Loading...
HomeMy WebLinkAbout2013-02-14 -Council Agenda PacketAgenda Corcoran City Council February 14, 2013 - 7:00 PM 1. Call to Order/ Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Presentations -Bill Craig, League of MN Cities 6. Consent Agenda a. Draft Minutes of 1/24/13 Council Meeting* b. Ordinance 2013 -274 Summary of Ordinance 2013 -273 Adopting 2013 Fee Schedule* 7. Claims as Presented * a. Escrow Claims (Fund #500) b. Financial Claims 8. Staff Reports / Memos / Commissions a. Draft P & T Commission Minutes of 1/15/2013 b. Facility Audio Video Upgrade* 9. Planning /Zoning - None 10. Unfinished Business a. Public Works Facility Project Update i. Site Plan, Planning Case 12 -010 ii. Location of Facility on Property* iii. Summary of Bidding /Quote Process* iv. Authorize Bidding b. Eligible TIF Projects* c. Trail Haven Paving Survey* d. Lennar Residential Development e. Three Rivers Park District Agreement* f. Fire Department Study* g. Sewer and Water Utility Project Easements 11. New Business a. Hank Escrow Analysis* b. 2013 Recycling Program* c. Cleaning Contract Proposal* 12. Closed Meeting a. Code Enforcement — 12 -065 19XXX Co Rd 10 13. Review of Upcoming Council Meeting Agenda 14. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Administrator's City Council Meeting Agenda Memo February 14, 2013 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 1/24/2013 Council Meeting b. Ordinance 2013 -274 Summary Fee Ordinance. At the last meeting, the council passed the Fee Ordinance. Staff is asking you to allow use to publish the ordinance in summary form and in doing so, save a couple of hundred dollars. 7. Claims as Presented * a. Escrow Claims (Fund #500). b. All Other Claims As Presented. The claims now include any claims from the Building Official 8. Staff Reports / Memos /Commissions a. Draft Minutes -Park and Trails Commission Meeting of 1/15/2013. 9. Planning Business 10. Unfinished Business a. PW Facility i. Site Plan and Planning Commission Action. The Planning Commission heard this planning case at their meeting on February 7t". The Commission discussed the information in the report, No audience comments. The Commission passed a motion requesting the Council approve Resolution 2013 -04. See report. ii. Location of Facility -See my report iii. Summary of Bidding Process. Staff and the Construction Manager (CM) are recommending that the council approve the bidding and quote process for the development of the Public Works Facility. The documentation behind the process is voluminous. Each of the "bid packages" will have extensive instruction to bidders, and contract requirements. I am not including all of this material in the council packet. If council members want to review, please let me know and I will make available. In your packet will be the summary of the entire process and the individual "bid packages" explanations. Also included is a summary cost control worksheet. Every bid and quote received and awarded will be tracked as to expenditures and changes to the award contract. iv. Approve Bids and Authorize Bidding. Staff and CM are asking the council to authorize the letting of bid requests. This is a routine process at this point with no commitment or guarantee by the city that will are committing to the project. The real decision making will come at the March b. Eligible TIF Projects. See report c. Trail Haven Survey. See sample survey in your packet. d. Lennar Development Update. Staff is still waiting on Lennar to submit their "public" concept plan so we can get started on the feasibility plan for sewer and water. This has not been submitted to date. If it comes in this coming week, I can present at the council meeting. e. Three Rivers Park Agreement. In your packet is a draft agreement between the city and Three Rivers Park District for the development of the Trailhead Facility. At this time it is a I Administrator's City Council Meeting Agenda Memo February 14, 2013 draft developed by the city attorney and me. I am asking the council to review and comment, but not approve. The Three Rivers staff (Jonathon Vlaming) has seen this draft and he sees no problems. Three Rivers has asked me to attend their Facilities Committee meeting on March 7t" and present the agreement. If they approve, it will go on the Consent Agenda of the Board. No action is being asked of the council at this time. I have included also the estimate for the Architectural services from Oertel Architects. This comes in at $16,000. 1 asked Oertel Architects their thoughts on the total project cost. They are estimating: i. $16,000 Architect and other engineering ii. $15,000 Land iii. $110,000 building and site work ($125 to $150 /sq. ft. estimated for building only) All of this is well over the $110,000 suggested by Jonathon Vlaming of Three Rivers. I will be talking to him soon. f. Fire Department Study. I have put the memo from the last council meeting in your packet. The council will have a verbal update on the study scope and timeline. g. Sewer and Water Project Assessments. The city council has discussed this matter on a couple of occasions in the past. The city attorney and I would like to discuss the option of assessing the properties in the original sewer and water area. It appears that if we assess the $300,000 (cost to city for water from Maple Grove which was not a TIF eligible expense), this money could be used in a variety of ways or to supplement current funds. Staff is asking the council to give direction. 11. New Business a. Hank Escrow Fund. Resident Pat Hank wishes to address the council on the matter of the outstanding Escrow Account that he is responsible for and owes $779.82. The account summary is in your packet. This matter goes back to 2007 on a project Mr. Hank was involved with in the city. In 2008, he was given a refund of $275 and $435.41 which he thought closed out the Escrow. For whatever reason, the outstanding invoices were not noticed or recorded at the time thus the outstanding amount due. By the way, all of the escrow accounts with negative balances have been cleared up except this account and the old Hedgestone account. We started 2010 with about 10 of these negative accounts. b. 2013 Recycling Program. See my report c. City Hall Maintenance and Cleaning Contract. See my report 12. Closed Meeting 13. Review of Upcoming Council Meeting Agenda Council Calendar Planning Commission 2/7/13 3/7/13 4/4/13 5/2/13 6/6/13 7/4/13 Asleson Lynch Cossette Thomas Guenthner Asleson Parks and Trails Commission 1/15/13 2/19/13 3/19/13 4/16/13 5/21/13 6/18/13 Asleson Lynch Cossette Thomas Guenthner Asleson 2 City of Corcoran City Council Meeting Minutes January 24, 2013 - 7:00 PM 6a. The Corcoran City Council met on January 24, 2013, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Cossette, Councilor Lynch, and Councilor Thomas. Also present were City Administrator Donahue, City Attorney Carson, City Planner Lindahl, City Engineer Torve, Public Works Superintendent Meister, Director of Public Safety Gormley, and City Clerk Heinecke. Excused absence: Councilor Asleson Mayor Guenthner called the regular meeting to order at 7:00 pm. 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval MOTION: made by Cossette, seconded by Thomas to approve the agenda as presented with the following change. 12d. Code Enforcement moved to 8c. Code Enforcement Update Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) 4. Open Forum -None 5. Presentations -None 6. Consent Agenda a. Draft Minutes of 1/10/13 Council Meeting b. 2013 Local Board of Appeal April 11, 2013 MOTION: made by Thomas, seconded by Lynch to approve the consent agenda as presented. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) 7. Claims as Presented a. Escrow Claims (Fund #500) MOTION: made by Cossette, seconded by Thomas to approve escrow claims as presented. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) b. Financial Claims MOTION: made by Lynch, seconded by Cossette to approve financial claims as presented. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) 8. Staff Reports / Memos /Commissions a. Hamel Fire Report received, no action required. b. Planning Project Update received, no action required. c. Code Enforcement Update i. 12 -065 194xxx Co Rd 10 — Verbal report from City Attorney Carson. Attorney Carson advised council to schedule a closed meeting to discuss the legal options. ii. 12 -021 20xxx Co Rd 10 — Property owner not in attendance. Verbal report from Administrator Donahue. Council tabled discussion pending property owner's appearance at the meeting. iii. 12 -018 19xxx Co Rd 30 — Property owner Jeff Ophoven 19315 Co Rd 30 addressed the council regarding the history of his property. Council suggested Mr. Ophoven contact City Planner Lindahl to discuss solutions. 9. Planning Business / Landform -None City of Corcoran City Council Meeting Minutes January 24, 2013 - 7:00 PM 6a. a. Heinz Topo/Wetland Waiver 12 -027 MOTION: made by Thomas, seconded by Cossette to approve Resolution 2013 -02 "Approval of a Topography and Wetland Delineation Waiver for Platting of the Heinz Property at 20801 Co Rd 117 (PID 03- 119- 23 -14- 0002)" as presented. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) b. Tech Ung Site Amendment 12 -028 MOTION: made by Thomas, seconded by Cossette to approve Resolution 2013 -03 "Approval of a Site Plan Amendment for Tech Ung at 6970 Oak Ridge Rd (PID 26- 119- 23 -44- 0005)" with change to condition 6 as discussed. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) 10. Engineering / Wenck -None 11. Unfinished Business a. Public Works Facility Project Update received and discussed. No action required. i. Oertel Architects Pay Request #2 MOTION: made by Cossette, seconded by Lynch to approve Oertel Architects Pay Request #2 as presented. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) Discussion on Possible Sewer & Water Projects - update received. Council discussed the broader use of the balance in the TIF fund. Staff directed to provide information on permitted uses of the TIF balance. c. Discussion on Possible Street Projects — update received and discussed. Staff directed to prepare a survey for property owners affected by Trail Haven paving project. d. Discussion on Assessment Policy Development — update received and discussed. No action required. e. Discussion on Possible Lennar Residential Development — general planning process report received. No action required. f. Rockford School Property Development — verbal update from Administrator Donahue. No action required. g. Review of Five Year Finance Plan — plan document received. No action required. h. Review of Maple Hills Community Center Project - update received. MOTION: made by Thomas, seconded by Lynch to authorize staff to proceed with development work consistent with the memo's presented in the 01/24/13 council meeting agenda. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) 12. New Business a. Approve Ordinance 2013 -273, 2013 Fee Schedule MOTION: made by Cossette, seconded by Lynch to approve Ordinance 2013 -273 "2013 Fee Schedule" as presented. Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) b. Public Works- Recruitment of Maintenance Worker — verbal update from Administrator Donahue with a request to proceed to hire. Council by consensus approved staff to proceed with the hiring process. City of Corcoran City Council Meeting Minutes January 24, 2013 - 7:00 PM 6a. c. Commission Appointments MOTION: made by Thomas, seconded by Cossette to approve Parks & Trails Commissioners as presented. 1. Thomas Anderson 2. Kevin Dale 3. Debbie Regan 4. Chad Robran Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) MOTION: made by Cossette, seconded by Lynch to approve Planning Commissioners as presented. 1. Dean Jacobs 2. Dorothy Theis Voting Aye: Guenthner, Cossette, Lynch and Thomas. (Motion carried 4:0) d. Discussion on Possible Bonding Assistance for a Non - Profit Organization — verbal report by Administrator Donahue. Council directed staff to pursue exploration of bond assistance process. 13. Review of Upcoming Council Meeting Agenda a. Eligible TIF projects (Transportation planning, Downtown sewer and water, Park sewer and water, Co Rd 10/50 intersection district) b. Maple Hill Community Center c. Trail Haven Street Survey MOTION: made by Thomas, seconded by Lynch to adjourn. Voting Aye: Guenthner, Cossette, Lynch, and Thomas. (Motion carried 4:0) Meeting adjourned at 9:35 Jeanie Heinecke, City Cl City of Corcoran County of Hennepin State of Minnesota ORDINANCE NO. 2013 -274 Motion By: Seconded By: CITY OF CORCORAN SUMMARY OF ORDINANCE NO. 2013 -273 AN ORDINANCE ADOPTING 2013 FEE SCHEDULE February 14, 2013 .• Ordinance 2013 -273 determining fees to be charged by the City for development, inspection, and other related services was adopted on January 24, 2013. A printed copy of the entire Ordinance 2013 -273 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 14th day of February 2013. ATTEST: Jeanie Heinecke — City Clerk Kenneth Guenthner - Mayor Page 1 of 1 City Seal FINANCIAL CLAIMS CHECK RANGE 20440 • 20503 Agenda Item 7 a -b. Council Meeting Date: 2/14/2013 Prepared By: jheinecke Agenda Item: 7a. FUND #500 Escrow Claims Paid to Amount Project name Wenck Associates 1,112.00 Lennar Family Builders 12 -25 Total 1,112.00 Total Fund #500 (See attached Check Detail Register) Agenda Item: 71b. ALL OTHER FINANCIAL CLAIMS (See attached Check Detail Register) TOTAL AUTO DEDUCTIONS TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements Date Paid to Amount 1/17/13 Mn Dept Rev -Fuel tax 212.90 1/22/13 The Hartford 351.20 1/25/13 Net Payroll PR02 28,763.91 1/25/13 Payroll Taxes 10,333.41 1125/13 Paychex Fee 254.12 1/29/13 PERA 7,754.32 2/1/13 Citi Street -457 Deferred Comp 2,897.00 2/1/13 Citi Street- Health Care Savings 1,497.57 1/30/13 US Bank - H S A 1,094.95 1/31/13 Blue Cross Blue Shield 9,093.50 2/1113 FP- Postage 350.00 2/7/13 Net Payroll PR03 28,839.31 2/8/13 Payroll Taxes 10,641.10 2/8113 Paychex Fee 26126 Total 102,346.55 * Total amount not reflected in Cash Balances Report $102,346.55 $ 1,112.00 $ 279,445.61 $ 102,346.55 $ 382,904.16 H: \City Hall Information \CITY GOVERNMENT \Council, Commissions & Comm ittees \Council Information \Council Claims\2013 Claims CITY OF CORCORAN 2/8/2013 CASH BALANCE REPORT Grand Total 5,957,158.65 3,903,704.39 CORCORAN, MN 02/07/1310: 12 AM Page 1 *Check Detail Register@ February 2013 Check Amt Invoice Comment ..,, r. a�a+1`,u,iaq 10100 Farmers State Bank ' Paid Chk #� 020440 2/14/2013 ACME TOOLS � "' E 100 - 43100 -210 Operating Supplies (GENERAL) $224.42 1_745199 SUPPLIES Total ACME TOOLS $224.42 .,. ....... ... __... ..._. - Paid Chk# 020441 2/14/2013 ASSURANT EMPLOYEE BENEFITS � �� � � �" E 100 - 42102 -131 Employer Paid Health $12.74 020113 02/13 PREMIUM E 100 - 43100 -131 Employer Paid Health $85.70 020113 02/13 PREMIUM E 100- 42100 -131 Employer Paid Health $159.60 020113 02/13 PREMIUM E 100 - 41300 -131 Employer Paid Health $29.18 020113 02/13 PREMIUM E 100 - 41400 -131 Employer Paid Health $46.68 020113 02/13 PREMIUM Total ASSURANT EMPLOYEE BENEFITS $333.90 $71.25 013013 Paid Chk# 020442 2/14/2013 BANYON DATA SYSTEMS "' E 100- 41951 -207 Computer Supplies $805.94 148785 ANNUAL SUPPORT - UB Total BANYON DATA SYSTEMS $805,94 Paid Chk# 020443 _ 2%14 %2013 CARSON, CLELLAND &SCHREDER " "' - E 100 -42100 -304 Legal Fees $1,144.18 013013 CRIMINAL -LEGAL E 100 - 41600 -300 Professional Srvs (GENERAL) $560.00 013013 CODE ENF 12 -65 E 100 - 41600 -300 Professional Srvs (GENERAL) $46.67 013013 THREE RIVERS E 100 - 41600 -300 Professional Srvs (GENERAL) $70.00 013013 MAPLE HILL E 401 - 41900 -300 Professional Srvs (GENERAL) $837.40 013013 LEGAL E 205 - 42100 -304 Legal Fees $71.25 013013 LEGAL E 100 -41600 -300 Professional Srvs (GENERAL) $1,516.67 013013 CIVIL E 411 - 43100 -300 Professional Srvs (GENERAL) $116.67 013013 LEGAL Total CARSON, CLELLAND & SCHREDER $4,362.84 E 100 - 42100 -200 Office Supplies (GENERAL) $20.75__020713 470187165 TITLE TRANSFER E 100 - 41941 -210 Total CASH $20.75 470187166 City Hall Scraper Mat Paid Chk# 020445 /2013 , ......� 2/14 CDW GOVERNMENT . - ...... -. .. ., ._. _- .. E 100 - 42100 -210 Operating Supplies (GENERAL) $291.34 W826994 SQUAD DIGITAL CAMERA X2 E 100 - 41951 -210 Operating Supplies (GENERAL) $765.38 WW078121 ANTIVIRUS ANNUAL RENEWAL E 100 - 41941 -210 Total CDW GOVERNMENT $1,056.72 470189906 City Hall Scraper Mat Paid Chk# 020446 2/14%2013 CENTURY LINK" E 100- 45200 -321 Telephone $54.08 012113 LAND LINE Total CENTURY LINK $54.08 _�_.- .- -,,.,- -.. .., -v_ .. .. _..... _... Paid -Chk# 020447 2%14/2013 'CINTAS -470 E 100 - 42100 -223 Building Repair Supplies $27.53 470187165 FLOOR MATS E 100 - 41941 -210 Operating Supplies (GENERAL) $35.69 470187166 City Hall Scraper Mat E 100- 43100 -210 Operating Supplies (GENERAL) $27.66 470187167 PW Towels E 100- 43100 -417 Uniforms $58.05 470187168 PW Uniforms E 100 - 42100 -223 Building Repair Supplies $27.53 470189905 FLOOR MATS E 100 - 41941 -210 Operating Supplies (GENERAL) $35.69 470189906 City Hall Scraper Mat CORCORAN, MN 02/07/1310:12 AM Page 2 *Check Detail Register© February 2013 Total CINTAS -470 $480.27 Paid Chk# 020448 2/14/2013 66 MCAST- 902943336 E 100- 43100 -321 Telephone $118.31 24126524 LAND LINE E 100- 42100 -321 Telephone $118.31 24126524 LAND LINE E 100- 41941 -321 Telephone $118.32 24126524 LAND LINE Total COMCAST- 902943336 $354.94 . „_„„„- ..,„„.m,. „„,...._, „.._ .... ....... Paid Chk# 020449 2114/2013 DI APER DECK E 100 - 41941 -400 Repairs & Maint Cant (GENERAL $502.31 5 DIAPER DECK X2 Total DIAPER DECK $502.31 .'.E6. m„ .-... ._ -. , Paid Chk# 020450 2/14/2013 DONAHUE, DANIEL E 100- 41300 -210 Operating Supplies (GENERAL) $46.33 Check Amt Invoice Comment Ai. 6ti�"a n3u� %`�11�x \UUfiik? \ "w.mv"'114w.. f1�1"l!ou.113ltlk viL'Mw. ,a. \ \1 e v i. aS�. F:. 01.