54.91 \ \\ \ .3 li / \ 1�0' -A' P°VL @ 0.5% 9p 9\ r 01 / / 9 IL 569 \ �\ \ 3. REFER TO SPECIFICATION SECTION 01 89 13 FOR THE FULL SWPPP NARRATIVE. / 947. \ x 944.3 \\ \\ \ \ \ s \ 951. x g 4 I g •4 sa.7 55.2 \ 56.8 \ x 945. 0 WE'j x 9 6 \ / 55.x, \ 56.2 \ \ \\ �F \\ \ \ °8 r / ` 53.6 t° 95 5 55.9 \ \ \\ 4. CONSTRUCT TEMPORARY SEDIMENT BASINS AND SEDIMENT FILTERS AS NECESSARY TO CONTROL EROSION. MAINTAIN x9473 / \ lit I. \\\ '� \ \ \� x9446 \ \ I Q9 19514// '\ \\ l \ x9561 \ 546 ' \ \ x9 \\ AND REPAIR SEDIMENT BASINS AND FILTERS UNTIL CONSTRUCTION IS COMPLETE. REMOVE SEDIMENT FILTERS AFTER / \ I 94L \\ 974° I WErI_62 9535 `- \ \ \ \ �- VEGETATION IS ESTABLISHED AND REPAIR SEDIMENT BASIN AND FILTER TRENCHES. / 91& I \ \ \ x 946 \ �.. ao / \ x 97.5 x rr \ ...57.1 / I I x 9456 94L8 \\ \ I 1 I v \ I \ 56,6, \ \\ x9`57 9 I l \ \ \ x9 2-g5 /r \ .�s6s \ 570 PU r 5. PRIOR TO STRIPPING TOPSOIL THOROUGHLY DISK OR ROTOTILL VEGETATION (TURF) INTO SOIL. m \ \ \ \\ 941. 6 I x9462 x 9 I 4 I I �q / ,4 \ \ -- ` /956. \x \ \ v L \ 941.8 ° POND I\ \\ I c \ Q2 ` \ / \ \\ \\ \ ` y576 6. MAINTAIN ADJACENT PROPERTY AND CITY STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY 94ae \ \\ \ / \m \ x 955.3 \ / s \ \ \ \ C \947.6 \ \ x945, x9456 \\ \ / x914 \x9 1 _ \ ss x9555 56.4 \ \ 9564 \ \ BASIS. PROTECT EXISTING CULVERTS AND DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION -v E ° + x 941. 5 I °? \ \ \ / )\ \ \ RELATED DIRT AND DEBRIS. m E ' \ \ \xW 955.8 g,, \ r 9 ? 957. a- 56.5 v x 949.1 462 x9459 9� «I 941.9 I ( i /x 947.2 / < 950.6 \ 9% $50\ \ y �x 9`�' .� x.5 \ \�9 /1 \ C 2 O c4�rN i N 949 �4!C \ \ II F °sw 56.0 \_ / \vj 7. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. a ID '^C x LO 1 941. �4�y x 9458 x 9.... E / y \ ` 5s.o _ \ x945.8 II NWL = y4�F.0 7_' \\ °j 95.24 _ 566 :.3 957. QL�,\ S O t N 9490\ x90.3 \ •dI 9418 III I \ - `I y 950 - �v.. ''s / xg 8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. o- O J I \ x goy ti \ y4 .0 RQ - 5 m v x 950.J I I \ \ _ 949 x 95.6 5512 l •� \ �\ -v U N \ \ \ I 8 \r 549 _ 5s.s E C V) 3 .SO I / / II \ x,9 A7 \ \ \ /955 Z ` 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO v v o 951.0 I x 9 9 I I 941.9 ; fvc @z 1.0% I / /' .9 I a - , \�4d' 95 54.8 / 546 O x-80 I / 94R \ 94L I \ _ `� 50�\ / \ \ BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON v C v o \\ 1 56.0 SHORELAND _j m m \ I \1711..2/ x945 / \\ l� \\ f6 \ \ / \ \ / \ \ \ THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE MATERIALS WILL BE INCIDENTAL TO THE �v •°- t_ m _ yg_ �sP \ xg OVERLAY L L c \ \ / \\ \\ \ WETI 6: \ s�'T1963 / x' f.9 0.7 j \ �f _ = - 9595.25 `\ \ \ �/ \ DISTRICT CONTRACT. 4) Q a> C m C x 9514 _ \ ( i 9450 \ \ ` g.� .� _ /952 \ \ \ \ \ 11x 9454 x 944.2 \\ \ \\ \ \ l,!� „�- � K RAP t C�\ yr� 53.5 \ \T G� \ \ (APPROX) x 7 941.8 9453 \,�-- \ r.6 47.7 J 50.5 9 , 952.6 53.5 \ L / \ p II \\ 941 \ \\ \ �� \ \ \ \ 10. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO V VERTICAL (4:1), UNLESS OTHERWISE NOTED. _ a o \ \\ \ i�IM =945.3 a� x .9A8 O - I 9415 \\ WET1�4 \ 946 )N = 945.0 / _ _ � - - - � � 53.2 \ \ L � x952.5 / \ I I I I \ \\ \ x945.3 \ - `x9ds" ID 47 950.4 \ - \ ss6 952.6 \ 95 \\ \ S 9 V. 11. ALL DISTURBED AREAS OUTSIDE FUTURE BUILDING PADS, OR AREAS WHICH ARE NOT DESIGNATED TO BE PAVED OR x9443 x 944.9 5 I \ x 51.6 \ x 9524 x 952.•5✓\ \\ \ \ x9144 \\ \ \\ 91,51 x945.4 ��6 \ \ 48.8 A \ x9513 \ \\ \ � � RECEIVE AGLIME OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. E \ \ \ v 95,24 1 � x 7 I � \ x 3 \\ 941.9 4.6 \\ \ 13 �1 90�' \ \ x9516 \Q_ 54.3 \x \ \ \ 12. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 30.1 OR 30 SHALL BE UNDERSTOOD TO MEAN 1030.1 OR 1030D. \ x944 x945.6 WETLAND '.45 48.6 9553 \ w 'n x.3.23 I I \ x916.0 •�\\ \ \\ ° _ - s_..;�.s ^\ `\/ x 9525 4.5 x \ \ \ w ' I I \ \\ \\ \\x -�, EDGE \ I \ / � \ \ g .7 \ s� \ FLOODPLAIN '� M \ x9 6 \ 13. CONTINUOUS DEWATERING OF THE SITE IS CRITICAL TO CONSTRUCTION OPERATIONS. CONSTRUCT DRAINAGE SWALES 952 941. *4 / \ g�/ 94BQ \ / \ 956\ )30UNDARY U N \ / 51.5 \ _ x 9518 54.8 g 0 J 94t9 945 9418 x9447 / x -94,29 \� / \ 9 9 AS NECESSARY. REFER TO SPECIFICATIONS. .� \ A \x� �g46.1 x9459 \\ \ \I x \ B � - xg4vz �x9 / i -' 95.21 \ APPROX) \ \ 9 8 x \ F 944 .B / • `�' N w / \ \ \ \ 9! fie � / \ \ � � 47.9 / / ,�j' x 951.2 x9534 / I \ \II \\ \\ /1 \\ \ \\ \ 6 / 46.6 x 7.3 / / Yl / /x9.11 53_y x \\ 955,2 14. IF GRADING OPERATIONS ARE SUSPENDED FOR LONGER THAN 15 DAYS, DESPITE REASONS OR CIRCUMSTANCES, ALL // \\ \ x9423 9P6 .4 s5 \ \ AREAS OF BARE SOIL EXPOSED TO POSSIBLE EROSION SHALL BE SHAPED TO DRAIN WITH MINIMUM POTENTIAL FOR U / 952.7 I \ III\ \ \\ x9454 g7, '`\ 9418 \ )944.° // 1.'16.0 / - J /,f x953.4 x9 6 F_\ \moo_ �95 0 \\ � \ EROSION. THE DISTURBED AREAS SHALL THEN BE SEEDED WITH PERENNIAL RYEGRASS AND ANNUAL WHEAT AT THE / I x951.7 �) x948\3 / %\ \ \\ / / I ° ° i' U.o P1eF x95 '_ x9512 x952.5 9 x 9 RATE OF 10 POUNDS PER ACRE (0.25 LBS. /1 000 SQ. FT.) AND 20 POUNDS PER ACRE (0.50 LBS. /1 000 SQ. FT.) RESPECTIVELY 9518 x944 6 �It I x 949.2 x 951.4 / / / \ -\ O \ �\ Sq,B p -` e e e 8 (�" 52.01 / x951. / / g 952.9 THEN AND COVERED WITH STRAW MULCH AT THE RATE OF 4,000 POUNDS PER ACRE, DISC ANCHORED. x 9�d.2 / I `. \ / / I \ l / / x 9 945.0 x g4k5 h x 946.5 / I \ \\ 941. x 944.9 / x 94.2 7 I x 5 / / / / / /'/ \ x 9547 x x 9 1 \\ 9551 gK5 \I BARBED (WIRE X520 /52 -■,' \ / / 6 I \ \ \ \ 15. TEMPORARY BERMS, DIKES, SLOPE DRAINS, OR SEDIMENTATION BASINS SHALL BE CONSTRUCTED THROUGHOUT THE x94,0'.6 /�94d� / II 942° II / J FENCE I // x9522 \�� ' �� �/� x °""`� 3' 53.2-1 � COURSE OF CONSTRUCTION WHERE THE POSSIBILITY FOR WATER POLLUTION (SEDIMENTATION) MAY EXIST AND THE (� p�"� x 951.8 g sw 955 x 952 4 I 1 1 / / I II / I ® �/ `52.3 / / 53.2 \` - / , - - - - s ) \ \\ x9557 PERMANENT EROSION CONTROLS (TURF PAVEMENT AND STORM SEWER) ARE NOT CONSTRUCTED OR COMPLETELY I /JJ, 52.8 53. / x ' - - 9520 9 / Q f 951. WE71�1 x 94L II< ` / x g'.y` ::' -' Sz.z J d9 53.01 / / 53. \ 4� / - - - zs� sz \ \ \\ 95 ��p \ \ OPERATIVE. ti ,( _ / } �t I A// x946.2 /i \ II II 9443 x944.2 ,8 / F -r' `52.4 / 957. � `» / _ g ' �� \\ ` \ 16. ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL OTHER MEANS OF PERMANENT CONTROL SUCH AS TURF / 53.7 / / / �o / x957.5 9 °j 5�ss 9 9 950.8 \ O� ■ x911'4 0 w� OF !�s 523 x9926 / / \ \ v %3' _ / ' / / ,< \ \ ESTABLISHMENT AND PAVING HAVE TAKEN PLACE. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT O / / `53.4/ / x854 \ \ / / / - \ 7 r; 1 / \\ 9554 THEIR TEMPORARY LIFE AND REMOVE THEM AND WHEN SO INSTRUCTED BY THE ENGINEER. REMOVAL OF EROSION w 1147.9 / 0 II I I S lk I �78��q/ 5 / /x 9521 / / 53.9 'rim0 x 552.7 / x 549 / �\ � \ �4,4�II II / 'ate 9/M'7 / / ` '� 3 / I 952 / //k I x9557 \ CONTROL DEVICES INCLUDES RESTORATION OF AFFECTED AREAS. MAINTENANCE AND REMOVAL WILL BE CONSIDERED vj / 9417 II 9441 x9454 / a / 1.2 / `\ \ \ / / / x9 .2 \1 / I j 94 \\ 951x1 \ INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE MADE THEREFORE. SILT FENCES WHICH U /949.5 / / /9459 �/ 9.77, / , x945.6 x9453 / ( o , / / "' / 53.8 \ 537 / / l x957` I h I / / I / / // x9464 \\ \ \\ Q \ HAVE WASHED OUT SHALL BE REPLACED AND REINFORCED WITH ADDITIONAL STAKES AND BACKED BY SNOW FENCE TO /^ q` \ / If x9'5 / " REDUCE THE POSSIBILITY OF FUTURE WASHOUTS. C� / 948.B� /• x9543 l / \ \ x 7.2 x 9 .4 8v \ l a / T 0 \5 1 / ' / \ \ CS 955.6 52.5 / x 95.22 x x 9555 / V / i--• F / / 4v ' ` / I 53.9 953'4 x \ \ p / / / x 9164 x 94611 \ \ \ 951.0 F� x I 1 / / 9 7 \ 0/ I 9s?e / 49.2 \ \ Fa \ 17. EROSION CONTROL DEVICES - APPROXIMATE QUANTITIES: 9'�'k9 x945.9 x 944'5 / I 53.4 \ \ \ \\ / I /// / 9555 \ \ 17.1. Silt Fence:1,050 If x 9445 // V / 9445 / / 53.6 / \ /� I / I \\ ��b.l \ - - -- 4d 9416 / I 9531 \ / �iEy� x / / /// .8 9448 �..• I I / \ �9\3 ) / E5 / .1aJ \ \ \ \ 17.2. Sediment Logs: 130 If -4 / / 522 T 52.5 \ "956. S x s, Nn 916 / 946.4 / x9443 I s,. ax' 53.6 as / R I goo.$ \ �' � 17.3. Rock Construction Entrances: 1 W 1 / Jp 62. / 4 / \ \ \ / / x954. / S / ,} 4 9 \ \ ^ b / x 946.6 / x 9456 / x 9444 �. sa, Tw x 7 I I '/ x 9545 2 53.2 \ 513 / 9559 945 941.5 2 r x g" g \ j I \ I fin \ x 9537 ` \ / x 953 / / \ \ \x 954.2 � \ \ .4 1 / / 952,1 / � ' 4 .9 4� x 956.3\ < � -944.8 .44.4.4 / ,9945 S7 �, v 514 \ \ / / / x 95215\ \ \ r .L_ .3 / / / I \ \ / / �o \ \ x 49.8 / I 4 Flt WROUGT / kN ix�42.8 / .N1 m x 53.4 cd i \ x 954.5 / / 3 \ \ \\ / p�/ x 945.8 A 942.6 / x944,3 / , .rw \ \ \ �� / � � \ \ \ � � - / 954'5 / x � IRO FENCE M J .945.5 WET 8 82 x 944.9 9" 942.5 6 \ 11 6 x 9451 \, 2.5 \ - / \ 4x.8 / 1 \ \ \\ O 942. 0 9456x: � x948�7 \1 \ 94Q 41.21 \ \ 2. ?e. dK ; sz1,r:. 'S \\ \ \\ x952.9 -_ x953. x952.7 I - \ \ \\ \�� 43 ;142 ( I �9\ GS X1',\942.5 ` F� \ \ \ /1 /x 95Q6 \ x 951.2 E ��� ;r �r� 950. \ \ - / pG \ \ 49 8 1 947.8 x 9F�. x 9 6 /� / % \ \\ 4 a 1 % 52. x 9.8 \ - V/ 947_741 / `CDh \ x 9 .7 ^ �-x 914 \ \ \ 2 5 \ 52.5 .Y 5 51.9 � � x9551.1 50.7 i +. 915 x 94612 (n � 956.2 x 944.5 ,0 // 94Q 9435' x 9444 1 'J \\ \\ / , ,. , /,` 52.5 52!3 1 9 51.4 �95L ..,/ 42 £DLL Gig I t \ TER -�• x 9544 943 J I \ \ 9 942. x9455 g45� o �, '. .Ag _ szs _� 52.1 ° 51.2 95 50 / ,(1 / �g4\ r WA ( I \ ��L""" \ \, \ x 557.8 942.0 gSLO I \ \ A4 , Y B _ .. 52.3 � 52.4 � \ 4 0.6 9456 \\ 47.9 J x9441 I / \ \ \ \ I \3a, ry 52.1 \ ` - .52 3 / 51.8 50.6 / 942.7 r� K 140 1 / x 9452 / x $46.6 \ We-T_5 - \ ` \ c z 94612 \ \ V• 7 I / \ r 9446 ZIX g / I l \ 1 as.,ew w - / 449 x 94J7\ I x 9449 7 / 942.0 // / / x 94.7.\ \ \ \ •� ` \ ` \ _ x•/46 - O� 50.3 50.3 X49.0 / 947. 442 i -�'�' a 5 ]D \� 944.31// / �4J.4 / \ 94.6 , ( 9452 / e� _� / 9,50_ \ E x 948 -�9� -` / / 't \ 948. c R E J ii 942.0 / 9431 / x 9443 914- / 944.7` 44 - \ �, ` \ 1 s 50.7 x gm / w 1 440 f K 9453 G s'0TN 948 4 946 4 FT WROUGT x8448 / C \\ 945 as.,e ..� x Z1 951 / g3 947. IRON FENCE x 943.2 9(38 /// / \ _ / zQ \ WET -53 G 9 1 B / \ ��7..Tr x 947.7 \ 9 gk / / 6 5 x 9446 9\ \ 9�J . �� - 9b� ...�q7s aa.5 4'S �_ - -_fT 950 -J WET- I \ op, I 942.2 / //k 944.4 pE\ F \ \_ \ rte- .47.5_.._ a45- -. s - 138 _ _� � \ -"'"- `! 949 tl� �/ 947.4 I k 946!1 � 9465 / / + 942.9 \ - �- ' / 1 \ / 946.8 \ \ 9428 1 `_.._ -.. g7 \ , - - -� �� r'' �.,. 947.5 x9478 I / WET_132 ` 9 7.4 91 43.1 9 942.2 / / \ W EDGE OF T_52 `r: E - 8 WET 137 } - c 4s. _ 9,731 � / x 944 p/•(�� � 9 7 13 3y� 430 TER z 9454 WET 4 � ,r -_ u_49 C � g 7y4g7 x 9�• 9.� 94 // / x 451 9439 y T1_it WE 12 \, - - - / x 94.2 Sri 9.76 - 1 _ 1 ,fig � 46.6 M r 9�.0 \ AB REED WIRE 9 �r 946.9 \\ \ \\ \ 8 E 941 1\ 9{^5- \ B _50 \ \ w X 13 4ss 941.9 // x 9447 FENCE \ \ \� •0 ` w \ \ \ \ -- 2 w WETLAND � \_11 v\ 9 f 942.8 \ ' 946.6 \ \9 W .4 __ \ x g� �\ 945.7 2.6 9 .5 ' \ w 42 .fj /` x 946.8 EDGE p, 4 / 6 949.9 931: 7 947.5 x 9441 \ �� 5.7 1 l 4'� \ \x B 94A 913 941.7 942. 946.5 / x94 \ 45.1 94 x 944 x 9456 x 944.2 4 F 9 9 9 4\ 1 W \ x 947.1 47•' 941.7 / / x x444 \ ' _i6 0 w \ SOUTH E w .7 946.6 9451 / �Q ��S _ 44. 940.6 g 0 4112.3 / g •6 94 . T Of 848.6 �4� x 952.8 499 .2 ✓'(� x 945.1 W 940.3 DF4;K K W .� 9 1' 945.Bx 946.4 946.6 9 3 / �/ 9 8 / 9 x95 .4 x 944.5 x 945.2 945.2 \ 40.43? \ / S I k / / ,"ETi_ 4 94 . y ■ 947.0 ,�4s.2 a48.z // 499 P BARBED WIRE 9421` / 9450 945.4 S x 945.1 EDGE OF 5 942.0 946.5 9458 948 446j42.9 9 / N G �/ / x 953.3 \ \ s '9 FENCE x E F CE x 945.4 P S x 945.1 SEES WET`_ \ 9452 W W 945 x46.4 646.1 \ \ W 9 \ \ R x 945.2 NET1 _i 432 = 948.5 946. 43.1 s .4 / x 49.2 //9 51.4 / / G x x46.8 y42' \ 1 7• j' / x3.1 �'�4 \ \\ \ ) 646.5 x 9450 945.1 945.2 x 945.4 \ v6M.08 94 x 945 1.3 9 943.1 9 951.4 \ x9449 x 944.9 ' x 945.2 945.4 x 946.6 x 948.3 / /x 944 9 947 4 •8 9 .3 954.9'3 I ,5 948.0 `9440 945.6 45.3 x 945.2 x 945.6 x 9 .2 x 946.4 .8 945.3 \ 9 O 948.1 946.7 9429 ,A/ 4MW 94 .1 �OG� O 950.2 9525 STO 5 .3`x .94 .5 x 945.3 945.7 - 947 �' / C/f cp` 945.3 41.9/ / . 5 ► g 945.9 949.3 / x 951.7 954.2 x 9447 x 944.6 x 9 ./ 945.9 945.5 L l 4TER \ E 5 9455 9 945.5 x 945.6 946.0 WET2 - - i 948.4 x ,0 / / /� \' 5• ^ 947.7 945.5 945.8 x949.5 95 6 5 � E x 945.1 945.6 g�,r, 4 Wc-T27 45,8 / P � 855.5 955.y '{ ` x 9446 -945.3 x 945.2 �Q 945. 945.4 GRA '9 946.5 x 946.2 9 94.9 .9 50.1 x 945.1 OG 945.3 945.3 945,7 x 946.1 / 4g, / / 955.6 x 9 951.5 x 945.3 x1945.8 945.2 SN 945.8 x 9 .79 x 946.4x g ;� 9 7rti3.q i 547.8 949.2 / 1.7 / x 54.9 955.7. O X44.9 9�,7 =gam` 7- - = �9h5:i' - _ = - i 9 9 47.1 / / / / / / 956.0 951.6 ` \ 945.5 _ ��```` 439 x 9445 9`5.9 47.0 _ - - - - - - - 947 946.1 / /947.0 u2xp \ / 948.1 / +'>35 0 / / / / 54.1 955.8 !�\ Z x g._ > x 944.6 x 944.5 / - - - - 48.7 948.6 1 \ I x 49.9 x 952 955.7 x 5j 4 .9 ` 945.9 x 945.0 47.3 / - - �g49\.9 \ - - 948 -3 \ 955.9 x X58,1 \� 9529 Q x 945.1. 945.5 945.7 947.6 / - ` \ \ 9 B / / / / 95.5 / 9�:1 \ \ W x9 \ x9448 ` 945.4 / / -LIIV FE - '950.9 9 .3 \ \49 956. WI FENCE 945.2 / i r""'r a r0� eH� - - - �� \ x 944.6 x 945.1 / / �r - x-951.3._ .� \ \ \ \ \ \ x 95Y6 / / 55.0 956. Q \� 954.1 \ 447 947.8 // 951.2 \ \ 9476\ \ \ G� \ 9450 945.9 952.8 /,¢��- - ��� HA \ \ \ \x 953.3` O x 945.7 945.6 / / 9529 \ \ \ \ \ \ \ / 956.5 S� 956 42.9 \ ` 447 / / 527 951.7 -tINiE FF.IJ ` x \ 1 \ / 011 ■ . " 9423 x 944.2 x s .8 945, / / 932 ss3.o \ \ \ \ \ \ ` BARBED WIRE 1 'A�FI 8 945.6 / , \ 2952.9 \ \ \ \ x 957.2 1 x 9445 9457 9 7.3 47,.� / / �53. / / 95 .3 3.2 \ >\ 4 y x \ 1 945.3 50.0 53.1 9 ,o \ x944.8 ` 945.3 ■,7� -8 / / / / / / 953.3 \ GRAVEL 5 1� \\ \ \ \ \ \ \\ \ x� .0 956.6 955.8 945.5 X1'945 xa45.z / / / / \ s1.7 9 8 \ \ \� as�4 653.0 953.2\ 950.4\ \ \ \ 528\ \ to 957.4 x 54 4 \ x944.4 ` 9442x 944.1 I / / / / / Z97 / / \ ` 952)3 / 952.2 / 953.1 x 953.2 x953.0 \` 953.3 \ \ \ \ 9413. \ \ \ \ x 956 -6 956.6 \ \ \ x 94a.s x 944.9 k6' / / �P x 942.4 945.3 y1 / O \ 953.3 I \ \ x 950.6 \ \ \\ \ l� 4 \ x 9422 \ x 9446 / 943.9 o A2 y"' / / / \ \ / x 953.2 x 953.3 71�` \ ` x 958. g6 \ c� / \ \ 944.2 _ 94 . S /8���F00 H fN 52.7 \ \ \ \ 953.q / O 957.8 \7.5 \x 955.8 \ 9527 \ x 942E / x 9427 F'� / CINK E 62.7 953.0 \ \ __// x 953.3 953.0 \ \ \ \\ S S \ la7 \ \ \ z 943.5 '\ OF x 945. 47.0 / / x 90.0 S \ 95407 2\ \ \ \ \ 0 / \ x 952.3 952.7 952.1 35 9 \ \ \ \ \ \ \ x 943.4 9'1�F.0 .5�QGF' x 9 -� / / / P S \ x 9527 9522 x 953i 95��. \ \ \ �� \ \J w 9'58.6 \ \ \ 944.46 / 952.9 / G R / x 953.5 x 953.5 x 953.3 \ 9528 9528 \` 50'7\ \ \ \\ 954.1 \ 957.1 958 \ 95 1 (:. x 4413 943.6 y h p�S / � \ 952,9 \ N 9 A x 944.1 15 �/ (' !9 x 953.3 6 FOOT CHAIN \ \ \ \ \ \ \ \ \ s5 o w \ ■ 9429 40 '� x 9434 9� / � II x 953.6 \ LINK FENCE x 953.5 � \ \ \ \ \ \ \\ \ \ \ \ \ xs E \ � \ w 953.8 1 ASH \ ■ 943.2 x 943.5 v 942.9 943.7 ` ` GJ x 49.9. I - -- \ - ..-.. x 953.1 \ 95310 \ \ \ \ 1 1 I g ■047.7 \ 43.8 , /943.0 x 943.1 / / / / �x� �/ 953.1 l I \9525 952.6 953.0 x 953.4 \ 9 \ \>r F007 CHiVN\ 958.6 , 58.9 \\ ) .6 ♦Z �o „! O z EROSION AND SEDIMENT CONTROL - OPERATION SCHEDULE 1. SILT FENCE 2. SEDIMENT CATCHES AT CATCH BASINS 3. ROCK CONSTRUCTION ENTRANCE 4. TEMPORARY DRAINAGE SWALES INSTALLATION REMOVAL n INSTALLED PRIOR TO ANY GRADING/ SILT FENCE SHALL BE REMOVED Z CONSTRUCTION, UNLESS OTHERWISE FOLLOWING ESTABLISHMENT/ Q NOTED. RESTORATION OF SURROUNDING VEGETATION. V IMMEDIATELY FOLLOWING CATCH BASIN FOLLOWING TRIBUTARY DRAINAGE AREA p INSTALLATION. RESTORATION AND FOLLOWING 70% OF J '2) Q VEGETATION ESTABLISHMENT IN 100% OF O O N THE WATERSHED. _ 2 Cl) Z Cl) ) W v) M O V z O O M INSTALLED PRIOR TO ANY GRADING/ UPON ROADWAY PAVING OPERATIONS. Q z_ O UU? CONSTRUCTION. V W = Z OQz EL t aQ-� DURING THE COURSE OF GRADING DURING FINISH GRADING OPERATIONS W < a OPERATIONS. AND ESTABLISHMENT OF DRAINAGE a LO v o rn m WAYS. o � F0 o LEGEND J Y Y 1 REFERENCE KEY TO SITE DETAILS EROSION CONTROL KEY LEGEND J DETAIL I.D NUMBER (TOP) Q C8.1 DETAIL NUMBER (BOTTOM) 1 m OA SILT FENCE W C8.1 EXISTING CONTOUR 1 OB HEAVY DUTY SILT FENCE C8.1 Q PROPOSED CONTOUR 2 OC ROCK CONSTRUCTION ENTRANCE C8 1 m PROPOSED SPOT ELEVATION ME = MATCH EXISTING O SEDIMENT FILTER AT STORM SEWER INLET - - PROPOSED SILT FENCE Cg 1 O EROSION CONTROL BLANKET C8.1 4 O SEDIMENT LOG 4 O PROPOSED SEDIMENT LOG C8.1 C8.1 N PROPOSED ROCK CONSTRUCTION ENTRANCE C8 1 ■ o 3 EROSION CONTROL BLANKET C8.1 O PROPOSED MANHOLE (MH) 9 C8.1 PRELIMINARY DRAFT ® PROPOSED CATCH BASIN (CB) 10 08.1 qO EROSION KEY NOTE AGENCY REVIEW t N ■, IWL -944.0 i i i WET1 _65= `WET1 63 \ WET1 _64 WETLAND EDGE \ \ SEED MIX #2 AND MULCH T BARBED WIRE WET-57 FENCE EDGE OF WA TER c 1 WET-551 WET-54 i 1 LEGEND ry REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) M CD ` o\ SHEET NUMBER (BOTTOM) \ 4" MAIN IRRIGATION MAINLINE r Mg1N 4 \\ \ (NUMBER INDICATES PIPE SIZE) Z m WET_6G / _ ��� _ -I.- \\ \ 1 1/2" IRRIGATION PVC LATERAL PIPING m y I 5 1 WAIN �O \ \\ \ (NUMBER INDICATES PIPE SIZE) o v m ftft 2' F2" 4 4"Mq� SHORELAND IRRIGATION CONTROLLER/ 4 9 3" _ = WAIN mw c \\ OVERLAY HT WELL /SERVICE CONNECTION: Ca.3 ca .3 I 2" � � 41, � �\ i � \ F- DISTRICT � IRRIGATION ELECTRIC VALVES: Z I %%41, ` G \ \ /APPR X 3,. TOP = ZONE NUMBER 5 Q Q �1 1 �� ` \\ \ \ ) BOTTOM = VALVE SIZE cs.3 Z J QUICK COUPLING VALVES C8.3 ,.Z 9 \ s \ Z W ISOLATION GATE VALVE O SEED MIX #1 / �''• �\ \ IRRIGATION TURF HEADS: p Q NOZZLE (FULL /PART) �•. \\ ` \ \\ \ I ® •® I -20 SPRINKLER U) ca.3 Q � SLEEVING (BELOW ALL PAVEMENT AREAS) Z ° FLOG PLAIN Q SEED /SOD LIMITS � J I 1 2" / 1 i 1 I l 1 N SEED AIX #1 N 7 1 -1/2" :'- � -___ 2'• SEED MIX #1 � o � \ -SEED MIX #1 1 -- C, 'Q WET-53 F� 'Vlrl W EDGE OF WET-52 WATER WET1_ ET1 -11 WE _12 1 ♦ W W I I SEED MIX C. 0 I WET-51 IV SEED MIX #2 AND MULCH ET1 -10 G, WET1 -14 M W SOUTH EDGE + �O S WET1_ I ft OF CREEK WE 1_20 w ,tea EDCE OT1 No Iry w P S S F TREES WET1 �, w G � , WET1 _19 + WET1 _18 1 1 " WET1 _9 W WET1 W ?_ W �W WET1 _2 .D., \, N .i zt N N 41 N P �i iN 46 SEED MIX #1 I I I I 1 I I 2„ 1 -112' ° 1-112' a 0 0 W W "'_� W W WET-50 )WXXET25 � WE WET24 W ffi w WET-49 w N NI 5 - Ponderosa Pine BOU N ARY (Pinus ponderosa) 6' ht, B &B (AP P ROX) " DECIDUOUS TREE v � may`' IRRIGATION NOTES: 3 3 I M \ \ 1. IRRIGATION SYSTEM IS DESIGNED FOR 60( + / -) PSI AT THE BASE OF ALL HEADS. NOTIFY ENGINEER /LANDSCAPE y E a. a, \ \\ ARCHITECT IF EXISTING PRESSURE DIFFERS. a L m E -16 \ 2. WATER SOURCE: WATER WILL BE AVAILABLE FROM A NEW IRRIGATION WELL PROVIDING APPROXIMATELY 150 'v v N f, \ GALLONS PER MINUTES. COORDINATE WITH WELL CONTRACTOR AS REQUIRED. 3 L m SLeD MIX #2 \ 3. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO THE s O t 4) AND MULCH a o \ LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELD CONDITIONS. HEAD LOCATIONS ® SHALL BE FLAGGED AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. E C N N \ 3 4. COORDINATE INSTALLATION WITH THE WORK OF OTHERS. v \ \ 2 J N 6 5. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS, HOWEVER, IF THE CONTRACT DRAWINGS m ,� -v s \ AND /OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TO BE USED, THE 4 v j> y L L '- CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THE MANUFACTURER. ALL SUCH v 0-4) v m LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY THE s m j C .� m i\ \ ENGINEER. - v- - v O 6. CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO \ \J TRENCHING. a . CD \ _ 7. LATERAL PIPING SHALL BE A MINIMUM OF 12 INCHES DEEP AND MAINLINE PIPING A MINIMUM OF 18 INCHES h d DEEP (24" MAX. DEPTH). ENGINEER /LANDSCAPE ARCHITECT SHALL BE NOTIFIED TO VERIFY TRENCH DEPTHS W v \ BEFORE BACKFILLING. M 8. ALL MAINLINE PIPING SHALL BE PVC (SDR 21/ CLASS 200). LATERAL LINE PIPING FOR BALL FIELDS SHALL BE ± I > O 0 \ PVC (SDR 26 / 160 PSI). Gj a w TCS 9. ALL SPRINKLERS SHALL BE AS NOTED ON LEGEND. U 10. ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER GRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT HEADS HAS OCCURRED. • 11. ALL RISERS, BACKFLOW PREVENTORS AND HOSE BIBS SHALL BE SET PLUM. SPRINKLER HEAD RISERS, QUICK COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SET PERPENDICULAR TO FINISHED GRADE. 