��sb4zi "zY rv, }V.. :Q0 . E 100 - 43100 -417 Uniforms 2/14/2013 DUANES SEPTIC SERVICE LLC $58.05 470189907 PW Uniforms E 100 - 45200 -210 Operating Supplies (GENERAL) $15.94 470193219 PARK TOWELS E 100- 42100 -223 Building Repair Supplies $27.53 470193220 FLOOR MATS E 100 - 41941 -210 Operating Supplies (GENERAL) $35.69 470193221 City Hall Scraper Mat E 100 - 43100 -210 Operating Supplies (GENERAL) $72.86 470193222 PW Towels E 100 - 43100 -417 Uniforms $58.05 470193223 PW Uniforms Total CINTAS -470 $480.27 Paid Chk# 020448 2/14/2013 66 MCAST- 902943336 E 100- 43100 -321 Telephone $118.31 24126524 LAND LINE E 100- 42100 -321 Telephone $118.31 24126524 LAND LINE E 100- 41941 -321 Telephone $118.32 24126524 LAND LINE Total COMCAST- 902943336 $354.94 . „_„„„- ..,„„.m,. „„,...._, „.._ .... ....... Paid Chk# 020449 2114/2013 DI APER DECK E 100 - 41941 -400 Repairs & Maint Cant (GENERAL $502.31 5 DIAPER DECK X2 Total DIAPER DECK $502.31 .'.E6. m„ .-... ._ -. , Paid Chk# 020450 2/14/2013 DONAHUE, DANIEL E 100- 41300 -210 Operating Supplies (GENERAL) $46.33 0113 MILEAGE Total DONAHUE, DANIEL $46.33 Paid Chk# 020451 2/14/2013 DUANES SEPTIC SERVICE LLC E 100- 45200 -221 Maintenance Projects $245.00 011413 PUMP TANK AT PARK Total DUANES SEPTIC SERVICE LLC $245.00 Paid Chk# 020452 2/14/2013 EBERT CONSTRUCTION E 411 - 43100 -300 Professional Srvs (GENERAL) $2,806.06 2 CM PAY #2 Total EBERT CONSTRUCTION $2,806.06 Paid Chk# 020453 2/14/2013 ELDER -JONES E 100 - 42400 -300 Professional Sws (GENERAL) $95.00 12 -213 PERMIT REFUND Total ELDER -JONES $95.00 Paid Chk# 020454 2/14/2013 ENVIROTECH SERVICES INC E 100 - 43125 -210 Operating Supplies (GENERAL) $1,235.53 CD201305520 MELT DOWN APEX Total ENVIROTECH SERVICES INC $1,235.53 n .u, ,.,,, Paid Chk# 020455 ,.A .......... ....... ., ... - .. 2/14/2013 GALL S INCORPORATED ., -..., _. -_ _,. ._ ._. E 100- 42100 -210 Operating Supplies (GENERAL) _ $31.09 319498 MEDICAL SUPPLIES Total GALLS INCORPORATED $31.09 Paid Chk# 020456 2/14/2013 GRAINGER E 100 - 45200 -210 Operating Supplies (GENERAL) $10.38 9039705356 SUPPLIES E 100 - 43100 -210 Operating Supplies (GENERAL) $14.91 9039705364 SUPPLIES E 100 - 43100 -210 Operating Supplies (GENERAL) $14.86 9041588204 SUPPLIES E 100 - 41941 -520 Buildings and Structures $274.50 9053968377 TOWEL DISPERNSER/SUPPLIES E 100 - 41941 -520 Buildings and Structures $228.18 9053968385 TOWEL DISPERNSER/SUPPUES CORCORAN, MN 02/07/1310:12 AM Page 3 *Check Detail Register© February 2013 E401-41900-310 Other Professional Services $6,237.31 52 2450 OVER SETTLEMENT REFUND Total HENN CO TAXPAYER SERVICES $6,237.31 Pai" .., ,..... .. d Chk# 020460 2/14/2013 HENN CO TAXPAYER SERVICES E 100 - 41900 -210 Operating Supplies (GENERAL) $3,254,40 2012 FARM 2012 CROP LAND TAX Total HENN CO TAXPAYER SERVICES $3,254.40 Paid Chk# - b� 204_ ' '61 E 100 - 42100 -433 Dues and Memberships $120.00 1635798 -2013 ANNUAL DUES Total IACP $120.00 Paitl Chk# 020462 2!1412013 J H CARSON CO E 100 - 45200 -210 Operating Supplies (GENERAL) $256.50 100312267 SUPPLIES E 100 - 41941 -210 Operating Supplies (GENERAL) $56.62 100312322 SUPPLIES Total J H LARSON CO $313.12 Paid Chk# b204" 63 2/14/2013 JACKS OIL DIET INC E 100 - 42100 -212 Motor Fuels Check Amt Invoice Comment E 100- 42100 -212 Motor Fuels $804,95 43609 Total GRAINGER $542.83 Motor Fuels Paid Chk# 020457 2/14%2013 HEINECKE, JEANIE DIESEL FUEL E 100 - 41941.200 Office Supplies (GENERAL) $32.56 0213 OUT GOING COUNCIL E416-42100-550 Motor Vehicles $20.75 0213 SQUAD 557 TITLE E 100 - 41941 -201 Postage /Shipping $31.80 0213 PLANNING PROJECT MAILING 43678 Total HEINECKE, JEANIE $85.11 Total JACKS OIL DIST INC � ,.„. su Paid Chk# 020458 0 -147 -_,,. .. w._. ,. -... 2!14/2013 �� -HENN CO PUBLIC WORKS E 310 - 43100 -530 Improvements Other Than Bldgs $136,454.00 1000024324 Right of Way Cc Rd 19 Improv - Total HENN CO PUBLIC WORKS $136,454.00 $646.86 Paid Chk# 020459 2114/2013 HENN CO TAXPAYER SERVICES - - -,.,. E401-41900-310 Other Professional Services $6,237.31 52 2450 OVER SETTLEMENT REFUND Total HENN CO TAXPAYER SERVICES $6,237.31 Pai" .., ,..... .. d Chk# 020460 2/14/2013 HENN CO TAXPAYER SERVICES E 100 - 41900 -210 Operating Supplies (GENERAL) $3,254,40 2012 FARM 2012 CROP LAND TAX Total HENN CO TAXPAYER SERVICES $3,254.40 Paid Chk# - b� 204_ ' '61 E 100 - 42100 -433 Dues and Memberships $120.00 1635798 -2013 ANNUAL DUES Total IACP $120.00 Paitl Chk# 020462 2!1412013 J H CARSON CO E 100 - 45200 -210 Operating Supplies (GENERAL) $256.50 100312267 SUPPLIES E 100 - 41941 -210 Operating Supplies (GENERAL) $56.62 100312322 SUPPLIES Total J H LARSON CO $313.12 Paid Chk# b204" 63 2/14/2013 JACKS OIL DIET INC E 100 - 42100 -212 Motor Fuels ($1.19) 01312113 BALANCE TO STMT E 100- 42100 -212 Motor Fuels $804,95 43609 SQUAD FUEL E 100 - 43100 -212 Motor Fuels $485.61 43609 DIESEL FUEL E 100 - 43100 -212 Motor Fuels $502.35 43671 DIESEL FUEL E 100- 42100 -212 Motor Fuels $1,200.98 43671 SQUAD FUEL E 100- 43100 -212 Motor Fuels $719.80 43678 KEROSENE Total JACKS OIL DIST INC $3,712.50 Paid Chk# 020464 2%14/2013 LAKES GAS COMPANY - E 100- 43100 -380 Utility & Services (GENERAL) $646.86 021110325 FUEL E 100 - 43100 -380 Utility & Services (GENERAL) $1,186.25 021110333 FUEL E 100- 42100 -212 Motor Fuels $420.90 021110341 PROPANE Total LAKES GAS COMPANY $2,254.01 Paid Chk# 020465 ... ._, 2/14/2013 �� IEXIPOL LLC ...,, -.. � �._ -. . . .. -�-.. . _ ., - - E 100 - 42100 -208 Training and Instruction $2,200.00 8217 LE POLICY MANUAL ONLINE ANNUAL SUBSCRIPTION Total LEXIPOL LLC $2,200.00 Paid Chk# 020466 2/14/2013 LOFFLER .� " " ` CORCORAN, MN 02/07/1310: 12 AM Page 4 *Check Detail Register© February 2013 Paid Chk# 020472 2/14/2013 -METRO WEST INSPECTION SERVICES E 100 - 42400 -300 Professional Srvs (GENERAL) otal METRO WEST INSPECTION SERVICES P1_11 id Chk# 020473 2/14/2013 �„ M-1— ETROPOLITAN A E 100 - 41300 -208 Training and Instruction E 100- 41300 -433 Dues and Memberships rotal METROPOLITAN AREA MGRS ASSOC $21525 011013 DEC 2012 $215.25 REA MGRS ASSOC $20.00 1085 JANUARY MEETING _ $45.00 2013 2013 DUES $65,00 Paid ,.2.,.,.... /14/20 E Y SA �.... .._ -._. ..- - . ...... . d Chk# 020474 2/14/2013 MINNESOTA HWY SAFETY CENTER E 100- 42100 -208 Training and Instruction $396.00 629430 -3132 DRIVING SCHOOL -DRAKE Total MINNESOTA HWY SAFETY CENTER $396.00 Paid Chk# 020475 2/14/2013 MPPOA - "" E 100 - 42100 -433 Dues and Memberships $50.00 GORMLEY ANNUAL DUES Total MPPOA $50.00 ..,.,,U.. ., ,.- �,.... ...., .. ' - .,_.. ,... . Paid Chk# 020478 2/14!2013 NAPA AUTO PARTS - CORCORAN E 100 - 42100 -220 Repair /Maint Supply (GENERAL) $5.96 870275 FORD AIR FILTER E 100 - 43100 -210 Operating Supplies (GENERAL) $6.94 877051 SUPPLIES E 100- 42100 -220 Repair /Maint Supply (GENERAL) $9.71 878295 HEADLAMP BULB E 100 - 42100 -220 Repair /Maint Supply (GENERAL) $6.39 878300 BATTERY CLEANER 551 E 100 - 43100 -210 Operating Supplies (GENERAL) $68.39 878301 SUPPLIES Check Amt Invoice Comment ... .. Win. E 100 - 41951 -207 Computer Supplies $375.46 1514776 ANNUAL SUBSCRIPTION TZ210 Total LOFFLER $375.46 ,...�.�.. ,,.�, ..., Paid Chk# 020467 . 4/20 2/113 LORETTO FIRE DEPARTMENT E100-42200-300 Professional Srvs (GENERAL) $17,702.75 2 -2090 1 ST QTR 2013 Total LORETTO FIRE DEPARTMENT $17,702.75 Paid Chk# 020468 --- TECHNOLOGIES INC 2/14/2013 LUBRICATION T E 100- 43100 -212 Motor Fuels $83.96 2158030 SUPPLIES Total LUBRICATION TECHNOLOGIES INC $8196 Paid Chk# 020469 2/14/2013 MCFOA ' -` - E 100 - 41400 -208 Training and Instruction $10.00 022013 REGIONAL MEETING Total MCFOA $10.00 # 020470 2/14/2013 �MEDINA, CITY OF E 100 - 43100 -381 Street/Signal Lights $579.92 STREET LIGHTING Total MEDINA, CITY OF $579.92 _4.223 Paid Chk# 02047 0471 2 /14 /2013MENARDSMAPLE GROVE - �- -- E202-42100-210 Operating Supplies (GENERAL) $12.81 10014 RANGE SUPPLIES E 100 -43100 -210 Operating Supplies (GENERAL) $17.66 10268 SUPPLIES E 100- 41941 -210 Operating Supplies (GENERAL) $228.57 10304 SUPPLIES E100-41941-210 Operating Supplies (GENERAL) $372.99 10327 SUPPLIES Total MENARDS MAPLE GROVE $632.03 Paid Chk# 020472 2/14/2013 -METRO WEST INSPECTION SERVICES E 100 - 42400 -300 Professional Srvs (GENERAL) otal METRO WEST INSPECTION SERVICES P1_11 id Chk# 020473 2/14/2013 �„ M-1— ETROPOLITAN A E 100 - 41300 -208 Training and Instruction E 100- 41300 -433 Dues and Memberships rotal METROPOLITAN AREA MGRS ASSOC $21525 011013 DEC 2012 $215.25 REA MGRS ASSOC $20.00 1085 JANUARY MEETING _ $45.00 2013 2013 DUES $65,00 Paid ,.2.,.,.... /14/20 E Y SA �.... .._ -._. ..- - . ...... . d Chk# 020474 2/14/2013 MINNESOTA HWY SAFETY CENTER E 100- 42100 -208 Training and Instruction $396.00 629430 -3132 DRIVING SCHOOL -DRAKE Total MINNESOTA HWY SAFETY CENTER $396.00 Paid Chk# 020475 2/14/2013 MPPOA - "" E 100 - 42100 -433 Dues and Memberships $50.00 GORMLEY ANNUAL DUES Total MPPOA $50.00 ..,.,,U.. ., ,.- �,.... ...., .. ' - .,_.. ,... . Paid Chk# 020478 2/14!2013 NAPA AUTO PARTS - CORCORAN E 100 - 42100 -220 Repair /Maint Supply (GENERAL) $5.96 870275 FORD AIR FILTER E 100 - 43100 -210 Operating Supplies (GENERAL) $6.94 877051 SUPPLIES E 100- 42100 -220 Repair /Maint Supply (GENERAL) $9.71 878295 HEADLAMP BULB E 100 - 42100 -220 Repair /Maint Supply (GENERAL) $6.39 878300 BATTERY CLEANER 551 E 100 - 43100 -210 Operating Supplies (GENERAL) $68.39 878301 SUPPLIES CORCORAN,MN *Check Detail Register© February 2013 Check Amt Invoice Comment ""+. Sy." v". d, TMaO"'" irtYxaY4. i! e" YY! kS, tiunS;; du`, etiO, aYt ;�S?;?i"uuT+.t;lu,,.i;awx:`.ta t, M, E 100 - 43100 -210 Operating Supplies (GENERAL) $34.93 878302 SUPPLIES E100-43100-210 Operating Supplies (GENERAL) $10.84 878367 SUPPLIES E 100 - 43100 -210 Operating Supplies (GENERAL) $8.18 878641 SUPPLIES Total NAPA AUTO PARTS - CORCORAN $151.34 02/07/13 10:12 AM Page 5 .,,.�.»6., T ..�,,/14 —/ m'1-3' ....- ,.a..„,... .. ...... . .... ... .� .. -. ,- , .. _ . ..., ._,.. .- -. . -.. . __ Paid Chk# 020477 2/14/2013 NORTHLAND BUSINESS SYSTEMS E 100- 41941 -201 Postage /Shipping $137.34 40860 MACHINE SUPPLIES Total NORTHLAND BUSINESS SYSTEMS $137.34 p...,,.. .....�, .. q..„..�,.„. .�.,..,w,..n. ..a,'. -.. .. , -aid Chk# 020478 2/14/2013 NV✓ HENNEPIN HUMAN SVCS COUNCIL E 100 - 41900 -433 Dues and Memberships $2,385.00 2013 2013 ANNUAL MEMBERSHIP -tal NW HENNEPIN HUMAN SVCS COUNCIL $2,385.00 $750.00 'i'__"_0_-,--,-----.... Pad Chk# 02479 -.a-.- .-.. , 2/14!2013 OERTEL ARCHITECTS _._ . . ... ... ...... _ _ ... .. .. ._ .. .v -... .._ . ._ _- E411-43100-300 Professional Sws (GENERAL) $44,000.00 PAY #3 CONSTRUCTION DRAWINGS E 411- 43100 -300 Professional Sws (GENERAL) $11,000.00 PAY #3 DESIGN DRAWINGS E 100- 41920 -210 Total OERTEL ARCHITECTS $55,000.00 0113 ,.,am ..,,.�„ ,w_...,.. Paid Chk# 020480 ,.,._ -.... 2/14/2013 OFFICE DEPOT ..... _ ..- _.. _ . .,_. .._ _. E 100 - 41941 -200 Office Supplies (GENERAL) $26.72 639087264001 SUPPLIES $505.38 Total OFFICE DEPOT $26.72 Paid Chk# 020481 2/14/2013 POSTMASTER E 100 - 41130 -351 Newsletter Expenses $750.00 NLET SPRING 2013 E 100- 43232 -210 Operating Supplies (GENERAL) $750.00 REC2013 2013 BILLING E 100 - 45200 -380 Total POSTMASTER $1,500.00 11039 -13 -1 PARKS GARBAGE Paid Chk# 020482 014/2013 PRITCHARD, MIKE $186.02 1280351 -13 -1 CITY HALL GARBAGE E 100- 41920 -210 Operating Supplies (GENERAL) $155.38 0113 MILEAGE E 100- 41400 -130 Employer Paid FSA $350.00 2013 FSA 2013 FSA Total PRITCHARD, MIKE $505.38 Paid Chk# 020483 2!14/2013 R &R SPECIALTIES OF WISCONSIN E 100- 45200 -220 Repair /Maint Supply (GENERAL) $256.78 51577 SUPPLIES Total R &R SPECIALTIES OF WISCONSIN $256.78 wm,. „a ., �.. -.. .. , .- -.- _. Paid Chk# 020484 2/14/2013 RANDYS SANITATION E 100 - 43232 -300 Professional Srvs (GENERAL) $5,493.05 01 -2013 MONTHLY RECYCLING E 100- 43100 -210 Operating Supplies (GENERAL) $139.19 11013 -13 -1 PUBLIC WORKS GARBAGE E 100 - 45200 -380 Utility & Services (GENERAL) $179.72 11039 -13 -1 PARKS GARBAGE E 100 - 41941 -380 Utility & Services (GENERAL) $186.02 1280351 -13 -1 CITY HALL GARBAGE Total RANDYS SANITATION $5,997.98 Paid Chk# 020485 2114!2013 RIGID HITCH ' E416-42100-550 Motor Vehicles $201.18 1927374169 #557 HITCH E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $126.14 1927374170 SUPPLIES Total RIGID HITCH $327.32 Pald Chk# 020486 2/14/2013 �ROLF ERICKSON ENTERPRISES INC CORCORAN,MN 02/07/1310: 12 AM Page 6 *Check Detail Register@ February 2013 E 100-42100-323 Radio Units $156.00 193109814-06 AIR CARDS MDC Total SPRINT $156.00 Paid Chk# 020491 2/14/2013 STONE iSTEEL .. .... . .... Check Amt Invoice Comment aL E 415-41900-530 11�1`0'1- wll'-M'111,,��,A, .. I im", V1, I'll, 0, M", "s "n-R,"'A' E 100-41550-300 Professional Sws (GENERAL) $4,107.00 012813 MONTHLY ASSESSING FEE E100-41550-210 Operating Supplies (GENERAL) $34.39 012813 FORMS AND SUPPLIES Total ROLF ERICKSON ENTERPRISES INC $4,141.39 '' — - E 100-42100-417 aid Chk# 020487 2/14/2013 SEARS 1993267 PT OFFICER E 100-42100-210 E 100-43100-210 Operating Supplies (GENERAL) $41.88 T597554 SUPPLIES S POLICE EQUIPMENT Total SEARS $41,88 Paid Chk# 020493 Paid Chk# 0200.88 ..... S-4f E 100-42100-220 E 100-41951-207 Computer Supplies ---$471.32 S00898018 LAPTOP BATTERIES Total SUPERIOR FORD Total SHI $471.32 PaidChk# 020494 - '2114!2013 TEAMSTER LOCAL 320 G 100-21707 Union E 100-42100-321 Telephone $246.03 391283315-13 CELL SERVICE E 100-41300-210 Operating Supplies (GENERAL) $17,53 391283315-13 CELL SERVICE E 100-43100-321 Telephone $190.24 391283315-13 CELL SERVICE E 100-41920-210 Operating Supplies (GENERAL) $17.53 391283315-13 CELL SERVICE Total TERMINAL SUPPLY CO Total SPRINT $471.33 Paid Chk# 020496 Paid Chk# 020490 2/14/2013 SPRINT - " E 100-42100-323 Radio Units $156.00 193109814-06 AIR CARDS MDC Total SPRINT $156.00 Paid Chk# 020491 2/14/2013 STONE iSTEEL .. .... . .... .... . . , "" ... ... E 415-41900-530 Improvements Other Than B[dgs $67.00 2145 MEMORIAL BRICK Total STONE& STEEL $67.00 Paid Chk# 020492* w 2/14/2013 STRETCHER " " Fa 6U idbi NT , , - .. '' — - E 100-42100-417 Uniforms $2136 1993267 PT OFFICER E 100-42100-210 Operating Supplies (GENERAL) $179,99 19 95551 #557 TRUNK ORGANIZER Total STRETCHER S POLICE EQUIPMENT $201.35 Paid Chk# 020493 2/14/2013 SUPERIOR FORD E 100-42100-220 Repair/Maint Supply (GENERAL) $149,06 80047 #554 MIRROR Total SUPERIOR FORD V49.06 PaidChk# 020494 - '2114!2013 TEAMSTER LOCAL 320 G 100-21707 Union Dues $286.20 0213 FEB 2013 DUESfTLDF Total TEAMSTER LOCAL 320 $286.20 P��d 6jrk��'672R� 66'--'-- ' ' -"' , -, " "1 -1 1 1 1 1 — E 100-43100-210 Operating Supplies (GENERAL) $130.83 92946 SUPPLIESI-TOOLS Total TERMINAL SUPPLY CO $130.83 Paid Chk# 020496 2/14/2013 �� -TITAN MACHINER - E 100-43100-220 Repah/Maint Supply (GENERAL) $139.93 533123 DAMPER Total TITAN MACHINERY $139.93 - -- - ��i,d-"Ch-,k,-402-0497 . . ..... , ,-- - ' 2/l4/201,3' ...... UNIFORMS- UNLIMITED, CORCORAN, MN 02/07/1310:12 AM Page 7 *Check Detail Register© February 2013 ..N ». ,._...�..�,,,,, .,N....„ Paid Chk# 020499 2l14/2013p US BANKCORP EQUIPMENT FINANCE E 100- 42100 -200 Office Supplies (GENERAL) $133.42 219208717221 COPIER 'otal US BANKCORP EQUIPMENT FINANCE $13142 -.aid 50 ./14/_2 .,.RI L ,-,�w ., .. w_- ...... ....... ...... ... . .. .. .... .... ..... , ._ . -. PaidChk# 020500 2/14/2013 VERIZON WIRELESS E 100 - 42100 -321 Telephone $52.72 2857878649 CELL SERVICE Total VERIZON WIRELESS $52.72 .....,..id _02 5 .u2 /14/2, .,.,,.... _._ ._ _ ....... .. Paid Chk# 020501 2/14/2013 � WENCK ASSOCIATES, INC. E 100 - 43170 -300 Professional Srvs (GENERAL) Check Amt Invoice Comment LAND USE APPL E 100- 43170 -300 E 100- 42100 -210 Operating Supplies (GENERAL) $190.96 148053 TASER BATTERIES E 100 - 43170 -300 Total UNIFORMS UNLIMITED $190.96 1300393 Pald Chk# 020498 2%14/2013 US BANK Professional Srvs (GENERAL) $600.00 E 100 - 41941 -300 Professional Srvs (GENERAL) $29.25 7965507 HAS MAINTENANCE FEE $242.00 Total US BANK $29.25 E 100- 43170 -300 ..N ». ,._...�..�,,,,, .,N....„ Paid Chk# 020499 2l14/2013p US BANKCORP EQUIPMENT FINANCE E 100- 42100 -200 Office Supplies (GENERAL) $133.42 219208717221 COPIER 'otal US BANKCORP EQUIPMENT FINANCE $13142 -.aid 50 ./14/_2 .,.RI L ,-,�w ., .. w_- ...... ....... ...... ... . .. .. .... .... ..... , ._ . -. PaidChk# 020500 2/14/2013 VERIZON WIRELESS E 100 - 42100 -321 Telephone $52.72 2857878649 CELL SERVICE Total VERIZON WIRELESS $52.72 .....,..id _02 5 .u2 /14/2, .,.,,.... _._ ._ _ ....... .. Paid Chk# 020501 2/14/2013 � WENCK ASSOCIATES, INC. E 100 - 43170 -300 Professional Srvs (GENERAL) $60.50 1300393 LAND USE APPL E 100- 43170 -300 Professional Srvs (GENERAL) $847.00 1300393 PAVEMENT MGMT /CIP E 100 - 43170 -300 Professional Srvs (GENERAL) $302.50 1300393 TRAFFIC E 100 - 43170 -300 Professional Srvs (GENERAL) $600.00 1300393 MUNI STATE AID E 100 -43170 -300 Professional Srvs (GENERAL) $242.00 1300393 PARK MEETINGS E 100- 43170 -300 Professional Srvs (GENERAL) $274.50 1300393 GENERAL E 100 - 43170 -300 Professional Srvs (GENERAL) $302.50 1300393 MEETING /ADMIN E 401- 41900 -300 Professional Srvs (GENERAL) $11,727.10 1300397 ENGINEERING E 411- 43100 -303 Engineering Fees $3,870.80 1300400 ENGINEERING G 500 -20300 Lennar Family of Builders $1,112.00 1300402 ENGINEERING Total WENCK ASSOCIATES, INC. $19,338.90 Paid Chk# 020502 2/14/2013 VVI�LMAR WATER &SPAS E 100- 41941 -210 Operating Supplies (GENERAL) $30.75 21520 OFFICE WATER E 100- 41941 -210 Operating Supplies (GENERAL) $24.75 30878 OFFICE WATER Total WILLMAR WATER & SPAS $55.50 Paid Chk# 020503 2%14%2013 „ZEPSALES &SERVICE E 100 - 41941 -210 Operating Supplies (GENERAL) $273.88 9000064477 SUPPLIES Total ZEP SALES & SERVICE $273.88 10100 Farmers State Bank $280,557.61 CORCORAN, MN 02/07/1310: 12 AM Page 8 *Check Detail Register© February 2013 $280,557.61 Check Amt Invoice Comment Fund Summary 10100 Farmers State Bank 100 GENERAL FUND $62,023.28 202 POLICE DONATION FUND $12.81 205 DWI FORFEITURE FUND $71.25 310 CO. RD. 19 IMPROVEMENT $136,454.00 401 TAX INCREMENT FINANCING $18,801.81 411 PUBLIC WORKS FACILITY $61,793.53 415 PARK CAPITAL FUND $67.00 416 CAPITAL- EQUIPMENT CERTS $221.93 500 ESCROW HOLDING FUND $1,112.00 $280,557.61 City of Corcoran Consultant Summary 2/14/2013 Name Invoice Date Check # Amount Due Carson, Clelland & Schreder 01/30/13 20443 4,362.84 Metro West Inspection Service 01/10/13 20472 215.25 Rolf Erickson Enterprises Inc 01/28/13 20486 4,141.39 Wenck Associates Inc 02/05/13 20501 19,338.90 Total 28,058.38 H: \City Hall Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Information \Council Claims \2013 Claims CARSON, CLELLAND & SCHREDER Attorneys at Law 6300 SHINGLE CREEK PARKWAY STE 305 MINNEAPOLIS, MN 55430 -2190 (763) -561 -2800 January 30, 2013 CITY OF CORCORAN 8200 CO RD 116 CORCORAN, MN 55340 Professional Services I Amount 1/2/2013 Draft Engagement Letter to Jeanie and Dan NO CHARGE 1/7/2013 Review DRC report (Kendra) and review related files 70.00 1/21/2013 Prepare for meeting of 1/22/13; review Toomey file; conference with Attorney Krepps and 280.00 review Three Rivers Park file 1/22/2013 Meet with Mayor and Administrator regarding miscellaneous issues 280.00 1/23/2013 Prepare for meeting; review Toomey file; conference with Kendra regarding adjacent 210.00 parcels 1/24/2013 Prepare for meeting;review of agenda and conference with Mayor 32667 Attend meeting 350.00 SUBTOTAL: [ 1,516.67] .Maple Hill Estates 1/25/2013 Review file for meeting 70.00 SUBTOTAL: [ 70.00] .Public Works - Roehlke 1/4/2013 Review correspondence from Kent regarding needed work in January 46.67 1/14/2013 Correspondence and emails from staff regarding purchase of additional land for Three 70.00 Rivers Project SUBTOTAL: [ 116.671 .Sewer and Water 1/2/2013 Receipt and review of Schommer Easement from Met Council; review files and 140.00 correspondence to Dale Claridge and note to assistant regarding recording 1/4/2013 Further review of Schommer documents for recording; conference with Jeanine 46.67 CITY OF CORCORAN Page 2 Amount 1/7/2013 Review memo from Met Council; review file and order update for title 93.33 1/9/2013 Receipt of final easement documents (Schommer) from Met Council and arrange for 93.33 recording 1/10/2013 Schommer: review correspondence from Dale regarding documents recording and fee 46.67 reimbursement 1/25/2013 Geurs: Correspondence to Judge Wahl regarding dismissal of condemnation action and 70.00 Discharge of Lis Pendens SUBTOTAL: [ 490.001 , .Three Rive rs /Trailhead 1/25/2013 Review correspondence from Cooper and correspondence from Dan to Three Rivers 46.67 SUBTOTAL: [ 46.67] .Toomey 1/15/2013 Review information regarding Toomey Property (19400 County Road 10) and 140.00 correspondence to Dan 1/25/2013 Further review of file; conference with Mike Pritchard (2) regarding inspections; call to 420.00 Kendra regarding zoning history; receipt and review of title O & E and review previous file (2000 -2002) SUBTOTAL: [ 560.00] Criminal 1/2/2013 Correspondence with defendants, victims and note files 47.50 Attend Arraignment, Pretrial calendar 71.25 1/9/2013 Attend Arraignment, Pretrial and In custody calendar 47.50 1/10/2013 Correspondence with defense attorneys, witnesses and Court Administration; jury trial 47.50 preparation; memorandums to the files and instructions to legal assistant Telephone call with defense attorney; correspondence with Court Administration; 95.00 instructions to legal assistant regarding jury trial preparation 1/14/2013 Attend jury trial calendar 95.00 Correspondence with defense attorney regarding Wallace; review and update photos 31.67 1/15/2013 Attend Arraignment, Pretrial and In Custody calendar 31.67 Complete 112/13 disposition letter; memorandums to the files and follow up with victims 2175 and witnesses Complete disposition letter from 1/2/13; prepare memorandums to the files; follow up with 23.75 victims and witnesses 1/16/2013 Attend Arraignment, Pretrial calendar hearing 47.50 1/22/2013 Correspondence with defense attorneys, defendants, victims and advocate, draft and edit 47.50 responsive memorandum; review discovery; note files; review files in preparation for 1/23/13 Arraignment and Pretrial calendar Attend Arraignment and Pretrial calendar 31.67 1/23/2013 Attend Arraignment, Pretrial and In Custody calendar 47.50 1/24/2013 Correspondence with defense attorney; review discovery and jury trial preparation, review 31.67 files; memorandums to the files and instructions to legal assistant Conference with Attorney John Thames regarding upcoming cases; telephone call with 47.50 defense attorney 1/25/2013 Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for monthly period Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for monthly period Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for monthly period Vehicle Forfeiture: 1/18/2013 Review status of forfeiture cases and prepare forfeiture pleadings For professional services rendered Client Expense Charges : .Sewer and Water Recording fees for Sewer and Water project Recording fees and Deed tax for Sewer and Water project Recording fees SUBTOTAL: Total Client Expense Charges Total amount of this bill Previous balance 1/16/2013 Payment - thank you Total payments and adjustments Balance due Page 3 Amount 35.00 87.50 253.75 1,144.181 71.25 71.25] $4,015.44 46.00 255.40 46.00 347.40] $347.40 $4,362.84 $4,500.16 ($4,500.16) ($4,500.16) $4,362.84 CITY OF CORCORAN Page I hereby declare under the penalties of perjury that the foregoing statement for legal services is just and correct and that no part thereof has been paid. — Jeff A. Carson, City Attorney TERMS: PLEASE DETACH AND RETURN WITH YOUR REMITTANCE S DATE CHARGES AND CREDITS BALANCE BALANCE FORWARD L `®166 7800 Maple Hill 1 63100 177 20503 Rush Meadow 1 26125 "199 20801 CR 117 31 50 ,'260 20840 70th 31 50 INVOICE TOTAL: �$ 215 X25 240192 4 METRO SERVICES, INC. T'ON ' u IN TS OUMNT STATEMENT 28- Jan -13 ROLF ERICKSON ENTERPRISES, INC. SOUTWEST ASSESSING P 0 BOX 47841 PLYMOUTH, MN 55447 CITY OF CORCORAN 8200 Co. Rd. 116 CORCORAN, MN 55340 JANUARY 2013 ASSESSING FEE COUNTY DATA FEE $4,107.00 $16.39 POSTAGE $18.00 TOTAL $4,141.39 ,,. enc Engineers • Scientists Business Professionals February 5, 2013 Mr. Dan Donahue City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Dan: Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472 -2232 (763) 479 -4200 Fax (763) 479 -4242 weockmp @wenck.com www.wenck.com Enclosed are our invoices for January 2013. Unbilled time for council meetings, travel, etc. totaled 15.7 hours last month. Project work involved follow -up testing on the water project, Public Works bidding process planning, and attending the facility design task force meetings. Unbilled hours include meeting time over an hour, travel time, and mileage costs. If you have any questions as you review these invoices, please feel free to contact me. Sincerely, WENCK ASSOCIATES INC. Kent Torve, P.E. Principal T12294- COmoranVnvobes and Budget Tracker etc \2013Wanuary 2013Wanuary 2013 invoice cove Ietter.docx City of Corcoran January 2013 Invoices City cs Invoice # Wenck project # Phase # Project name Subtotal Total 1300393 2294 -01 - General Engineering Services` 500 -01 General $274.50 500 -02 Council Meetings and Engineering Administrative $302.50 500 -04 Parks Meetings $242.00 700 Municipal State Aid $600.00 700 -03 City Traffic Items $302.50 700 -05 Pavement Management and CIP $847.00 800 Small Laud Use Applications $60.50 Subtotal $2,629.00 1300397 2294 -10 Server and Water Planning 01 Pre- Project Concept Development $847.00 07 Construction $2,203.10 10 Project Closeout $1,096.50 11 Easements and Utilities $1,132.50 13 Maple Grove Watennani Connection Design $60.50 14 MCES Forcemain Construction $5,621.50 15 Maple Grove Water-main Connection Construction $766.00 Subtotal $11,727.10 1300400 2294 -13 Public Works Building 18 Preconstruction Engineering & Permitting $3,870.80 Subtotal $3,870.80 City Projects Total $18,226.90 JANUARY 2013 TOTAL $19,338.90 T:A 2294- Corco2nUn,roices and Budget Tracker etc12013VJanuary 2013Wanuay 2013 irroice carer leudi dcrs - oadWenck Engineers • Scientists Business Professionals Invoice Wenck :January 31, 2013 Wend AM *C 'Inc. Invoice No: 1300393 := Poheer creek center P.O. Box 249 'Mapk Mair,MN 55359 -0249 W) 4794200 Ci ty of Corcoran N (7634A4242 e•maik=Unnng 4 xk.L 8200 County Road 116 Corcoran, MN 55340 Project 2294 -01 Corcoran General Engineering Servicesi Professional _ Services Through _January _31_`2_01_3_ _ 5 _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ Phase 500 -01 General Professional Personnel Hours Rate Amount Nelson, Susan 2.10 60.00. 126.00 Shuck, Jordan 1.50 89.00 133.50 Totals 3.60 259.50 ? Total Labor 259.50 Unit Billing Geographic Information System 15.00 '.Total Units '. 15.00 15.00 Phase Total $274.50 -- - - -'- - - - - - - - Phase 500 -02 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Council Meetings and Engineering Administrative Professional Personnel Hours Rate'. `Amount Torve, Kent 2.50 121.00 302.50 Totals 2.50 302.50 Total Labor 302.50 Phase Total $302.50 x Phase 500 -04 Parks Meetings Professional Personnel Hours Rate Amount Torve, Kent 2.00 121.00 242.00 Totals 100 242.00 Total Labor 242.00 Phase Total $242.00 ----------- ----- Phase 700 b ------- ---- ------ MUNICIPAL STATE AID: --- ---- Professional Personnel Hours Rate Amount Terhaar, Edward 4.00 ! 150.00 600.00 Totals 4.00 600.00 Total Labor.. 600.00 Phase Total $600.00 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1-1/2% 18% annum i interest/finance charge. Please reference the invoice number when sending: payment. Federal :Tax ID #41-1520095 Project 2294 -01< ' Corcoran General Engineering Services Invoice '1300393 Phase 700 -03 City Traffic Items Professional Personnel Hours Rate Amount '. Torve, Kent 2.50 'r 121.00 302.50 Totals 2.50 302.50 Total Labor 302.50 Phase Total $302.50 ---------- --- Phase 700 -05 --- -- -9- --- ---_v__— Pavement Management and CIP ____ - -__ Professional Personnel Hours ? Rate b 'Amount Torve, Kent 4.00 „ 121.00 = 484.00 Vander Top, Vincent 3.00 121.00 "' 363.00 Totals 7.00 847.00 Total Labor ; 847.00 Phase Total $847.00 -----:--------- Phase 800 ---------------------- SMALL LAND USE APPLICATIONS - - - - -- "Professional Personnel Hours - Rate Amount Torve, Kent .50 121.00 60.50 Totals .50 60.50 Total Labor; 60.50 Phase Total $60.50 Total Invoice Amount $2,629.00 INVOICES ARE DUE UPON PRESENTATION Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum ' Page -. interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Invoice Wenck January 31, 2013 Wrack kwcxrtes, Inc. ;Invoice No: 1300397 1800 Pwftr creek center': PA: 8M 243 .:MapleMn,MN 553590249 (763) 479 -4200 Dan Donahue Ni(763) 4794242 e.m q:a Unbng41wck.c :City of Corcoran 8200 County : Road 116 Corcoran, MN 55340 Project 2294 -30 Sewer and Water Planning Professional Services Through 3anuary 31, `2013 :Phase 01 ' 'PRE- PROJECT CONCEPT DEVELOPMENT Professional Personnel Hours Rate ` ;Amount Torve, Kent 1/9/2013 1.50 ' 121.00': 181.50 Downtown lift station cost review and council goals Torve, Kent 1/15/2013 1.50 121.00 181.50 Council packet information on downtown Torve, Kent 1/16/2013 1.50 " 121.00 181.50 Lift station cost summary review and alignment analysis Torve, Kent 1/28/2013 2.50 ` 121.00r 302.50 TIFlwatermain project as builts and system model Totals 7.00 847.00 Total Labor 847.00 Phase Total $847.00 --- °- °_ °�-------- ---- ---- Phase 07 ' CONSTRUCTION - ----- Professional Personnel Hours ` Rate Amount Libby, Heather 1/16/2013 1.00 105.00 105.00 review project invoices Libby, Heather 1/2312013 .50 105.00' 52.50 r meeting prep for Maple Grove meeting Libby, Heather 1/24/2013 2.00 105.00 210.00 meeting with Maple Grove Nelson, Susan 1/7/2013 .50 60.00 30.00 Billing review reports for phases 12, 14, 7 Nelson, Susan 1/8/2013 .20 60.00' 12.00 Billing review reports for phases 15, 06 Schmidt, Rowdy 1/9/2013 3.50 < 92.00 322.00 testing Schmidt, Rowdy 1/10/2013 2.00 92.00' 184.00 testing Schmidt Rowdy 1/14/2013 1.00' 92.00 92.00 testing Schmidt, Rowdy 1/16/2013 1.00 92.00 92.00 testing Schmidt, Rowdy 1/21/2013 2.00 92.00 184.00 :INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1-1/2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -10 :`. Sewer and Water Planning Invoice 1300397 claim #2 breaking out time for mces Torve, Kent 1/2/2013 .80 > 121.00 96.80 Pay summaries of Met C and Maple Grove Torve, Kent 1/3/2013 1.50 121.00 181.50 Pay summaries of Met C and Maple Grove Torve, Kent 1/23/2013 1.80 121.00; 217.80 Water meter and punch list review for construction Torve, Kent 1/24/2013 2.50 121.00: : 302.50 Project cost review and performance data compilation Vander Top, Vincent 1/16/2013 1.00 121.00: 121.00 Discuss water testing with public works< Totals 21.30 2,203.10 Total Labor' 2,203.10 Phase Total $2,203.10 - - - - - - - -- '--- -- - - - - Phase SO PROJECT CL -- -------- - - - - -- Professional Personnel Hours ` Rate !Amount Marketon, Jeanie 1/23/2013 .20 : 60.00 12.00 admin support Schmidt, Rowdy 1/21/2013 1.00 92.00' 92.00 closeout Schmidt, Rowdy 1/22/2013 2.00 92.00% 184.00 closeout Schmidt, Rowdy 1/23/2013 1.50 92.00 ; 138.00 closeout Schmidt, Rowdy 1/30/2013 4.00 ' 92.00 368.00 meter startup Torve, Kent 1/31/2013 2.50 121.00 302.50 performance reporting for project Totals 11.20 ' 1,096.50 Total Labor' 1,096.50 Phase Total $1,096.50 ------------_---------------------------- Phase 11 EASEMENTS AND UTILITIES Professional Personnel Hours '' Rate Amount Claridge, Dale 1/2/2013 2.50 151.00 377.50 Followup on deed and easement, taxes and filing fees, communication, Pay= .Request #2 Claridge, Dale 1/3/2013 2.00 151.00 302.00 Schommer easements, communication with Attorney regarding' filing costs, attorney fees; call to Met Council, reporting, processing Pay Claim #2 Claridge; bale 1/7/2013 1.00 c 151.00 151.00 Followup on Schommer Easement and Deed, communication with Attorney Claridge, Dale 1/8/2013 1.00 151.00 151.00 Followup on easement documents, title search, communication;? Claridge, Dale 1/10/2013 1.00 151.00' 151.00 Schommer easements, recording, updated title search, etc. Totals 7.50 1,132.50 Total Labor'. 1,132.50 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1-1/2% 18% annum Page 2 'interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 Project 2294 -10 : Sewer and Water Planning Invoice 1300397 Phase Total $1,132.50 -------"-------- -- -- ----------------- -------- -• Phase 13 MAPLE GROVE WATERMAIN CONNECTION DESIGN Professional Personnel Hours ' Rate < `Amount Torve, Kent 1/24/2013 .50 = 121.00 60.50 Project review, test results and summary meeting with Maple Grove Totals .50 60.50 Total Labor 60.50 Phase Total $60.50 Phase 14 MCES Forcemain Construction Professional Personnel Hours Rate Amount Claridge, Dale 1/2/2013 1.00 151.00 151.00 Followup on deed and easement, taxes and filing fees, communication Claridge, Dale 1/7/2013 1.00 151.00 151.00 Followup on Schommer Easement and Deed Claridge; Dale 1/7/2013 4.00 151.00 604.00 Met Council Pay Claim #2, documentation Claridge, Dale 1/8/2013 1.00 ' 151.00 151.00 Communication on updated title search, etc. Claridge, Dale 1/8/2013 3.00 151.00 453.00 Met Council Pay Claim #2, documentation, billing review, etc. Claridge; Dale 1/10/2013 2.00 151.00 302.00 Met Council Pay Claim #2, documentation, billing report, coordination with others, Claridge; Dale 1/10/2013 .50 151.00` 75.50 Schommer easements, recording, updated title search Claridge; Dale 1/14/2013 1.00 151.00; 151.00 MCES Reimbursement Claim #2, communication Claridge; Dale 1/16/2013 1.50 151.00 226.50 MCES Reimbursement Claim #2, communication Claridge, Dale 1/17/2013 7.00 151.00 1,057.00 MCES Reimbursement Claim #2, call to Wayne Rikala to review, summarize' final costs, etc. Claridge; Dale 1/18/2013 3.00 151.00' 453.00 MCES Reimbursement Claim #2 Claridge, Dale 1/21/2013 1.00 151.00' 151.00 MCES Pay Claim #2 Claridge, Dale 1/22/2013 1.50 151.00 226.50 MCES Reimbursement Claim #2 Claridge Dale 1/24/2013 5.00 151.00 755.00 MCES Pay Claim #2 - finalize, scan, and sent to Kent for review; coordinate with attorney` on legal fees, comm Claridge, Dale 1/29/2013 .50 151.00' 75.50 MCES Pay Claim #2 Claridge, Dale 1/31/2013 1.50 ` 151.00: 226.50 Followup with Kent and Jeff on MCES Pay Claim #2 update forms, etc. Nelson, Susan 1/3/2013 .70 60.00' 42.00 Billing review report for Dale Claridge Nelson, Susan 1/4/2013 .30 60.00' 18.00 Billing review report for Dale Claridge INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1-1/2% 18% annum page 3 interest/finance charge. Please reference the invoice number when sending payment federal Tax ID #41- 1520095 Project 2294 -10 Sewer and Water Planning Invoice 1300397 Nelson, Susan .1/6/2013 .50 60.00 30.00 < Billing review report for Dale Claridge Schmidt, Rowdy 1/9/2013 1.00 ' 92.00 92.00 testing Schmidt; Rowdy 1/22/2013 1.00 ' 92.00! 92.00 claim #2 breaking out time for mces Schmidt; Rowdy 1/23/2013 1.50 ' 92.00 138.00 claim #2 breaking out time for mces Totals 39.50 ` 5,621.50 Total Labor 5,621.50 Phase Total $5,621.50 ------------------------------------------- Phase SS Maple Grove Watermain Connection Construction Professional Personnel Hours Rate' Amount Claridge, Dale 1/23/2013 4.00 ', 151.00'. 604.00 Compile and summarize Maple Grove watermain construction costs, review status of agreement and cost estimate; meet with Kent to review, and provide information for meeting w /iMG Nelson, Susan 1/22/2013 .40 : 60.00 24.00 Bill review reports, Dale Schmidt, Rowdy 1/9/2013 1.50 , 92.00' 138.00 testing Totals 5.90 766.00 Total Labor' 766.00 Phase Total $766.00 Total Invoice Amount $11,727.10 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 4 C interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Invoice '.��aWenck January 31, 2013 A ry tvenck ASSOCaKS, Inc. Invoice No: C` 1300400 1800%neer Cm kcenkr: PA. GM 249 Mapleft6,MN 553590249 (763) 479-420D Fax (763) 47942442 Dan Donahue e-m6d: a aouONii.wmdzmn ;City of Corcoran 8200 County: Road 116 Corcoran, MN 55340 Project 2294 -13 Public Works Building Professional Services Through 3anuary 31. 