12. CONTROL VALVE WIRES SHALL BE #10 GAUGE U.F.U.L. APPROVED DIRECT BURIAL WITH THE EXCEPTION OF 7 c GROUND WIRE WHICH SHALL BE #10 GAUGE. N 13. PLACE ALL VALVES IN APPROVED VALVE BOXES. S 14. USE TEFLON TAPE ON ALL THREADED JOINTS. R 15. CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING O • COMPLETION OF SYSTEM INSTALLATION. Ln 16. CONDUCT AND DEMONSTRATE TO OWNER THE WINTERIZATION AND SPRING START -UP PROCESS IN THE FALL C� OF COMPLETION. O W O 4 FT WROUGI 17. ZONES PROVIDING OVER 100 GPM SHALL BE 3" PLASTIC GLOBE VALVES. ZONES PROVIDING BETWEEN 60 TO V 100 GPM SHALL BE 2" PLASTIC GLOBE VALVES. ZONES PROVIDING LESS THAN 60 GPM SHALL BE 1 -1/2" V U W SEED MIX #2 IRON FENCE PLASTIC GLOBE VALVES. OC AND MULCH WET_144 18. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT NECESSARY TO MAKE THE Ln W ° WET_143 WET_142 WET_145 SYSTEM FULLY FUNCTIONAL. O U soI��i•��� WET_141 LANDSCAPING NOTES: EDGE OF 1. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE OWNER'S WATER CONTRACTOR PROCEEDS WITH SEEDING. ET-146 i 2. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED (BY OTHERS), UNLESS 11■ OTHERWISE NOTED. NVET_140 *# 3. ALL SLOPES OF 4:1 OR GREATER SHALL RECEIVE FIBER BLANKET. REFER TO SHEETS C5, C6 AND C7 Z � �E - - WEI FOR DEFINED GRADING LIMITS. O �� C 4. TREE AND SHRUB PLANTING WILL BE ACCOMPLISHED UNDER A SUBSEQUENT (FUTURE) CONTRACT. WET_47 �♦ 5. ALL TREES TO BE BALLED AND BURLAPPED. V WET_133 i 6. ALL TREES AND SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH. p fn Cl) 7. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE O 00 WET-48 �r� ET MATCHED. ALL OVERSTORY TREES SHOULD BEGIN BRANCHING NO LOWER THAN 6'. '^ Q Q N V♦ _ Cl) WET_132 i 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO PLANTING RELOCATED Z (� LV U) ch �\ T ES OR F ELD LOCATION BY LANDSCAPE ARCHITECT. O (n Z JO M U) _ 4 LANDSCAPING REQUIREMENT (Section 1070.030): V w Cn Bleachers and Press box: 2,716 square feet Q Q Z a a WET_131 ♦ Code requires 1 tree / 1,000 gross building floor, so 2.8 trees required. J Q LU �, ,0 W `r WETLAND _ W EDGE - - w / W / SOUTH ED / F CREE / W W WET27 12 °PEP 12 "PEP W W �♦ i i WET_130 WET 135 'rr� WE G� 0 15 30 ft PRELIMINARY DRAFT AGENCY REVIEW WpC� Q O a ° U � LL J Ye (� o LL J0O 0 � MQ W W Cn Q m CD N ■ o A.- a� t N OPTIONAL SUPPORT 5' MIN. LENGTH POST FENCE (WIRE MESH) ENGINEERING FABRIC METAL STAKE OR OVERLAP FABRIC 6" AND WOOD POST FASTEN @ 2' INTERVALS 30" MIN. EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH DIRECTION OF TAMPED NATURAL SOIL RUNOFF FLOW 6" MIN_ M I I -III III =1 11 =1 I I I— I II I I II III 1= NATURAL SOIL 6" MIN. 24" MIN. BURY DEPTH _ II III -III III�I NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES SILT FENCE PROPERTY /R.O.W. LINE EXISTING PAVEMENT TO REMAIN SO, WOOD METAL GEOTEXTILE FABRIC POSTS: 4" DIA. (MIN) 1.3 Ibs /If (MIN.) HEAVY DUTY (IF USED WITH @ 8' (MAX) @ 8' (MAX) ENTRANCE SUPPORT FENCE) SPACING SPACING POSTS: 2" SO. (MIN) 1.0 Ibs /If (MIN.) "T" OR NORMAL USE (IF USED WITHOUT @ 4' (MAX) "U" SECTION @ 4' SUPPORT FENCE) SPACING (MAX) SPACING OPTIONAL SUPPORT 5' MIN. LENGTH POST FENCE (WIRE MESH) ENGINEERING FABRIC METAL STAKE OR OVERLAP FABRIC 6" AND WOOD POST FASTEN @ 2' INTERVALS 30" MIN. EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH DIRECTION OF TAMPED NATURAL SOIL RUNOFF FLOW 6" MIN_ M I I -III III =1 11 =1 I I I— I II I I II III 1= NATURAL SOIL 6" MIN. 24" MIN. BURY DEPTH _ II III -III III�I NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES SILT FENCE PROPERTY /R.O.W. LINE EXISTING PAVEMENT TO REMAIN SO, 12" -- - - -t -x __J _ 6" O . . . . . . . . . . . . 3A O l�J NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 6" STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Q 1Q. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. O BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. O ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ® THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5Q CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. EROSION CONTROL BLANKET C8.1 SEDIMENT LOG \. STAKE TO BE PLACED AT TOE OF SLOPE, BOTH SIDES A <O� W W W y W . 4. W W W ` � W • ••! W W •Y gg # W G '4 W W W ¶jam O } O W W W W W W W W INSTALLATION DETAIL WOOD STAKE SEDIMENT LOG WOOD STAKE TO PENETRATE NETTING MATERIAL ONLY FLT I /- BOTTOM OF SWALE ' N STAKE DETAIL SEDIMENT LOG C8.1 4" SLAB AND 6" SAND CUSHION (FUTURE) FINISH FLOOR (FUTURE) FINISH SUBGRADE (FUTURE) [FINISH GRADE (TURF) MINIMUM EXCAVATION oc rUNSUITABLE 0 V.0" (TYP) 5' -0" LU FOOTING 1 (FUTURE) 1 ENGINEERED FILL EXISTING POORLY GRADED SAND NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. ENGINEERED FILL - DUGOUTS C8.1 DEI 6" MIN �� I -1 11 =1 I I= HAND TAMPED 1/8 O.D. I —I i I I i I I i I —I I SAND (4,• MIN.) I_ —i -- I NOTES: 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, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. K7i PIPE BEDDING - PVC C8.1 c 0 SAND SUB -BASE UNDER TRACK (EXTENDED) HAND TAMPED SAND PERFORATED PVC PIPE z .III =1 I I =1 I I =1 I PEA GRAVEL _III— III — III —II o 22 =1 I I =1 11 =1 I I =1 I -_ I► I III —III —I Ill Ill- - — — — _ _ _ NOTES: �1�11111�11111 1111let 111 11111II11-IIIIt;,IIlI;,lllt; 11 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, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. 8 PIPE BEDDING - c8.1 PERFORATED PVC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 27" �. I PRECAST CONCRETE CONE SECTION U O 4 - MN /DOT TYPE IV GEOTEXTILE FABRIC - MN /DOT 3733 CLASS III RIPRAP - MN /DOT 3601 VARIES - REFER TO PLAN PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE DEPICTED BY PROPOSED GRADES IS MAINTAINED 12 RIPRAP OVERFLOW SWALE PLAN FINISH GRADE GEOTEXTILE FABRIC CLASS III RIPRAP N SECTION B - B NiIk 1� 5 Jf A T STEPS ON DOWNSTREAM SIDE 5D j PLAN INISH GRADE G XTILE FABRIC -.,LASS III RIPRAP i RUBBER GASKET, TYP ALL JOINTS j�i . E� _ N MIN. VARIABLE W �,--,I e ?- �O`� Q 15 _j III'-`'`I 1! . 1 1 11 I III I I III III —III III I I Q 5D GROUT SHELF AND CHANNELS FABRIC SHOI' J COVER THE AREA OF TV RIPRAP AND EXTEND UNDER , HE CULVERT APRON 3' SECTION A - A �s RIPRAP - FLARED END SECTION BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 9 STORM SEWER MANHOLE CONCRETE PIPE TIES ("U" BOLTS) TRASH GUAK `KITH 5/8" DIA. RODS AT b N CENTER. FASTEN TO I ' WITH 3 HOT DIPPED GAL IPS METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE "RIM ELEVATION" RIPRAP - REFER MIN. 2 AND MAX. 5 ADJUSTING TO DETAIL RINGS. GROUT BETWEEN © PRECAST COVER - RINGS, CASTING, AND ALONG 8" THICK J OUTSIDE. 13 "U" BOLT REQUIREMENTS STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. STORM SEWER PIPE - SEE VARIES RUBBER GASKET - UTILITY PLAN FOR LOCATION, TYP AT ALL JOINTS NOTES: INVERT, AND SIZES 2 - "U" BOLT FAST' .cRS TO BE INSTALLED ACROSS EACH JOINT, ONE EA- SIDE OF PIPE AT 60° FROM THE TOP OF PROVIDE FLEXIBLE JOINT I PRECAST CONCRETE THE PIPE. FP , EN FIRST THREE JOINTS AS SHOWN. AT CONNECTION - I SECTION REFER TO SPECS 14 RCP FLARED END SECTION GROUT SHELF AND IF (FES) CHANNELS BASES SHALL BE 8" g 7'1 STANDARD PRECAST 1 WITH 2" LEAN GROUT, FLT_ OR POURED 8" SLAB FL =_ REINFORCED WITH 6 "x6 "10110 MESH poi CATCH BASIN PIPE SIZE "1" TO 2" WASHED ROCK I WIDTH GEOTEXTILE FABRIC 1/2" (Mn /DOT CLASS V) NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC s" MINIMUM THICKNESS ENTERS OR EXITS THE CONSTRUCTION SITE 2 ROCK CONSTRUCTION C8.1 ENTRANCE 12" -- - - -t -x __J _ 6" O . . . . . . . . . . . . 3A O l�J NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 6" STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Q 1Q. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. O BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. O ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ® THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5Q CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. EROSION CONTROL BLANKET C8.1 SEDIMENT LOG \. STAKE TO BE PLACED AT TOE OF SLOPE, BOTH SIDES A <O� W W W y W . 4. W W W ` � W • ••! W W •Y gg # W G '4 W W W ¶jam O } O W W W W W W W W INSTALLATION DETAIL WOOD STAKE SEDIMENT LOG WOOD STAKE TO PENETRATE NETTING MATERIAL ONLY FLT I /- BOTTOM OF SWALE ' N STAKE DETAIL SEDIMENT LOG C8.1 4" SLAB AND 6" SAND CUSHION (FUTURE) FINISH FLOOR (FUTURE) FINISH SUBGRADE (FUTURE) [FINISH GRADE (TURF) MINIMUM EXCAVATION oc rUNSUITABLE 0 V.0" (TYP) 5' -0" LU FOOTING 1 (FUTURE) 1 ENGINEERED FILL EXISTING POORLY GRADED SAND NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. ENGINEERED FILL - DUGOUTS C8.1 DEI 6" MIN �� I -1 11 =1 I I= HAND TAMPED 1/8 O.D. I —I i I I i I I i I —I I SAND (4,• MIN.) I_ —i -- I NOTES: 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, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. K7i PIPE BEDDING - PVC C8.1 c 0 SAND SUB -BASE UNDER TRACK (EXTENDED) HAND TAMPED SAND PERFORATED PVC PIPE z .III =1 I I =1 I I =1 I PEA GRAVEL _III— III — III —II o 22 =1 I I =1 11 =1 I I =1 I -_ I► I III —III —I Ill Ill- - — — — _ _ _ NOTES: �1�11111�11111 1111let 111 11111II11-IIIIt;,IIlI;,lllt; 11 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, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. 8 PIPE BEDDING - c8.1 PERFORATED PVC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 27" �. I PRECAST CONCRETE CONE SECTION U O 4 - MN /DOT TYPE IV GEOTEXTILE FABRIC - MN /DOT 3733 CLASS III RIPRAP - MN /DOT 3601 VARIES - REFER TO PLAN PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE DEPICTED BY PROPOSED GRADES IS MAINTAINED 12 RIPRAP OVERFLOW SWALE PLAN FINISH GRADE GEOTEXTILE FABRIC CLASS III RIPRAP N SECTION B - B NiIk 1� 5 Jf A T STEPS ON DOWNSTREAM SIDE 5D j PLAN INISH GRADE G XTILE FABRIC -.,LASS III RIPRAP i RUBBER GASKET, TYP ALL JOINTS j�i . E� _ N MIN. VARIABLE W �,--,I e ?- �O`� Q 15 _j III'-`'`I 1! . 1 1 11 I III I I III III —III III I I Q 5D GROUT SHELF AND CHANNELS FABRIC SHOI' J COVER THE AREA OF TV RIPRAP AND EXTEND UNDER , HE CULVERT APRON 3' SECTION A - A �s RIPRAP - FLARED END SECTION BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 9 STORM SEWER MANHOLE CONCRETE PIPE TIES ("U" BOLTS) TRASH GUAK `KITH 5/8" DIA. RODS AT b N CENTER. FASTEN TO I ' WITH 3 HOT DIPPED GAL IPS METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE "RIM ELEVATION" RIPRAP - REFER MIN. 2 AND MAX. 5 ADJUSTING TO DETAIL RINGS. GROUT BETWEEN © PRECAST COVER - RINGS, CASTING, AND ALONG 8" THICK J OUTSIDE. 13 "U" BOLT REQUIREMENTS STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. STORM SEWER PIPE - SEE VARIES RUBBER GASKET - UTILITY PLAN FOR LOCATION, TYP AT ALL JOINTS NOTES: INVERT, AND SIZES 2 - "U" BOLT FAST' .cRS TO BE INSTALLED ACROSS EACH JOINT, ONE EA- SIDE OF PIPE AT 60° FROM THE TOP OF PROVIDE FLEXIBLE JOINT I PRECAST CONCRETE THE PIPE. FP , EN FIRST THREE JOINTS AS SHOWN. AT CONNECTION - I SECTION REFER TO SPECS 14 RCP FLARED END SECTION GROUT SHELF AND IF (FES) CHANNELS BASES SHALL BE 8" g 7'1 STANDARD PRECAST 1 WITH 2" LEAN GROUT, FLT_ OR POURED 8" SLAB FL =_ REINFORCED WITH 6 "x6 "10110 MESH poi CATCH BASIN PIPE SIZE "U" BOLT DIA. I WIDTH 21" & LESS 1/2" 24" TO 36" 5/8" 24" 4. -O 54" 3/4" 24" 60" & G. 'BITER 1" 24" C8.1 SLOPE MAY VARY V CAP OF TOPSOIL CAP BLOCK OVER FREE DRAINING AGGREGATE FREE DRAINING Y — — 7- - AGGREGATE W LU - LIGHTLY I / COMPACTED %Ei ®� ®tr / If FILL FINISH GRADE I DRAINTILE DAYLIGHT THROUGH I FACE OF WALL AT MIDPOINT / F WALL LENGTH COMPACTED CRUSHED ROCK OR PEA GRAVEL - 100% PASSING NOTES: THE 4" SIEVE AND A MAXIMUM OF 5% PASSING THE #10 SIEVE. 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, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. r7 1 PIPE BEDDING - RCP & DIP C8.1 X8.1 mi 1 �� � �•�' ,ate' ,ate' ,ate 1 ,. [`' �_ •• • , ! v' ..emu :_.uIlFl JI. IP11 =11� ' Ir11 =1�11.= 1 .11�ll' 11 '1 '1 • � I A WALL BASE SEED (BY OTHERS) 15 AGLIME AT TURF EDGE C8.1 PAVEMENT LIMIT AS SHOWN ON PLAN PROVIDE 2% CROSS SLOPE (TYP) REFER TO GRADING PLAN FOR 2" DIRECTION VARIES 1 =1J=i IIh— Ih41 I— III— I'III —I 2" BITUMINOUS WEAR COURSE 111 —t11 111 tit IIL_ 6" AGGREGATE I�I1 -RIII �- BASE COURSE 16 LIGHT DUTY BITUMINOUS C8.1 PAVEMENT T 1 T FINISH GRADE co D_ O_ M M o SAND /PEAT N N PRESCRIBED TOPSOIL °Eo�m U L;E )>Ooc N rn 3 oar O 0 IRRIGATION LINE O EcaiN Z m y SAND DRAINAGE t C BED (ON -SITE CLEAN M 3 m SAND MATERIAL) 0 4) U) O •- L 4) N 2 @L m r 4) C Z p L 0 L 4) Q m m s m acv rn Z 6" DRAINTILE - REFER TO PLAN FOR SPACING, INVERT AND LOCATION P_17� INFIELD DRAIN TILE AND IRRIGATION C8.1 18 SOIL STORAGE AREA C8.1 VERTICAL. BOTTOM CHORD BRIDGE SUMMARY — TOP CHORD Keystone Ped estrlan Bridge 25' Bean n 10" Width Deck Type: IPE (Hardwood) Bridge Finish: Painted Mm Broom DIAGONAL r WOOD DECK WOOD BOTTOM SECTION ION BRACE BRACE DIAGONAL DECK BRACING BRIDGE PLAN 19 PEDESTRIAN BRIDGE C8.1 FRAMING SLUF't - JLUYt 2%0" COARSE FILTER A6�If �6A iq III —III— •.:• II— III —III — III —III • - • � III —III —I DR FREE SAND BAS "o— o •• I— III —I — I I N • • •. III —III ; APPROXIMATE ELEV I I —III OF POORLY GRADE _ •• • : •• I I I —I :III — III —III — .:. I I —I I I "0o INFILTRATION TRENCH C8.1 TOP .. «.,.�..., ..,.�,....� ABUTMENT TOP CHORE)\ END FLOOR BEAM .. AODD DECK CONC ABUTM�NT R TE BOTTOM CHORD ( BASE PLATE SETTING PLATE ANCHOR RODS BEARING SIDE VIEW INFORMATION PROVIDED FOR REPRESENTATION ONLY. ACTUAL BEARING DIAGRAMS TO BE BASED ON FINAL DESIGN. i CONT %'. 6• NOM a IRON MODS' I CLEAR ALL HEART -1 RUB RAIL 546 1.1%xINx%x5'LG VOM BY.' x 1'i• LG ZINC PLATED CAR R LOGE BOLTS AT EACH VERTICAL RUB RAIL DETAIL BRIDGE ELEVATION BUTTON HEAD SCREW, r` (1) PER PLANK PER END PLANK HOLODOWN �\ t WOOD DECK BOTTOM CHORD FLATHEAD SCREW, (2) PER PLANK PLANK SUPPORT CENTER STFLIN6ER WOOD DECK DETAIL PRELIMINARY DRAFT AGENCY REVIEW Lu J I- Lu 0 Z v m 2 M 3 •v 3 v ddw °Eo�m U L;E )>Ooc p N 3 oar O L 0 � 4) O_ 0 EcaiN �2 Q 00 U Lo � M U J N 0 4) U) O •- L 4) N 2 @L m r 4) C Z p L 0 L 4) Q m m s m acv rn Z O _ 7 O In Lo Z Z h h R O ddw V �2 Q 00 U V ♦00 r. 00 U) zuLu 0cnz 2 (1) t U) 0a)M N m V Q Z O _ m In Lo Z OQZ W V) O aQ-� • u j Lu a �i _0 1 LL o C~ O a' Ji JOOU V N Y U w O Ot ~" �M _w 1 4 :: 0, 2 W � a U q h Ln W n Z��L Z O V J Q 00 V ♦00 00 U) zuLu 0cnz 2 (1) t U) 0a)M m V Q Z O _ m In Lo Z OQZ W V) aQ-� t u j Lu a CD co _0 1 LL o a' Ji JOOU V N Y 0 MQ� W W MQ W TOMO N ■ O GRASS 5" DEPTH AGLIME I i YrMINI ICY YI�I��IY� I I I�IYI�Ij�� I �I \\ \\ / / \\ \ \ / / \\ \ \/ / \\ \� // \\ \)� / /'\ \'� / /\\ \� i / \\ \� / /\\ \� "/ TOPSOIL ON PLAYING FIELD J p1 AGLIME AT GRASS EDGE C8.2 FACE OF CURB -� SLOPE 4' PER FOOT TOWARDS 12 t 6" 6" Qyti PAVEMENT ON HIGH SIDE OF LOT /DRIVE - SLOPE 4" PER FOOT TOWARDS BACK OF CURB FACE ON LOW SIDE OF a LOT /DRIVE. I • ' r 4. 12" AGGREGATE BASE TO BE PLACED BY PAVING i CONTRACTOR (4" MIN.) I V�2 NOTE: EXCAVATE EXISTING SUBSOIL AS REQUIRED IN CURB AREAS TO PROVIDE MIN. 4" AGGREGATE BASE UNDER CURB (FOR EXAMPLE, WHERE HOLD DOWN = 9 ", + 2" SUBCUT IS REQUIRED FOR 4" MIN. AGGREGATE). NOTE: 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE. 2. AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1" BELOW GUTTER GRADE. SLOPE GUTTER TEACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 2 D -412 CURB & GUTTER C8•2 REFER TO ALTERNATES 3 D -412 CURB TERMINATOR 2!..2J REFER TO ALTERNATES FINISH GRADE AT MAINTENANCE STRIP SHALL BE 1" ABOVE SOD AND FLUSH WITH AGLIME 1/2" RADIUS WHERE APPLICABLE. (TYPICAL) (2) #4 REBAR AGLIME 1" DEPTH CONSTRUCTION JOINT (BY BP #1 EARTHWORK CONTRACTOR) 4 C8.2 5 C8. I. I ILi- f 3•. 1' -3 TOPSOIL 1" BELOW CONCRETE �~ SECTION COMPACTED SUBGRADE CONSTRUCTION JOINT SHALL BE CUT TO 1" DEPTH AND SHALL OCCUR AT EACH POST AND AT MIDPOINT BETWEEN POSTS ° ° ° ° ° ° d ° ° ° ° ° d ° ° d ° d POST d ° ° d (2) #4 REBAR PLAN CONCRETE MAINTENANCE 5" (MIN) CONCRETE WALK 4" SAND SUB -BASE TYPICAL AT GRASS, LANDSCAPING, Akin enn AocAQ COMPACTED SUBGRADE L2" MIN. CONCRETE WALK /SLAB )P RAIL RAIN LINK FENCE 5/8" O.D. BOTTOM RAIL NISH GRADE )NCRETE MAINTENANCE STRIP 4 HERE IDENTIFIED ON PLAN C8 2 )NCRETE FOOTING 12" x 48" )R END, CORNER, GATE AND JLL POSTS DOTES: . END, CORNER, GATE AND PULL POSTS SHALL BE 3" O.D. LINE POSTS SHALL BE 2 1/2" O.D. ?. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE FABRIC UNLESS NOTED OTHERWISE. S. LINE POSTS MAY BE AIR DRIVEN. 1. POST SPACING SHALL NOT EXCEED 10' O.C. i. BOTTOM RAIL SHALL BE PLACED NO MORE THAN 2" ABOVE FINISH GRADE. CHAIN LINK FENCE C8. C8. NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. LIFT HANDLE GATE LATCH CLAMP SECURED TO GATE POST LATCH LIFT HANDLE RECEIVER PROVIDE HOLE THROUGH LIFT HANDLE AND RECEIVER TO ACCOMMODATE PAD LOCK LIFT HANDLE (PAD LOCK BY OWNER) RECEIVER CLAMP SECURED TO GATE POST SINGLE SWING GATE LATCH Aim NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. LATCH RECEIVER (ONE EACH SIDE LATCH ARM (ONE ON OF LATCH) EACH SIDE OF GATE) 1 1/2" LONG HANDLE LATCH HINGE (ONE ON OF LATCH) SECURE LATCH TO GATE SECURE LATCH / PROVIDE MECHANISM TO ALLOW RECEIVER TO �/ GATE TO BE SECURED WITH GATE PAD LOCK si DOUBLE SWING GATE LATCH r i T Z a J a O w w LL w w U w_ r _ (7 w _ -1 5/8" O.D. TOP RAIL 2' LONG 1 -518" EXTENSION WELDED TO POST. PROVIDE NETTING, PULLEY SYSTEM, EYE BOLTS AND MISC. HARDWARE wU LL Z w �O Wa U LL_ a U >a HU C) 0 w _ 0 4 • '4 '• ' 3' -0" X 3' -0" SQUARE 10 FLAGPOLE C8.2 NEW FLAGPOLE FLAGPOLE BASE z" ABOVE FINISH GRADE EXPANSION JOINT (TYPICAL) 5 FILL VOID BETWEEN POLE AND SLEEVE WITH SAND 12" DIA. CORRUGATED STEEL TUBE 8" DIA. FLAGPOLE BUTT WELD STEEL WEDGES 2" X 18" X18" STEEL PLATE z "X8 "X8" STEEL PLATE LIGHTING ARRESTOR - SPIKE BY POLE SUPPLIER FIELD OF PLAY 0 BO EXISTING OUTFIELD FENCE (5' HEIGHT) �9..J 1,•,•,•,t • • , • ►!i!�!�!. • • . FOUL POLE- PLACE POLE 8" OUTSIDE FENCE, IN LINE WITH FOUL LINE a• FINISH GRADE , 18" DIA. X 54" DEEP CONCRETE FOOTING 6" 1 FOUL POLE TO ALTERNATES WALL PADDING - REFER TO DETAIL 9 /C10 2 TYP. 15" WIDE CONCRETE MAINTENANCE STRIP oa M F I• 18" 3/8" x 8" GALV. EYE BOLT @ 6' O.C. FOR NET CABLE ATTACHMENT 1 -112 ", 45° CHAMFER (BOTH SIDES) BACKSTOP WALL - REFER TO STRUCTURAL DETAIL 8/S3.1 18" WIDE CONC. CURB WALL "12�BACKSTOP CURB WALL WALL C8.2 FOR COMPLETE SYSTEM. REFER TO GRADING PLAN FOR '•� 12 ELEVATIONS GRADES AND SPECIFIC / AREA OF DETAIL C8.2 VARIES VARIES 18 oz. REINFORCED i .Y U VINYL COVER I�Y I I I�I��I I I II M I 11� UI III I I j� IY II ul 11Y1 III I BASEBALL INFIELD GRASS t - 0 N TWO W12 x 30 STEEL BEAMS I -CHAIN LINK FENCE 6" AGGREGATE (3.0' x 8.5') (3.0'x - - - I _ _ BASE COURSE ': Q t o 0 C) L0 BOLT WITH 1/4" THREADED CONDUIT AND FITTINGS BY < > U CO J WASHER INSERT ELECTRICAL CONTRACTOR GRAVEL PAVEMENT - REFER o TO ALTERNATES WALL PADDING - REFER TO DETAIL 9 /C10 2 TYP. 15" WIDE CONCRETE MAINTENANCE STRIP oa M F I• 18" 3/8" x 8" GALV. EYE BOLT @ 6' O.C. FOR NET CABLE ATTACHMENT 1 -112 ", 45° CHAMFER (BOTH SIDES) BACKSTOP WALL - REFER TO STRUCTURAL DETAIL 8/S3.1 18" WIDE CONC. CURB WALL "12�BACKSTOP CURB WALL WALL C8.2 FOR COMPLETE SYSTEM. PADDING FLUSH WITH '•� 12 3v 3 TOP OF CURB WALL / AREA OF DETAIL C8.2 �_�336 NETTING 18 oz. REINFORCED i .Y U VINYL COVER I�Y I I I�I��I I I II M I 11� UI III I I j� IY II ul 11Y1 III I BASEBALL INFIELD GRASS t - 0 N m0 w -CHAIN LINK FENCE . • U E�mN 1/4" x 3/4" STAINLESS STEEL ': Q t o 0 C) L0 BOLT WITH 1/4" THREADED SLOPE < > U CO J WASHER INSERT s"• J ~ic CL �-O to •- L m o Z CONCRETE MAINTENANCE STRIP 4 C8.2 Z' CLIP- REFER TO SPEC. L -J 7' -6" 10'_6" N DIRECTION OF THROW - O 23/32" APA BC GRADE G Z - CONCRETE FOOTING 12" x 48" PLYWOOD OR BETTER c •), FOR END, CORNER, GATE AND Lu a k' ° �• PULL POSTS HIGH IMPACT FOAM - 3" THICK NOTES: 1/4" x 3" GALV 1. END, CORNER, AND PULL POSTS SHALL EXPANSION BOLT INTO WALL C8. NEW SCOREBOARD - VERIFY AND CONFIRM WITH SCOREBOARD MANUFACTURER ALL MATERIALS NECESSARY FOR INSTALLATION WHEN ORDERING 60'- 6" FROM EDGE OF RUBBER TO BACK TIP OF HOME PLATE (WHITE SECTION) PITCHER'S RUBBER 6" TO HOME 10' -0" 28" 5' -2" PLATE 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' c PITCHER'S 10" 9" 8" 7" 6" 5" 4" 3" 2" 1" MOUND CLAY SLOPE @ 1" PER FOOT 6. UNIFORM _ SLOPE 9'-0" TO CENTER OF MOUND 9' -0" TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR SPACE ELEVATION MOUND TABLE LEVEL �9. WITH PITCHER'S RUBBER O., �9o'GS z T 00 O� Z O m MOUND TABLE 34" LIMITS 6" 1" PER FOOT o o UNIFORM _ SLOPE i14 in SLOPE o 60' -6" TO APEX 18' PITCHERS OF HOME PLATE RUBBER 22" w SERVICE DISCONNECT BY U0 ELECTRICAL CONTRACTOR ° OLL ry = J J M CD ? . VERTICAL STEEL, 10 - #8 BARS, 40 GRADE w D TIES #3 @ 12" O.C., 40 GRADE U c Z 00 O� *9 zr- O 0 m PLAN PITCHERS MOUND 8" O.D. x 34' HIGH GALVANIZED POST WITH SAFETY NETTING PROVIDE CAULKING AT POST JOINT AND WALL JOINTS (TYPICAL) \ / 30" HIGH 12 BACKSTOP C8.2 '•� CURB WALL 3v 3 o / r Z /• / 15" WIDE CONCRETE 4 MAINTENANCE STRIP CS 2 i .Y U )Oc I�Y I I I�I��I I I II M I 11� UI III I I j� IY II ul 11Y1 III I BASEBALL INFIELD GRASS " 1 I-I I 1 -I I 1- o � III -III- O III -1I� w m 4'.0 " -------I SCOREBOARD m M 1I- II I-I 6" TO HOME 10' -0" - 28" 5' -2" PLATE 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' PITCHER'S 10" 9" 8" 7" 6" 5" 4" 3" 2" 1" MOUND CLAY Il SLOPE @ 1" PER FOOT 6.. UNIFORM _ CID SLOP 6' TO CENTER OF MOUND 6' TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR ELEVATION SPACE BE 3 -III III I • ' Y I III O.D. O.D. LINE POSTS SHALL BE 2 1l2 BACKSTOP CURB WALL - 1-1 11 -1 I I• • 11-1 11 -11 I 2. ALL 8' HIGH FENCING SHALL RECEIVE REFER TO DETAIL -11 11 -I 1II -I 11 2 x 2" #9 GAUGE FABRIC UNLESS - III -III r I I -III -III NOTED OTHERWISE. I - III -III -I III -III- 3. LINE POSTS MAY BE AIR DRIVEN. 