2013 Phase 18 `iPRE-CONSTRUCTION ENGINEERING & PERMITTING Professional Personnel Hours Rate ` Amount Schmidt, Rowdy 6.00 92.00 552.00 Shuck, Jordan .50 89.00 44.50 Terhaar, Edward 3.00 < 150.00 450.00 Torve, Kent 23.30 121.00 i x:2,819.30 Totals 32.80 3,865.80 Total Labor 3,865.80 Unit Billing Geographic Information System 5.00 `. Total Units 5.00 5.00 Phase Total $3,870.80 Total Invoice Amount $3,870.80 .INVOICES ARE DUE UPON. PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1-1/2% 18% annum interest/finance charge:. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Invoice ,nd January 31, 2013 x A Weak Assntales Inc. Invoice No: 1300402 1800 Pioneer creek center' P.O. Ras 249 ;. Map6Pa(n,MN 553596249 (763 )479.4200 Dan Donahue Fax V63) 4A-4242 e-M11T aeuwMtn0vwck cam City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294 -17 Lennar Development Professional Services Through January 31, 2013 Professional Personnel Hours Rate Amount Mathews, Clifford 12.00 45.00 540.00 Terhaar, Edward 2.00 150.00 300.00 Torve „Kent 2.00 121.00 242.00 Winterhalter, Melissa .50 : 60.00`; 30.00 Totals 16.50 1,112.00 Total Labor 1,112.00 Total Invoice Amount $1,112.00 INVOICES ARE DUE UPON PRESENTATION Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum ' interest /finance charge: Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Minutes Corcoran Parks and Trails Commission Tuesday, January 15, 2013 7:00 PM LM Present: Commissioners Trish Krueger, Val Nybo, Judith Strehler, Kevin Dale, Chad Robran, Tom Anderson, Rachel Tessmer, Absent: None Others attending: Council Liaison Guenthner, Council member Lynch, Resident Deb Regan, Rockford School representative Michelle Byer, City Administrator Donahue 1) Convene Regular Parks & Trails Commission Meeting — Chair Krueger called the meeting to order at 7:00 pm in the Corcoran Community Center 2) Pledge of Allegiance 3) Approval of- a) Agenda i) Robran suggested that agenda item 7e. Ball Field Scheduling. Presentations be modified as followed: ii) Motion by Anderson, seconded by Strehler to approve the agenda with the suggested addition of item 7e. Voting Aye: All (Motion carried 7:0) b) Minutes of 10. 16.12 Meeting. Motion by Robran, seconded by Anderson to approve the meeting minutes as presented. Voting aye: All (Motion carried 7:0) 4) Open Forum -None 5) Presentations -None 6) Old/Unfinished Business a) Rockford School Property Update. i) Mayor Guenthner gave update on meeting with the Superintendent and his staff on January 8, 2013 regarding the concept plan for the development of the school property next to Corcoran Park. He stated the city and the P & T Commission will be part of the planning process as their plans develop. The city should be receiving some preliminary a plans around March. ii) Motion by Anderson and seconded by Nybo to appoint Robran and Dale to represent the Commission on this city committee reviewing plans. Voting aye: All (Motion carried 7:0) b) Hennepin Youth Grants i) Sports Grant involving Rockford Schools, Corcoran, Rockford, and athletic associations of both cities. Michelle Byer updated the activates of the Rockford Area Collaborative Effort (RACE) and where the grant award of $110,000 stood. Much of what she said had already been brought up by Mayor Guenthner and the Superintendent's Meeting of January 8`h. As of this date, Ms. Byers pointed out that nothing is firmed up regarding constructions plans, setting schedules, or setting agendas. She did thank the city for their excellent help and their willingness to be part of the process. ii) Sports Equipment Grant. Donahue updated the Commission regarding the $10,000 equipment request. He stated the city was awarded the grant for this amount. He further said the city council had authorized the purchase of the ground mower equipment for the Parks and Trails Commission Minutes, January 15, 2013 park with the remaining $7,000 needed for the equipment coming from surplus General Fund monies in 2012. c) Ryan Property. Mayor Guenthner and Donahue updated the Commission on the council action to accept the donation of the Ryan Property that was discussed by the Commission at their meeting on April 26, 201. The council decided on December 13, 2012 the accept the donation of the land. Uses and plans for the property are not a priority at this time and that whatever is decided will be done with input of the neighboring property owners and the Commission. d) Tax Forfeited Land Deeded to City. Donahue updated the Commission on the property (PID #291192343008) that has now been cleared for deeding to the city. Commission and city council had asked Hennepin County for the Tax Forfeited land back in 2007. The request had to be approved by the State Legislature and the County. No immediate plans other than put into inventory for future trail and/or easement purposes. e) Public Works Facility and Three Rivers Trailhead. Mayor Guenthner and Donahue updated the Commission on plans underway to develop a PW Facility along Co Rd 19. The city is working with the Three Rivers Park District on developing an agreement to develop a Trailhead Facility just north of the PW Facility. The Park District has allocated as much as $110,000 for the project. The city council will probably consider the formal agreement in February or .March 7) New Business. a) Goals and Objectives. Mayor Guenthner and Donahue iscussed a planned joint meeting of the two city commissions and the city council for March 7th. The city council considered this goal and others on the list that was discussed at the council meeting of January 10, 2013. The mayor emphasized that he wants both commissions to be part of the city's planning process regarding goals..." b) Parks & Trails 2013 Objectives. Robran asked that there be discussion when the P & T Commission considers goals on the possible use of the property just west of Old Sturbridge Road for park uses. Anderson passed out his thoughts on possible goals for the Commission. Chair Krueger asked that all of this be put on the February P & T Agenda for discussion. c) Joint Council and Commissions Meeting. Discussed in 7a. d) Commissioners Appointments i) Donahue presented information on the list of current Commissioners, those whose terms were expiring (Robran, Anderson, and Dale), and the process for appointments. The three Commissions whose terms were expiring all said that they has submitted applications for re- appointment. Also, resident Deb Regan stated she had submitted her application for appointment. ii) Motion by Kruger and seconded by Tessmer to recommend to the city council the re- appointment of Robran, Dale, Anderson; and the appointment of Regan to the Commission. Voting aye: Nybo, Kruger, Tessmer, and Strehler. Robran, Anderson, Dale abstained. (Motion passed with majority 4 votes in favor and 0 no votes). e) Ball Field Scheduling i) Robran and Dale recommend to keep doing what was done in 2012. ii) Robran wants to further discuss at next meeting 2 Parks and Trails Commission Minutes, January 15, 2013 iii) Discussion among Commissions on trying to find ways to pay for city staff time to assist in the future scheduling needs especially if the Rockford School property ballfields and sports complex develops. 8) Subcommittee & Miscellaneous Reports a) City Liaison. Mayor said most of the information on city council activities had already been discussed. He re- emphasized that the city goals for 2013 and beyond are still being discussed. b) Corcoran Athletic Association (CAA). Dale discussed the following: i) Pancake Breakfast at the Corcoran Community Center on February 10`h ii) This event will be the kickoff for this year's registrations by t CAA iii) The CAA's web page and its information uses including scheduling and registration iv) Registration fees will remain the same as in 2012 v) 8 Near Ball and 8 T -Ball teams planned this year, the most of any c) Park Dedication Fund. Reviewed and no comments. The mayor reminded th issioners that he would like to see as a P & T goal a more considered policy plan for the ture uses of this fund. 9) Other Business -None 10) Announcements. None 11) Adjourn. Motion by 7:0) Meeting adjourned Next Meeting: February 19, 2013at 7:00 p.m. Respectfully Submitted, Daniel Donahue City Administrator Aye: All (Motion carried 3 ADMINISTRATOR'S REPORT Agenda Item No. 8b. Council Meeting: Prepared By: February 14, 2013 Dan Donahue, Administrator Topic: Action Required: Audio Video Upgrade 1. Approve expenditure of $7,084.86 Council Chamber - replace 8 year projector -to be 2. Accept donation of $2,000 from used as backup and, for offsite use and Civic Jaycees and earmark for Audio/ Center presentations Video upgrade Policy: Provide up to date communication services Budget Impact: $7,000 in 2013 Budget, Requested expenditure of $5,084.86 Summary: The 2013 City Budget authorizes $7,000 for audio /visual equipment upgrades to the city conference room and the council chambers. A quote was obtained from Comp View for equipment and installation. This company has installed all of the electronics in city hall and the police department in the past. Staff is recommending the quote from Comp View as it is very reasonable, they have an excellent history in working for the city, they have been very responsive on call backs and repairs. Staff is recommending approval of the following: Items Cost Conference Room - equipment added to allow for $5,525.60 electronic presentations, teleconferences, and recording Council Chamber - replace 8 year projector -to be $1,559.26 used as backup and, for offsite use and Civic Center presentations Total $7,084.86 At this time, staff is recommending on the Conference Room upgrades and the Council Chamber projector. The addition of a large monitor in the Council Chamber is not critical and it might be better to wait until a more comprehensive change out and upgrade is considered (perhaps televising council meetings ?). The Northwest Jaycees asked if they could contribute $2,000 toward this project. They use the Conference Room and Civic Center and would like the ability to use this equipment from time to time. Administrator's Report— Agenda Item 8b., February 14, 2013 Council Meeting Page 2 Total cost to city is $5,084.86. There will be some additional cost for carpet repair and electrical that is expected to cost about $300 -500. In 2013 Budget, there is authorization for $7,000 toward this project. Project Number: Account Executive: Date: John Hamilton City of Corcoran 8200 Co. 116 Corcoran, MN 55340- COMP view The Source For Presentation Solutions MN4273 Dave Ruddy 2/4/2013 2/7/2013 Rev1 1410 Energy Park Drive Suite 16 St. Paul, MN 5510E 651 - 647 -4354 800 - 448 -8439 651- 647 -4459 fax www.compview.com Registered and Bonded Oregon CCB #134110 Washington COMPVI" 015DT California C -7 #778555 Minnesota License # CC01101 Scope of Work [Attachment "A "] - Display Integration, Conference Room and Chambers Following is a scope of work that includes the project features and design requirements as stipulated in our Project Definition Meeting. It is the client's responsibility, or their authorized representative, to review the following information for accuracy and make any necessary changes prior to signing the document. Conference Room Integration CompView will install a 55" monitor on a flat wall mount that tilts. CompView will install a floor track for cables to be run inside to enable connectivity at the conference room table. The city will hire a carpet expert to cut and reassemble the carpet over the floor track. CompView will install HDMI and VGA connectivity in a Table integrated cable cubby. CompView will cut the table for the cubby. Equipment and Pricing Item Qty Total Qty per Room Manufacturer Model # Description Price Each Price Total 1.00 1 1 CVI CVI Misc. Cabling, Connectors and Installation $ 194.00 $ 194.00 2 00 1 1 NEC E553 55" backlight LED ( gov. pricing) includes $106.80 shipping $ 1,277.00 $ 1,277.00 3.00 1 1 Chief LTMU wall mount with tilt $ 200.00 $ 200.00 4.00 1 1 Extron 42- 155 -24A AV floor track with power (8 foot) $ 747.00 $ 747.00 5.00 1 1 Extron 70- 779 -08 Power module $ 182.00 $ 182.00 6.00 1 1 Extron 70- 783 -01 wall transition $ 119.00 $ 119.00 7.00 1 1 Extron 26- 566 -04 24' Vga cable with audio $ 30.00 $ 30.00 8.00 1 1 Extron 60- 716 -01A Cabble cubby 200 $ 264.00 $ 264.00 9.00 1 1 Extron 26- 439 -05 Plenum 50' VGA cable $ 138.00 $ 138.00 10.00 1 1 Extron 60- 806 -01 HDMI transmitter and receiver $ 510.00 $ 510.00 11.00 1 1 Monoprice 4025 T HDMI cable $ 4.00 $ 4.00 12.00 1 1 Monoprice 3993 10' HDMI cable $ 6.00 $ 6.00 13.00 1 1 Extron 70- 616 -12 HDMI aap plate $ 50.00 $ 50.00 14.00 1 1 Extron 70- 101 -73 Vga /audio aap plate $ 50.00 $ 50.00 15.00 1 1 Extron 70402 -11 RJ45 pass through aap plate $ 31.00 $ 31.00 SUMMARY EACH TOTAL EQUIPMENT R SHIPPING TOTAL $ 3,802.00 INTEGRATION SERVICES TOTAL $ 1,447.00 SYSTEM SUB -TOTAL W/O TAX $ 5,249.00 SALES TAX @ 17.28% $ 276.60 SYSTEM TOTAL $ - $ 5,525.60 Chambers Display Integration • Options One - CompView will install a 42" monitor with a flat wall mount that tilts. Equipment and Pricing Item Qty Total Qty per Room Manufacturer Model # Description I Price Each I Price Total 1.00 1 1 ic VI CVI Misc. Cabling, Connectors and Installation $ 50.00 $ 50.00 2.00 1 1 NEC E423 42" backlight LED ( gov. pricing) includes $81.50 $ 679.00 $ 679.00 3.00 1 1 IChief LTMU wall mount with tilt I $ 200.00 1 $ 200.00 SUMMARY EACH Qty per Room Manufacturer TOTAL EQUIPMENT & SHIPPING TOTAL Price Each Price Total $ 929.00 INTEGRATION SERVICES TOTAL lCVI CVI $ 222.00 SYSTEM SUB -TOTAL W/O TAX 2.00 1 $ 1,151.00 SALES TAX @ 7.28% $ 931.00 $ 67.58 SYSTEM TOTAL $ - 1 Chief $ 1,218.58 • Options Two - CompView will install a 46" monitor with a flat mount that tilts Equipment and Pricing Item Qty Total Qty per Room Manufacturer i Model # i Description Price Each Price Total 1.00 1 1 lCVI CVI Misc. Cabling, Connectors and Installation $ 58.00 $ 58.00 2.00 1 1 INEC I E463 46" backlight LED ( gov. pricing) includes $ 931.00 $ 931.00 3.00 1 1 1 Chief JILTMIJ Iwall mount with tilt $ 193.00 $ 193.00 SUMMARY EACH Qty per Room Manufacturer TOTAL EQUIPMENT & SHIPPING TOTAL Price Each Price Total $ 1,182.00 INTEGRATION SERVICES TOTAL CVI CVI $ 237.00 SYSTEM SUB -TOTAL W/O TAX 2.00 1 $ 1,419.00 SALES TAX @ 7.28% $ 1,277.00 $ 85.99 SYSTEM TOTAL $ - Chief $ 1,504.99 • Options Three - CompView will install a 55" monitor with a flat mount that tilts Equipment and Pricing Item Qty Total Qty per Room Manufacturer Model # Description Price Each Price Total 1.00 1 1 CVI CVI Misc. Cabling, Connectors and Installation $ 81.00 $ 81.00 2.00 1 1 NEC E553 55' backlight LED ( gov. pricing) includes $ 1,277.00 $ 1,277.00 3.00 1 1 Chief JILTMIJ wall mount with tilt $ 200.00 $ 200.00 SUMMARY EACH Qty per Room Manufacturer TOTAL EQUIPMENT & SHIPPING TOTAL Price Each Price Total $ 1,558.00 INTEGRATION SERVICES TOTAL NP350X NEC $ 745.00 SYSTEM SUB -TOTAL W/O TAX 2.00 1 1 $ 2,303.00 SALES TAX @ 7,28% $ 127.00 $ 113.34 SYSTEM TOTAL $ - TOTAL $ 2,416.34 Chambers Replacement Projector • CompView will remove the existing projector and Install a new projector o The existing projector mount may not work for this new projector. The cost of a universal mount is included below. If the existing mount does fit, CompView will refund the cost of the mount • CompView will set up the projector to fit the existing projector screen Equipment and Pricing Item I Qty Total Qty per Room Manufacturer Model # Description Price Each Price Total 1.00 1 1 NP350X NEC Digital Projector, 3500 Lumens $ 1,045.00 $ 1,045.00 2.00 1 1 1 1 RPAO IChief Universal Projector Mount $ 127.00 $ 127.00 SUMMARY EACH TOTAL EQUIPMENT & SHIPPING TOTAL $ 1,172.00 INTEGRATION SERVICES TOTAL $ 302.00 SYSTEM SUB -TOTAL W/O TAX $ 1,474.00 SALES TAX @i7.28% $ 85.26 SYSTEM TOTAL $ - $ 1,559.26 Limitations and Exclusions 1. Client shall be responsible for dedicated electrical A/C power and conduits (as required) to all specified locations. All A/V conduits shall be dedicated for Comp View wiring and of adequate size. 2. Client shall be responsible for all LAN and CCTV cable and connections. 3. Client shall be responsible for modifications to ceilings, walls, finish work and custom paint finishes (if required). 4. Client and Comp View shall agree upon project schedule. Client shall provide access to facility, furniture and owner furnished equipment (O.F.E.) in accordance with that schedule. 5. Unless otherwise specified in this document, customer shall supply all computer equipment. Including but not limited to: desktop computers, laptops, and network hardware. 6. Equipment and labor prices are estimated based on the project detailed in this signed document. Any changes or additions to the project shall affect the cost. Client Authorization — MN4273 I, , acting as a representative of City of Corcoran, agree that the information contained in this scope of work is accurate, and represents intent and detail for, goods and /or services provided as referenced to this document. Client Representative Date Agenda Item L A N D F 0 R M From Sii , to Fi ..r-h 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: February 7, 2013 for the February 14, 2013 City Council Meeting 0 Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net RE: City of Corcoran. Site Plan approval for new public works facility on Lot 1, Block 1, Roehlke Addition. City File No. 12 -010 Application Request The City requesting site plan approval for a new 27,395- square foot public works facility on County Road 19. 2. Planning Commission Review The Planning Commission reviewed this item at their February 7, 2013 meeting and voted unanimously to recommend approval. The Planning Commission had a number of questions about whether or not any sustainable design features were incorporated, how conflicts with the trail users would be addressed, whether the office space within the building is adequate for future staff needs and why the south portion of the property is not landscaped to screen the southern boundary of the storage area. The Planning Commission amended the draft resolution to add a new condition requiring signage, trail striping or some other method of traffic control at the intersection of the new public works driveway and the regional trail. 3. Context Background On September 6, 2012, the Planning Commission held a public hearing to consider the requested rezoning and preliminary plat and recommended approval. On September 27, 2012, the City Council approved the preliminary plat, final plat and rezoning. The plat has been recorded at Hennepin County. Zoning and Land Use The subject property is guided Rural /Ag Residential on the 2030 Future Land Use Plan and zoned Public- Institutional. The properties to the south, east and west are guided Rural /Ag and zoned Rural Residential. The property to the north is guided Rural Service /Commercial and is zoned Transitional Rural Commission. Landform�, SensiblyD een and Site to Finish are registered service marks of Landform Professional Services, LLC. z f Natural Characteristics of the Site The 2030 Comprehensive Plan shows wetland areas scattered throughout the property and Rush Creek runs through the property and portions of the property are located in the Shoreland Overlay District. No impact to those areas is proposed. 4. 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. 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. B. Consistency with Ordinance Standards Site Plan The applicant is proposing to construct a 27,395- square foot public works facility with associate outside storage on Lot 1, Block 1, Roehlke Addition. The property is located east of County Road 19, but an address has not yet been assigned. Access Access will be provided via a new curb cut on County Road 19. The new driveway is approximately 30 feet north of an existing field access. Permits will be required from Hennepin County prior to construction of the new driveway. There has been some preliminary discussion of extending this road to the east should the remainder of the Roehlke property east of this lot be acquired for a city park. This driveway could be upgraded for access to the park. The site plan has been designed to eliminate potential conflicts between the public works traffic and any future park traffic on the surrounding property. Staff recommends that the entrance drive be extended around the first island to provide access at the 2nd internal access if funds allow. This would allow trucks to leave the site directly from the vehicle storage facility. Screening /Landscaping Section 1060.070 of the Zoning Ordinance provides standards for landscaping. The ordinance requires 28 overstory trees and 92 shrubs based on the building square footage. The plans show 42 overstory trees and 69 shrubs. While the total number of shrubs is less than typically required by ordinance, the landscape plan exceeds ordinance requirements both in terms of total number and City of Corcoran Public Works Facility Site Plan (City File 12 -010) 2 February 14, 2013 • • planting size of the overstory trees. The landscaping is well placed around the perimeter of the site to screen the parking and storage areas from surrounding uses. Staff finds that the proposed landscaping plan meets the ordinance requirements. Utilities The property is currently serviced by well and septic. The drainfield and well locations is shown on the plans. The well is proposed off the northwest corner of the building and the septic is located off the southwest corner of the parking lot. The well must be permitted by the State of Minnesota and the septic must be approved by Hennepin County Environmental Services. Staff has included both of these items as conditions of approval. Wetlands The wetland delineation was approved by Elm Creek Watershed Management Commission. No impact to the wetlands are proposed. This is a medium quality wetland and Section 1050.010 of the zoning ordinance requires an average wetland buffer of 25 feet (10 -foot min /20 -foot max.) and a structure setback of 15 feet from the buffer or a parking setback of 5 feet from the buffer. These buffers are required to be installed when the property is platted. Wetland buffer monuments must be installed prior to issuance of building permit. This has been included as a condition of approval. Sheet A0.1 of the plans notes "Seeding of Wetland Buffer Area should be provided as prescribed in the City of Corcoran Zoning Code, Section 1050.010.8.0 Parts 1 -11 ", but this work is not specifically noted on the plan drawings. Staff has included a condition that additional information be provided prior to completion to ensure compliance. Shoreland Overlay District The site plan is in compliance with all ordinance requirements. Section 1050.020 of the zoning ordinance notes that the property within 300 feet of the creek is located in the Shoreland Overlay District as required by State Law. The ordinance requires a 25 -foot shoreland buffer and monument signs. The city allows the wetland buffer monument signs to be used to delineate this buffer. The shoreland buffer and signs are shown on the plans. The buffer monuments must be installed prior to issuance of building permit. Grading The site uses both overland sheet drainage and a catch basin and pipe system to convey stormwater to a new treatment pond south of the new building before discharging into the wetland. Curb is proposed as ribbon curb around most of the parking lot area and islands but some areas appear to have bituminous edge with no ribbon curb. We have included a condition requiring the City Engineer to approve the parking lot edge prior to building permit issuance. We have also included a condition requiring that the comments in the January 31, 2013 memo from the City Engineer be addressed to his satisfaction. City of Corcoran Public Works Facility Site Plan (City File 12 -010) 3 February 14, 2013 • • Elm Creek Watershed Management Commission ( ECWMC) must review the plans for compliance with the rules. The application has not yet been submitted to ECWMC and this has been included as a condition of approval. Architecture The building will be a mix of precast concrete wall panel, EIFS and prefinished metal. The trash enclosure is attached to the south wall and is finished with rock face block. The mix of building materials complies with ordinance requirements. The plans also show relocation of the salt and sand building from the existing facility to this site on the western edge of the storage yard south of the new building. The facility must be designed to prohibit runoff into the nearby wetland and creek. Site Lighting Both building and parking lot lighting are proposed. They comply with the City's cutoff and foot candle requirements. The ordinance states "The height of a freestanding luminaire shall not exceed 30 feet or extend above the roof line of the principal building, whichever is less." The light standards are 28 feet tall, which complies with these requirements. Signage Wall signage is the only signage proposed. The proposed sign is located on the north elevation and consists of prefinished 16" tall aluminum letters with linear light fixtures with down lighting to illuminate the signage. The ordinance allows one wall sign with a maximum wall sign area of 32 square feet. 5. Conclusions Staff finds that the standards for site plan approval 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. 6. Recommendation Move to adopt the resolution approving the site plan for the new public works facility. Attachments 1. Resolution approving Site Plan 2. Site Aerial Location Map 3. Engineer's Memo dated January 31, 2013 4. ECWMC email dated January 30, 2013 5. Fire Chief memo dated January 30, 2013 6. Plans dated January 18, 2013 City of Corcoran Public Works Facility Site Plan (City File 12 -010) February 14, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -04 Motion By: Seconded By: February 14, 2013 APPROVAL OF A SITE PLAN FOR THE CITY OF CORCORAN PUBLIC WORKS FACILITY ON COUNTY ROAD 19 WHEREAS, the landowner has requested approval of a site plan to allow construction of a 27,395- square foot public works facility and associated site improvements on property legally described as follows: Lot I, Block 1, Roehlke Addition, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the site plan at a duly called public meeting 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 site plan, subject to the following conditions: 1. Site plan approval is granted to allow a 27,395- square foot building and associated site improvements including a storage yard and salt /sand shed, in accordance with the plans received by the City on January 18, 2013, except as amended by this resolution. 2. Prior to issuance of building permits, the applicant/landowner must: a. Record the approving resolution at Hennepin County and provide proof of recording to the City. b. The applicant must comply with all conditions of plat approval in Resolution 2012 -55 and 2012 -56. c. The applicant shall comply with all comment from the January 30, 2013 memo from the Fire Chief. d. The applicant shall receive approval from Elm Creek Watershed Management Commission for the stormwater management plan as noted in the January 30, 2013 memo. e. The applicant shall address all conditions in the January 31, 2013 memo from the City Engineer. f. The City Engineer must approve the parking lot curbing or other method of edging. g. Wetland and Shoreland buffer monument signs must be installed according to plan. h. Electronic files of the plans shall be submitted to the City in AutoCAD format. 3. A sign permit is required prior to installation of any monument or wall signs. Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -04 February 14, 2013 4. The applicant shall obtain septic approval from Hennepin County and provide a copy of the approval to the City. 5. The applicant shall obtain appropriate well permits and provide a copy of the approval to the City. 6. Wetland and Shoreland buffer seeding details shall be provided to the City for review and approval prior to beginning work in this area. 7. Septic areas must be protected with silt fence during construction. 8. Signs, pavement striping or other methods of traffic control should be provided at the intersection of the regional trail and the public works driveway to minimize conflicts between drivers and trail users. 9. 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 14th day of February 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal Hennepin County GIS - Printable Map H Interactive Maps I`/ 1 I r �'l 17 ilkI I _ } r it r 07 Parcel Abstract Market 18- 119 -23 -11 -0001 ID: $643,800 Owner Tax W W Roehlke & E G Roehlke Tr Name: (Payable: 2012) Parcel 23185 Co Rd No 10 Address: Corcoran, MN 55374 Property Date: Farm Type: Home- Homestead stead: Parcel 135.99 acres Area: 5,923,652 sq ft A -T -B: Abstract Market $643,800 Total: Tax $4,879.32 Total: (Payable: 2012) Sale Price: Sale Date: Sale Code: Page 1 of 1 Property Map Map Scale: 1" = 800 ft. Print Date: 8/29/2012 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 2012 A `hmk Green'. http: / /gis.co.hennepin.mn.us /Propertylprintldefault.aspx ?C= 450404.69785,4996462.965 &... 8/29/2012 �-&*-*AWenck TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. DATE: January 31, 2013 SUBJECT: Public Works Plan Set Review 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 Wenck has participated in the Steering Committee and the review of the site plan for the on behalf of the Commission and Council and comments are below. Three Rivers small satellite bathroom and parking has been discussed in concept to the north, but will be reviewed when plans are finalized. CR 19 Access and Site Entrance The site plan has been provided to the County to determine if turn lanes are necessary. A decision is expected soon. A turn lane would require modification along CR 19 but not affect the site itself. Traffic to the site will turn south into the site and therefore islands are shown on the north edge and will be constructed should the road be extended west. City Engineer recommends considering extending the access road to the east to the 2" entrance if construction funds are available. This will allow heavy truck traffic to leave the facility directly north from the vehicle storage facility. Stormwater Elm Creek Watershed will review the stormwater for compliance with rules. The site utilizes both overland sheet flow and catch basin and pipe to convey stormwater to the south pond before discharging to the site's wetlands. Curb is proposed as ribbon curb which creates a flat concrete edge to the bituminous. Some areas appear to have a bituminous edge without the ribbon curb. The sheet flow of stormwater off the pavement is a benefit for treatment over a pipe, however will require additional attention during construction and vegetation establishment for small point locations of erosion and gullying. The volume of flow to the north should be carefully documented as similar to current conditions to prevent impacting farmland to the north. Well and Septic The well is shown near the office facility in greenspace, and the location could be modified slightly during installation. The septic area is currently fenced off and will protected from compaction by construction vehicles. Material Storage The south portion of the site will be used for material storage and the stormwater sheet flow will be managed to prevent flow through any stockpiles or salt /sand areas. From: James. KuiawaCalco.hennenin.mn.us To: Kendra Lindahl Cc: ktorve(d)wenck.com; ddonahue@ci.corcoran.mn.us; Ali. DurgunogIu(abco. hen nepin.mn.us; iudie(a�jass.biz Subject: Elm Creek Watershed review of City of Corcoran Public Works Facility Date: Wednesday, January 30, 2013 9:46:48 AM Attachments: Notice of Decision. Boundary.pdf ECWMC preliminary review. Roehl.pdf Kendra, We are in receipt of the Preliminary and Final Plat application for the above mentioned project. This was received in our office on January 25th (Please note our address change below). At this time we cannot review said project because the submittal is considered incomplete. Prior to our review we will need a complete application submittal for the site grading and improvements proposed.. To be considered complete, besides the plans submitted we will need; an Elm Creek WMC request for review and approval (available on our web site) fees associated with the work (fee schedule available on our web site) a stormwater management plan, including design and hydrology details a hard copy and an electronic copy of the civil site plans. We have approved and noticed the wetland delineation boundaries per local and state requirements on 10/23/12. (see attached notice of decision). I also attached my preliminary comments dated 8/17/12 on the Preliminary and Final Plat for the Roehlke subdivision for your information. Please contact me if you have any questions on this information. Jim (See attached file: Notice—of Decision, Boundary.pdf)(See attached file: ECWMC preliminary review, Roehl.pdf) Hennepin County Department of Environmental Services 701 Fourth Ave. South, Suite 700 Minneapolis, MN 55415 -1600 James.Kujawa@co.hennepin.mn.us Phone 612 - 348 -7338 Fax 612 - 348- 8532Disclaimer: 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. ~ II { r P sf �1 4 To: Kendra Lundahl City of Corcoran, city Planner From: Dave Malewicki Hanover Fire Chief Re: City of Corcoran Public Works Building I reviewed the plans that were sent to me, I would like to see the following items addressed on the final plans and resent to me for review and inspections. 1. Full set of plans for the sprinkler system designed by a fire protection engineer and signed by them. 2. Location of water storage along with size. 3. Location of fire department hook up. Prefer near front Driveway. 4. Location of control room near fire department hookup with access from exterior of building, S. Separate power for all controls of the fire suppression system. 6. Fire code calls for a 9 ton road around the entire building. 7. Fire suppression system will require a monitoring service, please select and inform me of said company. 8. Knox box location should be near the control room entrance. They can be purchased from the City of Hanover. Any question I ca be re ched at 763- 286 -6501 Dave Malewicki City of Hanover 11250 51h St NE, PO Box 278, Hanover, MN 55341 1 (p) (763) 497 -3777 (f) (763) 497 -1873 1 cityhaJI @6.hanover.mn.us PUBL ORKS FACILITY CORCORAN, MN SITE PLAN APPLICATION SUBMISSION - JANUARY 18,2013 ARCHITECT: OERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MINNESOTA 55105 (651) 696.5186 (651) 696.5188 (FAX) CONTACT: ANDREW COOPER - acooper @oertelarchitects.com CIVIL ENGINEER: WSB & ASSOCIATES 701 XENIA AVENUE SOUTH, SUITE 300 MINNEAPOLIS, MINNESOTA 55416 (763) 287.7179 (763) 541.1700 (FAX) CONTACT: TOM VOLL - tvoll @wsbeng.com PLOTTED: --­� FILE NAME: APPLICABLE CODES: FULL FIRE SUPPRESSION IS A PART OF THIS PACKAGE 2006 I.B.C. 2007 MN STATE BLDG. CODE CONSTRUCTION TYPE: TYPE II -B OCCUPANCY: B OFFICE S -1 VEHICLE STORAGE AND MAINTENANCE ALLOWABLE SQUARE FOOTAGE AND INCREASES ALLOWABLE AREAS: (TABLE 503, IBC) OCCUPANCY B: 23,000 SQUARE FEET /FLOOR (MAX 4 STORIES) OCCUPANCY S1: 17,500 SQUARE FEET /FLOOR (MAX 3 STORIES) PROPOSED AREA (OCCUPANCY B) 1,927 SQUARE FEET, ONE STORY < 23,000 SQUARE FEET, 4 STORIES FIRE-RESISTIVITY- IBC TABLE 601 FOR TYPE II -B STRUCTURAL FRAME EXTERIOR BEARING WALLS NTERIOR BEARING WALLS AREA INCREASE (OCCUPANCY S1) INCREASE FOR FRONTAGE (506.2, IBC): (W = 2 PER EXCEPTION TO 506.2.1) If = [F /P - 0.25] W 130 = [6151/6151- 0.25] 2 = [.75]2 =1.5 AREA ALLOWABLE (Aa) (506.1, IBC): (IS = 2.0 PER SECTION 506.3, IBC) Aa = {At + [At x If] + [At x Is]} = 17,500 + [17,500 x 2] + [17,500 x 2] = 78,750 'UNLIMITED AREA POSSIBLE WITH 60' SEPARATION BETWEEN ANY STRUCTURE PROPOSED AREA (OCCUPANCY S1) 18,544 SQUARE FOOT OF MAIN LEVEL AREA + 1,380 SQUARE FOOT OF MEZZANINE AREA + 5,544 UNHEATED STORAGE= 25,468 TOTAL PROPOSED S1 SQUARE FEET 25,468, ONE STORY < 78,750 SQUARE FEET, 4 STORIES) MEZZANINE - AT VEHICLE MAINTENANCE MAXIMUM/3 OF OPEN AREA OPEN AREA = 4,544 *% =1,515 SQ.FT. MAXIMUM AREA (1,380 PROVIDED) PLUMBING FIXTURES OFFICE 1,927 SQ.FT. / 100 S.F. PER OCCUPANT =19.27 OCCUPANTS TOTAL = 20 OCCUPANTS VEHICLE STORAGE & MAINTENANCE 25,468 / 200 S,F, PER OCCUPANT = 127.34 OCCUPANTS TOTAL =128 OCCUPANTS TOTALS REQUIRED: 3.28 WATER CLOSETS 3.28 LAYS 0.268 DRINKING FOUNTAIN 2 SERVICE SINKS 1 WATER CLOSETS EACH 1 LAYS EACH 0.14 DRINKING FOUNTAINS 1 SERVICE SINK 1.28 WATER CLOSETS 1.28 LAYS 0.128 DRINKING FOUNTAINS 1 SERVICE SINK TOTALS PROVIDED: 4 WATER CLOSETS (INCLUDES 1 URINAL) 4 LAYS 2 DRINKING FOUNTAINS (1 ADA HEIGHT_ 2 SERVICE SINKS DRAWING INDEX: T TITLE PAGE 0 EXTERIOR NONBEARING WALLS 0 BACKGROUND: 0 INTERIOR NONBEARING WALLS 0 0 FLOOR CONSTRUCTION 0 PLATT DRAWING ROOF CONSTRUCTION 0 CIVIL: C -1.1 EXISTING CONDITIONS C -1.2 EXISTING CONDITIONS C -2.1 SITE GRADING AND EROSION CONTROL C -2.2 SITE GRADING AND EROSION CONTROL C -3.1 UTILITY AND PAVEMENT PLAN C -4.1 CONSTRUCTION DETAILS ARCHITECTURAL AO.0 WHOLE SITE PLAN AO.1 SITE PLAN AO.2 ENLARGED SITE PLAN AND DETAILS A1.1 FLOOR PLAN A3.1 EXTERIOR ELEVATIONS ELECTRICAL: EO.1 PHOTOMETRIC SITE PLAN Z z I� O o E n o H V Ca v Z J W r N a 3 oc O F- ,^ Q� N v W C, U5 0 W W o° z W z O Z z O ~ H V Z J W °- Q Z O F- ,^ J N v W C, U5 W W o° z U Cx z :�E Z Q � J O U Q � LL Se O z U Cx :�E LL z O 3 J V u Co Oe - Z) U O CL u CV N m CD CV U z Q U z Q r 0 T o J Q z W <Q o Lo�i0 �Q��LL _I >- _< LL �oL �Q0QW �3z �- w �zcn U� O5 } 0L m- Ldw 0 W 1 D W J LLJ o —Om(n< cn Q o cAf REVISIONS: TITLE 11 F i DETAIL A 38.81 \ N30 °4323 "E 1310.34 5 00 02.4 501423g,E 11409.00 - - \I , x=9.22 > 44 \ - - - � `\ SO1 \ DRAINAGE AND UTlL ITY EASEMENT c99e i PER DOG. N0. 