1 3 CURB WALL PADDING 4. POST SPACING SHALL NOT EXCEED 10' O C C8.2 - III -III I I- III -III I I 1 -I 1II -I 11_ 5. BOTTOM RAIL SHALL BE PLACED NO _II I - 1 -III -III s I I -I I I-I I I MORE THAN 2" ABOVE FINISH GRADE. -II1 -III -I Ec - - � -I I I1 -.III •'• I I III I � ,111,E e 9 SOFT TOSS �_I OSTS & 2 c 2J NETTING) -11 It 11 -I I I= W�IIII ;" w I I- III_ BACKSTOP POST PIER/ FOOTING- LLi I I -III- REFER TO STRUCTURAL DETAIL 9/S3.1 II L.I� .•: •IIIIIIII 1IIIII •., •:•.IIIIIII. COMPACTED SUBSOILS III- II,I� - 1I- �•' 30" DIA. 18 BACKSTOP / CURB WALL C8.2 (ALSO REFER TO 9/S3.1) WOOD POST 1x4 POST COVER 2x4 FENCE RAIL i + 1x6 FENCE BOARD PLAN PLAN DETAIL 6' -0" SECTION WIDTH (4X SCALE) CTR TO CTR rn WOOD POST 2x4 FENCE M IIII IIII RAIL (TYP) N IIII IIII o Z0 M IIII IIII N q r�� IIII 2 N FENCE BOARD IIII u uu u� END VIEW $" SPACE TYP 10" FENCE SECTION ELEVATION NOTES: 1. FOOTING WIDTH TO BE 12". MINIMUM DEPTH 48" 2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. 19 PRIVACY SHADOWBO) C8•2 FENCE LIMINARY DRAFT AGENCY REVIEW �2 D_ D N rn 0 O Z m In C O U C m ._ .0), 3 y O L. a a��> D_ D00D_ J Lu V ♦ Lu LQiI V v m Ih 3v 3 o O r Z C >1 0, U )Oc y 0) 'a a :E t - 0 N m0 - 0 UNIFORM SLOPE v E�mN 0 UNIFORM �2 Mo 0 t o 0 C) L0 U SLOPE M U CO J N N V) Z �-O to •- L m o Z p� O L 0-4) c N L -J 7' -6" 10'_6" N DIRECTION OF THROW - O Q G Z c a MOUND c c TABLE LIMITS Lu a LO�° CD �i U. 34" O MOUND TABLE r -� 0 J0L) Y PITCHER'S RUBBEF LEVEL WITH PITCHER'S RUBBER I Z �2 i L_J 00 O� ��W V♦ ZO MQ W m PLAN \ BULLPEN PITCHERS MOUND -11 It 11 -I I I= W�IIII ;" w I I- III_ BACKSTOP POST PIER/ FOOTING- LLi I I -III- REFER TO STRUCTURAL DETAIL 9/S3.1 II L.I� .•: •IIIIIIII 1IIIII •., •:•.IIIIIII. COMPACTED SUBSOILS III- II,I� - 1I- �•' 30" DIA. 18 BACKSTOP / CURB WALL C8.2 (ALSO REFER TO 9/S3.1) WOOD POST 1x4 POST COVER 2x4 FENCE RAIL i + 1x6 FENCE BOARD PLAN PLAN DETAIL 6' -0" SECTION WIDTH (4X SCALE) CTR TO CTR rn WOOD POST 2x4 FENCE M IIII IIII RAIL (TYP) N IIII IIII o Z0 M IIII IIII N q r�� IIII 2 N FENCE BOARD IIII u uu u� END VIEW $" SPACE TYP 10" FENCE SECTION ELEVATION NOTES: 1. FOOTING WIDTH TO BE 12". MINIMUM DEPTH 48" 2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. 19 PRIVACY SHADOWBO) C8•2 FENCE LIMINARY DRAFT AGENCY REVIEW �2 D_ D N rn 0 O Z m In C O U C m ._ .0), 3 y O L. a a��> D_ D00D_ J Lu V ♦ Lu LQiI V v m Ih 3v 3 h h d. O C >1 aEa.m U )Oc y 0) 'a a :E t - 0 N _c 3 oar - 0 L ° -r- a� 0 E�mN J �2 Mo 0 t o 0 C) L0 U ,, M U CO J N N V) �-O to •- L m 0) 4) c Z p� O L 0-4) c N s 4) rn L 7 U C N O LID LO Z Z h h d. O v w � � V WOa J �2 Mo 0 U �//�� V♦ O �J oD Z O`1) � 0YF_ O c N V Q Z CC O _ m LID LO Z O Q G Z c a t Q J Lu Q Lu a LO�° CD �i U. O o 0 J0L) Y Q o U r.� Lot �2 a n Z O V J Q Mo 0 �//�� V♦ O O oD Z O`1) w Z 0YF_ O ") M V Q Z CC O _ m LID LO Z O Q G Z c a t Q J Lu Q Lu a LO�° CD U U. O o 0 J0L) Y Q o W ��W V♦ MQ W CD N ■ O C8.3 N z 0 U) O w z Lu w z w U O c CD I �— III —III —I I I- III -III -I — III — III -I I I- I- III -III -I N - III - III -III_ I I-I I I -I I I -I IIIIIIIIIIIIIIIII; METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 PROVIDE "VAN- ACCESSIBLE" LABELING (ONE STALL) 4" SQUARE, CONCRETE FILLED, GALVANIZED BOLLARD ACCESSIBLE PARKING SIGN AND POST EMERGENCY AND O • O SERVICE VEHICLES ONLY POST TOP (, D_ o CONSTRUCT FENCE ENCLOSURE - REFER TO PLAN o N o SIZE TO BE APPROX. QUICK COUPLER FOR 12" POST TOP FILL ANNULAR SPACE 7' W x10' LX 8' HIGH. BLOW -DOWN (BY IRRIG. o STATUTE IRRIGATION WELL AND SEE NOTES BELOW. CONTRACTOR). WITH GROUT SIGN: WHITE LEGEND AND MECHANICAL COMPONENTS VENTS, METER, BACKFLOW, ETC) 0 COORDINATE AS NEEDED. FOR MESSAGE L BORDER ON BLUE (BY WELL CONTRACTOR) j V 169.346 V♦ BACKGROUND FULLY O 5" O.D. GALVANIZED CHANNEL SIGN POST o 0 REFLECTORIZED STEEL PIPE WITH TWO 3 1/2" FLANGED x COATS SIGN ENAMEL 10° SLOPE IRRIGATION METAL SIGN (COLOR TO BE CHANNEL FINISH CONTROLLER FINISH O GRADE (TURF) SLEEVESIN E GRADE r(TURF) — Q o FOR P PEE �i METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 PROVIDE "VAN- ACCESSIBLE" LABELING (ONE STALL) 4" SQUARE, CONCRETE FILLED, GALVANIZED BOLLARD ACCESSIBLE PARKING SIGN AND POST EMERGENCY AND O • O SERVICE VEHICLES ONLY POST TOP (, D_ o POST TOP REFER TO PLAN o N o TO MN STATE FOR MESSAGE 0 l 0l FILL ANNULAR SPACE >- O METAL SIGN `V o STATUTE LL U LY J ACCORDING 0 WITH GROUT REFER TO PLAN TO MN STATE 0 169.346 FOR MESSAGE STATUTE �2 3 1/2" FLANGED j V 169.346 V♦ XZ O 5" O.D. GALVANIZED CHANNEL SIGN POST o 0 ZC)W O`)Z STEEL PIPE WITH TWO 3 1/2" FLANGED x COATS SIGN ENAMEL 10° SLOPE x METAL SIGN (COLOR TO BE CHANNEL o ACCORDING o (, D_ o ° APPROVED BY OWNER). o N o TO MN STATE O 0 l 0l FILL ANNULAR SPACE >- O m y o STATUTE LL U LY J >%0 C .- m 0 WITH GROUT LL U �' J 0 169.346 j < D cl U C_ �2 3 1/2" FLANGED j V POSTS. V♦ 0 0 O o CHANNEL SIGN POST o 0 ZC)W O`)Z 0 3 1/2" FLANGED x 0 10° SLOPE x Z o CHANNEL to Z to a o O t o SIGN POST — Q o 1" SILICONE RUBBER OR ASPHALTIC �i U. o O M J0� CAULKING Q o I —III C WINDSCREEN R o COMPOUND W o SPECIFICATIONS 3 Ln o FILL ANNULAR —I —I I C ��W V♦ SPACE TO 1 INCH °I N — o ; FROM TOP WITH N _ ^ °' o o I SILICA SAND I: o — q'q 0 1/4" METAL PLATE I I— TTf�F o J o — WELDED TO BOTTOM o — = I OF 5" PIPE INSTALLATION IN • I –�: TURF .• I- CONCRETE p (MN /DOT 3A32 OR EQUAL) 1' -6" INSTALLATION IN PAVEMENT �21 TRAFFIC SIGN C11 6" SQ. STEEL POST FILLED W/ CONCRETE 2 "X3" STEEL RECT. 1" SQ. STEEL BRACING �� TUBE FRAME WELDED TO FRAME in (� SEE NOTE 1 rr I— o I I in REFER TO PLAN - REFER TO PLAN I - 18" DIA. CONCRETE FOOTINGS 3" SQ. STEEL POST FILLED W/ CONCRETE KEEPER PIN ELEV. TO BE 4• DETERMINED IN FIELD 12 ., 1 - -WELD 1 HOLE TO RECEIVE r 74 -, f -1� ' '-0" TO CENTER �y 34 2 - OF POST VERIFY 1" STEEL PIN ---- ----- - i WELD 15" DIA. BY 1/2" STEEL PLATE _�5�••�_ 4' DEEP 1/2" STEEL PLATE CONCRETE FOOTINGS WELD GATE KEEPER PLAN GATE KEEPER PIN GATE KEEPER NOTES: 1. ADJUST HEIGHT AS NECESSARY TO EQUALIZE GRADE DIFFERENCE BETWEEN ROAD EDGES. 2. PROVIDE SHOP DRAWINGS OF GATE, HINGE POST AND KEEPER 3. GATE TO RECEIVE 2 COATS PRIMER & 2 COATS FINISH, COLOR TO BE SELECTED BY ENGINEER /LAND. ARCH. i3i VEHICLE GATE C8.3 3" DROP PIPE AND 8" CASING (BY WELL 6" DISCHARGE (BY WELL CONTRACTOR) 4" THICK CONCRETE PAD. SIZE CONTRACTOR). [OF CONCRETE PAD TO APPROX. COORDINATE 8'x11' - VERIFY WITH WELL FOR CONTINUATION. CONTRACTOR. 8' HIGH FENCE ENCLOSURE TO BE CONSTRUCTED OF (4) 3" O.D. SCH. 40 GALVANIZED CORNER POSTS AND LINE POSTS (AIR- DRIVEN) WITH 1 -5/8" BOTTOM RAIL AND 2" TOP RAIL. - PROVIDE NSP -TYPE LOCKING DEVICE ON 4' WIDE GATE. FRAME TO BE CONSTRUCTED OF 2" O.D. SCHEDULE 40 GALVANIZED PIPE WELDED FOR RIGID CONNECTIONS. INSTALL FABRIC WITH STRETCHER BARS AT SIDES AND OVER TOP. ATTACH HARDWARE WITH RIVETS OR OTHER MEANS TO PROVIDE MAXIMUM SECURITY. ALL FABRIC TO BE 9 GA. GALVANIZED WITH TIES AT 12" O.C. CONCRETE TO BE 4,000 PSI AIR - ENTRAINED CONCRETE. 4 IRRIGATION WELL FENCE c8.3 ENCLOSURE B SUPP( (1 NOTI 1. CC Ur 2. TI 3. ALL WIRES SPLICES TO BE MADE INSIDE VALVE BOXES. eli VALVE BOX AND SUMP 30" LINEAR LENGTH OF WIRE, COILED ELECTRIC ZONE VALVE FINISH GRADE LC8.3 s GEAR DRIVE SPRINKLER LC8.3 cD 7 ry�y, ELL CROSS TEE PIPE (TYP.) REBAR BENT AROUND FITTING (TYP.) FITTING (TYP.) CONCRETE THRUST BLOCK (TYP.) 45° ELL 45o ELL UNDISTURBED SOIL (TYP.) NOTES: SUPPLY LINES 3- INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. WYE THRUST BLOCK E "81 QUICK COUPLER C8.3 FINISH GRADE 12" ROUND VALVE BOX W/ COVER QUICK COUPLING VALVE X SECTION FENCE POST SECURE Q.C.V. ASSEMBLY WITH STAINLESS STEEL GEAR CLAMPS CONTINUOUS BRICK SUPPORTS (4 MIN) 1" SQ. POST 1/2" x 1 -1/2" RAIL 1/2" x 1" INT. RAIL (, D_ o 3/8" SQ. PICKET N BETWEEN RAIL SPACES AT 5' O.C. (TYP) 4' -3" -4'-3" N Q�2 a OQ6 0 0 O c> LL Z m y C 6„ } U >%0 C .- m or, V 3 to O L. p L_ a) LUC_ D cl U C_ 4' 11 • . -3- 15146' TOP OF CURB WALL PENETRATE CURB WALL 6" GRAVEL SUMP (1 CU. FT.) CAST SLEEVE TO RECEIVE HANDRAIL SECTION ELEVATION PVC MAINLINE NOTES: cn 1. VERIFY ELEVATIONS IN FIELD. J 2. PROVIDE SHOP DRAWINGS SIGNED BY REGISTERED STRUCTUAL ENGINEER FOR L APPROVAL PRIOR TO CONSTRUCTION. 3. RAILING SHALL RECEEVE 2 COATS OF PRIMER AND 2 COATS OF FINISH COLOR (BETHEL BLUE) AS APPROVED BY LANDSCAPE ARCHITECT. V /001 ORNAMENTAL RAILING W D C8.3 6' GROUNDING ROD EACH CORNER 6' BARE COPPER WIRE FIELD CONTROLLER 16' -0" OF #6 BARE COPPER WIRE NOTE: USE CADWELD ONE SHOT CONNECTOR TO CONNECT WIRE TO GROUNDING RODS. BURY GROUNDING WIRE TO A MINIMUM 12" DEPTH � i FIELD CONTROLLER GROUNDING C8.3 8" DIAMETER POSTS (TYP.) 12" 3' WIDE CONCRETE APRON C8.2 5 2" O.D. POST WELDED iv BETWEEN RAIL SPACES AT 5' O.C. (TYP) MAINTENANCE STRIP °1 Q�2 a OQ6 0 v Qk/ c> LL H 0 O00 k� O o PLAN .`. FIELD CONTROLLER 16' -0" OF #6 BARE COPPER WIRE NOTE: USE CADWELD ONE SHOT CONNECTOR TO CONNECT WIRE TO GROUNDING RODS. BURY GROUNDING WIRE TO A MINIMUM 12" DEPTH � i FIELD CONTROLLER GROUNDING C8.3 8" DIAMETER POSTS (TYP.) 12" 3' WIDE CONCRETE APRON C8.2 5 FULL PENETRATION FIELD 3" O.D. LINE WELD ALL AROUND POST SECTION AT TOP OF BATTING CAGE REFER TO TOP DETAIL ABOVE /(TYP FOR OF BATTING CAGE) -v r 00 `' j- / 2" O.D. POST WELDED iv BETWEEN RAIL SPACES AT 5' O.C. (TYP) MAINTENANCE STRIP 2" O.D. TOP RAILS FULL PENETRATION FIELD 3" O.D. LINE WELD ALL AROUND POST SECTION AT TOP OF BATTING CAGE REFER TO TOP DETAIL ABOVE /(TYP FOR OF BATTING CAGE) -v r 00 `' j- / w 8' HIGH OUTFIELD FENCE WITH J z MAINTENANCE STRIP w LL REFER TO DETAIL a v w � � 5 c> LL H 'I P o PLAN 8" NOMINAL DIA. STANDARD 1 5/8" NOMINAL DIA. PIPE POSTS STANDARD PIPE RAILS. 8" NOMINAL DIA. �2 STANDARD PIPE LINE �a POSTS. V♦ O O 00 Ln ZC)W O`)Z � U) ��� c N V Q Z O _ m to Z to a O t • J uj Cl Q Lu a �; � �i U. o O M J0� Y Q o U W WINDSCREEN R W SPECIFICATIONS c o L ELEVATION SECTION REFER TO SHEET S1.1 FOR FOOTING SIZE BATTER'S EYE SCREEN MAINTENANCE STRIP REFER TO DETAIL 5 C8.3 SUPPORT POSTS TYP AT TOP RAIL CROSSING TURF 1 -5/8" O.D. MIDDLE AND BOTTOM RAILS 10' DOUBLE SWING GATE WITH LOCKABLE DEVICE 7p• 70, 7p, 70, L3" O.D. CORNER POSTS AGLIME SURFACE INSIDE 5" DEPTH 2 -1/2" O.D. INTERMEDIATE LINE POSTS 2" X 2" - #9 GAUGE FABRIC 3" O.D. LINE POSTS WHERE SUPPORTING TOP RAIL TRUSS MAINTENANCE STRIP (TYP) FUL 4 PERIMETER OF BATTING CAGE - REFER TO DETAIL C8 2 BATTING CAGE PRELIMINARY DRAFT AGENCY REVIEW V C � p E p m U � aL- Emv � p N p — L 4) � as o 0 0 `� E c ai N 3 m >1 p er U p J N t 4) p L L L s m 0-00) -a rn L 7 U = %_ 0) O Q=' Z a h h O v w � � H 'I P V WOa �2 U • V♦ O O 00 Ln ZC)W O`)Z � U) ��� c N V Q Z O _ m to Z O t • J uj Q Lu a �; � �i U. o O C~ O J0� Y Q o U W W Ln Z O H V V♦ O O 00 Ln ZC)W O`)Z U) ��� ") V Q Z O _ m to Z � t J uj Q Lu a �; � 2 U U. o O 0_ J0� Y Q o W ��W V♦ MQ W CD N ■ O 8" THICK PRECAST CONCRETE #4 BARS X 12" ROOF- GROUT ENDS OF CELLS LONG @ 2' -0" O.0 SOLID AT PLANT DRILL & DRIVE WATERPROOF PRECAST SLABS INTO CONCRETE W/ PENETRATING SEALER (REFER TO SPECIFICATIONS) J 0" 8.. , 000 EXISTING INFIELD 8' -8" FILL TOP BLOCK SOLID W/ 3000 PSI CONCRETE GROUTED KEYWAY - CAULK TOP OF JOINT AS REQUIRED FOR WATERPROOFING I I I P BOND I I I I 1 � I I 1 714" I I ° #4 BARS X 12" LONG @ 2' -0" O.C. DRILL & DRIVE INTO CONCRETE 8" X 8" BOND BEAM W/ 2 # 5 BARS CONT. CUT TOP BLOCK TO SLOPE TO 1/2" PER FOOT AT ENDS 8" X 16" COLORED ROCK FACE BLOCKS. COLOR SHALL MATCH BE VERIFIED WITH THE ARCHITECT PRIOR TO CONSTRUCTION #5 VERT. WALL REINF @ 4' -0" O.C. MAX. DWL TO FTG FILL CORES SOLID W/ 3000 PSI GROUT @ BARS (TYP) I I I I I I 1 COURSE SMOOTH FACE COLORED CONCRETE BLOCK R-fl I I 11/2 EXPANSION I I I I I BURIED BLOCK SHALL BE 8 "X16" CMU O O 1 a 1' -8" 4" POURED O o CONCRETE SLAB W/ FIBER MESH NOTE: 4" POURED CONCRETE 8" 8" SLAB IS BY SECTION 32 13 13 5.00' FTG: 12" X 24" E E ` W/ 2 #5 CONT. BTM. 3" CLEAR . < �1 ENGINEERED FILL — ��� 1 O° 1 lll�llllllilll�l��AIMIIMIIMII1�i�lIl��ll�lll� `Ill�i. Il�lll�llu SECTION 1 12' C :Y! 8" THICK PRECAST CONCRETE ROOF- GROUT ENDS OF CELLS SOLID AT PLANT WATERPROOF PRECAST SLABS W/ PENETRATING SEALER — (REFER TO SPECIFICATIONS) EXISTING INFIELD ■III R11'• z 11 \ 1 C8.4, 8' -8" - #4 BARS X 16" NG @ 2' -0" O.C. f DRILL & DRIVE INTO CONCRETE • E #5 VERT. WALL REINF @ 4' -0" O.C. DWL TO FTG FILL CORES SOLID W/ 3000 PSI GROUT @ BARS (TYP) v I 2" EXPANSION JOINT MATERIAL 5.00' FTG: 12" X 24" W/ 2 #5 CONT. BTM. )I ^ii1V _ ''lliiill llulli l 11 llliiillUlli l llulli l 11 lll111= lli 12" i41 SECTION 4 C8.4 #4 BARS X 12" FILL TOP BLOCK SOLID ma- a- LONG @ 2' -0" O.C. W/ 3000 PSI CONCRETE ° o GROUTED KEYWAY- WATERPROOF PRECAST SLABS 8" THICK PRECAST CONCRETE 10.00' CAULK TOP OF JOINT W/ PENETRATING SEALER ROOF- GROUT ENDS OF CELLS 2' N AS REQUIRED FOR (REFER TO SPECIFICATIONS) SOLID AT PLANT �F— V_ o BLOCK SOLID WATERPROOFING AS REQUIRED FOR 1/4" GALV BENT \ _FILL ABOVE BOND BEAM WATERPROOFING #4 BARS X 12" LONG @ 2' -0" O.C. PLATE (PT BY 09500) 000 U � DRILL & DRIVE O --4-r O[J INTO CONCRETE I I r ° - I 8" X 8" BOND BEAM W/ 2 # 5 BARS im C I "> U C m .O _ Z O 3: TO 1/2" PER FOOT AT ENDS Z I I S�EPBOND j I BEAM 8" X 16" COLORED Ja< W I I - #4 BARS X 16" NG @ 2' -0" O.C. f DRILL & DRIVE INTO CONCRETE • E #5 VERT. WALL REINF @ 4' -0" O.C. DWL TO FTG FILL CORES SOLID W/ 3000 PSI GROUT @ BARS (TYP) v I 2" EXPANSION JOINT MATERIAL 5.00' FTG: 12" X 24" W/ 2 #5 CONT. BTM. )I ^ii1V _ ''lliiill llulli l 11 llliiillUlli l llulli l 11 lll111= lli 12" i41 SECTION 4 C8.4 #4 BARS X 12" FILL TOP BLOCK SOLID STORAGE LONG @ 2' -0" O.C. W/ 3000 PSI CONCRETE ° i� DRILL & DRIVE a 10.00' INTO CONCRETE GROUTED KEYWAY - 2' o O CAULK TOP OF JOINT �F— V_ W�a AS REQUIRED FOR 1/4" GALV BENT \ , -0„ ®U WATERPROOFING #4 BARS X 12" LONG @ 2' -0" O.C. PLATE (PT BY 09500) 000 U � DRILL & DRIVE O --4-r O[J INTO CONCRETE I I r ° - I 8" X 8" BOND BEAM W/ 2 # 5 BARS 1/2"0 x 6 "L HEADED I "> CONT. CUT TOP BLOCK TO SLOPE STUDS @ 24" O.C. Z O 3: TO 1/2" PER FOOT AT ENDS Z I I S�EPBOND j I BEAM 8" X 16" COLORED Ja< W I I ROCK FACE BLOCKS. Lo co I I I I I e COLOR SHALL BE VERIFIED 0 O WITH THE ARCHITECT PRIOR JYW J0O I I I I I TO CONSTRUCTION U W Q #5 VERT. WALL REINF @ 4' -0" O.C. I I I I 7'E4" MAX. DWL TO FTG FILL CORES SOLID m I I I I I W/ 3000 PSI GROUT @ BARS (TYP) I I I I 1 COURSE SMOOTH FACE COLORED CONCRETE BLOCK 5 1 1 11/2 EXPANSION I C8.4 I I I I BURIED BLOCK SHALL BE Z 8 "X16" CMU 4" POURED / CONCRETE SLAB -/ W/ FIBER MESH NOTE: 4" POURED CONCRETE SLAB IS BY SECTION 32 13 13 FTG: 12" X 24" W/ 2 #5 CONT. BTM. ° O O 3" CLEAR —4-: < � SECTION 2 36 "X84" HOLLOW METAL DOOR 8X8 LINTEL BLK W/245 CONT. 46' -0' 5.00' oar Z ENGINEERED FILL � 1 712" THICKENED SLAB EDGE DUGOUT I3 #5 VERT WALL REINF @ 4'- 0" O.C. co DWL TO FTG.(TYP) — S.C.J. — 34' -0' . . . . . . . . . . . 10' -8" 35' -8" 4" FIN. CONCRETE 8" REINFORCED j SLAB W/ FIBER 4" FIN. CONCRETE CONCRETE FOOTING MESH SLAB W/ FIBER MESH 003 DUGOUT B LAYOUT 28.4 (3rd BASE -SIDE) DRAWN @ 0.125 size 8" MIN. a STORAGE ROO ° i� v W>� a 10.00' 46' -0' 5.00' oar Z ENGINEERED FILL � 1 712" THICKENED SLAB EDGE DUGOUT I3 #5 VERT WALL REINF @ 4'- 0" O.C. co DWL TO FTG.(TYP) — S.C.J. — 34' -0' . . . . . . . . . . . 10' -8" 35' -8" 4" FIN. CONCRETE 8" REINFORCED j SLAB W/ FIBER 4" FIN. CONCRETE CONCRETE FOOTING MESH SLAB W/ FIBER MESH 003 DUGOUT B LAYOUT 28.4 (3rd BASE -SIDE) DRAWN @ 0.125 size 8" MIN. a ° a h h � ° v W>� a d 2' o O SPECIAL COATING & TOPPING (SECT 09960) GROUT SOLID (8" MIN) BEARING WALL BEARING EDGE 1/4" GALV BENT a PLATE (PT BY 09500) 1/2"0 x 6 "L HEADED STUDS @ 24" O.C. 't' LONG EDGE SPECIAL COATING & TOPPING (SECT 09960) BREAK OUT TOP OF PLANK & GROUT SOLID T -7 - 2" EXPANSION JOINT MATERIAL ENGINEERED FILL 4" POURED I CONCRETE FLOATING SLAB NOTE: 4" POURED CONCRETE SLAB IS BY SECTION 32 13 13 1 r -1 Lr1- I r1-1 ( T1 6 "X16 "GONCRE:E_ 4" CONjCRETE qLAB I BLOCKS \ WITH FIBER MESH ---� I u I SLAB ENGINEERED FILL 2" EXPANSION JOINT MATERIAL 0 r � 0 • p 12•' PRELIMINARY DRAFT AGENCY REVIEW CL IincUw V) p QJ Q � cl) � Z J �0W O�H 0 0 V = W ocr) M a) M v E E p m U � aLEmp W p N :Ec —Lm � as o a� 0 E -0 0-0 3 p 0 —per U p J N 6 -0 •- t < 4 p L L L s m aa0) -0 rn L 7 U C 4— 0) — Q v) - 7 O x Z h h � 0 v W>� > O �F— V_ W�a J �2 000 U � A '^ O O 00 ZULU O`hZ o�� "> U Q Z O 3: m� Z DaZ ct aQ-� Ja< W w��° Lo co U Q 0 O C~ O JYW J0O Y U W Q � 0 m W Z 0 �F— V_ J Q 000 A '^ O O 00 ZULU O`hZ o�� "> U Q Z O 3: m� Z DaZ ct aQ-� Ja< W w��° Lo co U Q 0 O 0 JYW J0O Y Q � 0 m W MQ W N ■ o V) Agenda Item 410 • • • L A N D F 0 R M From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: November 18, 2013 for the November 25, 2013 City Council Meeting 0 s Tel: 612- 252 -9070 Fax: 612 - 252 -9077 www.landform.net RE: Extension of Final Plat for "Ess Addition" (City file no. 12 -024 also see 05 -017 and 08- 003) 60 DAY REVIEW ENDS: N/A 1. Application Request Extend the final plat approvals one month from November 29, 2013 to December 29, 2013. 2. Background The City approved a preliminary and final plat for "Ess Addition" (it was processed under both City file 05 -017 and 08 -003) on February 26, 2009. The development approvals expired on February 26, 2011. There were a number of conditions of city approval that were required to be met before the plat could be filed. Additionally, the applicant had some issues related to the south property line adjacent to Highway 55. Resolving these issues took significantly more time than anticipated due to the complexity of the issues and more detail is provided in the applicant's attached narrative. The applicant's attorney indicates that he expects to have a revised mylar for review and approval shortly, so that the mylar can be signed and recorded. However, since staff has not yet seen the revised plat to confirm that all conditions of approval have been met, it is unlikely that the November 29th deadline can be met. The applicant is requesting a 1 month extension to the final plat approvals for "Ess Addition ". 