9708272 All \ I � WET LAND Lo In �I °° — m Lc) II II � TRAIL, DRAINAGE AND \ 18 �� UTILITY EASEMENT PER \ \ ILI �L1011� DOC. NO. 9708272 Q HIGHWAY EASEMENT PER DOC. NO. 9708272 i 3.82 N89 °51'09 "W NB9 °43'23 "E 114- 541.64 - - -- - - -- �1 -- J �\l�- } i 491.64 1 \ C)° 18 33 3 1 `--- DRAINAGE AND UTILITY EASEMENT - I I 50 50 L I I 0 II I 5 —I I Lu 3 I 181 I N � I OLn TRAIL, DRAINAGE AND "-UTILITY A9708272 PER 1 �1 i� DOC NO. z LOT 1 0 EASEMENT c[ C - _-_HIGHWAY PER DOC. NO. 9708272 z [~ „DRAINAGE AND UTILITY EASEMENT i PER DOC. NO. 9708272 O Lu LL ®� ,68 S89 °51'09 "E ®� I S4po BLOCK 1 z ® I b9F I- - -- ~ BCD / __ EAST LINE OF HCSAH NO. 19, PLAT 39, LL ,,,' PER C.R. DOC. NO. 4855886 I I I � I�0� O I °o I HIGHWAY EASEMENT PER DOC. NO. 9708272 I co II d N 0i I: f­__ IQ c� I D. ••i • Ld • LL_� O we z O U U (Wry cV) o 0. I f_ I� o I I I Ln �8a Lu oz I Zw Q � I S�8 °' N85 °06'44 "E � � I 8_8 E 159.63 1 � � EDGE OF WET LAND -" I WET LAND 5 --� - i DRAINAGE AND UTILITY EASEMENT - -= =_;� N83 °26'30 "E I 50 ; 50i C-) 215._ _ _ o - � 491.75 - - - - -- - -- - - -- -- _ 541.76 N88 °52'28 "E o moo -°- DRAINAGE AND UTILITY EASEMENT o� PER DOC. N0. 9708272 I _------ r\­ -71.94 NORTH o ioa SCALE IN FEET _SOUTH LINE OF THE NE 1/'4 OF SEC. 18, T. 119 N., R. 23 W. ROE.HLKE. ADDITION NORTH QUARTER CORNER .- -NORTH LINE OF THE NE I/4 OF SEC. 18, T. 119 N., R. 23 W. OF SEC. 18, T. 119 N., R. 23 W. ; N89 043'23 "E - — — /• — — — — — � __ � 387.00 NORTHEAST CORNER OF SEC. 18, T. 119 N., R. 23 W. -� / �___ SOUTH LINE OF HCSAH No. 10, PLAT � 1 � N0. 8 PER C.R. DOC. NO. 3867013 � I I RUSH CREEK � ELEVATION =986.7 FEET ON MAY 9, 2012 ® Cn I 1--APPROXIMATE WIDTH =5-15 FEET Nem I z ; - -SOUTH LINE OF THE NORTH 638.8 FEET OF THE W I12 OF THE NE I/4 � � N9 75 �/ I K' 11,11 Ile, �� °`t3 23 E WET LAND - -.' 1310.34 f l ILL - CENTER OF RUSH CREEK 33� -- WET LAND � \ SEE DETAIL A — WET LAND N89 °4323 "E 541.64 OUTLOT I A 491.64 — — -- WET LAND, � 1 i �i 33 EAST LINE OF HCSAH N0. w n`` - - - -19, PLAT 39, PER C.R. DOC. NO. 4855886 I LOT 1 i �0 � BLOCK 1 II o WET LAND z - 33 'm` AL WET LAND \ 50 50 WET LAND '-t RUSH CREEK '- ELEVATION =989.0 SET ON MAY 9, 2012 oil APPROXIMATE WIDTH =5-15 FEET —;� 491.75 —.._. I � N88 52 28 "E i EAST LINE OF THE WEST HALF OF THE � NE I/4 OF SEC. 18, T. 119 N., R. 23 W. WET LAND Al _ WEST QUARTER CORNER OF 50 S CT 18UAR 119 N, W 23 SEC. 18, T. 119 N., R. 23 W. r 1229.3 - -- 2626.64 2609.86 S89 °44'01 "W SW CORNER OF THE NE I/4 I _ of SEC. I5, T. Ilq N., R. 23 W. � l S89044 01 W �- `- -SOUTH LINE OF THE NE I/4 OF SEC. 18, T. 119 N., R. 23 W. I50 50I � I CV � Bch O w I � - c� z � ® w z cf) w 0 w z Q w NORTH 0 200 400 SCALE IN FEET FOR THE PURPOSES OF THIS PLAT, THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 18 NORTH, RANGE 23 WEST IS ASSU('1ED TO BEAR NORTH 89 DEGREES 43 MINUTES 23 SECONDS EAST. �l.' �► CIjP. 1. �f11 ]��1'ICI]�D�I'IG'�►f�71101fpi � DENOTES HENNEPIN COUNTY CAST IRON f10NU('1ENT FOUND 0 DENOTES SET I12 INCH BY 14 INCH IRON PIPE WITH PLASTIC CAP INSCRIBED LS 47465, UNLESS OTHERWISE SHOWN BENCHMARK ELEVATION = 101q.71 FEET (NAV088) GSID STATION #11870 — WOLD MN053 — LOCATED IN CORCORAN 500 FEET EAST OF COUNTY ROAD 10 ON STREHLER ROAD, 27 FEET SOUTH OF STREHLER ROAD, 1.0 FOOT NORTH OF WITNESS POST O R MI From Site to Finish F SHEET 2 OF 2 SHEETS °� L I I II I II I Lu 3 I 181 I N OLn �1 z I I I � I�0� O I °o I HIGHWAY EASEMENT PER DOC. NO. 9708272 I co II d N 0i I: f­__ IQ c� I D. ••i • Ld • LL_� O we z O U U (Wry cV) o 0. I f_ I� o I I I Ln �8a Lu oz I Zw Q � I S�8 °' N85 °06'44 "E � � I 8_8 E 159.63 1 � � EDGE OF WET LAND -" I WET LAND 5 --� - i DRAINAGE AND UTILITY EASEMENT - -= =_;� N83 °26'30 "E I 50 ; 50i C-) 215._ _ _ o - � 491.75 - - - - -- - -- - - -- -- _ 541.76 N88 °52'28 "E o moo -°- DRAINAGE AND UTILITY EASEMENT o� PER DOC. N0. 9708272 I _------ r\­ -71.94 NORTH o ioa SCALE IN FEET _SOUTH LINE OF THE NE 1/'4 OF SEC. 18, T. 119 N., R. 23 W. ROE.HLKE. ADDITION NORTH QUARTER CORNER .- -NORTH LINE OF THE NE I/4 OF SEC. 18, T. 119 N., R. 23 W. OF SEC. 18, T. 119 N., R. 23 W. ; N89 043'23 "E - — — /• — — — — — � __ � 387.00 NORTHEAST CORNER OF SEC. 18, T. 119 N., R. 23 W. -� / �___ SOUTH LINE OF HCSAH No. 10, PLAT � 1 � N0. 8 PER C.R. DOC. NO. 3867013 � I I RUSH CREEK � ELEVATION =986.7 FEET ON MAY 9, 2012 ® Cn I 1--APPROXIMATE WIDTH =5-15 FEET Nem I z ; - -SOUTH LINE OF THE NORTH 638.8 FEET OF THE W I12 OF THE NE I/4 � � N9 75 �/ I K' 11,11 Ile, �� °`t3 23 E WET LAND - -.' 1310.34 f l ILL - CENTER OF RUSH CREEK 33� -- WET LAND � \ SEE DETAIL A — WET LAND N89 °4323 "E 541.64 OUTLOT I A 491.64 — — -- WET LAND, � 1 i �i 33 EAST LINE OF HCSAH N0. w n`` - - - -19, PLAT 39, PER C.R. DOC. NO. 4855886 I LOT 1 i �0 � BLOCK 1 II o WET LAND z - 33 'm` AL WET LAND \ 50 50 WET LAND '-t RUSH CREEK '- ELEVATION =989.0 SET ON MAY 9, 2012 oil APPROXIMATE WIDTH =5-15 FEET —;� 491.75 —.._. I � N88 52 28 "E i EAST LINE OF THE WEST HALF OF THE � NE I/4 OF SEC. 18, T. 119 N., R. 23 W. WET LAND Al _ WEST QUARTER CORNER OF 50 S CT 18UAR 119 N, W 23 SEC. 18, T. 119 N., R. 23 W. r 1229.3 - -- 2626.64 2609.86 S89 °44'01 "W SW CORNER OF THE NE I/4 I _ of SEC. I5, T. Ilq N., R. 23 W. � l S89044 01 W �- `- -SOUTH LINE OF THE NE I/4 OF SEC. 18, T. 119 N., R. 23 W. I50 50I � I CV � Bch O w I � - c� z � ® w z cf) w 0 w z Q w NORTH 0 200 400 SCALE IN FEET FOR THE PURPOSES OF THIS PLAT, THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 18 NORTH, RANGE 23 WEST IS ASSU('1ED TO BEAR NORTH 89 DEGREES 43 MINUTES 23 SECONDS EAST. �l.' �► CIjP. 1. �f11 ]��1'ICI]�D�I'IG'�►f�71101fpi � DENOTES HENNEPIN COUNTY CAST IRON f10NU('1ENT FOUND 0 DENOTES SET I12 INCH BY 14 INCH IRON PIPE WITH PLASTIC CAP INSCRIBED LS 47465, UNLESS OTHERWISE SHOWN BENCHMARK ELEVATION = 101q.71 FEET (NAV088) GSID STATION #11870 — WOLD MN053 — LOCATED IN CORCORAN 500 FEET EAST OF COUNTY ROAD 10 ON STREHLER ROAD, 27 FEET SOUTH OF STREHLER ROAD, 1.0 FOOT NORTH OF WITNESS POST O R MI From Site to Finish F SHEET 2 OF 2 SHEETS N � P ' 0-� I I I �I I I �I � � I I 0 I 15 I � C I I I O I I L 1 I I �L� 1 F- I� I II III II III I I II I I I III I I II I I 1 I1 I� 11v vv �l �� o 0) I v � ° 999- / °11111 ' -STMH 1 ,\ �Illll -/ RIM = 1005 E =1002. — ooz - - -- \\ I \k�_ I I — I � / 1 I I IIII I _I_ I i ;11111 FES 1 C ��J 92 3 \\E \ \\ 1 III III I I IE= 1003.0 — \ \ \ \\ \, \ \\ \\ _ _ IIII I I I =�\ — — — — — — — \— — � — \— — � — — I — '— — — \\ — \ � - - - -- �I 11.1 I \A Ln �{ I �/ 1 I �I II. II II I \ I 1111111 11 I I �I 1 11 / II I 1 III II 0'1 I III ; I I I'I I 111 I W �I1 I I 1 I I S C) M I S O I 111 11 X 1 � I' III�II I 1 11 I I LL 0 I W 1 I'I o III II 0 FT 40 80 I -- - - - --- Jim -- — 1 ° / 1 1� III oo,5�. LOT I ^25' h I C v� r sETB � � ✓ r I IS C K 1 , 11 CI I C C, ,�j \ 1 I O I IS I _ _ f' BOUNDARY -- ----- - - - - -- T DISTRIM M _ SHOREL, - -5 - � FOO \ I I i SEE -�,i_L OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 (651) 696 -5186 Tel (651)696 -5188 Fax www.oertelarchitects. -In CORCORAN PUBLIC WORKS FACILITY CORCORAN, MN A 701 Xenia Avenue South, Suite 300 wSB Minneapolis, MN 55416 J ww - ben9.00m $AuaciNea, I I T 1T00 NFRGTRUC ENGINEERING �PLAN"NINII ONSTRUCTION D. JANUARY 16, 2013 DRAWN Bv. ECY EHEKED B.. TV REVIEW SET NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA SIGNATURE Tom Voll PE. REGISTRATION 43412 EXISTING CONDITIONS /� C_1 .1 I + I 1 lol I 1 I I I 3 I Q CAnST UN/ � 5O 5 C \5 A'S N 04 \11 � I IIII I - - - - - -- :j;l\ - s PLA5'' S'9,'' 'E R'� \ I \99 I 1' I . I 'I; I � � II II' I_DOC \C C58/861 �> I I 00 � 1 I I I DIP 1 11001 IN�4�� \ ETgl K �/ 1 I �I II. II II I \ I 1111111 11 I I �I 1 11 / II I 1 III II 0'1 I III ; I I I'I I 111 I W �I1 I I 1 I I S C) M I S O I 111 11 X 1 � I' III�II I 1 11 I I LL 0 I W 1 I'I o III II 0 FT 40 80 I -- - - - --- Jim -- — 1 ° / 1 1� III oo,5�. LOT I ^25' h I C v� r sETB � � ✓ r I IS C K 1 , 11 CI I C C, ,�j \ 1 I O I IS I _ _ f' BOUNDARY -- ----- - - - - -- T DISTRIM M _ SHOREL, - -5 - � FOO \ I I i SEE -�,i_L OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 (651) 696 -5186 Tel (651)696 -5188 Fax www.oertelarchitects. -In CORCORAN PUBLIC WORKS FACILITY CORCORAN, MN A 701 Xenia Avenue South, Suite 300 wSB Minneapolis, MN 55416 J ww - ben9.00m $AuaciNea, I I T 1T00 NFRGTRUC ENGINEERING �PLAN"NINII ONSTRUCTION D. JANUARY 16, 2013 DRAWN Bv. ECY EHEKED B.. TV REVIEW SET NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA SIGNATURE Tom Voll PE. REGISTRATION 43412 EXISTING CONDITIONS /� C_1 .1 ZZ, 0 FT 40 80 1�— �0 W O W O O LL- O O O ql\ � I I I I � I O I I � I I I I I I I O I I I I I I FES IE =98.3 FES -,, I IE =993.1 '�,� IE =992.0 I I I I 'llI l III I I I I 1 I I I! I I h I II III 1 II I 1 I I I,I I I 'I II I I III I I I I I II I I I III III I I III II II I I 11 I I I II I II o° III I I�I � 1 I IIII Ii III 1 iI III I 1 l�l I I 1 III I II III 111 M II ill o lil,II I� I li;l I, II I I III �II III I,II II IIII �II I II I I ,II I I IIII I;II ,I. ffi� I �I I V II I' III II I III II I IIIIII I III I I I IIII �I I III �I IIIiI� O II 011 J J III \ \ 70 SETBFy( I u 1002_, BLOCK 1 III OI \ \ // —_ - -- \ i 110 III O J \ I I I JJ t I I ] II II n I J' I r\11 BOUND�A� DISTRI�� 300 FOOT SHORELAND — �� j\ _ _ - -i ' -- — � SO00 o z y 11 E -15 FOOT TTPARK NG SETBACK P� 00 BUFFER �� wm OOT WETLAND I OI I I ,1 I� 1 1� 10 1 I 'laI II I I O I \ ' \I I \ I I I I I , - -25 F - -�__O WO \OW I 9 1 - - -- -_ q,�� Z I — —_-0 _ ,�� —irk\ ���- J v I 1 J - - -- I _ \ I -11 L . A I1 ill i I yJ1LL EDGP OF W T LAND —) ��,`,, � \ o ___ -f-- I l� O V I -+- I it WO LAND - I - — —�1LL �-996- II IlL - L OjOo OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 (651) 696 -5186 Tel (651) 696 -5188 Fax www.oertelarchil,x1s. -In CORCORAN PUBLIC WORKS FACILITY O O CORCORAN, MN A 701 Xenia Avenue South, Suite 300 wSB Minneapolis, MN 55416 J ww - ben9.00m $AuaciNea, I ft%41-0N0-Fm TRUC11T00 INFRAGTRUCTURE ENGINEERING -PLANNING�CONSTRUCTION JANUARY 16, 2013 DR N ev. ECY �EKEOG.. REV slm�_ TV REVIEW SET NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA SIGNATURE Tom Voll PE. REGISTRATION 43412 EAST EXISTING CONDITIONS NE 1/4 C -1.2 _ t - I I/ z. �-FES IE =992.2 - -- J'`EES - - ol II / IE= 9!110.9 OI�A FES IIII N(98`52 928 - �� i � ,�� -- - E-- - - -- � - - -- yE�998.3 I -- – -- - _ 1 -- ,_- -9g6'� J �I - � _ -- - 997-- I I I I I I I 1 I OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 (651) 696 -5186 Tel (651) 696 -5188 Fax www.oertelarchil,x1s. -In CORCORAN PUBLIC WORKS FACILITY O O CORCORAN, MN A 701 Xenia Avenue South, Suite 300 wSB Minneapolis, MN 55416 J ww - ben9.00m $AuaciNea, I ft%41-0N0-Fm TRUC11T00 INFRAGTRUCTURE ENGINEERING -PLANNING�CONSTRUCTION JANUARY 16, 2013 DR N ev. ECY �EKEOG.. REV slm�_ TV REVIEW SET NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA SIGNATURE Tom Voll PE. REGISTRATION 43412 EAST EXISTING CONDITIONS NE 1/4 C -1.2 X 1 I 0 FT 30 60 I I I CONSTRUCTION NOTES I � 1. SEEDING AND MULCH/BLANKET SHALL BE IN PLACE I WITHIN 14 DAYS OF COMPLETION OF CONSTRUCTION I I ACTIVITY OR AS DIRECTED BY THE PROJECT MANAGER. 2. ALL EROSION CONTROL BMPS SHALL BE INPLACE PRIOR I I I / TO COMMENCEMENT OF CONSTRUCTION. 1 / 3. ADDITIONAL BMPS MAY BE NECESSARY IF CURRENT BMPS PROVE INADEQUATE. 1 / 1! 4. ALL SUITABLE EMBANKMENT MATERIAL (INCLUDING TOPSOIL) SHALL BE UTILIZED & REMAIN ON THE PROJECT SITE UNTIL THE GRADING OPERATIONS ARE SUBSTANTIALLY COMPLETE UNLESS PERMISSION TO REMOVE MATERIAL EARLIER IS APPROVED BY THE OWNER. ANY REMAINING EXCESS MATERIAL SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE. REHANDLING OF ANY MATERIAL, STOCKPIUNG, MOVING MATERIAL AROUND ON SITE NECESSARY TO CONSTRUCT EMBANKMENTS, PAVEMENT AREAS OR BUILDING AREAS SHALL BE INCIDENTAL TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE MADE. 5. SEE ARCHITECTURAL PLANS & RESTORATION PLAN SHEET C -4.2 FOR TURF RESTORATION WORK. 6. INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL AT 1 THE LOCATION SPECIFIED BY THE OWNER. 1 LEGEND 1 � -- — DENOTES EXISTING CONTOUR C O — DENOTES PROPOSED CONTOUR j C00B0 — DENOTES PROPOSED CURB ELEVATION GL100S.5 / .Itows) — DENOTES PROPOSED SPOT ELEVATION j — DENOTES PROPOSED SURFACE DRAINAGE j au — S —S —S— — DENOTES PROPOSED SILT FENCE — DENOTES ROCK ENTRANCE ® — DENOTES PROPOSED CATCHBASIN PROVIDE INLET PROTECTION PER EROSION CONTROL DETAILS SHEET - -- ES IE- 1003.0 \ I I \ I I \ I I \ I � I \ \ SLOPE II \ I I OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 (651) 696 -5186 Tel (651)696 -5188 Fax www.oertelarchitects. -In CORCORAN PUBLIC WORKS FACILITY CORCORAN, MN A 701 Xenia Avenue South, Suite 300 wSB Minnea —�ng 1m $AuaciNea, I I ftAS ST I NFRGTRUCTURE ENGINEERING �PLANIN1G- CO NSTRUCTION D. JANUARY 16, 2013 DRAWN III ECY CHECKED e.. TV REVISION:.. REVIEW SET NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA SIGNATURE Tom Voll PE. REGISTRATION 43412 SITE GRADING, DRAINAGE & EROSION CONTROL PLAN C -2.1 11 I I I _/ 9 �i— ✓ \ l l 111 I I IIII `i\ 0 25 OERTEL CB v EE 10 s'8 ARCHITECTS \ / = /o 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 1 I I I I 02— 0 \ \ I I I (651) 696 -5186 Tel (65 L) 696 -5188 Fax I III I / 5:1 MAX. SL E I 1 I www.Bertelarchltecm —ra \\ \ II FROJECTNAME. I III III IIII I /� // \\ I � I �e CORCORAN PUBLIC WORKS FACILITY — I I , I ONNDfY I B ii w I',I. -- --- cIJ�RE SA ND DISTRICTv -FO iIiII jy`I! I gig. �T I J f I 0 CORCORAN, MN CB \ RE =9985 I ` I , I E= 996.0 701 Xenia Avenue South, Suite 300 O Minneapolis, MN 55416 1 9Ak1 NO R 1700 I 1 II I \ I I " "� / -� O 0 T �\ \ I ,- 1 \ -Fm70 INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION - -�- _ - r �I _ OOT PAR DD� -- R 1�� IE= I_I ,- s - 5 _ -- - -- ��iP 0 FT 30 80 C) �� z (9 \ 1 S-- s - S�� 1 �S_ S�S S StS S J` t — IE I-- JANUARY 76, 2013 CONSTRUCTION NOTES / \\ \ 1. SEEDING AND MULCH BLANKET SHALL BE IN PLACE WITHIN 14 DAYS OF COMPLETION OF CONSTRUCTION I i I - - - - " \ \ � , \\ \ �� y / ! ` \ O 9 I D-N BY ECY ACTIVITY OR AS DIRECTED BY THE PROJECT MANAGER. I 1 III \ I �L� EDGE OF WET LAND— \ ,—— s —S - - -- -- �� �- NEGKEO B.: TV 2. ALL EROSION CONTROL BMPS SHALL BE INPLACE PRIOR 11 I 1 I I 11 I I / i, , ! � I I 11 \� ii TO COMMENCEMENT OF CONSTRUCTION. II / I 3. ADDITIONAL BMPS MAY BE NECESSARY IF CURRENT BMPS PROVE INADEQUATE. 4. ALL SUITABLE EMBANKMENT MATERIAL (INCLUDING TOPSOIL) 1 I I I SHALL BE UTILIZED & REMAIN ON THE PROJECT SITE UNTIL THE GRADING OPERATIONS ARE SUBSTANTIALLY COMPLETE UNLESS I III T III I WEB I LAND \ \ \ I I I / REVIEW SET PERMISSION TO REMOVE MATERIAL EARLIER IS APPROVED BY I I f IIII I — I �iLL — I 1 J I I I \ / NOT FOR THE OWNER. ANY REMAINING EXCESS MATERIAL SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE. REHANDLING OF ANY MATERIAL, STOCKPILING, MOVING MATERIAL AROUND ON SITE NECESSARY TO CONSTRUCT EMBANKMENTS, IIII (IIII _ _ — �� 1 I I I I �'1LL _ T S� m X99 CONSTRUCTION PAVEMENT AREAS OR BUILDING AREAS SHALL BE INCIDENTAL TO /i I I l 9L9 _ /cD oD. I 6—\ THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE MADE. II III IIII 1 II /� -i it 5. SEE ARCHITECTURAL PLANS & RESTORATION PLAN SHEET C -4.2 FOR TURF RESTORATION WORK.�i 6. INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL AT THE LOCATION SPECIFIED BY THE OWNER. III III / I i 1 1 ���LL fi I HEREBY CERTIFY THAT THIS DOCUMENT was PREPARED BY ME OR UNDER MY DIRECT LEGEND `�J j I� �/� �I SUPERVISION AND THAT I AM A DULY TOFDMINNESOTA !! III! �I —�j — -- — N THE STATE �— - DENOTES EXISTING CONTOUR 01 I IIII I / _ --- _ _° �- s =L`- _ =___- __ _= -- _- i - �- DENOTES PROPOSED CONTOUR ° 9 � __ � -- slGw'T °aE TC'0°B'0 - DENOTES PROPOSED CURB ELEVATION FES -__ I 171 IIII 1 (III I I I/ \ _ - -� 9._ _______ __ _ _ ____ i!i - -- _- _ - -__- -- 9 - - __- - -- - - - -- -- -- - - -- -- - -- =9= 9 == =9L Tom poll PE. DATE DENOTES PROPOSED SPOT ELEVATION 98.3 + I -- == _= jr_7 - — - DENOTES PROPOSED SURFACE DRAINAGE �I 1 I 11�= — — _ _ _ _ — — — -� - _? -L - -- -- _ = _ _ - - - - - - - - - — — — REGISIRAl10N 43412 _ — s —s —s— - DENOTES PROPOSED SILT FENCE i (ter " 993- /`_ _ \''PL SITE GRADING, DRAINAGE & PROPERTY LINE _ DENOTES ROCK ENTRANCE EROSION CONTROL PLAN - DENOTES PROPOSED CATCHBASIN ® PROVIDE INLET PROTECTION PER ° ° I I�I II III j " -FES ____997 ----- \'-FES I "" III �E -992,2 - - - -- ' -�.� EROSION CONTROL DETAILS SHEET I 4 III III _ I ! i' XPROPERTY i LINE OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 @ \ \ (651) 696 -5186 Tel (65l)69b -5188 Fax \� w z www oertelarchilecm —nn 0 FT 30 60 Ic La rc w 0 PROJECT NAME. _ -�� - K a CORCORAN PUBLIC WORKS CONCRETE PAVEMENT SECTION FACILITY 7.0" CONCRETE -- 6.0" CLASS 5 AGGREGATE BASE I CORCORAN, MN APPROVED GRANULAR SUBGRADE A 701 Xenia Avenue South, Suite 300 Minneapolis, MN 55416 NOTES: rY'A SB a.�m 1. CONCRETE PAVING SHALL BE PER MN /DOT SPEC 2301 & lasNSG1 0-NMUCWN 2. EXPANSION JOINTS SHALL BE PLACED EVERY 225 SE INFRAGTRIICiI1RE ENGINEERING �PLANNING�CONSTRIICTION BITUMINUOUS PAVEMENT SECTION 1> 2° TYPE SP 12.5 WEARING COURSE MIXTURE CB CB> RE= 1006.7 C1 3 (SPWEB340B) — MNDOT SPEC 2360 .1 / IE= 1001.8 IE =100 .8I PROJECT NNMBER: 3" TYPE SP 12.5 NON WEARING COURSE MIXTURE .d/ (SPNWB340B) — MNDOT SPEC 2360 B. 12.0" CLASS 5 AGGREGATE BASE (MNDOT 2211, 3138) — I JANUARY 16, 2013 DRAwN er ECY ��_f APPROVED (PROOF ROLLED) GRANULAR SUBGRADE I �NEGNED B.. ** VERIFY PAVEMENT SECTIONS WITH GECTECHNICAL REPORT ** 9 / TV I I I REVIEW SET LEGEND I NOT FOR CONSTRUCTION —y —� — DENOTES PROPOSED SANITARY SEWER — DENOTES PROOPSED WATER MAIN I y — < — — DENOTES PROPOSED STORM SEWER D — DENOTES PROPOSED BITUMINOUS PAVEMENT SECTION / CB RE= 1003.5 HEREBY CERTIFY THAT THIS BY ME OR WAS PREPARED A DULY �RO NaN� THAT DIRECT A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA y r„ T I E =999.8 / /J I / J SIGNATURE Tom Voll PE. / / / /JJJIII111 /lam !G.- / Jr / REGISTRATION 43412 �•LT UTILITY AND PAVEMENT I PLAN SHEET N C -3.1 ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL, SECURED WITH 50 PSI. ZIP TIE. BUTT JOINTS SEE NOTE NOTE GEOTEXTILE SOCK BETWEEN 4 -10 FEET LONG AND 4 -6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137 -1; CA -3 GRADATION. ROCK LOG/COMPOST LOG 24" NYLOPLAST INLINE DRAIN t (FOR TURF AREAS) A 6 POSTS AND EXCAVATE x 6" TRENCH UPELOPE ALO" NO THE LINE OF THE POSTS @MINTEGRATED DUCTILE IRON IIIII—IIIII= =VIII FRAME & GRATE TO MATCH BASIN O.D. 3 0 IIIIIIIII =11111 =lull —VIII VIII 15MINWIDTH GUIDELINE &'MIN THICKNESS GUIDELINE A TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED MINIMUM PIPE BURIAL TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC DEPTH PER PIPE INVERT ACCORDING TO MANUFACTURER LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS/TAKE OFF RECOMMENDATION INLET& ADAPTER: ORCD 24'x15 FOR CORRUGATED HOPE (SMOOTH WALL) WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) THE BACKFlLL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULARMATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIPI AS DEFINED INASTM DM21, BEDDING& BACKFlLL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (D- 29 GRATES COVERS SHALL BE DUCTILE IRON PER ASTM AR —RADE ]450TH, ®- 24•FRAMESHKLBEDUCIILEIRONPERMS M36GRADE765DU5 (g)- ORNNAGE CONNECTOR SNB JOINT TIGHTNESS SHUT CONFORM TOASTMD3212FOR CORRUGATED HDPE (POE &HANCOR OVAL WAr1)a SORB PVC 4 GRATESSHAL-MEETH- RUCADRATNGFOR24'PED 6 "MIN.DEPTH Notes: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE FOR DRIVEWAYS LARGER THAN 24 FEET x 12 FEET, HEAVY TRAFFIC OR AS DIRECTED BY THE ENGINEER 4. MAINTENANCE IS INCIDENTAL ROCK CONSTRUCTION ENTRANCE (INSTALL PER SWPPP) STEEL T POST 4' MAX. SPACING t FLOW RENCH T 6 "� 6" A 6 POSTS AND EXCAVATE x 6" TRENCH UPELOPE ALO" NO THE LINE OF THE POSTS IIIIIIIII IIIII°IIIII IIIII—IIIII= =VIII =VIII HEAVY DUTY FILTER FABRIC FLOW 3 LAY FABRIC N TRENCH \J IIIIIIIII =11111 =lull —VIII VIII = IIIII=IIIII— VIII °VIII VIII VIII HEAVY DUTY STEEL FENCE FILTER FABRIC POST 2 FLOW FASTEN FABRIC TO POST IN Y FABRIC A MINIMUM OF 3 TIMES RENCH VIII � VIII — VIII —VIII— �1111 =lull u�ll =l�lll =VIII VIII VIII VIII 4 FLOW COMPACTED BACKFlLL THE TRENCH AND BACKFlLL COMPACT THE EXCAVATED SOIL IIII�IIIII — VIII —VIII— =11-11 VIII VIII —VIII =1111 VIII VIII VIII BOTTOM OF DRAINAGE WAY J A A LL I I ELEVATION POINTS 'A' SHOULD BE NO SCALE HIGHER THAN POINTS "B" Maintenance FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTVE PRIOR TO THE END OF THE EXPECTED. USEABLE LIFE AND THE BARRIER STILL BE NECESSARY. THE FABRIC SHALL BE REPLACED PROMPTLY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES AND HIGHLY ERODIBLE SOILS, 3. SEDIMENT DEPOSITS MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 113 HEIGHT OF THE BARRIER, OR AS DIRECTED BY THE ENGINEER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 6. ALL MATERIAL & INSTALLAnON MUST CONFORM TO THE REQUIREMENTS OF THE CURRENT MUCH OF THE MNOOT CONSTRUCTON SPECIFICATIONS TABLE 3886 -1, SILT FENCE 0 0" 3.3' 3.3' �20 „� • • 3.3. • • 3.3' 0.7 .YD. 1 OS STAPLES PER.SO. YD. RSQ. YD. 41 SLOPES 3:1 RHO— 3HIGH FLOW CHANNEL& SHORELINE t5 OTC 'ry d F 1-11T V 12 B r3 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME TERTILRER. AND SEED, N AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A6 US—) DEEP X R (I San) WIDE TRENCH WITH APPROXIMATELY 1T 13am) OF BANKET EXTENDED BETONO THE UPSLOPE PORnBN OF THEIHENCH. ANCHOR THE STANNET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 11 D—U APART IN THE BOTTOM OF THE TRENCH_ BACREILL A REMAINING I2' ANKETBAC (30cm) F S S SIK OVER SEED AND COMPACTED SOIL xANKETOERCOMPACTEDSORWITHAROw OF STAPLESISTAKES SPACE. APPROXIMATELY 1'2' (3ITCm) APARTAQROSS THE WIDTH OFTHE BIANIGI AGAINSTTiE SOIL URFACE, ALLSLA(NKETHSAILD- ESECURELY ASTGREG TO SOILSIIRFACE BY PACNG APPROPRIATE —OE IN APPROPRIATE LOCATIONS AS SHOWN INTHESTAPLEPATTERN GUIDE_ WHEN USING OPTIONAL DOTSYSTEM, STAPLES—ES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRATE STAPLE PATTERN. ES OF PARALLEL BIARKETS MUST BE STAPLED WITH APPROXIMATELY 2. Y (EVm126vn) OVERLAP DEPENDING ON BLANKET ttPE. TO ENSURE PROPER BEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET(BLANKEfeEING BEAR INSTALLED —N WITH THE COLORED E 5 CONSECUTI EOBIANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER ENDL(SHNGLE STYLE) WITH AN APPROXIMATE 3- R.- )OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY IT(—) APART ACROSS ENTIRE BLANKET WIDTH, NN LOOSE SEOFSPLEORTKLENGSGRARHAB '(1 )MBENECESARYTO PROPER"G.URE THE BLANKETS. EROSION CONTROL BLANKET INSTALLATION OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, MIIIDOSOta 55105 (651)696 -5186 Tel (651) 696 -5188 Fax WWW.Dertelar.hitects..Qm CORCORAN PUBLIC WORKS FACILITY CORCORAN, MN - 701 Xenia Avenue South, Suite 300 WSBMinneapolis, MN 55416 JQ — Nebengoom & 7"1400 Fn?"1 -17W INFRASTRUCTURE - ENGINEERING - PLANNING - CONSTRUCTION PROJECT NUMBER. DATE ISSUED: JANUARY 16, 2013 DRAWN By ECY CHECKED BY TV REVIEW SET NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS THAT BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA Tom Voll PE REGISTRATION A3412 SHEET NAIL'! CONSTRUCTION DETAILS SHEET N,, C -4.1 3 x 0 FT 30 60 CONSTRUCTION NOTES 1. SEEDING AND MULCH/BLANKET SHALL BE IN PLACE WITHIN 14 DAYS OF COMPLETION OF CONSTRUCTION ACTIVITY OR AS DIRECTED BY THE PROJECT MANAGER. 2. ALL EROSION CONTROL BMPS SHALL BE INPLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ADDITIONAL BMPS MAY BE NECESSARY IF CURRENT BMPS PROVE INADEQUATE. 4. ALL SUITABLE EMBANKMENT MATERIAL (INCLUDING TOPSOIL) SHALL BE UTILIZED & REMAIN ON THE PROJECT SITE UNTIL THE GRADING OPERATIONS ARE SUBSTANTIALLY COMPLETE UNLESS PERMISSION TO REMOVE MATERIAL EARLIER IS APPROVED BY THE OWNER. ANY REMAINING EXCESS MATERIAL SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE. REHANDLING OF ANY MATERIAL, STOCKPILING, MOVING MATERIAL AROUND ON SITE NECESSARY TO CONSTRUCT EMBANKMENTS, PAVEMENT AREAS OR BUILDING AREAS MALL BE INCIDENTAL TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE MADE. 5. SEE ARCHITECTURAL PLANS & RESTORATION PLAN SHEET C -4.2 FOR TURF RESTORATION WORK. 6. INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL AT THE LOCATION SPECIFIED BY THE OWNER. I P-(_P-NIF) D- DENOTES PROPOSED SODDED AREA - DENOTES PROPOSED SEEDED AREA D- DENOTES PROPOSED BITUMINOUS - DENOTES PROPOSED CONCRETE Qo�o 0� - DENOTES PROPOSED CAT. 3 EROSION BLANKET i I Lr c 0 III II I I II I I I II I I I I I I I III III I I I I I I II I I III II I I OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 (651)696 -5186 Tel (651)696 -5188 Aax www.oenelarchitects.com CORCORAN PUBLIC WORKS FACILITY CORCORAN, MN - 701 Xenia Avenue South, Suite 300 WSS Minneapolis, MN 55416 w.w✓.wsbeng.com — &d— Tnr. ]835UA900- FaK R1511,1100 INFRASTRUCTURE - ENGINEERING PLANNING - CONSTRUCTION JANUARY 16, 2013 DRAWN B -. ECY CHECKED Br. TV REVlslo�.. REVIEW SET NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER IN THE STATE OF MINNESOTA -N—RE Tom Voll PE. nDN 43412 SITE RESTORATION PLAN C -4.2 X 0 FT 30 60 CONSTRUCTION NOTES 1. SEEDING AND MULCH /BLANKET SHALL BE IN PLACE WITHIN 14 DAYS OF COMPLETION OF CONSTRUCTION ACTIVITY OR AS DIRECTED BY THE PROJECT MANAGER. 2. ALL EROSION CONTROL BMPS SHALL BE INPLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ADDITIONAL BMPS MAY BE NECESSARY IF CURRENT BMPS PROVE INADEQUATE. 4. ALL SUITABLE EMBANKMENT MATERIAL (INCLUDING TOPSOIL) SHALL BE UTILIZED & REMAIN ON THE PROJECT SITE UNTIL THE GRADING OPERATIONS ARE SUBSTANTIALLY COMPLETE UNLESS PERMISSION TO REMOVE MATERIAL EARLIER IS APPROVED BY THE OWNER. ANY REMAINING EXCESS MATERIAL SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE. REHANDLING OF ANY MATERIAL, STOCKPILING, MOVING MATERIAL AROUND ON SITE NECESSARY TO CONSTRUCT EMBANKMENTS, PAVEMENT AREAS OR BUILDING AREAS SHALL BE INCIDENTAL TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE MADE. 5. SEE ARCHITECTURAL PLANS & RESTORATION PLAN SHEET C -4.2 FOR TURF RESTORATION WORK. 6. INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL AT THE LOCATION SPECIFIED BY THE OWNER. LEGEND D- DENOTES PROPOSED SODDED AREA O- DENOTES PROPOSED SEEDED AREA D- DENOTES PROPOSED BITUMINOUS D- DENOTES PROPOSED CONCRETE o n o n o n o - DENOTES PROPOSED CAT. 3 EROSION BLANKET FES 98.3 I � I I I II I 4 n � - I ogt0.0 _o o Q: = - _ . I I I I I W I OERTEL ARCHITECTS 1795 Saint Clair Avenue ST. Paul, Minnesota 55105 (651)696 -5186 Tel (6651)696 -5188 Fax W .oenelarchitects.com 11 IPROJEr.T NnmE. I CORCORAN PUBLIC WORKS FACILITY I I I CORCORAN, MN - 701 Xenia Avenue South, Suite 300 WSS Minneapolis, MN 55416 w.w✓.wsbeng.com - &d- Tnr ]835U 400 FaK R15a1,1700 INFRASTRUCTURE ENGINEERING PLANNING - CONSTRUCTION \. oI � Qf o a I ..... .' t�/Q � C \ \ O � O � 4 - �' _ I I PROJECT N. MH: r•. -- -- IssnEE t - I I ATE DAGEJNARFSR 1 B, 2012 \ I DRAWN ar ECY EDGE OF WET LAND- TV I i � / I, I � I REVISION WET LAND REVIEW SET / � )) NOT FOR CONSTRUCTION - -L i II I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT I A SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER � IN THE STATE OF MINNESOTA _ SIGNpTUaE Tom volt PE. -- 43412 L— RECSrre nnN --- _1 S'9;i ` -APL -- - - — SITE RESTORATION PLAN —T— PROPERTY UNE - HEETN �' -FES / ,,-- 997 - - - --- I / /FES I E =992.2 _- - - - - -- ,- C -4.3 �. / IF —arnn a I SITE PLAN NOTES NOTES: -ALL DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. -SEE SPECIFICATIONS FOR INSTRUCTIONS REGARDING BASE BID AND ALTERNATE BIDS. -SEE CIVIL PLANS FOR SITE GRADING, UTILITIES, PAVING AND DETAILS. - VEHICLE TURNING RADII ARE FOR FIRE TRUCKS AND PUBLIC WORKS VEHICLES. STANDARD VEHICLE TURNING NOT SHOWN. PLOTTED: -_­� FILE NAME: FIRE TRUCK TURNING PATH AND ACCESS ROUTE SMALLEST DIMENSION FROM SETBACK TO PARKING PROPERTY LINE 100' PRIMARY SETBACK PUBLIC WORKS VEHICLE ACCESS ROUTE //1 �I 0 0 M I 0 0 i I I I I j I j I I I CD 1 I _II I \II 002 I i I\ \ I \I i i I I ---------- - - - - -- I :I \� \----- - - - - -- -- �\ T\ I I VI- L — — —' — 'I B ILDING $ETBAC ..:... ,, I I II:. \ ::: '•`'' .. :::':.::::`:: 0 6.25 �.. . 1 A w 0 0 _ I o _o I CD N N 0 I I o III �I I r I .z . \I L \ _D7 Lill I �Il��llli� L ]� I gy� BUILDING IFIN SHfQ f L0 1007.00 1��.�0 vvI _ I 1 DIIf I FR \ IF UILDING Q y _ T LEI A L -� LT. #1j C. - _ j II 1 - - - - -- I \ II . o 9io9 01 AFIRE TRUCK TURNING AND DRIVE PATH / I SEPTIC FIELD A IC LKS VEHICLE TURNING AND C / -FINAL LOCATION A / DRIVE PATH / DESIGN NOTIN CONTRAC 201.25 -Z i � I 300' SHORELINE DISTRICT SETBACK 15 25.00 i i i i I i i I � I j I I I 3� 5.00 i!I WETLAND BUFFER SETBACK WETLAND BUFFER BUILDING SETBACK I _ H v 15' WETLAND BUFFER BUILDIN o n o J � v Lu o � J O z SETBACK a 3 Z / ° l w oc 60RM POND/ / / j v V Q � m uj W 0° WATER / / 25' WETLAND BUFFER SETBACK O se W W ,SEE CIVIL LL Z O � O J I� m � U O CL L \ N r cy) T N U z Q U z Q ap T O J Q z I; z u U W i II < o _ _.._._.. L li �_ ...... T_ T < I >_ ELI �< 996 �3:z W z (n U� O0 Q0 mWO> LLJ W L J :2 W LLJ o W D m (n Q cn o - - - REVISIONS: _• -• --- - - i! / — __ - - -- -- 993 _ 9°g93 ........... -- -996 - • -• -•- ........................ o � I I co I i 1 I 996 1 •_ W 1 Q 1 I o° I j I I � I •s s° ±0 996 j Z O H v � o n o J � v Lu o � J O z a 3 Z O w oc J j v V Q � m uj W 0° 0 o z O se W W C) Z O H v Z J Lu Q J O z J Z O w r ^ J `n V Lu m uj W 0° o z O se Z Q � J O U Q de LL O se Z U cx :�E LL Z O � O J I� m � U O CL N r cy) T N U z Q U z Q ap T O J Q z I; z u U W i w F < o _ �QW�Li T_ T < >_ ELI �< �3:z W z (n U� O0 mWO> LLJ W L J :2 W LLJ o W D m (n Q cn o REVISIONS: SHEET NAME: WHOLE SITE REFERENCE ONLY SHEET NO • SITE PLAN NOTES GENERAL NOTES- - ALL CURB DIMENSIONS ARE TO FACE OF CURB. ALL SIDEWALK AND LANDSCAPE AREAS ARE DIMENSIONED TO BACK OF CURB. - BUILDING DIMENSIONS ARE SHOWN FROM FACE OF EXTERIOR FINISHES - VERIFY WITH BUILDING FLOOR PLANS - SEE CIVIL FOR ELEVATIONS, PAVING INFO & UTILITY WORK - PROVIDE NEW SOD AT AREAS NOTED. ALL OTHER AREAS TO BE RESTORED AND SEEDED. SEE CIVIL FOR ADDITIONAL INFORMATION. -SEE LANDSCAPE SCHEDULE FOR TREE AND SHRUB TYPES 0 CONCRETE CURB AND GUTTER - SEE CIVIL FOR CURB SECTION DETAIL NOTES AND ELEVATIONS M2 ASPHALT DRIVE LANE OR PARKING LOT. SEE CIVIL FOR PAVING DETAILS 0 CLASS V PAVING ® CONCRETE PAVING - SIDEWALK OR PAVING STRIP BETWEEN STOOPS AND /OR APRONS - SEE SITE PLAN FOR SPECIFIC CONDITIONS - SEE ARCHITECTURAL FLOOR PLANS AND STRUCTURAL FOUNDATION PLANS FOR APRONS AND STOOPS ❑5 ROCK MULCH ON HEAVY DUTY LANDSCAPE FABRIC. PROVIDE HEAVY DUTY METAL EDGING WERE LOCATED AT A SODDED AREA. SEE SPECIFICATIONS FOR ROCK MULCH INFORMATION. © PROVIDE SOD AT AREAS SHOWN. M CONCRETE TRANSFORMER PAD - VERIFY SIZE WITH UTILITY ® PARKING STRIPING - INCLUDING ADA SYMBOL AND VAN AISLE STRIPING M9 ADA CURB CUT WITH CAST IRON TRUNCATED DOME PAVERS Fl-ol HANDICAP PARKING SPACE SIGNAGE I II 8 -0 TALL CHAIN LINK FENCE WITH MANUALLY OPERATED SLIDING GATE. OWNER TO PROVIDE LOCKING SECURITY AT GATE. 11 LOCKING/ SECURITY EDGE OF ASPHALT PAVING 13 ROCK FACE CONCRETE BLOCK DUMPSTER ENCLOSURE WITH CHAIN LINK FENCE SWINGING GATES. PROVIDE OPAQUE SLATS IN CHAIN LINK FENCE FOR SCREENING PURPOSES 14 UNDERGROUND STORAGE TANK - SEE CIVIL AND MECHANICAL FOR ADDITIONAL INFORMATION Fl-51 WELL HEAD , WELL BY OTHERS, SEE CIVIL FOR SERVICE CONNECTION TO BUILDING, 16 IRRIGATION CONDUIT. PROVIDE CONDUIT AS PART OF CONSTRUCTION CONTRACT. OWNER TO PROVIDE IRRIGATION DESIGN AND INSTALLATION. VERIFY LOCATION OF CONDUITS WITH ARCHITECT AND OWNER. PROVIDE A CONDUIT /SLEEVE UNDER ALL PAVEMENTS FROM GREEN SPACE TO GREEN SPACE AROUND THE ENTIRE FACILITY. VERIFY LOCATION OF STUB OUT OF BUILDING ON MECHANICAL AND ELECTRICAL. PLANT MATERIALS SCHEDULE . I I I � w J I I I I o0 I w� Iwo 116.75 I I j I o 32.00 I I i o jQ M + I e- €1i3 2 2 MAR l � ° C-5 o b Q b w¢ b` Q N U cd Z Q z CID o O Q \ U I O W U O O z °0 3.5p o 1 , FROM C .R .19 CL I MAR °° 6 ®• °° 84.00 •® I l o I , 0 co l NS 45.25 52.00 DWIH , TO EDGE OF 0 ' I 2 12.00 9.00 9.00 63.00 34.00 ' BITUMINOUS O I I 2.00 6.50 Eli D 3 I W • o ` 9.00 • . d . 20.00 " ` Q� • i - -�• 2 Via. O I I .. ❑ •6 4 • ... . � .... .. 100.06 T; �> u 4 _ CS IV L-M If PRINCIPAL S TBA K ,5 p OI O- I I I I I I I I I I I I KEY COMMON NAME QTY. ROOT SIZE NOTES EPR TREES CONIFEROUS 24 'siL?+ kill, ��•/r,,rry`ir 'x L 6 ?•f • NS NORWAY SPRUCE 2 B.B. 8' - : t. J, J.V1•T'fY.rX i >,15,. .t'x,.,•'U:.Lna <.a. f •' . ' � fh {� rJ �' NORWAY SPRICE .!F .2 Z . 1 1. . 2 . �t'{ �� .iN,,"Y•�y(�,�}�.5.'^�i['�,f,� {,.a, E�f .l, , y:'Y•,''Yj -.iL k..YY} r.i i, ;r +•i•>r �' ;v *. >M ;..•� ���,r.' T •}x4'r }<Cy t,t ,r7 ,1 }... � .. ry <.. r.e, : � :• r 5:�:,T ^•� f!t^..,y( x J w..,�•yM1l ..'U •9K.S'a. �1'i, ,f,, ,S vSe.'L,r..!tL. C •) � .ra�,,.¢tcp> �A'} },h�i.�}1[. LJ'� �t.} y,:.i R; ,,. >.. t.. 1 .. �r�� 2 t i. J J'^Ct^ .,1Yf� Y?rrY�i l �. E! AlV., ¢�- .th.lr C:y, f , y: . g'Syi,r. �t�ts fi t,tq ; I °,e'�n .: ��•.x:" v' a?,, �y�,R �k . 1 1 :tC &h7, Y ft Y• X Ya / i yr a rr -•t f 1q� i;18 yY� ist- {ili- {'yt'q� / WP WHITE PINE 4 B.B. 8' - N PINUS STOBUS t d . a h r J T Y1 Y' t �' 1 C�'{'1 !pl q .{t'L t ,,Y^t:�i•�V,,t-'>i�l`11i: �?( >f {;Y..; y %i L.X�,!;j. <+•J'r�;tt'l;r% .x .1 .7jryh.i j.{.Y" ' Yi r ,1-r }t '1R t � •r / ::} 11 �'" hY St FAS SPRUCE, FAT ALBERT 6 B.B. 8' - 1'.. ry , PICEA PUNGENS 'FAT ALBERT' 2 G �s ' �� <tr ,tf s <i,,ri1,'r•-'S 7,;ry� �L�h� }2 fGJ afw .) }t +l �'c , t.}" \ .. �.++,'xLk"'S r,Y�y �(i CS COLORADO SPRUCE 12 B.B. 8' - "..4 ?��y'r�i'�, tY- PICEA PUNGENS 1 "t'nY �-} �jr}}!f ��'1rLV.��1�. T.SrI - ^., j' 1tYYa.>?%'l�.•.ls;�,l,�P: �j,' /!L/ 1• l .F / 4 Sa ! YL'4'y�'i•�^ Y/ A��L`•nri Lt,Fy,• :� r �r !r � •' Y� Y'•d. S L'L t i� +./�'? 1 051 ]+lY'ryY.}l'� ':t �1 �r�l, i'J�f1�'L"tlt�2'J. DECIDUOUS r ^11.���2t�,L ..�r.t. y+c ,y1 :;r .?,LT15 il'liF, f «'t ''t. �af'`.j YSf; Crirfi MAR MAPLE, AUTUMN RADIANCE 7 B.B. 251 - - ACER RUBRUM 'AUTUMN RADIANCE' ,{, > .t }>< : - ....y'y�i.y S• �:i `• 1..L - i.} r�.tr:CY't•.S,t 'J ?f++�.,+b,�+'Y F,•. a C .Y ". . tt.r?4ge: X��fj(�'� ?;y :. {AyS k. • rr f•. RO RED OAK 7 B.B. 2.5[l - ��' ,, s. B GFINISHEDFLOOR`: QUERCUS RUBRA \ ..;ft ASS > }n Yk it �J'1 r- a Y b }Y 3 1007.00 100.00 / r>-. - •rf•�A ::4! w. }}y't1nAl:t'�ili}>;'y'. PR ROBINIA'PURPLE ROBE' 2 B.B. 251 - •t. C� Lx ROBINIA PSEUDOCACIA'PURPLE ROBE' h [:,r r +, r / ryrrp„ ,a�iFr. .yr?,..r;•; µJ{�C b %SASE �t4Yi.:- I -�r,y ,�;}.A•'Lj.3 a,t r • 1E, bb },4!tY :�'•il;JJi,: �,,,">";;{.!Y:s p 5�f� •<:.If � �y iy -•, carr' J,•',• ,.<�-�'„11v.LN�3�^DfXY)�.r}.5,. �': <!�r'tf� aa, }1 .:7' � �t J :Y��C ».xu {A: > {i "�A�?!'+t'.�••` \�Y`y Y�`',1ir_.__ EPR EUONYMUS, PRAIRIE RADIANCE 2 B.B. 2.511 TREE FORM ��'i'..�X"'J 1 h'j},'tri x /L.(,.i Ti EUONYMUS BUNGEANA'VERONA' lJ y 4!