3. Recommendation Move to adopt the following Resolution approving the final plat extension. Approval of the resolution requires a 3/5 vote of the City Council. Attachments 1. Resolution approving final plat extension 2. Applicant's narrative 3. Preliminary Plat 4. Final Plat Landfor -, SensiblyGreeti- and Site to Finish- are service marks of Landform Engineering Company. City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -57 Motion By: Seconded By: November 25, 2013 APPROVING AN EXTENSION OF THE FINAL PLAT APPROVALS FOR "ESS ADDITION" FOR PROPERTY LOCATED AT THE NORTHWEST QUADRANT OF THE INTERSECTION OF HIGHWAY 55 AND PIONEER TRAIL WHEREAS, Jeremy S. Steiner, on behalf of Ess Development LLC and the Estate of Thomas W. Ess, has requested approval of an after - the -fact extension of the "Ess Addition" final plat to allow subdivision of the existing 69.42 -acre parcel into 2 lots and two outlots on property legally described as: The Southeast Quarter of the Southeast Quarter, Section 31, Township 119, Range 23, except the East 208.00 feet of the West 416.00 feet of the South 208.00 feet of said Southeast Quarter of the Southeast Quarter. That part of the South Half of the Southwest Quarter, Section 32, Township 119, Range 23, described as follows: Beginning at the Northwest corner of said South Half of the Southwest Quarter; thence on an assumed bearing of North 89 degrees 51 minutes 03 seconds East along the North line of said South Half of the Southwest Quarter, a distance of 848.55 feet; thence South 12 degrees 28 minutes 57 seconds East a distance of 417.44 feet; thence South 89 degrees 51 minutes 03 seconds West a distance of 225.15 feet; thence South 12 degrees 28 minutes 57 seconds East a distance of 308.72 feet; thence North 89 degrees 51 minutes 03 seconds East a distance of 441.43 feet to the centerline of Pioneer Trail (also known as Town Road) as described in Document No. 6356268; thence South 13 degrees 25 minutes 53 seconds East, along said centerline, a distance of 642.10 feet to the South line of said South Half of the Southwest Quarter; thence South 89 degrees 46 minutes 46 seconds West along said South line, a distance of 1380.04 feet to the Southwest corner of said South Half of the Southwest Quarter; thence Northerly, along the West line of said South Half of the Southwest Quarter, to the point of beginning EXCEPT that part of the Southwest Quarter of said Southwest Quarter described as follows: beginning at the Southwest corner of said Southwest Quarter of the Southwest Quarter; thence North 00 degrees 23 minutes 25 seconds East, along the West line of said Southwest Quarter of the Southwest Quarter, a distance of 375.60 feet; thence North 88 degrees 59 minutes 57 seconds East, parallel with the North right of way line of State Highway No. 55 as described in Document No. 8667797, a distance of 295.20 feet; thence South 00 degrees 23 minutes 25 seconds West, parallel with the West line of said Southwest Quarter of the Southwest Quarter a distance of 379.62 feet to the South line of said Southwest Quarter of the Southwest Quarter; thence South 89 degrees 46 minutes 46 seconds West, along said south line, a distance of 295.13 feet to the point of beginning. Page 1 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -57 November 25, 2013 NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request by for an after - the -fact extension of the final plat approvals for Ess Addition and, WHEREAS, the Corcoran City Council adopted Resolution 2009 -07 approving a preliminary plat for Ess Addition on February 26, 2009; WHEREAS, the Corcoran City Council adopted Resolution 2009 -08 approving a final plat for Ess Addition on February 26, 2009; WHEREAS, Section 935.010, Subd. 7 of the Corcoran City Code states that the final plat shall expire 2 years from the date of approval unless the applicant has recorded the final plat with Hennepin County or unless the applicant submits written request for an extension; WHEREAS, the Corcoran City Council adopted Resolution 2012 -67 approving a final plat extension for Ess Addition on November 29, 2012; WHEREAS, the applicant is requesting an additional one month extension to settle issues related to the estate of Thomas W. Ess and prepare the plat for filing; WHEREAS, the City Council finds that the applicant has made good faith efforts to complete the platting process, the outstanding plat issues are resolved, granting the time extension request does not damage the City of Corcoran and is in the best interest of the applicant; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for an extension of the final plat approvals until December 29, 2013, subject to the following: 1. The applicant must record the final plat and all associated documents at Hennepin County prior to December 29, 2013. 2. The applicant shall provide the City with proof of recording prior to release of any remaining escrow. 3. All conditions of Resolution 2009 -07, 2009 -08 and 2012 -67 remain, except that condition #4 of Resolution 2007 -08 is revised as follows: a. The applicant shall provide an 80 -foot wide road easement or covenant in favor of the City for the portion of this future collector road that crosses Outlot A. The easement shall be on forms acceptable to this City and shall be submitted to the City for review and approval prior to recording. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Page 2 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -57 November 25, 2013 Whereupon, said Resolution is hereby declared adopted on this 25th day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 3 City Seal STEINER & CURTISS, P.A. ATTORNEYS AT LAW 400 WELLS F'ARGO BANK BUILDING 1011 FIRST STREET SOUTH HOPKINS, MN 55343 JEREMY S. STEINER* WYNN CURTISS *Real Property Law Specialist, certified by the Minnesota State Bar Association Writer =s Direct Dial No. 952- 938 -6219 November 14, 2013 f:�MMIT:M;f■ City Planner BY EMAIL City of Corcoran Landform Professional Services, LLC 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Re: Ess Addition Dear Kendra: (952) 938 -7635 FAX (952) 938 -7670 The purpose of this letter is to request that the City of Corcoran extend the deadline for execution and recording of the plat of Ess Addition and all associated documents by 30 days, to December 29, 2013. We have made a diligent effort to complete the pending proceeding to register title to the land included in the plat and satisfy all conditions of plat approval by the previously established deadline of November 29, 2013, and expect to have the proceeding completed on November 26. The plat of Ess Addition cannot be recorded until the title registration proceeding is completed and proof of its completion and registration of title to all of the property included in the plat in the names of Ess Development, LLC, and the Estate of Thomas Ess, has been delivered to the Hennepin County surveyor and the City of Corcoran. Because the Hennepin County Recorder and Registrar of Titles offices will be closed on November 28 and 29, it is possible that we will not be able to provide proof of title to the County Surveyor and the City and record the plat by the November 29 deadline. Therefore, it is requested that the City Council extend the time to execute and record the plat of Ess Addition to December 29, 2013. &sEindahl.ltr2 The City Council's consideration in approving the requested 30 day extension at the November 25 City Council meeting would be greatly appreciated. Please contact me if you require additional information in order to process this request or have any questions. Sincerely, �,4",e-w7r 5-'1 0.1- Jeremy S. Steiner JSS /jw cc: Judith Ess, by email Trent Ess, by email Travis Van Neste, by email Jeffrey Carson, by email Mary Taylor, Esq., by email Ess\Lindahl.ltr2 �/ ;[.. ! )} § \ \� ul ) } m | / U. - �! } }�/ \ } \ } la § ; \! ; ! � )! !| {I �! . !,! )! ]! \} | I / |!a 2g ;�| � \ \ )\ I 11MI� I deaF e { gQi'l —_ne m_a -. V..a mnaw,m —v �� $ p iu R Km L y • � 1 3 L C�\ $ s,s, 9 d 3Y` sy g•�•l E I2 s 'a`iNL x- c�sz�� \i _' pz I � STAFF REPORT Document No. 9e. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Met Council Forecast Response Action Required: Approval Summary: In September the Metropolitan Council released preliminary 2040 forecasts that significantly differed from the 2030 forecast for the City of Corcoran. Staff has met with Metropolitan Council staff to attempt to understand why the forecasts were significantly changed and feels strongly that they are inaccurate. Metropolitan Council staff are requesting a response from City's that feel the forecasts are not accurate. To this end a draft letter has been composed and staff requests the City Council approve submitting it to the Metropolitan Council. Financial /Budget: N/A Options: 1. Direct staff to submit a letter to the Metropolitan Council in regards to the 2040 forecast as drafted. 2. Send back to staff for further review. Recommendation: Direct staff to submit a letter to the Metropolitan Council in regards to the 2040 forecast as drafted. Council Action: Consider a motion to direct staff to submit a letter to the Metropolitan Council in regards to the 2040 forecast as drafted. Attachments: 1. Draft letter to the Metropolitan Council L e-7-- I . K: i_�, CnY OF CORCORIM 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E -mail - general(a)ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us November 25, 2013 Ms. Freya Thamman Sector Representative Metropolitan Council 390 Robert Street North St. Paul, MN 55101 RE: Metropolitan Council's Preliminary 2040 Forecasts Dear Ms. Thamman; The City of Corcoran has reviewed the Metropolitan Council's preliminary 2040 population, household and employment forecasts and we appreciate you meeting with staff to discuss these forecasts before the Metropolitan Council updates the regional plans and finalizes the growth forecasts for the seven - county metropolitan area. The City of Corcoran also understands that the forecasts are for the year 2040 only and forecasts for 2020 and 2030 will also be revised and incorporated into the final Thrive MSP 2040. The Metropolitan Council's preliminary 2040 forecast significantly reduced Corcoran's number of households by 34 percent, population by 48 percent and employment by 68 percent. These reductions are compared below: CORCORAN 2030 Development Framework and Adopted Comprehensive Plan Thrive MSP 2040 (preliminary) Households 6,100 4,000 Population 17,600 9,100 Employment 5,500 1,780 Our 2030 comprehensive plan was developed to accommodate the 2030 forecasts and ensure that the City had guided enough land and had adequate infrastructure in place to accommodate projected growth. Since adoption of our Comprehensive Plan in 2011, the City has invested significantly in sewer and water infrastructure to facilitate the development anticipated in our adopted 2030 Comprehensive Plan. We have several development proposals that are being discussed and we expect our first urban development to be approved next month for 422 new single family homes. We expect that our infrastructure investment, regional transportation investment like the completion of Highway 610, and the energy created by the new Corcoran developments will spur growth at levels anticipated by the 2030 forecasts. While the economic downturn delayed the timing of this development, the City is slowly regaining growth and is expecting to achieve sustainable growth levels as previously anticipated, albeit with a later start date. As the economy continues to recover, development within Corcoran is expected to increase. Based on our conversation, the City expects that the Metropolitan Council will continue to ensure infrastructure investment that best supports the total capacity of households, population and employment from the City's Future Vision 2030 Comprehensive Plan. To accomplish this, Corcoran's forecasted growth for planning purposes should be based on an annual growth of approximately 168 new homes annually (for the next 26 years) and 2.8 persons per household instead of 2.275 persons per household proposed in the preliminary forecast. The City of Corcoran continues to attract three and four bedroom homes that cater to young families. The annual number of new residential permits will continue to increase and the number of people per household will be within a few percentage points of the number of people per household we have experienced for the past forty years. Since 1970, Corcoran's average has decreased from a high of 4.07, but has remained over 3 persons per household. Our Comprehensive Plan anticipates a continued slow reduction in persons per household, but we believe that Corcoran will continue to see large homes for families with children and we expect to continue to see an average of 2.8 persons per household. Employment forecasts for 2040 must also be adjusted and as a starting point would retain the 2030 forecasts, which are supported by our land use plan. Since the Metropolitan Council will be revising these forecasts, we will request an additional opportunity to adjust employment forecasts at a later date. In summary, we request that the 2030 forecast numbers be used as the 2040 forecast numbers. We look forward to continuing the dialogue with the Metropolitan Council as the forecasts get revised and developed as part of the Thrive MSP 2040 regional plans. Sincerely, Kenneth Guenthner Mayor Copy: Kendra Lindahl, City Planner City File Brad Martens City Administrator • • • • L A N D F© R M From Site to Finish • 105 South Fifth Avenue MEMORANDUM Suite 513 Minneapolis, MN 55401 DATE November 19, 2013 TO Corcoran City Council CC FROM Kendra Lindahl, AICP RE Park Dedication Process — Information Only • • • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net At the October 24, 2013 Council meeting, the City Council asked staff how the City tracks park dedication and ensures that it is collected as required. The Corcoran process is typical of other cities that I have worked for in my 20 plus years of work as a City Planner and consultant. Prnr.PSs Minnesota Statutes § 462.358.Subd.2b allows cities to collect park dedication as part of a subdivision process for conservation purposes or for public use as parks, playgrounds, trails, wetlands, or open space, and may alternatively accept an equivalent amount in cash based upon the undeveloped land value. The City must adopt a park dedication ordinance with policies and fees. Corcoran has adopted the required ordinances. When a plat application comes in, City staff first reviews the historical files at City Hall to see if the property had been platted previously and whether park dedication had been previously paid. We research the address files and subdivision files for these records. This is the best source of information because it typically includes staff reports, resolutions and /or maps. Generally, park dedication was only paid for platted lots, so if there is a lot or outlot with development rights remaining, we have found that park dedication usually has not been fully satisfied. Most historic park dedication prior 2001 was cash not land dedication. Nevertheless, staff researches all historical files to review all development issues, including park dedication. Then staff reviews the Comprehensive Plan to identify whether or not park land is planned for the site. If the site is identified for park dedication, staff will work with the applicant to provide the needed park dedication in compliance with the Subdivision Ordinance requirements. The Parks and Trails Commission will review this plan and make a recommendation to the City Council. Regardless of whether the required dedication is land or cash, staff will recommend adoption of a resolution with conditions that specify what is required for park dedication. Prior to release of a final plat for recording, the City Planner will review the file to ensure that all required conditions of approval have been prior to release of the plat. We use checklists that must be checked, signed and dated for a variety of different issues. Specifically, for park dedication, staff will review the application for whatever was directed by the City Council: a) Land Dedication. Staff will review the trail easement documents or park deed with the City Attorney and then release the original document to the applicant for filing at the County. Prior to release of the remaining escrow or issuance of building permits, the applicant must provide the city will a fully executed copy of the trail Landform , SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 easement document or deed for the city records AND proof that the document was recorded at Hennepin County. b) Cash in lieu of Land. If cash is due, the check must be provided to the City prior to release of the mylar for recording. C) Sometimes a combination of cash and land may be required and we will ensure that correct amount of cash and land is collected /deeded. Record Keeping When land is deeded to the City or trail easements are provided, staff places a copy of the official recorded document in a file folder with all other park land deed and easement documents. A copy is also placed in the project file. If cash in lieu of land in taken, the cash dedication is tracked by a spreadsheet by the City Clerk and noted on the project checklist. In addition to the paper filing system, which will remain indefinitely for deeds and easements, the new laserfiche system purchased by the City will also allow for electronic filing and record keeping, which will make it even easier to search for copies of records, including park dedication. Summary While staff acknowledges that there were some gaps in the historic record - keeping, we believe that they systems and checks and balances established by the current staff provides an excellent system for ensuring that park dedication requirements are met. While several council members and commissioner have expressed concerns about whether City staff has the tools in place to ensure that park dedication is collected as required and not collected twice on the same parcel of land, we feel confident that we have a system in place to address these concerns. However, if any council members have specific questions or concerns, I encourage you to contact the City Administrator or me to discuss. MEMORANDUM STAFF REPORT Document No. 10a. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: 2014 Budget and Levy Action Required: Direction Summary: Staff continues to refine the 2014 Budget prior to the Truth -in- Taxation hearing and final approval by the City Council. Attached to this report is the updated budget which will be recommended for approval in December. Cells highlighted in yellow have been adjusted since the last time the City Council reviewed the document on September 12, 2013. Staff requests the City Council provide any comments they may have prior to presenting information for the Truth -in- Taxation hearing scheduled for December 12, 2013. The 2014 Budget directly correlates to the Preliminary Levy which was set on September 12, 2013 in the amount of $3,106,700. Any reductions in the Levy will require offsetting revenue increases or expenditure reductions in the 2014 budget. Financial /Budget: The 2014 Budget results in a Levy amount of $3,106,700 which is a 5.9% increase from 2013. Options: 1. Direct staff to proceed to the Truth -in- Taxation Hearing with a 2014 Budget and Levy as presented. 2. Direct staff to amend the 2014 Budget and Levy. Recommendation: N/A Council Action: Direct staff how to proceed to the Truth -in- Taxation Hearing. Attachments: 1. Proposed 2014 Budget 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 3 LINE ITEM CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDUL DIFFERENCE 2013/2014 41 1 CITY HALL DEPARTMENTS COMMENTS 5 City Council 6 41100 -100 Wages & Salaries 6,600 6,600 6,600 6,600 $ - 7 41100 -122 FICA / SS 409 409 409 409 $ - 8 41100 -126 Medicare 96 96 96 96 $ - 9 41100 -210 1 Operating Expense 285 - 100 100 $ - 10 41100 -364 Workers' Compensation 32 55 46 $ (9) 11 Total City Council 7,390 7,137 7,260 7,251 $ 9 12 13 News Letter/Website 14 41130 -351 News letter, Misc literature 3,714 4,062 4,000 4,500 $ 500 16 41130 -354 Website 700 700 700 700 $ - 17 Total Newsletter & Web 4,414 4,762 4,700 5,200 $ (500) 18 19 Elections 20 41410 -210 Operating Supplies 1,122 6,263 5,000 5,000 $ - 21 Total Elections 1,122 6,263 5,000 5,000 $ - 22 23 Auditor 24 41540 -300 Professional Services 16,612 16,675 17,700 18,250 $ 550 25 Financial Services 5,958 5,486 4,000 6,000 $ 2,000 26 28 Total Auditor 22,570 22,161 21,700 24,250 $ 2,550 29 30 Assessor 31 41550 -210 Operating Supplies 760 929 500 1,000 $ 500 32 41550 -300 Professional Services 49,284 49,284 49,284 52,788 $ 3,504 New contract 33 Total Assessor 50,044 50,213 49,784 53,788 $ 4,004 34 35 Attorney 36 41600 -300 Professional Services 32,972 22,353 30,000 30,000 $ - 37 Total City Attorney 32,972 22,353 30,000 30,000 $ - 38 39 City Charter 40 41000 -210 Operating Supplies 235 - - - $ - 41 41000 -300 Professional Services - - - $ - 42 Total City Charter 235 - - - $ - 43 44 Other General Government 48 41900 -210 Operating Supplies 31 3,255 $ - Crop land tax 49 41900 -300 Professional Srvs - 21,041 - - $ - 50 41900 -321 Telephone - - - - $ - 51 41900 -360 Insurance 42,717 18,806 45,000 57,000 $ 12,000 5% increase from 2013 actual 52 41900 -430 Misc Banking Charges - - $ - 53 41900 -433 Dues & Memberships 22,207 24,454 24,000 27,115 $ 3,115 54 $ 2,425 Metro Cities $ 365 194 Chamber 55 $ 13,625 Elm Creek Watershed 56 $ 2,385 NWHHS 57 $ 4,817 -MC 58 $ 1,698 Home Free 59 $ 1,800 Community Mediation 60 41900 -810 Refunds /Reimbursements - - $ - 61 Total Other Government 64,924 64,332 69,000 87,370 $ 18,370 62 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 3 LINE ITEM CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDUL DIFFERENCE 2013/2014 63 Planning & Zoning 41910 -210 Operating Supplies 2,000 $ 2,000 PH notices, labels, postage 64 41910 -300 Professional Services 60,590 41,728 32,000 50,000 $ 18,000 66 Total Planning & Zoning 60,590 41,728 32,000 52,000 $ 20,000 67 68 City Hall Operating Expenses 69 41941 -200 Office Supplies 2,563 1,978 3,000 3,000 $ - 70 41941 -201 Postage /Shipping 2,025 1,628 2,500 2,500 $ - 71 41941 -207 Computer / Copier Supplies 5,073 2,424 3,000 3,000 $ - 72 41941 -210 Operating Supplies 14,208 12,497 9,500 12,500 $ 3,000 Cintas, Zep, Adams, Wilmar Water 73 41941 -300 Professional Services 10,832 15,385 7,000 7,300 $ 300 4% Admin fees increase (Paychex„ US Bank) 74 41941 -321 Telephone 3,065 2,182 3,000 3,000 $ - 75 41941 -352 Gen. Notices Public Hearing information 1,632 2,235 2,000 2,500 $ 500 Crow River News 76 41941 -364 Workers Comp Insur. ( Misc. Vol. Commissioners Staff) 1 - 438 14 $ (424) 77 41941 -380 Utilities / Outside Services 14,904 12,833 14,500 14,500 $ - Center Point, Randys, Wright Henn Elec, Wright Henn Security 78 41941 -400 Repairs /Maintenance Bldg. 7,060 9,817 4,000 9,000 $ 5,000 Cleaning Service 79 41941 -430 Misc. Banking Charge - 64 - - $ - 80 41941 -520 Buildings & Structures - 4,000 4,000 $ - Facility 81 41941 -810 Refunds /Reimbursements - $ - 82 Total City Hall Operating 61,362 61,042 52,938 61,314 $ 8,376 83 84 IT Technology 86 41951 -207 Computer / Supplies 6,295 7,580 7,500 7,500 $ - Annual license renewal 87 41951 -210 Operating Supplies 4,500 4,500 $ - Hardware /Software 88 41951 -300 Professional Supplies 6,000 6,000 $ - Managed services 89 41951 -530 Facility Assets 7,000 - $ (7,000) No Project for 2014 90 Total IT Technology 6,295 7,580 25,000 18,000 $ (7,000) 91 92 Engineering 94 43170 -300 Professional Services 68,388 53,365 40,000 40,000 $ - 95 Total Engineering 68,388 53,365 40,000 40,000 $ - 96 97 Fire 98 42200 -300 Professional Services 247,090 242,083 250,000 239,000 $ (11,000) 99 42200 -550 Motor Vehicles 11,258 - - - $ - 100 42200 -580 Safety Inspections 676 - - - $ - New -Start inspection program 101 Total Fire Services 259,023 242,083 250,000 239,000 $ (11,000) 102 103 Building Inspections 104 42400 -300 Professional Services 48,461 9,421 15,000 28,000 $ 13,000 2013 new homes /Lennar 105 42400 -437 Surcharges 2,995 1,727 2,500 5,000 $ 2,500 106 Total Building Inspections 51,457 11,148 17,500 33,000 $ 15,500 107 108 Recycling 109 43232 -210 Operating Supplies 1,839 827 1,000 1,000 $ - 110 43232 -300 Professional Services 71,176 64,743 69,000 69,000 $ - 111 Total Recycling 73,016 65,570 70,000 70,000 $ - 112 113 GRAND TOTAL CITY HALL 763,802 659,736 674,882 726,173 51,291 114 115 City Administrator 116 41300 -100 Wages & Salaries 87,623 92,519 93,987 91,780 $ (2,207) 117 41300 -121 PERA 6,353 6,708 6,814 6,654 $ (160) 118 41300 -122 FICA / SS 4,857 5,148 5,827 5,690 $ (137) 119 41300 -126 IMedicare 1,129 1,312 1,363 1,331 $ (32) 120 41300 -130 1 Employer Paid FSA - - 350 - $ (350) 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 3 LINE ITEM CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDUL DIFFERENCE 2013/2014 121 41300 -131 Employer Paid Health 13,223 13,959 13,467 16,745 $ 3,278 $1,695 Retiree benefit until 4/1/2014 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 3 LINE ITEM CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDUL DIFFERENCE 2013/2014 122 41300 -132 Medical Cafeteria Plan - - - $ - 123 41300 -133 Employer Paid HSA - $ - 124 41300 -140 Unemployment Compensation - - - $ - 125 41300 -208 Training 2,668 1,813 2,500 3,650 $ 1,150 126 41300 -210 Operating Supplies 837 492 700 700 $ - 127 41300 -300 Professional Services - - - - $ - 128 41300 -364 Workers' Compensation 709 (683) 840 809 $ (31) 129 $ 111 MN City /County Managers 130 $ 738 ICMA 131 41300 -433 Dues & Memberships 871 848 900 700 $ (200) 132 Grand Total City Administrator 118,270 122,114 126,748 128,059 $ 1,311 133 134 City Clerk / Administrative Staff 135 41400 -100 Wages & Salaries 123,369 135,247 117,112 121,271 $ 4,159 136 41400 -110 Overtime 194 1,827 2,000 2,000 $ - 137 41400 -121 PERA 8,912 9,922 8,635 8,937 $ 302 138 41400 -122 FICA / SS 8,312 8,883 7,385 7,643 $ 258 139 41400 -126 Medicare 1,933 2,078 1,727 1,787 $ 60 140 41400 -130 Employer Paid FSA - $ - 141 41400 -131 Employer Paid Health 24,309 23,363 27,634 30,100 $ 2,466 142 41400 -132 Medical Cafeteria $ - 143 41400 -133 Employer Paid H S A $ - 144 41400 -140 Unemployment Compensation - $ - 145 41400 -208 Training 1,044 830 3,500 2,500 $ (1,000) $1,000 moved to Code Enforcement 146 41400 -210 Operating Supplies 396 404 500 500 $ - 148 41400 -364 Workers' Compensation Insurance 1,293 1,216 1,411 1,041 $ (370) 149 41400 -433 Dues & Memberships 60 35 150 150 $ - 150 Grand Total Admin Staff 169,821 183,804 170,054 175,929 $ 5,875 151 152 Code Enforcement 153 41920 -100 Wages & Salaries 5,514 7,543 39,419 45,678 $ 6,259 154 41920 -110 Overtime - - 1,000 1,000 $ - 155 41920 -121 PERA 400 503 2,930 3,384 $ 454 156 41920 -122 FICA / SS 341 445 2,506 2,894 $ 388 157 41920 -126 Medicare 80 104 586 677 $ 91 158 41920 -130 FSA Employer - - $ - 159 41920 -131 Health Insurance - - 13,817 15,050 $ 1,233 160 41920 -140 Unemployment Compensation - $ - 161 41920 -208 Training - 1,000 $ 1,000 162 41920 -210 Operating Supplies 595 1,054 1,500 1,500 $ - 163 41920 -300 Professional Srvs - 526 - - $ - 164 41920 -331 Vehicle Expense - $ - 165 41920 -344 Public Hearing Notices - $ - 166 41920 -364 Workers' Compensation - 401 $ 401 167 41920 -417 Uniform - 100 100 200 $ 100 168 41920 -433 Dues & Membership - - - 100 $ 100 169 Grand Total Code Enforcement 6,930 10,276 61,858 71,784 $ 9,926 170 171 Employee Benefit Charges 172 43190 -300 Professional Services 3,000 3,000 $ - Wage and Benefits Market Study 173 Total Employee Benefit Chgs 3,000 3,000 $ - 174 175 Transfers to /from Other Funds 176 49360 -710 Residual Equity Transfer $ - 177 49360 -720 Operating Transfers $ - 178 $ - 179 Grand Total Administration 1,058,823 975,930 1,036,542 1,104,946 68,404 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 3 LINE ITEM CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDUL DIFFERENCE 2013/2014 180 181 PUBLIC WORKS 182 PERSONNEL SERVICES 183 43100 -100 Full -time - Regular 285,064 269,477 279,203 285,440 $ 6,237 184 43100 -110 Full -time - Overtime 19,345 17,020 19,380 19,380 $ - Includes $1,000 for Country Daze 185 43100 -121 PERA 20,926 20,839 21,647 22,099 $ 452 186 43100 -122 FICA / SS 16,239 16,695 18,512 18,899 $ 387 187 43100 -126 Medicare 3,772 3,954 4,329 4,420 $ 91 188 43100 -130 Employer Paid FSA - $ - 189 43100 -131 Employer Paid Health 57,845 61,921 69,085 75,250 $ 6,165 190 43100 -132 Medical Cafeteria - $ - 191 43100 -133 Employer Paid H S A - $ - 193 43100 -140 Unemployment Compensation - - $ - 194 43100 -364 Workers' Compensation Insurance 13,419 20,996 15,076 25,971 $ 10,895 195 43100 -417 Uniforms 6,920 5,874 7,000 7,000 $ - 196 Total Public Works Personnel 423,531 416,777 434,232 458,459 24,226 197 198 OPERATING EXPENSES 199 43100 -200 Office Supplies - $ - 200 43100 -208 Training and Instruction 1,863 3,739 4,000 4,000 $ - 201 43100 -210 Operating Supplies 15,583 21,091 20,000 25,000 $ 5,000 202 43100 -212 Motor Fuels 39,943 37,195 32,000 37,000 $ 5,000 203 43100 -220 Repair/ Main. Supplies 86,507 22,147 20,000 20,000 $ - 204 43100 -223 Building Repair 7,752 332 4,500 4,500 $ - 205 43100 -300 Professional Services 2,100 2,100 2,100 2,100 $ - 206 43100 -321 Telephone 4,386 5,005 5,600 6,000 $ 400 Cost of phone service in new building undetermined at this time 207 43100 -360 Insurance - - $ - 208 43100 -380 Utility services 8,884 7,726 9,000 15,000 $ 6,000 Utilities for new and old Public Works sites 209 43100 -810 Refunds /Reimbursements $ - 210 Total PW Misc. 167,019 99,335 97,200 113,600 16,400 211 212 CITY OPERATING SERVICES 213 43100 -222 Seal Coating 50,088 40,286 50,000 50,000 $ - 214 43100 -225 Land Scape /Ditch Maintenance 11,923 9,179 10,000 10,000 $ - 215 43100 -226 Sign Repair Material 5,502 4,149 6,000 6,000 $ - 216 43100 -227 Crack Filling 15,338 12,564 10,000 10,000 $ - 217 43100 -228 Dust Control 98,033 94,301 100,000 110,000 $ 10,000 10% contract increase 218 43100 -229 Culverts 10,120 11,132 13,000 10,000 $ (3,000) 220 43100 -231 Drain Tile - - $ - 221 43100 -232 Gravel 95,049 117,765 130,000 130,000 $ - 222 43100 -233 Asphalt /Maintenance patching 123,719 143,634 130,000 130,000 $ - 223 43100 -381 ISignal Lights /street lights 2,624 2,142 3,500 3,500 $ - 224 Total PW Operating 412,396 435,153 452,500 459,500 7,000 225 226 PARKS PERSONNEL SERVICES 227 45200 -100 Wages and Salaries 14,480 17,205 27,345 29,425 $ 2,080 228 45200 -110 Overtime - 477 - $ - 229 45200 -121 PERA - - - $ - 230 45200 -122 FICA / SS 843 1,098 1,695 1,824 $ 129 231 45200 -126 Medicare 197 257 397 427 $ 30 232 45200 -130 Employer Paid FSA - - - $ - 233 45200 -131 Employer Paid Health - - - $ - 234 45200 -364 Workers' Compensation Insurance 3,799 (1,815) 4,493 1,189 $ (3,304) 235 Total Parks Personnel 19,319 17,222 33,930 32,865 (1,065) 236 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 31 LINE ITEM 1 CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET DIFFERENCE 2013/2014 237 PARKS OPERATING EXPENSES 238 45200 -210 Operating Supplies 6,822 9,314 9,100 10,000 $ 900 Combined with Repair /Maint 45200 -220 240 45200 -221 Maintenance Project 10,352 13,592 15,000 15,000 $ - 241 45200 -300 Professional Services - $ - 242 45200 -321 Telephone 750 614 700 700 $ - 243 45200 -380 Utility services 4,437 4,572 7,100 8,000 $ 900 244 45200 -530 Improvements Other than Bldg 35,823 36,221 35,823 35,823 $ - NW Trails Snowmobile Club expense $35,823 245 45200 -810 Refunds /Reimbursements - $ - 246 Total Parks Operating 58,183 64,312 67,723 69,523 1,800 247 248 Total Parks 77,502 81,534 101,653 102,388 735 249 250 Ice & Snow Removal 251 43125 -210 Snow and Ice Removal 21,412 23,935 29,000 29,000 $ - Salt and Sand 252 Total Snow & Ice 21,412 23,935 29,000 29,000 - 253 254 1 GRAND TOTAL PUBLIC WORKS & PARKS1 1,101,860 1,056,733 1 1,114,585 1 1,1621947 1 48,362 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 3 LINE ITEM CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDUL DIFFERENCE 2013/2014 255 256 POLICE 257 PERSONNEL SERVICES 258 POLICE 259 42100 -100 Wages (Union) 479,168 507,594 334,681 345,433 $ 10,752 2% COLA & Corporal Vacancy Filled 260 42100 -101 Salaries 181,171 184,794 $ 3,623 261 42100 -110 Overtime 11,251 1,507 9,500 7,000 $ (2,500) Includes $1,000 for Country Daze /Lieutenant not eligible for OT or 262 42100 -111 Overtime Events 13,762 10,756 15,000 15,000 $ - Pass thru funds only /no Motocross/ No Rockin Rogers 263 42100 -121 PERA 72,689 74,884 77,570 83,853 $ 6,283 City Contribution increase - 14.4 % to 15.3% 264 42100 -122 FICA / SS - 11 $ - 265 42100 -126 Medicare 7,507 7,615 7,811 7,947 $ 136 266 42100 -130 Employer Paid FSA 414 - $ - 2671 1 42100 -131 Employer Paid Health 36,189 77,650 90,431 97,348 $ 6,917 268 42100 -132 Medical Cafeteria 35,027 - $ - 269 42100 -133 Employer Paid H S A 11,126 - $ - 270 42100 -134 Employer Paid HRA - - $ - 271 42100 -364 Workers' Compensation 25,287 7,456 24,000 25,920 $ 1,920 LMC Estimate 5% - 10% increase 272 TOTAL 692,419 687,472 740,164 767,295 $ 27,131 273 274 PART TIME 275 42101 -100 Wages and Salaries 65,047 75,072 78,100 78,100 $ - 277 42101 -111 Overtime Events 3,548 6,353 - - $ - Pass thru only -PT officer works events if no full time officer available -funds from 42100 -111 278 42101 -121 PERA 1,955 1,851 2,500 2,500 $ - 279 42101 -122 FICA / SS 1,958 4,252 4,842 4,842 $ - 280 42101 -126 Medicare 982 1,181 1,132 1,132 $ - 281 42101 -140 Unemployment Comp 5,141 - $ - 282 TOTAL 78,631 88,708 86,574 86,574 $ - 283 284 POLICE ADMIN 285 42102 -100 Wages and Salaries 37,639 39,515 42,328 45,011 $ 2,683 286 42102 -110 Overtime - 15 500 500 $ - 287 42102 -121 PERA 2,738 2,878 3,105 3,300 $ 195 PT officers who are employed as full time at home agency are PERA eligible 288 42102 -122 FICA / SS 2,617 2,671 2,655 2,822 $ 167 289 42102 -126 Medicare 608 625 621 660 $ 39 290 42102 -130 Employer Paid FSA 350 350 350 - $ (350) 291 42102 -131 Employer Paid Health 1,324 1,392 3,430 8,000 $ 4,570 292 42102 -132 Medical Cafeteria 5,125 4,159 2,730 - $ (2,730) 293 TOTAL 50,401 51,604 55,719 60,293 $ 4,574 294 295 SUPPLIES 296 42100 -200 Office Supplies 4,300 5,237 5,000 5,000 $ - 297 42100 -201 Postage 647 354 500 250 $ (250) 298 42100 -208 Training Classes and Supplies 12,125 11,010 10,000 10,000 $ - 299 42100 -209 Police Reserves Equipment 3,707 3,120 3,500 3,500 $ - 300 42100 -210 Patrol Supplies 2,950 4,185 3,500 4,000 $ 500 3011 1 42100 -212 Motor Fuels 40,336 39,115 34,000 37,000 $ 3,000 302 42100 -417 Clothing and Uniforms 6,709 7,768 8,460 9,460 $ 1,000 303 42100 -433 Dues and Memberships 790 870 1,000 1,200 $ 200 304 42100 -810 Refunds /Reimbursements - $ - 305 TOTAL 71,564 71,660 65,960 70,410 $ 4,450 306 307 CONTRACTUAL SERVICES 308 42100 -220 Maintenance - Motor Vehicle 8,962 13,397 8,000 8,000 $ - 309 42100 -223 Building Maintenance and Repairs 2,405 3,711 3,000 3,000 $ - 310 42100 -300 Professional - Animal Control 586 40 500 250 $ (250) 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 31 LINE ITEM 1 CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET DIFFERENCE 2013/2014 311 42100 -301 Prisoner - Professional Fees 4,966 5,370 8,000 8,000 $ - 312 42100 -304 Legal Services 34,238 25,869 30,000 27,500 $ (2,500) 313 42100 -321 Telephone 5,917 7,245 7,200 7,200 $ - 314 42100 -323 Radio Units 12,161 11,420 15,300 15,300 $ - 315 42100 -380 Utility Services / Civil Defense /Emergency Management 3,999 2,141 4,000 4,000 $ - 316 TOTAL 73,234 69,193 76,000 73,250 $ (2,750) 317 318 GRAND TOTAL POLICE 966,249 968,636 1,024,417 1,057,822 33,405 319 320 3211 ICOMBINED DEPARTMENT TOTAL EXPENDITURES 3,126,932 3,001,299 3,175,544 3,325,714 150,170 $1,498.00 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 31 LINE ITEM 1 CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET DIFFERENCE 2013/2014 322 323 Debt Service 324 Equipment Certificate Fund 325 331 Principal & Interest -2008 264,478 220,170 208,726 99,661 104,644 332 Principal & Interest -2010 61,833 64,924 333 Principal & Interest -2012 44,555 46,783 334 Total Principal & Interest 206,049 335 Required 5% overage 13,224 11,009 10,436 10,302 336 Total 277,702 231,179 219,162 216,351 $ (2,811) 216,351 344 345 Facility Expansion (PD) #307 & #407 348 Principal & Interest 41,830 41,412 40,828 41,178 349 Required 5% Overage 2,092 2,071 2,041 2,059 350 Total 43,922 43,483 42,869 43,237 $ 368 351 352 Facility Expansion (Public Works) 20128 353 Principal & Interest 65,000 98,888 $ 33,888 354 Required 5% Overage 3,250 4,944 $ 1,694 355 Total 68,250 103,832 $ 35,582 356 362 363 COMBINED DEBT SERVICE EXPENDITURES 321,623 274,662 330,281 363,420 $ 33,139 364 10a. 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 3 LINE ITEM CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDUL DIFFERENCE 2013/2014 365 REVENUES 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET BUDGET DIFFERENCE 2013/2014 366 GENERAL FUND REVENUE 367 368 GENERAL GOVERNMENT $ - 369 41900 -31810 Cable Franchise Fee 37,253 38,196 35,000 35,000 $ - 370 41900 -32110 Liquor Licenses Fees 18,260 18,270 18,250 18,250 $ - 371 41900 -33402 Homestead Credit - 10,543 $ - 3721 1 41900 -33403 Mobile Homestead Credit - $ - 373 41900 -33420 AG Preserve Credit 41789 5,825 $ - 374 41900 -33421 PERA State Aid 1,845 1,845 1,845 1,845 $ - 375 41900 -33422 Other Grants and Aid 17,370 - $ - 376 41900 -34000 Charges for Services 65 95 $ - 377 41900 -34103 Zoning / Subdivision Fees 6,265 7,180 6,000 6,000 $ - 3781 1 41900 -34105 Copies / Maps 152 108 150 150 $ - 379 41900 -34107 Assessment Search 75 50 50 50 $ - 380 41900 -34108 TIF Administrative Fees 8,000 8,500 12,000 - $ (12,000) 382 41900 -34405 Clean up day Income 1,060 709 1,000 675 $ (325) 383 41900 -36200 Miscellaneous Revenue 7,695 18,635 2,500 2,500 $ - 384 41900 -36210 Interest Earnings 4,071 1,953 3,000 3,000 $ - 3851 1 41900 -36217 Sale of Assets - - $ - 386 41900 -36220 Rents / Royalties 7,812 10,848 10,848 10,848 $ - Crop Rentals 387 41900 -36230 Donations 1,175 4,575 1,100 1,000 $ (100) 388 41900 -36233 Refunds /Reimbursements - - $ - 392 CITY HALL OPERATIONS $ - 393 41941 -34100 General Government $ - 3941 1 41941 -34101 Facility Rental 4,443 5,890 4,500 4,500 $ - 395 41941 -36200 Miscellaneous Revenue 2,778 1,229 1,000 1,000 $ - 396 PUBLIC SAFETY $ - 397 42100 -32240 Animal Licenses - - - - $ - 398 42100 -33423 Police Town Aid 46,565 45,308 47,000 47,000 $ - 399 42100 -33424 Police Training & POST 3,787 3,321 3,500 3,500 $ - 4001 1 42100 -33620 Other Grants and Aid /Safe & Sober 11,248 11,939 10,000 10,000 $ - Pass through only - Local traffic project 401 42100 -34200 Police Permits 1,755 2,417 1,500 1,500 $ - 402 42100 -34201 Police Service Charge 5,848 7,163 5,000 5,000 $ - 403 42100 -34202 Police Reports / Misc. Fees 1,086 756 1,500 800 $ (700) Reduced $700 404 42100 -34204 Police Training - 120 - - $ - 405 42100 -35101 Fines 106,500 80,338 90,000 75,000 $ (15,000) Lennar model homes 406 42100 -36200 Miscellaneous Revenue - 3,713 - - $ - 407 42100 -36230 Donations 1,345 - - - $ - 408 42100 -36233 1 Refunds /Reimbursements - $ - 409 BUILDING INSPECTION $ - 410 42400 -32210 IBuilding Permit Fees 83,590 56,021 50,000 50,000 $ - 411 PUBLIC WORKS $ - 412 43100 -33418 MSA Road Maint. Fund 129,364 126,236 130,000 125,000 $ (5,000) 413 43100 -34300 Public Works Permits / Fees 3,845 3,930 3,000 3,000 $ - 414 43100 -34301 Dust Control 78,888 73,170 55,530 55,530 $ - Council direction 415 43100 -36100 Special Assessments - $ - 416 43100 -36200 Miscellaneous Revenue 72,521 16,789 - - $ - 417 43100 -36233 Refunds /Reimbursements - - - $ - 418 ICE & SNOW REMOVAL $ - 419 43125 -36200 Miscellaneous Revenue 8,010 - - $ - 420 RECYCLING $ - 421 43232 -33610 County Recycling Grant 14,551 14,820 14,500 14,500 $ - 422 43232 -34400 Recycling Income 70,965 60,531 69,000 64,000 $ (5,000) 14231 1 43232 -36200 Miscellaneous Revenue $ - 10a. 10 1 CITY OF CORCORAN DRAFT 11/21/2013 2 2014 31 LINE ITEM 1 CODE DESCRIPTION OF EXPENDITURE 2011 ACTUAL 2012 ACTUAL 2013 BUDGET 2014 BUDGET DIFFERENCE 2013/2014 424 PARKS $ - 425 45200 -33422 Other State Grant 35,823 36,221 35,823 35,823 $ - Snowmobile trail grant 426 45200 -34101 Facility Rental 1,311 1,996 1,000 1,000 $ - 427 45200 -36200 Miscellaneous Revenue 45 63 $ - 428 45200 -36230 Donations 1,320 3,914 - - $ - 429 45200 -36233 Refunds /Reimbursements - $ - 430 TRANSFERS TO /FROM OTHER FUNDS $ - 431 49360 -39200 Transfer from Other Fund - $ - 432 433 TOTAL OTHER REVENUES 801,473 683,217 614,596 576,471 (38,125) 434 437 41900 -33422 Local Government Aid 7,058 $ 7,058 438 41900 -31100 General Property Taxes 2,371,360 2,511,817 2,604,456 2,743,280 $ 138,824 439 440 TOTAL PROPERTY TAX REVENUE 2,371,360 2,511,817 2,604,456 2,750,338 $ 145,882 2014 GPT Levy + 2014 LGA 441 442 TOTAL DEBT SERVICE TAX LEVY 321,623 274,662 330,281 363,420 $ 33,139 2014 Bond schedule x 5% 443 4441 1 TOTAL ALL REVENUES 3,494,457 3,469,695 3,549,333 3,690,229 $ 140,896 445 446 TOTAL ALL EXPENSES 3,448,556 3,275,960 3,505,826 3,689,134 $ 183,309 447 448 449 REVENUE-EXPENSE 45,901 193,735 43,507 1,095 4501 1 451 452 Estimated Year End Reserve 43,507 1,095 $ - TOTAL CERTIFIED LEVY 2,732,455 2,781,119 2,934,737 3,106,700 171,963 5.9% 10a. 11 STAFF REPORT Document No. 10b. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Public Works Facility Action Required: Update Summary: Work continues on the Public Works facility. Recently the base course of bituminous was installed along with HVAC equipment. A comprehensive update is attached. The estimated completion date is mid - December however additional punch -list work will extend until summer 2014. At the November 14, 2013 City Council meeting staff was requested to provide the City Council with information on what purchases remain for the facility along with a timeline for those approvals to take place. This information is below: 1. Pallet racking required for mezzanine and cold storage area for the storage of supplies: a. The estimated cost is $5,000 and will be paid for out of the Public Works budget. This item will be brought to the City Council for approval in December after quotes have been received. 2. Overhead crane to assist with the lifting of heavy objects to increase employee safety and productivity: a. The estimated cost is $60,000 and will be paid out of funds from a future Capital Improvement Plan bond. This item will be brought to the City Council in January for approval. 3. Vehicle lifts for heavy and light vehicles to perform repairs and preventative maintenance: a. The estimated cost is $50,000 and will be paid out of funds from a future Capital Improvement Plan bond. This item will be brought to the City Council in January for approval. 4. Welding hood: a. The estimated cost is $10,000 and will be paid out of funds from a future Capital Improvement Plan bond. This item will be brought to the City Council in January or February for approval. 5. Demolition of the old Public Works facility: a. The estimated cost is approximately $40,000 which includes the abatement of asbestos, relocation of electrical service to remaining shed, relocation of water service to remaining shed, and dumpsters for removing the demolished building. The demolition work itself would be performed Page 2 in -house by the Public Works Department. These costs would be brought to the City Council in the second or third quarter of 2014. 6. Cementing surface under the lean -to in order to allow for the storage of certain pieces of equipment (building code requires that equipment containing fuel and oil be stored on bituminous or cement surface): a. The estimated cost is $50,000 and would be paid out of funds from a future Capital Improvement Plan bond. This item would allow for any piece of equipment to be stored in the lean -to. As constructed the building code would not allow for the storage of fueled equipment such as lawn mowers, water truck, etc. Financial /Budget: As reported previously it is estimated that an additional $300,000 will be required to complete the Public Works facility. These additional costs can be covered internally until the City goes out for its regular Capital Improvement bond in 2014. Options: N/A Recommendation: N/A Council Action: Hear an update on the Public Works facility. Attachments: 1. Corcoran Public Works Facility Summary — November 2013 Corcoran Public Works Facility Summary November 2013 Construction Progress: 'A) 498. 9951 (800) 627. 1669 I. 1't lift of bituminous installed 2. Roof top equipment screens installation in progress 3. Concrete floors in vehicle storage, vehicle maintenance and wash bay installed 4. EFIS in progress. 5. Electrical rough in throughout the building is in progress 6. Plumbing /Gas /Air/ Hydronic piping is in progress 7. HVAC duct rough in is in progress 8. Fire Protection piping is in progress 9. Exterior lighting in progress 10. Painting in vehicle maintenance in progress 11. Tracking for substantial completion December 29. This is consistent with 30 day schedule impact previously described. 12. Pond development in progress. 13. Salt Sand Storage building is in place 14. Fuel Island is in place Cost Control Estimate Spread Sheet: 1. Total Executed Change in Construction cost to date is a deduct of $83,072.00 2. Total additional Proposed Changes Projected as of 11/120/13 $31,167 3. Original contract $4,034,283 total projected as of 11/20/13 $3,982,378 4. Contingency allowance budgeted $75,000. Remaining $75,000. Steering Committee Concerns: 1. Soils correction required on the north side. Wet gravel and sand removed, stockpiled on side and replaced with dry in order to complete bituminous base course. This can be reused. 2. Truck fill water line reviewed and determined new line should be installed without water treatment. 3. Edge of curbs should be staked to locate for snow removal. 4. Extending Fence on south side PF www.eberteonst.com , CONSTRUCTION CORCORAN PUBLIC WORKS COST CONTROL DATA SHEET Updated: 11/16/20/2013 $57,987 SCOPE -OF -WORK ORIGINAL VALUES REVISED VALUES DESIGN CHANGES CHANGE ORDERS DC #1 DC #2 DC #3 Co #1 CO #2 CO #3 Builders risk Insurance $10,000 $0 $0 0 $0 - $10,000 $0 $0 Electrical Service to Building $50,000 - $5,000 $0 $0 $0 $0 $0 $o $0 - $50,000 - $5,000 $0 Natural Gas Service to Building $0 $0 $0 $0 $o $0 Phone Service to Building $2,000 $2,000 $o $0 $0 $o $0 State Plumbing Review Fees MPCA Fees $2,000 $2,000 $0 $o $0 $o $0 $0 $0 $0 $400 $400 $0 $0 $0 $0 - -- Permit Fees $28,200 $26,912 $0 $0 - $1,288 $0 $0 Elm Creek Water Shed Permit $3,750 $D $o $D $3,750 $D $o Appliances $2,500 $2,500 $0 $0 $0 $0 $D $0 $0 Electrical Use Charge $3,500 $3,500 $o $0 $o $0 $0 Phones /Communication Devices $500 $500 $0 $o $0 $o $0 $0 - $ 0 $o Temporary Heat (Winter Construction) $1,800 $3,600 $1,800 $0 $0 $0 $D Office Furniture $2,000 $2,000 $o $o $0 $o $o _ Progress Cleaning $3,000 $3,325 $0 $0 $o $0 $0 $0 _.$325 $0 $o Trash Removal (Dumpsters) $6,0001 $6,000 $0 $0 $0 Sanitation $1,500 $o $0 $0 $1,500 $0 $o Low Voltage /Communications Wiring So $o Relocates Salt Storage Building Reside Existing Storage Building So $0 Crane /Equipment $0 $0 $0 Construction Management Fees Contingency $125,500 $75,0001 $125,500 $0 $0 $0 $0 $o $0 $o $o $75,000 $0 $0 $0 $0 Surveying $3,200 $4,200 $0 $o $0 $1,000 $0 $0 Special Inspections/Testing $12,773 $400,967 $15,773 $3,000 $0 $0 $5,000 $o $0 $0 $o Contractor Group 1 Earthwork $436,570 $4,0.00 $10,000 $9,595 .$7,008 Contractor Group 2 Precast Wall Contractor Group 2 Precast Plank Contractor Group 3 Concrete/ Mansonry $268,180 $51,519 $481,338 $270,851 $0 $0 $o $0 $0 $2,671 $52,609 $1,090 $0 5o $0 $0 $0 $o $0 $505,176 $0 $0 $1,620 $22,218 Contractor Group 4 Structural Steel Contractor Group 5 General /Carrpentry Contractor Group 6 Roofing /Sheet Metal $231,085 $227,788 $1,069 $o $0 $0 - $5,344 $978 $428,165 $429,965 $1,800 $o $0 $0 $0 $0 $o $0 $259,988 $227,188 $0 $0 - $32,800 $0 Contractor Group 7 Fire Protection Contractor Group 8 Plumbing /HVAC /Controls Contractor Group 9 Electrical $191,700 $192,910 $0 $2,500 $01 $0 $0 $1,270 - $0 $541,350 $509,621 $0 $0 $o $0 - $34,229 $o $0 $0 $251,547 $29,295 $251,567 $0 - $7,800 $7,820 $4,410 Well System Design and Installation $33,705 $0 $0 $0 $0 $o Septic System Design and Installation $25,430 $25,430 $0 _ $o $0 $0 $0 $0 Fence and Gates Allowance Landscaping /Trees Allowance _ $37,085 $12,300 $47,385 $0 $0 $0 $0 $0 $10,300 $15,700 $0 $0 $0 $0 $0 $3,400 Final Cleaning Allowance $1,030 $1,030 $0 $o $0 $0 $0 $0 Trees Allowance $10,000 $0 $0 $0 $0 $0 $0 - $10,000 $o $0 $0 $0 - $1,995 Irrigation Allowance $10,000 $8,005 $0 _ SUBTOTAL Overhead /Administration 3% $3,564,352 $106,931 $3,513,960 $15,259 $10,000 $5,000 $150 $5,150 - $39,267 $1,178 - $88,194 $46,810 $105,419 $458 $300 $10,300 - $2,646 $1,404 Sub Total $3,671,283 $225,000 $3,619,378 $15,717 - $40,445 - $90,840 $48,214 Cand Pruchase Architectural Fees $zz5,000 $138,000 $138,0 Project Total $4,034,283 $3,982,378 O J (6 N O Q O 01 C i U m N 0 N 0 C 0 C U w N O m d a m C a A 9 L 00 : M N M N N oa R v w:v m m m m':rn mso � v v' v v v 6❑ `m N o m D Ol m m DS 1 m r w o 0 0 0 0 0 a O O O O p O v p a v v d v v v v v v a a v v a a y o o O o 0 p- o j0 T A 2 4 2 : O. 2 O. O_ O_ 2 © i3_ o R o o a : O. o L2 O O_ o fl. D_ m o o z a : z a © a o.. a o. a¢ a n. a a. a ¢ a a, n. o z ¢ z ¢ :a ¢ a a a t ¢ ¢ ¢ ¢ ¢ a ¢ c a z -. C O< O p 0 0 N 0 0 O M N M O O (a V F O O O O N O '- O I'� N W O O M N N p 020 0 0 0 0 0 ✓` O d N '. M N IfJ 10 f1 aE of N a) M1 CI' p a p V C vpi c E v v m m a E C C C C C C C C C 0 o o o o o o aC o 0 0 Z Z S O Z Z 0 Z Z Z Z Z Z . Z Z Z Z Z Z Z Ua E E ` r E E E: C c _ a: a a m a w a v m G p E'. m C o C o M C p ! U C o o C 0 C 0 0 Z Z a Q Z ', U Z m :Z Z Z H F,.. H � ,,, � � : H F- a a R v u E y E W _ R O c p p R a C ro a v a O1 a c= R C a +'✓° : 3 a 'E U v R O O _ C v C V� a C p,,. m `o ` N O LL 'U E E > m 55 65 c E E , o `° a aE as LL c ? R O jO C V b C N m O a a C N a O C a 4 p C C 1 (E�W 2 � 0): a 0 Q GN 3 01 C @ a m y a . Ow �j�j�I I 'a O .m R m o - R O ro? O O , C >R 0 OO O ❑uUal m o .- U YC 3 ':. -a vo UC _ yci -¢ O E K ': ¢ E tv a Q o a EO m f ;O E � ¢ -`0 4 Q ❑ R' N N �M ',:. C In O V V f0 fO -r n ,r r r: r QI N W m 01 W Ol o R .- .ill O O C.1 N m O :O O O O O O O O O O 0 0 O O O K- A E p m z o 0 0 0 �l < �p Z ^- - - �- ¢ Q Q : U U U '. U U U U U '. U U ', U U N O m d O_ ❑ ¢. ¢ � LL N. M M = a..,. K >'o: � w d a. d U � Q UI m'. C d tO O O M O W W � � J O O O N M O L) U N N N N: o 0 0 o 0 0 0 rn a a a d a a a a 0 0 0 0 0 0 0 0 W � Z 0 0 m o m N O N M N o m V m N � w � J m J O = E 3 g � m u A C C O C O U U U o > OO w a K Q m U m C U a N a T I O) a 0 N O N v v � R c w R a N L L V O - N - N N : N N N N r: r r r . .- P n r c a❑ c co c co r m m c co - < <o m m c co m m... a :> p V Vl 0 0 V VI U UI W W N N N N O O O O O O O O O O: O O O O O O q: O O. 2 2 O O. L LL 2 2: l R f1 A A N Z Z fZ Z Z !Z Z Z Z Z Z Za2.Q Q Q p Q Q Q Q IQ O O O O O N N M M 6: O O I Il O O O O O O O O V V N N ( (O M M: C CO M M O O. n- : aE O v v v v v w w L L c c c c c. L L m m c c r ro > > v yi I IC C C C C C C C C G G C C C C J J 3 3 J J p p 3 3 V V C C V V K z z z z z z z z z z z z z z,> J K O Q O _ L r ry z _ a w z w E E E E E E E E E EE E E E E E E'.. O O O Z Z Z Z Z. U a� a R w a vE N m of N N 'v C O. N O O.: U O U LL O O Q Q N U W W N N a a: U O w w: p w w U O O U U w= 0 0 m o m N O N M N o m V m N � w � J m J O = E 3 g � m u A C C O C O U U U o > OO w a K Q m U m C U a N a T I O) a STAFF REPORT Document No. 10c. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Sanitary Sewer and Water Services Action Required: Direction Summary: Discussion continues on the proposed policy and ordinance related to sanitary sewer and water services. Attached to this report is an updated ordinance containing comments from the November 14, 2013 City Council meeting. The policy was not updated due to time constraints between City Council meetings. Language allowing or not allowing individual properties to connect to only water or only sewer has been intentionally omitted. Staff feels that these issues can be addressed individually if they arise in the future. Financial /Budget: The policy and ordinance outline requirements for properties within the City to pay availability fees and connection fees for the use of the sanitary sewer and water system. These fees offset the expenditures needed to develop and maintain the system. Revenues and expenditures for the system will be separate from the general fund and not be a part of the property taxes paid to the City. Options: N/A Recommendation: N/A Council Action: Comment on the proposed policy and ordinance related to sanitary sewer and water services. Attachments: 1. Ordinance Regulating Public Sanitary Sewer and Water Within the City of Corcoran CITY OF CORCORAN ORDINANCE NO. 2013- AN ORDINANCE REGULATING PUBLIC SANITARY SEWER AND WATER WITHIN THE CITY OF CORCORAN THE CITY COUNCIL OF CORCORAN ORDAINS: Section 1. Definitions. The following terms shall have the meanings given to them unless another meaning is clear from the context: 1.1 Account. A record of utility services used by each property and the periodic costs for those utility services. 1.2 Available (Sewer/Water). When a water or sewer line (trunk or lateral) is adjacent to property and ready for connection or when a trunk or lateral is available by utility easement or other lawful access. 1.3 City. The City of Corcoran, County of Hennepin, State of Minnesota. 1.4 City Utility System. Facilities used for providing public utility service owned or operated by City or agency thereof, including sewer, storm sewer and water service. 1.5 Connection Charge. Connection charges are paid by building or property owners to the City to cover the cost of physical connection and administrative and operations costs of the City utility. This charge is set by the City Council. 1.6 Fee Schedule. A schedule of all utility rates and charges set by ordinance of the City. 1.7 Metropolitan Council Sewer Availability Charge (SAC). The Sewer Availability Charge (SAC) is a one -time fee imposed by Metropolitan Council Environmental Services to customer communities for each new connection or increase in capacity demand of the Metropolitan Disposal System. The City may pass the SAC fee along with possible local fees to the building or property owners. The SAC fee is usually assigned when a building permit is issued for either a new building or a remodeling permit or when a connection permit is issued for an existing building connecting to the sanitary sewer system for the first time. One SAC unit equals 274 gallons of daily wastewater flow capacity. A freestanding, single - family residence is charged one SAC unit, a base unit. Other types of buildings pay a prorated SAC fee based on the estimated potential capacity of wastewater they may need. 1.8 Trunk Line Availability Charge (TLAC). The term "Trunk Line Availability Charge" is used as a basis for an acceptable charge against property whose property has availability to a water or sanitary sewer trunk line, as determined by the City, even if the owner does not connect to the line. This charge recognizes the ability to connect to the system as a value to the property. This charge is set by the City Council. 11/21/2013 1.9 Water and Sanitary Sewer Systems. Water and sanitary sewer transmission pipes, lines, fixtures, meters and all necessary equipment and appurtenances owned or operated by the City utility system for the purpose of providing water and sewer services for public or private use. CITY WATER SYSTEM Section 2. Purpose. 2.1 The City water supply system represents a significant public investment and its operation in an efficient and sanitary manner is essential to protect public health, safety and welfare, to safeguard municipal finances and to support development within the community. It is the purpose of this ordinance to protect the integrity, the financial stability and adequacy of the City water supply system by restricting the installation of private water supply wells where the City water supply system is available and regulating the permitting of private water supply wells and location where they pose a threat to City water supply wells. Section 3. Mandatory Connection. 3.1 When trunk or lateral service is available pursuant to 1.1, connection is required under the following circumstances: 3.1.1 Residential. a) New construction shall connect to the water system at the time of construction. b) Existing residents adjacent to a water trunk or lateral may request connection. C) Upon receipt of a Petition from an existing neighborhood, the City - Formatted: Justified Council shall consider the request. The City Council shall have discretion to approve or deny the Petition and shall consider the following information in reaching a decision: comprehensive cost of the project; individual cost to the residents; need for the project; existing site conditions of the proposed project and any other information relevant to rendering a decision. ^ majefity of r- esidents in an existing ne ghbefhee may request water- sen4ee (City Cotmeil shall eonsider- request bu . 3.1.2 Commercial /Industrial. a) New construction shall connect to the water system at the time of construction. b) Existing businesses adjacent to a water trunk or lateral shall connect within one year of service being available. C) Existing businesses shall connect immediately when an adjacent street is reconstructed. Section 4. Permit Required for Connection Work. No person shall open, connect with, use, alter, or disturb any public water line or appurtenance thereof without first obtaining a written permit from the City pursuant to this section. Section 5. Persons Authorized to Work on City Service Pipes. Only a duly authorized employee of the City or City contractors, are permitted to do any work on City service pipes or water meters connected to the City water system. Section 6. Rates and Billing. 6.1 Fee Schedule. A utility fees and charges schedule shall be prepared annually by the City Administrator and presented to the City Council for approval and adoption in ordinance form. The fee schedule shall be comprehensive and list all utility fees and charges and shall also include a water conservation incentive fee. 6.2 Frequency of Charges. Utility customers shall receive a bill for utility services quarterly. Utility customers are responsible for paying those bills within the timeframe provided on each bill. The City Administrator may contract for billing services on behalf of the City. 6.3 Charge for Water Usage. Utility customers shall be billed for water based on metered usage in per thousand gallon units. The amount billed per thousand gallons shall be set annually by the City Council and adopted by ordinance. 6.4 Base Charge — In addition to a usage charge, utility customers shall be billed a minimum base charge for water and sanitary sewer service. This charge shall be paid at the same time and in the same manner as payments for usage are required. Funds collected from this base charge shall be utilized to facilitate general administration of utility services, maintenance, and to cover other related costs. 6.5 Water Treatment Surcharge. In addition to the other charges imposed in this section, utility customers shall also be billed for a water treatment surcharge in an amount set by the City Council and adopted by ordinance. This surcharge shall be paid at the same time and in the same manner as payments for usage are required. This surcharge shall be used to offset the costs of water treatment performed by the City of Maple Grove. 6.6 Connection Charge. Utility customers shall pay a connection charge to connect property to the municipal system lines. Connection charges shall be set based on a "just and equitable" standard_ 1— °F eneing the aetu ' ost of ° eetio well s 1— 6.7 Trunk Line Availability Charge (TLAC). The water Trunk Line Availability Charge (TLAC) shall be made against the property owners under the following: 6.7.1 New Construction. a) Collected at time of final plat 6.7.2 Existing Properties a) Collected at time of connection to the system b) Fee may not be deferred, however eaft may be financed for between *p-te 5 and 20 years, depending on the nature and extend of the project, at 1% above City's cost of borrowing. If the project is self - financed, the interest charge will be 1% above the current borrowing cost of the City_. C) When a lateral is extended into an existing neighborhood, the availability charge shall be paid, or may be assessed pursuant to (b) above and the assessment may include the TLAC age and the connection charge. This TLAC shall be collected from every lot, parcel, or piece of property which shall hereafter connect to the water system. It shall also be collected from properties already connected to the system on which additional units are constructed. In the event of new construction, TLAC shall be collected from each individual or entity requesting or receiving a connection to the City water systems, unless the cost of construction for that portion of the system serving an individual lot or tract of land has been paid by the developer or builder platting said lot or tract of land. This charge recognizes the property owner's ability to connect to the system as a value to the property. Funds collected via this charge shall be allocated to cover the costs of establishment, construction, repair, replacement, maintenance, enlargement, and improvement of the City's water systems. 6.8 Deferrals. Under the authority of Minn. Stat. §435.193 -195, property owners may apply to the City for a deferral of payment for sewer and water charges being assessed to their property. The City Council shall consider the application and apply the policy standards for special assessment deferrals that have been adopted by the City Council. The deferral may be with or without interest depending on the hardship determined by the City Council. 6.98 Designation of Billing Address. All bills and notices pertaining to water and sanitary sewer systems sent by the City shall be sent to the house or street number of the property. If an owner or agent desires that personal notice be sent to a different address, that person shall file an application therefore with the City. Any error or change in any address shall be promptly reported to the City. 6.109 Late Charges, Delinquent Bills. A late charge, in an amount established in ordinance, shall be charged if bills are not paid by the due date established in that bill. If a bill is not paid within 30 days of the date that it becomes due, it shall be deemed delinquent. When a bill becomes delinquent, the City shall notify the property owner, in writing, of the same. An additional late charge shall be added on each quarterly calculation date upon which a delinquent bill, including any previous late charges, remains unpaid. 6.910:1 The City maintains the authority to certify delinquent charges to the Hennepin County Auditor for collection with taxes or the City may elect to shut off water to property in certain cases where delinquencies are greater than 90 days. It shall be the practice of the City to certify delinquent payments annually, but this may be done on a more frequent basis at the discretion of the City Council. Before certification for collection, or shut off, the City shall notify the property owner of the date and time of the meeting to address the delinquency. The City Council shall have final authority over actions related to delinquent payments or shut off for a property. 6.119 Mistakes in Billing — The City Administrator shall be authorized to make adjustments in water charges when, in the opinion of the City Administrator, the amount billed to a utility customer was erroneous due to an inaccurate or defective meter, or due to other mistake. 6.124- Maintenance and Repair of Water Mains. The City shall be responsible for maintenance and repair of the water line infrastructure from the water shutoff valve to the lateral connection. Maintenance and repair of water line located on private property from the water shutoff valve to the home is the responsibility of the property owner. If a property owner fails to make the necessary repairs to the water line within 30 days after the owner is notified to do so by the City, in writing, the City may cause the repairs to be completed and charged to the property owner for all costs associated with the repair. In cases where an emergency is declared, the City shall cause repairs the water system to be made immediately, which may include turning off the water to the property immediately. Section 7. Damaging or Tampering Prohibited. No person shall maliciously, willfully, or negligently break, damage, destroy, uncover, deface, or tamper with any structure, appurtenance, or equipment which is part of the municipal water line infrastructure. Section 8. Inspections. The Building Inspector and any other duly authorized City employee, bearing proper credentials and identification, shall be permitted to enter upon all properties for the purposes of inspection, observation, measurement, sampling, and testing in accordance with the provisions of this section. Section 9. Water Quality. The City of Corcoran purchases water from the City of Maple Grove and, therefore, the Corcoran water quality will be the same as that of Maple Grove. The use and supply of water furnished by Maple Grove shall at all times be governed by the applicable rules, regulations and conditions Maple Grove has in effect for the preservation, regulation and protection of its water supply; that Corcoran hereby adopts these same rules and regulations, by reference, and shall enforce said rules and regulations hereunder. Section 10. Water Meters. 10.1 Water Meter Required — Except for extinguishment of fires, no person except authorized City employees shall use water from the City water supply system or permit water to be drawn therefrom, unless the water is metered by passing through a meter supplied or approved by the City. 10.2 Tampering Prohibited. No person shall connect, disconnect, disassemble, alter, cause to be altered, tamper, obstruct, or interfere with any City water meter, unless authorized by the City. 10.3 Bypassing Meters or Taking Water. No person shall bypass or tamper with any water meter to avoid charges for water. 10.4 Ownership of Meters. Water meters shall be and remain the property of the City. Meters may be removed, replaced, or changed by the City whenever the City deems it necessary. 10.5 City Access to Read, Repair, and Replace Meters, Conduct Inspections. Authorized City employees shall have access at reasonable hours of the day to all parts of every building and premises connected with the City water supply system to read, repair, and replace meters and conduct inspections. Before entering private property to do so, the City shall solicit the written consent of the property owner. If a property owner refuses to give consent or fails to respond, the City may pursue legal options to enter the property. 10.6 Cost of Inspection. City staff will set and impose a cost for inspecting a meter that is reported to be malfunctioning or defective. This cost shall be reimbursed to the property owner should the meter require replacement or repair. 10.7 Cost of Repair. The City shall be responsible for the repair and replacement of water meters unless a meter is damaged by a property owner intentionally or the damage is due to carelessness on the part of the property owner. In such instances, the property owner shall be responsible for the costs of repair and /or replacement Section 11. Fire Hydrants. Fire hydrants located within the limits of the City of Corcoran shall be the property of the City. Only persons authorized by the City shall be allowed to open and operate any fire hydrant in the City for any purpose. Temporary access to hydrants may be granted by the City to previously unauthorized persons via a permit issued by the City. Payment for water used, except for that used in firefighting, shall be made in accordance with adopted ordinance. Section 12. Water System Mapping. The City shall maintain a comprehensive water system map detailing the following information: The number and line locations, the type and diameter of pipe, and the location of access points. The City shall maintain a program of regular inspection and maintenance performed on its water system lines. The City shall also maintain a program for lift station inspection and maintenance. Section 13. Water Use Restrictions. The City reserves the right to impose water use restrictions pursuant to . (Insert reference to City water restriction program or lay out details for initiating emergency restrictions and possible seasonal restrictions.) Section 14. City Not Liable for Damages Resulting from Interruption of Service — The City shall not be liable for any damages which result from any stoppage or slowing of the supply or flow of water as a result of breaks in mains, service pipes, fixtures, or by reason of obstruction or the breakdown of machinery. The City shall also not be liable for any damages which result from such stoppage or slowing that is the result of any necessary repair, or any other interruption in service. Section 15. Cross Connections Prohibited. No City water pipe shall be connected with any pump, well, or tank that is connected with any other source of water supply. When such a connection is found, the City shall notify the owner of the property on which the connection is found and order that the cross connection be disconnected. If this is not accomplished immediately, the water supply to the property may be turned off at the direction of the City Council. Before any new connection to the water system is permitted, the City shall ascertain that no cross - connection will exist when the connection is made. Section 16. Abandoned Services. 16.1 Disconnection Required. All service installations connected to the water system that have been abandoned or have become useless for further service shall be disconnected at the main by the City. All pipe and appurtenances removed shall be the property of the City. 16.2 Change to New Water Service. When a new structure is erected on the site of an old structure, and it is desired to increase or alter the old water service, no connections with the City mains shall be permitted until all the old service is removed and the main plugged. If there is an existing water service to another building on the site, it may remain in use. Section 17. Duties, Responsibilities, and Authority of City Administrator. The City Administrator shall be responsible for the implementation of this section and shall report annually to the City Council, as a part of the annual City budget process. At that time, the City Administrator shall inform the City Council of the status of the condition of the infrastructure, replacement requirements, and the financial condition and performance of the utility enterprise fund. [a I FAIM DMAIA 01 "VIII&I I Did Section 1. Purpose. 1.1 The City sanitary sewer supply system represents a significant public investment and its operation in an efficient and sanitary manner is essential to protect public health, safety and welfare, to safeguard municipal finances and to support development within the community. Section 2. Mandatory Connection. 2.1 Connection Required. (When service is available) 2.1.1 Residential. a) New construction shall connect to the sanitary sewer system at the time of construction. b) Existing residents adjacent to a sanitary sewer trunk or lateral may request connection. C) Upon receipt of a Petition from an existing neighborhood, the Cit Council shall consider the request. The City Council shall have discretion to approve or deny the Petition and shall consider the following information in reaching a decision: comprehensive cost of the project; individual cost to the residents; need for the project; existing site conditions of the proposed project and any other information relevant to rendering a decision. A-majef4y-af r-esidents in an existing neighbor-hood may request sanitai=y sewe system (City Getmeil shall eensider- but ordering of pr-oj eet +'s d eti Fy �) r de) If sewer is available you must hook up if your ISTS fails. 2.1.2 Commercial/Industrial. a) New construction shall connect to the sanitary sewer system at the time of construction. b) Existing businesses adjacent to a sanitary sewer system trunk or lateral shall connect within one year of sewer being available. C) Existing businesses shall connect immediately during an adjacent street reconstruction project. Section 3. Permit Required for Connection Work. No person shall open, connect with, use, alter, or disturb any public sewer line or appurtenance thereof without first obtaining a written permit from the City pursuant to this section. Section 4. Persons Authorized to Work on City Service Pipes. Only duly authorized employees of the City, or City contractors are permitted to do any work on City sewer service lines. Section 5. Rates and Billing. Rates and billing procedures for sanitary sewer services shall be established and imposed as described this ordinance. 5.1 Fee Schedule. A utility fees and charges schedule shall be prepared annually by the City Administrator and presented to the City Council for approval and adoption in ordinance form. The fee schedule shall be comprehensive and list all utility fees and charges. 5.2 Frequency of Charges. Utility customers shall receive a bill for utility services quarterly. Utility customers are responsible for paying those bills within the timeframe provided on each bill. The City Administrator may contract for billing services on behalf of the City. 5.3 Charge for Sanitary Sewer System Usage. Utility customers shall be billed for sanitary sewer based on metered usage of water in per thousand gallon units. The amount billed per thousand gallons shall be set annually by the City Council and adopted by ordinance. 5.4 Base Charge. In addition to a usage charge, utility customers shall be billed a minimum base charge for sanitary sewer service. This charge shall be paid at the same time and in the same manner as payments for usage are required. Funds collected from this base charge shall be utilized to facilitate general administration of utility services, maintenance, and to cover other related costs. 5.5 Connection Charge. Utility customers shall pay a connection charge to connect property to the sanitary sewer system lines. Connection charges shall be set based on a "just and equitable" standard_ by fef °.grog the aeteal east E)f , enne,.tion as el as b-. 5.6 Availability Charge. The sewer Trunk Line Availability Charge (TLAC) shall be made against the property owners under the following: 5.6.1 New Construction. a) Collected at time of final plat 5.6.2 Existing Properties a) Collected at time of connection b) Fee may not be deferred, however can be financed up to 5 years at I% above City's cost of borrowing C) When a lateral is extended into an existing neighborhood, the availability charge shall be paid or may be assessed per (b) above and the assessment may include the TLAC *fu& e afge and the connection charge This TLAC shall be collected from every lot, parcel, or piece of property which shall hereafter connect to the sanitary sewer system. It shall also be collected from properties already connected to the system on which additional units are constructed. In the event of new construction, TLAC shall be collected from each individual or entity requesting or receiving a connection to the City sanitary sewer systems, unless the cost of construction for that portion of the system serving an individual lot or tract of land has been paid by the developer or builder platting said lot or tract of land. This charge recognizes the property owner's ability to connect to the system as a value to the property. Funds collected via this charge shall be allocated to cover the costs of establishment, construction, repair, replacement, maintenance, enlargement, and improvement of the City's sanitary sewer systems. 5.7 Deferrals. Under the authority of Minn. Stat. §435.193 -195, property owners may apply to the City for a deferral of payment for sewer and water charges being assessed to their property. The City Council shall consider the application and apply the policy standards for special assessment deferrals that have been adopted by the City Council. The deferral may be with or without interest depending on the hardship determined by City Council. 5.8 Designation of Billing Address. All bills and notices pertaining to sanitary sewer systems sent by the City shall be sent to the house or street number of the property. If an owner or agent desires that personal notice be sent to a different address, that person shall file an application therefore with the City. Any error or change in any address shall be promptly reported to the City. 5.9 Late Charges; Delinquent Bills. A late charge, in an amount established in ordinance, shall be charged if bills are not paid by the due date established in that bill. If a bill is not paid within 30 days of the date that it becomes due, it shall be deemed delinquent. When a bill becomes delinquent, the City shall notify the property owner, in writing, of the same. An additional late charge shall be added on each quarterly calculation date upon which a delinquent bill, including any previous late charges, remains unpaid. 5.9.1 The City maintains the authority to certify delinquent charges to the Hennepin County Auditor for collection with taxes. It shall be the practice of the City to certify delinquent payments annually, but this may be done on a more frequent basis at the discretion of the City Council. Before certification for collection, the City shall notify the property owner of the date and time of the 10 meeting to address the delinquency. The City Council shall have final authority over actions related to delinquent payments for a property. 5.10 Mistakes in Billing. The City Administrator shall be authorized to make adjustments in sanitary sewer charges when, in the opinion of the City Administrator, the amount billed to a utility customer was erroneous due to an inaccurate or defective meter, or due to other mistake. Section 6. Maintenance and Repair of Sewer System. The property owner shall be responsible for maintaining and repairing the sanitary sewer line from the structure to the connection with the public sewer main. The City shall be responsible for maintaining and repairing the remainder of the sanitary sewer infrastructure. If a property owner fails to make the necessary repairs to the sewer line infrastructure within 30 days after the owner is notified to do so by the City, in writing, the City may cause the repairs to be completed and charged to the property owner for all costs associated with the repair. In cases where an emergency is declared, the City shall cause repairs to be to the sewer system to be made immediately. Section 7. Sewer Mapping. The City shall maintain a comprehensive sanitary sewer system map detailing the following information: The number and location of manholes, the number and location of service connections, line locations, the type and diameter of pipe, and the location of lift stations. The City shall maintain a program of regular inspection and maintenance performed on sanitary sewer lines. The City shall also maintain a program for lift station inspection and maintenance. Section 8. Damaging or Tampering Prohibited. No person shall maliciously, willfully, or negligently break, damage, destroy, uncover, deface, or tamper with any structure, appurtenance, or equipment which is part of the sanitary sewer system. Section 9. Inspections. The Building Inspector and any other duly authorized City employee, bearing proper credentials and identification, shall be permitted to enter upon all properties for the purposes of inspection, observation, measurement, sampling, and testing in accordance with the provisions of this section. Section 10. City Not Liable for Damages Resulting Interruption of Service. The City shall not be liable for any damages which result from the backup of sewer lines as a result of breaks in mains, service pipes, fixtures, or by reason of obstruction or the breakdown of machinery. The City shall also not be liable for any damages which result from such stoppage or slowing or backup that is the result of any necessary repair, or any other interruption in service. Section 11. Discharge to Public Sewer. No person shall discharge or cause to be discharged any harmful waters of wastes, whether liquid, solid, or gas, capable of causing obstruction to the flow in the sewer system, damage, or hazard to sewer structures, equipment, or personnel. No person shall discharge or cause to be discharged any storm water, surface water, groundwater, or runoff, subsurface drainage, cooling water, or industrial process waters to any City sanitary sewer, or otherwise interfere with the proper operation of the City sewer system. This includes sump discharges. 11 Section 12. Abandoned Services. 12.1 Disconnection Required — All service installations connected to the sanitary sewer system that have been abandoned or have become useless for further service shall be disconnected at the main by the City. All pipe and appurtenances removed shall be the property of the City. 12.2 Change to New Sanitary Sewer Service. When a new structure is erected on the site of an old structure, and it is desired to increase or alter the old sanitary sewer, no connections with the City mains shall be permitted until all the old service is removed and the main plugged. Section 13. Duties, Responsibilities, and Authority of City Administrator. The City Administrator shall be responsible for the implementation of this section and shall report annually to the City Council, as a part of the annual City budget process. At that time, the City Administrator shall inform the City Council of the status of the condition of the infrastructure, replacement requirements, and the financial condition and performance of the utility enterprise fund. Section 14. Penalties — Any person who violates any of the provisions of this ordinance shall be guilty of a misdemeanor and punishable in accordance with Ordinance No. Each day that any violation is continued shall constitute a separate offense. Section 15. Liability for Damages — A person who violates any of the provisions of this ordinance is liable to the City for any expense, loss, or damage incurred by the City by reason of such violation. Effective Date. This Ordinance shall be in full force and effect upon its publication and passage. ADOPTED by the City Council on day of 12013. VOTING AYE VOTING NAY Guenther, Ken Cossette, Tom Asleson, Rich Lynch, Diane Thomas, Ron ATTEST: Brad Martens, City Administrator 12 Guenther, Ken Cossette, Tom Asleson, Rich Lynch, Diane Thomas, Ron Ken Guenther, Mayor STAFF REPORT Document No. 10d. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Maple Hill Community Center Action Required: Update Summary: Bids for the proposed Maple Hill Community Center are due Friday, November 22nd at 1:30 p.m. Staff will present the bids received at the City Council meeting for discussion. Additional work will be required prior to asking the City Council to approve a bid. Financial /Budget: Approximately $17,000 in costs has been incurred to date on the project. Committed funds to construct the facility are a $225,000 Community Development Block Grant and a $30,000 commitment from Barry Hay, Owner of Maple Hill Estates. Options: N/A Recommendation: N/A Council Action: Hear an update on the Maple Hill Community Center Project. Attachments: N/A STAFF REPORT Document No. 11 a. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Action Required: Agreement Establishing Regional Safety Approval Group Summary: The City is required to meet safety standards that comply with the state and federal Occupational Safety and Health Act (OSHA). Compliance can be done through internal training, group training, or through the hiring of a consultant. It is recommended that the City join the Crow River Regional Safety Group to achieve compliance. The Crow River Regional Safety Group is comprised of the cities of Albertville, Annandale, Greenfield, Loretto, Rockford, and potentially Corcoran. This group is coordinated and subsidized through the League of Minnesota Cities Insurance Trust making it an efficient and affordable group. The Crow River Regional Safety Group will begin meetings in January and meet every month. Meetings require the attendance of one representative from each city department. In Corcoran that would require a representative from Administration, Public Works, and Police. Meetings have formal agendas and minutes prepared. Representatives will be required to share information learned at the meetings with their departments. An additional responsibility of the group is to establish a formal training schedule that will require additional attendees to participate as required by law. This includes annual training for all staff such as Right to Know and Blood Bourne Pathogens as well as specific additional training for specialized areas such as Public Works equipment. Financial /Budget: The annual cost of the program for all cities is $14,400 of which the League of Minnesota Cities pays for half. The remaining $7,200 is split between the six participating cities making Corcoran's share $1,200 per year. Options: 1. Approve an agreement establishing a regional safety group. 2. Send back to staff for further review. Recommendation: Approve an agreement establishing a regional safety group. Page 2 Council Action: 1. Consider a motion to approve an agreement establishing a regional safety group. Attachments: 1. Resolution 2013 -53 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -53 Motion By: Seconded By: A RESOLUTION ESTABLISHING REGIONAL SAFETY GROUP November 14, 2013 WHEREAS, the Parties have a duty to create a safe workplace for their employees, officials and volunteers; and WHEREAS, the Parties desire to create a safety group that is innovative and different from a traditional safety and health committee pursuant to Minnesota Rule 5208.700; and WHEREAS, the League of Minnesota Cities Insurance Trust ( LMCIT) has developed the Regional Safety Group Initiative to facilitate safety training for cities /entities; and WHEREAS, the governing bodies of the Parties believe it is in the best interests of the Parties to cooperatively promote safety and health in the workplace by participating in the Regional Safety Group Initiative; and WHEREAS, Minnesota Statutes, Section 471.59, authorizes the Parties by agreement of their governing bodies to jointly or cooperatively exercise any power common to them. NOW, THEREFORE, in consideration of the mutual covenants made herein, the undersigned Parties agree as follows: 1. Purpose. The purpose of this Agreement is to promote workplace safety and health through the sharing of ideas and knowledge among the Parties and by holding regular joint safety and health training, educational programs, and meetings. 2. Name. The Parties hereby establish a safety group to be known as the Crow River Regional Safety Group (the "RSG "). 3. Membership. A. LMCIT Members. All member cities /entities of the RSG are members in LMCIT's workers' compensation program. B. Initial Members. The initial member cities /entities of the RSG shall be the undersigned Parties executing this Agreement upon the approval of their governing bodies. C. New Members. A new member city /entity, that is a member of LMCIT's workers' compensation program, may be added to the RSG upon approval of a majority of the current members, as evidenced by a vote of the group members. Each member city /entity Page 1 of 4 City of Corcoran November 14, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -53 of the RSG shall be entitled to one vote. The matter need not be presented to the member's governing body. Following the approval by the RSG, membership in the RSG is effective upon approval and execution of the resolution attached hereto as Exhibit I, by a prospective member's governing body and its authorized representatives. D. Termination of Membership. Any member city /entity may terminate its membership in the RSG upon adoption by the member's governing body of a resolution indicating its intent to withdraw not less than 90 days prior to the end of a current term. Terms will be on a yearly calendar basis. Termination takes effect at the end of a current term. A copy of the termination resolution must be sent to the safety coordinator of each member city /entity and to Chris White, LMCIT Loss Control Program Coordinator, or other staff person as designated by LMCIT. Any terminated member shall remain responsible for its share of any costs incurred prior to the effective date of termination. A member city /entity shall also be terminated from the RSG if it is no longer a member of LMCIT's workers' compensation program. 4. Officers and Bylaws. The RSG may, but is not required to, elect officers to govern its actions. The duties and terms of any officers shall be determined by a majority vote of the RSG members. All members agree to act in good faith to further the interests of the RSG and to resolve disputes in an equitable and timely manner. The RSG may adopt bylaws or other rules governing the group that are not inconsistent with this Agreement. The RSG and its officers are not authorized to do any of the following: (a) to receive and expend funds; (b) to enter contracts; (c) to hire employees; (4) to purchase or otherwise acquire and hold real or personal property; or (5) to bring a lawsuit in the name of the RSG. 5. LMCIT Sponsored Training /Meetings. LMCIT offers the RSG safety training/meetings to be conducted by the Minnesota Municipal Utilities Association (MMUA). A. Number of Training /Meeting Sessions. The RSG is entitled to twelve (12) MMUA training sessions per calendar year with a maximum of 1 per month and a minimum of I every -other month. Each training session will be at a site to be determined by the RSG. The date of each training session shall coordinate with the designated MMUA representative. B. LMCIT Cost. LMCIT will pay one -half of the cost of each MMUA training session up to the maximum of twelve (12) sessions per calendar year. LMCIT will not reimburse members for travel, meals, or other charges. To be eligible for LMCIT cost - sharing, any MMUA training session not on the pre- approved training list, must be approved in advance by Chris White, LMCIT Loss Control Program Coordinator, or other staff person designated by LMCIT. Page 2 of 4 City of Corcoran November 14, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -53 C. Member Cost. The remaining cost of each MMUA training session shall be paid in equal proportions by each RSG member to LMCIT.* Each member city /entity agrees to pay its share of training costs after receiving an invoice from LMCIT. No member shall be responsible for the unpaid costs of another member. Each member is responsible for its cost even if it does not have a representative attend the training session. D. Program Changes. RSG members acknowledge that LMCIT may, at any time, change its obligations to RSG members. Any changes made in the RSG program will be communicated to RSG members within thirty (30) days of the change. 6. Education and Training. A. Online Education and Training. LMCIT has established an interactive web -based training program in cooperation with FirstNet Learning. RSG members and their employees, officers, and volunteers are entitled to free access to this online training. B. Other Education and Training. A RSG may hold other training and educational sessions or meetings as determined by the group at the members' expense. Approval from LMCIT is not needed for training or meetings for which no LMCIT subsidy is requested. 7. Safety Committee Meeting. As a part of any training session, the members may discuss any matters that would typically be discussed in a "joint labor- management safety and health committee" meeting under Minnesota Statutes, Section 182.676 and take any action authorized under Minnesota Rules, Chapter 5208. LMCIT requires each RSG to hold a joint Safety Committee Meeting every- other -month at a minimum. 8. General Provisions. A. Modification. No provision of this Agreement may be modified, altered, or rescinded except by a vote of the governing body of a majority of all members. Approved modifications take effect thirty (30) days after the date of approval by the last member approving the modification. B. Effective Date. This Agreement shall be effective after approval by the governing body of the last initial member to approve this Agreement and execution by that member's authorized representatives. C. Governing Law. This Agreement shall be governed by and interpreted in accordance with the laws of the State of Minnesota. * The members may choose some other method to share their remaining cost of the MMUA training, e.g., based on population. If an alternative method is chosen, LMCIT will not invoice the member cities /entities for the remaining cost. The RSG will need to develop an alternate method to collect and remit the members' costs to LMCIT. Section 5(C) of this agreement will need to be amended to reflect the alternate method chosen by the group. Page 3 of 4 City of Corcoran November 14, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 -53 D. Counterparts. This Agreement may be executed in several counterparts, each of which shall be an original, all of which shall constitute one and the same instrument. E. Savings Clause. If any court finds any provision of this Agreement to be contrary to law or invalid, the remainder of the Agreement will remain in full force and effect. IN WITNESS WHEREOF, the Parties, by action of their respective governing bodies, caused this Agreement to be approved on the dates below. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 14th day of November 2013. ATTEST: Jeanie Heinecke — City Clerk Kenneth Guenthner - Mayor Page 4 of 4 City Seal STAFF REPORT Document No. 11 b. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: 2014 City Calendar Action Required: Approval Summary: Staff has prepared a 2014 City Calendar which is attached to this report for the City Council to approve. The calendar continues the regular meeting schedule of the City Council, Planning Commission, and Parks & Trails Commission with the exception of the second meeting of the City Council in November and December, which have been rescheduled to accommodate the Thanksgiving and Christmas holidays. Financial /Budget: N/A Options: 1. Approve the 2014 City Calendar as presented. 2. Send back to staff for further review. Recommendation: Approve the 2014 City Calendar as presented. Council Action: 1. Consider a motion to approve the 2014 City Calendar as presented. Attachments: 1. 2014 City Calendar 2014 CITY OF CORCORAN Meetings IL Council Planning Commission - Parks & Trails Commissions City Holiday JANUARY S S M T W T F S 763 - 400 -7033 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 31 APRIL S S M T W T F S 763 - 400 -7033 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 31 31 JULY S M T W T F S Engineer 763 - 400 -7033 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 31 31 OCTOBER S M T W T F S Engineer 763 - 400 -7033 Tom Cossette 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 31 Council Members Contracted Services Ken Guenthner 763- 478 -6699 Planning 763 - 400 -7033 Rich Asleson 763- 428 -2535 Engineer 763 - 400 -7033 Tom Cossette 763 - 494 -9937 Building Inspector 763 - 479 -1720 Ron Thomas 763 - 478 -2472 City Assessor 763 - 473 -3978 Diane Lynch 612 - 245 -2808 Septic / Henn Co. 612 - 543 -5200 9 10 Randy's Sanitation 763 - 972 -3335 13 14 www.randyssanitation.com 16 FEBUARY S M T W T F S S 2 3 4 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25126 28 27 28 31 MAY S M T W T F S S 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 AUGUST S M T W T F S S 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1 281 29 30 31 30 NOVEMBER S S M T W T F S 2 3 4 5 6 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 MARCH S M T W T F S 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 19 20 21 22 23 24 25 26 27 28 29 30 31 JUNE S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 29 30 SEPTEMBER S S M T W T F S 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 DECEMBER S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 251 26 27 28 29 30 31 STAFF REPORT Document No. 11 c. Council Meeting: November 25, 2013 Prepared By: Brad Martens Topic: Action Required: Northwest Hennepin League of Approval Municipalities Summary: The City has received the attached invoice from the Northwest Hennepin League of Municipalities. Current Chair, Dayton Mayor Tim McNeil was contacted and informed staff that the organization has been in existence for more than 40 years and originally began as a lobbying group prior to Metro Cities. Currently the organization meets on the second Wednesday of the month in Loretto at 6:30 p.m. to hear from an invited speaker and to share City updates with each other. Recent speakers have included County Commissioner Jeff Johnson, County Engineer Jim Grube, County Assessor, and the Department of Natural Resources. The organization is geared towards elected officials and according to Chair Tim McNeil has been incredibly valuable to build his knowledge of city operations as an elected official as well as relationships in the region. Staff is requesting the City Council discuss joining the group and having a representative of the City Council at the meetings. Records show the last time the City was a part of the group was 2009. Financial /Budget: The cost to join the Northwest Hennepin League of Municipalities is $200. This includes paying for a meal for the representative attending. Options: 1. Approve joining the Northwest Hennepin League of Municipalities and appoint a member to attend meetings. 2. Deny joining the Northwest Hennepin League of Municipalities. Recommendation: N/A Council Action: 1. Consider a motion to join the Northwest Hennepin League of Municipalities and appoint a member to attend meetings. Attachments: 1. Northwest Hennepin League of Municipalities Invoice Tim McNeil Chair 612 -730 -9312 Tom Hultman Vice Chair - Secretary 763- 473 -8437 952 -261 -6414 Mardelle Decamp Treasurer 763- 479 -211.7 Cheryl Fischer Director 952- 472 -6510 612- 799 -8114 City of Corcoran Annual Dues for 2014 Total Amount Due $200,00 $200.00 At the October 2013 meeting the members of the Northwest Hennepin League of Municipalities voted to set the annual dues for 2014 the same as other years at $200.00. This includes ten meals for the year to be used as the city wishes. Either by your representative or an alternate. Your city will be charged at the end of 2014 for any extra meals. Mardelle Decamp, Treasurer Please make checks payable to: Northwest Hennepin League of Municipalities Send payment to: Northwest Hennepin League of Municipalities c/o City of Maple Plain Art: Mardelle DeCamp P.O. Box 97 Maple Plain, Minnesota 55359 Dayton Greenfield Hanover Independence Long Lake Loretto Maple Plain Medina Minnetrista