•x �' 4 Fr"1 f:, b7 7Z'1 . .tsrxY,s'�t Y%x:i�s` ;S. 1 tiL" Sx > }+`a2o rSrr yf Z15j=rFj r h1 L�,`�.LV Pt ya" Y ;{" t�• ? i !L•.'.� .k. bT Y! SHRUBS YEW JAPANESE UPRIGHT YEW 34 CONT. #2 MIN. - •„ $ �!, GY't t:: ,',+. .a[M,.fV{ i;S.K ,l ..t�•�h'C'?.ihw R' 11 ?�Y :: fyya4 l;�!;„fi V;�r.f'}'...Yr7 ,!Y { r!C TAXUS CUSPIDATA'CAPITAT' .S i k'vf'iX A.:�N. J:' >i lS�t�'t ✓ N :.: F'i•j: fr l•l �Y.i:C �jy,•tl �,? l if 1.3.L.v.Y,r`YMR• • :}!Sl :.try= .:iy�44'•'.;ivJJh �J)9A Y`1 f f it!: 1 YA =.1,' : DWIH DOGWOOD, IVORY HALO 32 CONT. #2 MIN. - . ��1{'�'�by q{,i t }SJ;u' '1`,i,',ht •t!.. CORNUS ALBA'BAILHALO' 1' y+ �Y). S '; .�, r ,,:..4n'i'i;p •. �' }:jm rix:�.'.c�lay:��Yf's •r�r�F��'i''y �'" +. ..�Ltl3`a\iC GF P? i. -Y� i''4 x,i• 1':: >nl.n jL� �,- 'r')_'.rirY: 04,> �tt' }F T•r�J ,.. r�s ,, f',' {4;= rrb,wl � y�:ry �, . ..;�,r VC VIBURNUM, CHIQUITA 3 CONT. #2 MIN. - I VIBRNUM SARGENTIL'CHIQUITA' I O l GENERAL NOTES -SEE ALL AREAS DISTURBED BY CONSTRUCTION NOT SHOWN TO BE COVERED BY SOD. SEED MIX INDICATED ON CIVIL PLANS. VERIFY WITH OWNER. - VERIFY LOCATION OF ALL PLANTING WITH ARCHITECT AND OWNER PRIOR TO PLACEMENT -WOOD MULCH AROUND ALL NEW TREES - CONTRACTOR SHALL ENSURE 4" - 6" MINIMUM OF TOP SOIL IN ALL AREAS OF PROPOSED LANDSCAPING. - PROVIDE STEEL EDGING WHERE NOTED ON PLAN. - SEEDING OF WETLAND BUFFER AREAS SHOULD BE PROVIDED AS PRESCRIBED IN THE CITY OF CORCORAN ZONING CODE, SECTION 1050.010.8.0 PARTS 1 -11. - IRRIGATION SHALL BE PROVIDED BY OWNER AT ALL SODDED AREAS ADJACENT TO THE BUILDING. SEE MECHANICAL AND ELECTRICAL FOR STUB OUTS FROM THE BUILDING. PROVIDE CONDUIT AS NECESSARY UNDER PAVEMENTS AND SIDEWALKS TO GET TO EACH GREEN AREA SURROUNDING THE BUILDING. PLOTTED: 1:::� FILE NAME: 28.00 O b" Q ® O 66.751 e. l I it 4 �f14 >TyJ tYl t,l I S0. �.��d 41 p1 1 i't'S.• - r ] t } ? � ut EPR I I � I I i I I I I I I I :f /r I RO 'siL?+ kill, ��•/r,,rry`ir 'x L 6 ?•f • r r•r k r l n I .•J 3 t F } x. JY <r 1 v 7°. ° {t.•i "•�Yy $ ?• 41s .. ♦ ,. �, Y .�i ,+ l i 3 �j..,K�.��us { s i/, e Y!'�b �) 1 l ,J ^T is . .. .a'' T^ 1 t r .. .Y .. r SY•"Y,L G +$> \, }' t � r 1 t F 3 F;i } 1•f � f L,al1,jY�i:•Y -Vir 1+ J •p- h : t. J, J.V1•T'fY.rX i >,15,. .t'x,.,•'U:.Lna <.a. f •' . ' � fh {� rJ �' • . n r j � �rtr'i.iA" 1y ,•k S,:.. .!F .2 Z . 1 1. . 2 . �t'{ �� .iN,,"Y•�y(�,�}�.5.'^�i['�,f,� {,.a, E�f .l, , y:'Y•,''Yj -.iL k..YY} r.i i, ;r +•i•>r �' ;v *. >M ;..•� ���,r.' T •}x4'r }<Cy t,t ,r7 ,1 }... � .. ry <.. r.e, : � :• r 5:�:,T ^•� f!t^..,y( x J w..,�•yM1l ..'U •9K.S'a. �1'i, ,f,, ,S vSe.'L,r..!tL. C •) � .ra�,,.¢tcp> �A'} },h�i.�}1[. LJ'� �t.} y,:.i R; ,,. >.. t.. 1 .. �r�� 2 t i. J J'^Ct^ .,1Yf� Y?rrY�i l �. E! AlV., ¢�- .th.lr C:y, f , y: . g'Syi,r. �t�ts fi t,tq ; I °,e'�n .: ��•.x:" v' a?,, �y�,R �k . 1 1 :tC &h7, Y ft Y• X Ya / i yr a rr -•t f 1q� i;18 yY� ist- {ili- {'yt'q� / `) �„ .t�•'L;n"=f'�i .,�...va, •. >. }'i E1 •;,Y•'r } -Jjj,� e r , �+J' y �r })�, y •i W M $ L .`.r -JY 'ok]IJ rl h 1 Y %'1 L l3 ?tr j.4.y.T r i w �. �e:r N J t d . a h r J T Y1 Y' t �' 1 C�'{'1 !pl q .{t'L t ,,Y^t:�i•�V,,t-'>i�l`11i: �?( >f {;Y..; y %i L.X�,!;j. <+•J'r�;tt'l;r% .x .1 .7jryh.i j.{.Y" ' Yi r ,1-r }t '1R t � •r / ::} 11 �'" hY St r- Lyx ,LL, '!. -. V ; SY+'� t��:�,y;!.,yD�� �,Fr MAR �] �� � r t ff � •- t .., Y..J� {'z "•nJri L'�rs:t 't Y. ^.r '�bx'z�y- ����.�,STyY•yx'c..(7fi} 1'.. ry , :.' ,` rLif 1 ,.:Li .x n!,•r. ttq Yl,. ,,,•ss'�f aR.jF2�FiJCC,� L: 2 G �s ' �� <tr ,tf s <i,,ri1,'r•-'S 7,;ry� �L�h� }2 fGJ afw .) }t +l �'c , t.}" \ .. �.++,'xLk"'S r,Y�y �(i \ t���Y'1� Al L3�S�.ri'l,'Y�SJYi, M? 3.11:1 ' f• r :1,1>. .2. ��. YJ ��,ry4�% {!�1J�k.iA' Y pi., �' i• ' '},,y,(t' +:a, �: [•s •'iy �, r,{, s'Y ., �a�i' *Xti�Y) \ -{�'+} ?,•lr .6 w ? wt u i )1 •� +: ?Y '' .�� };�,��T'•!�" ' 4 "..4 ?��y'r�i'�, tY- ry'�.>.":�•�ti��'tt�j';AV��hq, ,s '. 1 "t'nY �-} �jr}}!f ��'1rLV.��1�. T.SrI - ^., j' 1tYYa.>?%'l�.•.ls;�,l,�P: �j,' /!L/ 1• l .F / 4 Sa ! YL'4'y�'i•�^ Y/ A��L`•nri Lt,Fy,• :� r �r !r � •' Y� Y'•d. S L'L t i� +./�'? 1 051 ]+lY'ryY.}l'� ':t �1 �r�l, i'J�f1�'L"tlt�2'J. J ::N ;;y°jr. Y.• :4Y1. }:..7t.. �• +s• �yi+ '.( 1 r }�" Jul Y{* >IJt. ^11.���2t�,L ..�r.t. y+c ,y1 :;r .?,LT15 il'liF, f «'t ''t. �af'`.j YSf; Crirfi Y11,•. ., ,2 {�,,tr9� ¢,� ;�, ir.'ki•� ^!s yry,. .+ . L,rfJ1 f A. JC'��J � r�:r,<;,Y y..�1; it.!•� '''o- !'. +y rr•. qr {y1 gA,�dJ }k'•.iL t� ^ :. �.:nrrX"5`a�'sY{ : r �.'44fy�., ��- t.rr /• ^'y,;: u,.1; 3' ' '�Ya.r, .1f ,,•A- `Jt1il3tX C!'ff 'y .. Lb n.�s u�} )! t� L�f �r ..,1.L.yzl. %,;,4 ,t•�t? 7•. _, - f.Vls;`3.��:r *�i?�3'wr+'ti;?'�'c ., \ U ' :I,r. :: yr: �:L .7Aa• }:ni �, � is 1 /.i q ,{, > .t }>< : - ....y'y�i.y S• �:i `• 1..L - i.} r�.tr:CY't•.S,t 'J ?f++�.,+b,�+'Y F,•. a C .Y ". . tt.r?4ge: X��fj(�'� ?;y :. {AyS k. • rr f•. t1• x. f., y) L '�i W.',,u.?C:Mft!•r ; .'• )rK �y,y' irfiiral' �,�• yr .•• " �+1.".. Lx. ?ik"x's'Y�y iy't''11it,':•�,iy�', H:r.•rt.,J` <ff sK?'S }1•�k'w � r h.�, :J•t.+- �',�„�'.F'yl;fl r4' i1 \:;: ,,z'+r+f:}•:�,e��c..• }:Y3:v'�sr ,! i-.sh,'�'F <.,R t,f, C+') CD CV ��' ,, s. B GFINISHEDFLOOR`: v }:atii':'L'`i a:Efrdc`d!f} ;n 4yY, <L "... w s'k••'1tibY. J ^. Y, r .t �ti'.r •. s f t \ ..;ft ASS > }n Yk it �J'1 r- a Y b }Y 3 1007.00 100.00 / r>-. - •rf•�A ::4! w. }}y't1nAl:t'�ili}>;'y'. a ( \ Yt'i,'j,.Jlh;!.:'t.#�,y O J - xn t y„r rJ' l.+r �$.3�=i '.i `,3,•f Jh t4J 1`y- .p•.;aE.L'i'ai d, ,t,Sy,,. >:, ` ' :, � ', J<ri�' k' -AW � Ya. 3f' %'tr YL', t I •t. C� Lx Rfl r {� {• „ 14,�a. wlr{!�+, �r:t r ::>,: i' �?#` at;:tr „��ntrt }:yj:: /Sr..:..�___ if f: 4•�dit(a p f S.tiA"•'F4r�i.Y Vie.. ^..ti'7x�•"Y�..n� ;'' °;iL � A d 1, + h,w'"�P,{'S^!•L h [:,r r +, r / ryrrp„ ,a�iFr. .yr?,..r;•; µJ{�C b %SASE �t4Yi.:- I -�r,y ,�;}.A•'Lj.3 a,t r • 1E, bb },4!tY :�'•il;JJi,: �,,,">";;{.!Y:s p 5�f� •<:.If � �y iy -•, carr' J,•',• ,.<�-�'„11v.LN�3�^DfXY)�.r}.5,. �': <!�r'tf� aa, }1 .:7' � �t J :Y��C ».xu {A: > {i "�A�?!'+t'.�••` \�Y`y Y�`',1ir_.__ d .f 7�e t^�y �b1�S�ytttt''Y�.: �,��LT. L'i'! a�',{'r �'tr :: .i"r "1"ya. )'J":tf' �:i�'JYd: }. ✓ � � /I�CF•,,(:: �' 'N 1r9 •p, rsr4t.:.t,3.i•S�i•L�.:b.i: ,. ,;r.�t?txgJ r�;.}frj S�'',>L .,1., 4 fs :yr S X . 4ygy ,L}'. t�,'�t }�Y..:. 2 yYL� },r•ty ,i1 M;k;:: _ ty f 4 3 • ��'i'..�X"'J 1 h'j},'tri x /L.(,.i Ti 1 y�t r� 16 . L,y f��3�tiYt', L.F {,t.. ?5tx Y,.lr�t { a1 �t fYYr lJ y 4!•x �' 4 Fr"1 f:, b7 7Z'1 . .tsrxY,s'�t Y%x:i�s` ;S. 1 tiL" Sx > }+`a2o rSrr yf Z15j=rFj r h1 L�,`�.LV Pt ya" Y ;{" t�• ? i !L•.'.� .k. bT Y! f } t+§ .j . fl' i� { t J \ w w 0 ,'t L�1 ��yy,,t�"'+ {,h'1' L�Af✓1s{• r , `' td 1�� NC'j i �a5t�ji..t i`d: . Ji'Y t fy.F`/- - d 4T t'j {` y. i 2d�F. P¢S•�bjE*�•b.1 • \� 1r il.�}i�1Y ?•},��+�;'Li3e .,1. Y:ii %.A..•a y..., f. •„ $ �!, GY't t:: ,',+. .a[M,.fV{ i;S.K ,l ..t�•�h'C'?.ihw R' 11 ?�Y :: fyya4 l;�!;„fi V;�r.f'}'...Yr7 ,!Y { r!C ,L�'.ity�ty {. 1 :. ��r /t X�USUSl. �']1t�SY. :I.: '/YLk ,LY F ,t- .}t'hi •t �Yy,'���},: _tT C >✓iE .i,..Y itJ ;flt. ft t' Y ,y'Y Y Ms+Y't'�' -: y,h ^'.r � i .S i k'vf'iX A.:�N. J:' >i lS�t�'t ✓ N :.: F'i•j: fr l•l �Y.i:C �jy,•tl �,? l if 1.3.L.v.Y,r`YMR• • :}!Sl :.try= .:iy�44'•'.;ivJJh �J)9A Y`1 f f it!: 1 YA =.1,' : t r t•+ . +. 3 ; Lbf'L.'�L, CY6%y'rib' �,'):Xlrb T. i t t t �yi lb 4r Y:0.'Yf'.'FY.,rI�! } >•hy }Lr� ff•+.,ht �1 :�yi�wjj- 'T�''CCrr.F wI:.:s� �<. ]!ss- ar{ }M1tic; ^: •Yt,,y.;';rhi!xaira�Ff7n ;; jyYjlY' LS,,.:{�.i',:{.[4-- . ��1{'�'�by q{,i t }SJ;u' '1`,i,',ht •t!.. fljyK,!S�'X.L�i"L,2.r r} s. t,p, 1, , } t1.; � I :+�+, Ay�;y {.}�'y3i. iY�i^�S, 1' y+ �Y). S '; .�, r ,,:..4n'i'i;p •. �' }:jm rix:�.'.c�lay:��Yf's •r�r�F��'i''y �'" +. ..�Ltl3`a\iC GF P? i. -Y� i''4 x,i• 1':: >nl.n jL� �,- 'r')_'.rirY: 04,> �tt' }F T•r�J ,.. r�s ,, f',' {4;= rrb,wl � y�:ry �, . ..;�,r tY ,. �, Yf Yy: -. ; iJ <' � r r+ . h''rfj %���' +1� h} i -.. .�q';�'ty`•C9 '4� _ �^' x�5 f;� �tw,. 1•i I I O l 72 10.00 t 13z I- w �zU , O TO o5 } z0� ` mw 0> NO CONCRETE CURB [Y�wLJ LLJ I o OF EDGE OF ASPHALT PAVING o w -Om(n< !- o REVISIONS: CURB 5 4 yT 83.50 19.00 TO END OF CURB r 1 r.' o I ' -- - - - - -I cs .. �' 49.00 � i•'rrtil< l 2 l I FUEL ISLAND LOCATION ! °` a C �_ 2 I -BY OWNER Y" r* / I r / f 4 I �3. 1. A f 00 JSS1Fr"' 1piic S_ Y d h . 1. { Y 3: t .f. I •..1 4 t• . t , f . . i.. Y- f S. •r� I l o i 6 h., 4. r e J v Y. . Y ; 8 ty �v r {ai?r sX• w �t�ri: ?y1��i �bY; A t ' Y: { �� , , l i },>t • :y }I{• {. s, , � Sv +..r.A a J',r b` ;,�f7d ts,rvt ,ibJfrt; L.!�•; %i .kc "1 }� t : f� v� y : >,i.,r..lkFS e > 1, s ��!;'fi?i•= Jfrt -`' \ � '.. e�trty�i •�'� %,'.by'�:'� ?s.7tiiJ ?t'�x i""fa xo err�i' btit 1S3::a:'ia L4,/, ,1' i 5 ^v s MA s� "4�,f h� }F`byr] LrO rti i i I W cs 1 20.00 0 ' M 2 4 60 I I I I }� 0.p�JJj t5 rt >t t3 it 4 �f14 >TyJ tYl t,l I S0. �.��d 41 p1 1 i't'S.• - r ] t } ? � ut t \ I I � I I i I I I I I I I :f /r I RO 'siL?+ kill, ��•/r,,rry`ir 'x L 6 ?•f • r r•r k r l n I .•J 3 t F } x. JY <r 1 v 7°. ° {t.•i "•�Yy $ ?• 41s .. ♦ ,. �, Y .�i ,+ l i 3 �j..,K�.��us { s i/, e Y!'�b �) 1 l ,J ^T is . .. .a'' T^ 1 t r .. .Y .. r SY•"Y,L G +$> \, }' t }'J�l.f 3 F;i } 1•f � f L,al1,jY�i:•Y -Vir 1+ J •p- \ )i'i' •��;'][a4.1, i• \ i'�.Vj:l�Y.i'•l>•,pty,Y,4,, ,LC'., , : t. J, J.V1•T'fY.rX i >,15,. .t'x,.,•'U:.Lna <.a. f •' . ' � fh {� rJ �' • . n r j � �rtr'i.iA" 1y ,•k S,:.. .!F .2 Z . 1 1. . 2 . �t'{ �� .iN,,"Y•�y(�,�}�.5.'^�i['�,f,� {,.a, E�f .l, , y:'Y•,''Yj -.iL k..YY} r.i i, ;r +•i•>r �' ;v *. >M ;..•� ���,r.' T •}x4'r }<Cy t,t ,r7 ,1 }... � .. ry <.. r.e, : � :• r 5:�:,T ^•� f!t^..,y( x J w..,�•yM1l ..'U •9K.S'a. �1'i, ,f,, ,S vSe.'L,r..!tL. C •) � .ra�,,.¢tcp> �A'} },h�i.�}1[. LJ'� �t.} y,:.i R; ,,. >.. t.. 1 .. �r�� 2 t i. J J'^Ct^ .,1Yf� Y?rrY�i l �. E! AlV., ¢�- .th.lr C:y, f , y: . g'Syi,r. �t�ts fi t,tq ; I °,e'�n .: ��•.x:" v' a?,, �y�,R �k . 1 1 :tC &h7, Y ft Y• X Ya / i yr a rr -•t f 1q� i;18 yY� ist- {ili- {'yt'q� / `) �„ .t�•'L;n"=f'�i .,�...va, •. >. }'i E1 •;,Y•'r } -Jjj,� e r , �+J' y �r })�, y •i W M $ L .`.r -JY 'ok]IJ rl h 1 Y %'1 L l3 ?tr j.4.y.T r i w �. �e:r N Y 1 C�'{'1 !pl q .{t'L t ,,Y^t:�i•�V,,t-'>i�l`11i: �?( >f {;Y..; y %i L.X�,!;j. <+•J'r�;tt'l;r% .x .1 .7jryh.i j.{.Y" ' Yi r ,1-r }t '1R t � •r / ::} 11 �'" hY St r- Lyx ,LL, '!. -. V ; SY+'� t��:�,y;!.,yD�� �,Fr I'v J>'��•J.'Sr > 4 •'L' �] �� � r t ff � •- t .., Y..J� {'z "•nJri L'�rs:t 't Y. ^.r '�bx'z�y- ����.�,STyY•yx'c..(7fi} 1'.. ry , :.' ,` rLif 1 ,.:Li .x n!,•r. ttq Yl,. ,,,•ss'�f aR.jF2�FiJCC,� L: G �s ' �� <tr ,tf s <i,,ri1,'r•-'S 7,;ry� �L�h� }2 fGJ afw .) }t +l �'c , t.}" \ .. �.++,'xLk"'S r,Y�y �(i \ t���Y'1� Al L3�S�.ri'l,'Y�SJYi, M? 3.11:1 ' f• r :1,1>. .2. ��. YJ ��,ry4�% {!�1J�k.iA' Y pi., �' i• ' '},,y,(t' +:a, �: [•s •'iy �, r,{, s'Y ., �a�i' *Xti�Y) \ -{�'+} ?,•lr .6 w ? wt u i )1 •� +: ?Y '' "..4 ?��y'r�i'�, tY- ry'�.>.":�•�ti��'tt�j';AV��hq, ,s '. 1 "t'nY �-} �jr}}!f ��'1rLV.��1�. T.SrI - ^., j' 1tYYa.>?%'l�.•.ls;�,l,�P: �j,' /!L/ 1• l .F / 4 Sa ! YL'4'y�'i•�^ Y/ A��L`•nri Lt,Fy,• :� r �r !r � •' Y� Y'•d. S L'L t i� +./�'? 1 051 ]+lY'ryY.}l'� ':t �1 �r�l, i'J�f1�'L"tlt�2'J. J ::N ;;y°jr. Y.• :4Y1. }:..7t.. �• +s• �yi+ '.( 1 r }�" Jul Y{* >IJt. ^11.���2t�,L ..�r.t. y+c ,y1 :;r .?,LT15 il'liF, f «'t ''t. �af'`.j YSf; Crirfi Y11,•. ., ,2 {�,,tr9� ¢,� ;�, ir.'ki•� ^!s yry,. .+ . L,rfJ1 f A. JC'��J � r�:r,<;,Y y..�1; it.!•� '''o- !'. +y rr•. qr {y1 gA,�dJ }k'•.iL t� ^ :. �.:nrrX"5`a�'sY{ : r �.'44fy�., ��- t.rr /• ^'y,;: u,.1; 3' ' '�Ya.r, .1f ,,•A- `Jt1il3tX C!'ff 'y .. Lb n.�s u�} )! t� L�f �r ..,1.L.yzl. %,;,4 ,t•�t? 7•. _, ;°c'L. e•,r.,s't.is s: v.A}�s,i: a�e; ^ .r `• J `.L I.E�:�:'Yl' f.Vls;`3.��:r *�i?�3'wr+'ti;?'�'c ., \ U ' :I,r. :: yr: �:L .7Aa• }:ni �, � is 1 /.i q ,{, > .t }>< : - ....y'y�i.y S• �:i `• 1..L - i.} r�.tr:CY't•.S,t 'J ?f++�.,+b,�+'Y F,•. a C .Y ". . tt.r?4ge: X��fj(�'� ?;y :. {AyS Yl/. t.'% ;� }\ Nryb�)y; .1• �f.4 &4 Lfk. + ` l .��''1. Lvr }t l.}'a'r Wxp, t,,r..r d -ii.:, t1• x. f., y) L '�i W.',,u.?C:Mft!•r ; .'• )rK �y,y' irfiiral' �,�• yr .•• " �+1.".. Lx. ?ik"x's'Y�y iy't''11it,':•�,iy�', H:r.•rt.,J` <ff sK?'S }1•�k'w � r h.�, :J•t.+- �',�„�'.F'yl;fl r4' i1 \:;: ,,z'+r+f:}•:�,e��c..• }:Y3:v'�sr ,! i-.sh,'�'F <.,R t,f, C+') CD CV ��' ,, s. B GFINISHEDFLOOR`: v }:atii':'L'`i a:Efrdc`d!f} ;n 4yY, <L "... w s'k••'1tibY. J ^. Y, r .t �ti'.r •. s f t \ ..;ft ASS > }n Yk it �J'1 r- a Y b }Y 3 1007.00 100.00 / r>-. - •rf•�A ::4! w. }}y't1nAl:t'�ili}>;'y'. a ( \ Yt'i,'j,.Jlh;!.:'t.#�,y O J - xn t y„r rJ' l.+r �$.3�=i '.i `,3,•f Jh t4J 1`y- .p•.;aE.L'i'ai d, ,t,Sy,,. >:, ` ' :, � ', J<ri�' k' -AW � Ya. 3f' %'tr YL', t I tr r : -[ rLr� '. JS, Iy� ;l+,tL.�ix`ti,S }pjayV�t�fr49?t�yh t r},. Rfl r {� {• „ 14,�a. wlr{!�+, �r:t r ::>,: i' �?#` at;:tr „��ntrt }:yj:: /Sr..:..�___ if f: 4•�dit(a p f S.tiA"•'F4r�i.Y Vie.. ^..ti'7x�•"Y�..n� ;'' °;iL � A d 1, + h,w'"�P,{'S^!•L h [:,r r +, r / ryrrp„ ,a�iFr. .yr?,..r;•; µJ{�C b %SASE �t4Yi.:- I -�r,y ,�;}.A•'Lj.3 a,t r • 1E, bb },4!tY :�'•il;JJi,: �,,,">";;{.!Y:s p 5�f� •<:.If � �y iy -•, carr' J,•',• ,.<�-�'„11v.LN�3�^DfXY)�.r}.5,. �': <!�r'tf� aa, }1 .:7' � �t J :Y��C ».xu {A: > {i "�A�?!'+t'.�••` \�Y`y Y�`',1ir_.__ d .f 7�e t^�y �b1�S�ytttt''Y�.: �,��LT. L'i'! a�',{'r �'tr :: .i"r "1"ya. )'J":tf' �:i�'JYd: }. ✓ � � /I�CF•,,(:: �' 'N 1r9 •p, rsr4t.:.t,3.i•S�i•L�.:b.i: ,. ,;r.�t?txgJ r�;.}frj S�'',>L .,1., 4 fs :yr S X . 4ygy ,L}'. t�,'�t }�Y..:. 2 yYL� },r•ty ,i1 M;k;:: _ ty f 4 3 • ��'i'..�X"'J 1 h'j},'tri x /L.(,.i Ti 1 y�t r� 16 . L,y f��3�tiYt', L.F {,t.. ?5tx Y,.lr�t { a1 �t fYYr lJ y 4!•x �' 4 Fr"1 f:, b7 7Z'1 . .tsrxY,s'�t Y%x:i�s` ;S. 1 tiL" Sx > }+`a2o rSrr yf Z15j=rFj r h1 L�,`�.LV Pt ya" Y ;{" t�• ? i !L•.'.� .k. bT Y! f } t+§ .j . fl' i� { t J \ w w 0 ,'t L�1 ��yy,,t�"'+ {,h'1' L�Af✓1s{• r , `' td 1�� NC'j i �a5t�ji..t i`d: . Ji'Y t fy.F`/- - d 4T t'j {` y. i 2d�F. P¢S•�bjE*�•b.1 • \� 1r il.�}i�1Y ?•},��+�;'Li3e .,1. Y:ii %.A..•a y..., f. •„ $ �!, GY't t:: ,',+. .a[M,.fV{ i;S.K ,l ..t�•�h'C'?.ihw R' 11 ?�Y :: fyya4 l;�!;„fi V;�r.f'}'...Yr7 ,!Y { r!C ,L�'.ity�ty {. 1 :. ��r /t X�USUSl. �']1t�SY. :I.: '/YLk ,LY F ,t- .}t'hi •t �Yy,'���},: _tT C >✓iE .i,..Y itJ ;flt. ft t' Y ,y'Y Y Ms+Y't'�' -: y,h ^'.r � i .S i k'vf'iX A.:�N. J:' >i lS�t�'t ✓ N :.: F'i•j: fr l•l �Y.i:C �jy,•tl �,? l if 1.3.L.v.Y,r`YMR• • :}!Sl :.try= .:iy�44'•'.;ivJJh �J)9A Y`1 f f it!: 1 YA =.1,' : t r t•+ . +. 3 ; Lbf'L.'�L, CY6%y'rib' �,'):Xlrb T. i t t t �yi lb �.(�JSfi- w m;[! �) (�T %�,R���fvl.).7;'•`t:14.(IJ,: } Y:0.'Yf'.'FY.,rI�! } >•hy }Lr� ff•+.,ht �1 :�yi�wjj- 'T�''CCrr.F wI:.:s� �<. ]!ss- ar{ }M1tic; ^: •Yt,,y.;';rhi!xaira�Ff7n ;; jyYjlY' LS,,.:{�.i',:{.[4-- . ��1{'�'�by q{,i t }SJ;u' '1`,i,',ht •t!.. fljyK,!S�'X.L�i"L,2.r r} s. t,p, 1, , } t1.; � I :+�+, Ay�;y {.}�'y3i. iY�i^�S, 1' y+ �Y). S '; .�, r ,,:..4n'i'i;p •. �' }:jm rix:�.'.c�lay:��Yf's •r�r�F��'i''y �'" +. ..�Ltl3`a\iC GF P? i. -Y� i''4 x,i• 1':: >nl.n jL� �,- 'r')_'.rirY: 04,> �tt' }F T•r�J ,.. r�s ,, f',' {4;= rrb,wl � y�:ry �, . ..;�,r tY ,. �, Yf Yy: -. ; iJ <' � r r+ . h''rfj %���' +1� h} i -.. .�q';�'ty`•C9 '4� _ �^' x�5 f;� �tw,. 1•i I I O l 14-A 2 M • . • , • fn 0 0 N 57.25 CLASS V PAVING UNDER COLD STORAGE 44.00 0 O i SITE PLAN I L1 p `1 \I` t 0 0 m CS 2 cs 2 m� zl 0 FAS 2 Cn O I I I I I I I WP 2 I I I I 25.00 I I WP 2 I N Ib� I II i I I � I I I I II � I I � I I � I I i I I I I I I I J I RO W 6 I � < < < J p O w ll�_ J `) r� v I W I M w w N (n ' ' r- Z ° U :�E Z O�i I 56.96 • e- 0 �I� J 4 U ^Z) ! .. o 1..L 14 7F .•• " • • • • . ©•`•`W`'. C+') CD CV 72.00 U Q 40.00 ap T O J o Q a 1E, bb . . z - -------------------- b ` YEW R w w 0 . . 20.0 3 76.00 34 QW w 2 .... ..` L------------------------------------------- - - - - -� = =Q I LL �o ELI l 72 10.00 13z I- w �zU , O TO o5 } z0� ` mw 0> NO CONCRETE CURB [Y�wLJ LLJ o OF EDGE OF ASPHALT PAVING o w -Om(n< CD o REVISIONS: CURB 83.50 TO END OF CURB o ' -- - - - - -I .. �' l I FUEL ISLAND LOCATION ! °` a C �_ 2 I -BY OWNER I W Q I-� I - - - - -I RO z °o - - - - -- -� - - -- -T- _ -- - - -- / -- / / 1 z� 0 / I SALT ANDS D BUILDING / -RELOCATIOI I BY OWNER I I NS I I 2 I I ----- - - - - -- / / I 20125 i SITE PLAN I L1 p `1 \I` t 0 0 m CS 2 cs 2 m� zl 0 FAS 2 Cn O I I I I I I I WP 2 I I I I 25.00 i I I I I I I I 111 20' i I I L 5.00 1 'i vi H U W G� W W 0 I I WP 2 I N Ib� I II i I I � I I I I II � I I � I I � I I i I I I I I I I J I RO W 6 I � i I I I I I I I 111 20' i I I L 5.00 1 'i vi H U W G� W W 0 oE n o Y C.! O 0 a 3 � 3 oc Q� 0 ate, a, Z O H F- v Z J I� W Q < < < J Z O w ll�_ J `) r� v I W I M w w 00 r (n o z O � r- oE n o Y C.! O 0 a 3 � 3 oc Q� 0 ate, a, Z Q I� J O V U Q de L , ^ v / O � Z U :�E Z O�i 0 J U ^Z) O 1..L CV C+') CD CV U Q U Q ap T O J Q z , w w 0 L Q 0 I =WUQU QW w = =Q LL �o ELI W H-QpQw 13z I- w �zU o5 } z0� mw 0> [Y�wLJ LLJ o w -Om(n< CD o REVISIONS: SI - -T NAV- SITE PLAN A0.1 SITE PLAN NOTES GENERAL NOTES: - ALL CURB DIMENSIONS ARE TO FACE OF CURB. ALL SIDEWALK AND LANDSCAPE AREAS ARE DIMENSIONED TO BACK OF CURB. - BUILDING DIMENSIONS ARE SHOWN FROM FACE OF EXTERIOR FINISHES - VERIFY WITH BUILDING FLOOR PLANS - SEE CIVIL FOR ELEVATIONS, PAVING INFO & UTILITY WORK - PROVIDE NEW SOD AT AREAS NOTED. ALL OTHER AREAS TO BE RESTORED AND SEEDED. SEE CIVIL FOR ADDITIONAL INFORMATION. -SEE LANDSCAPE SCHEDULE FOR TREE AND SHRUB TYPES 1] CONCRETE CURB AND GUTTER - SEE CIVIL FOR CURB SECTION DETAIL NOTES AND ELEVATIONS F-2] ASPHALT DRIVE LANE OR PARKING LOT. SEE CIVIL FOR PAVING DETAILS 03 CLASS V PAVING ® CONCRETE PAVING - SIDEWALK OR PAVING STRIP BETWEEN STOOPS AND /OR APRONS - SEE SITE PLAN FOR SPECIFIC CONDITIONS - SEE ARCHITECTURAL FLOOR PLANS AND STRUCTURAL FOUNDATION PLANS FOR APRONS AND STOOPS F-51 ROCK MULCH ON HEAVY DUTY LANDSCAPE FABRIC. PROVIDE HEAVY DUTY METAL EDGING WERE LOCATED AT A SODDED AREA, SEE SPECIFICATIONS FOR ROCK MULCH INFORMATION. © PROVIDE SOD AT AREAS SHOWN. ❑7 CONCRETE TRANSFORMER PAD - VERIFY SIZE WITH UTILITY ® PARKING STRIPING - INCLUDING ADA SYMBOL AND VAN AISLE STRIPING F-9] ADA CURB CUT WITH CAST IRON TRUNCATED DOME PAVERS 10 HANDICAP PARKING SPACE SIGNAGE 11 84" TALL CHAIN LINK FENCE WITH MANUALLY OPERATED SLIDING GATE. OWNER TO PROVIDE LOCKING /SECURITY AT GATE. Fl-21 EDGE OF ASPHALT PAVING 13 ROCK FACE CONCRETE BLOCK DUMPSTER ENCLOSURE WITH CHAIN LINK FENCE SWINGING GATES. PROVIDE OPAQUE SLATS IN CHAIN LINK FENCE FOR SCREENING PURPOSES 'I I, I, I, I, II \I ij I, � II ENLARGED SITE PLAN OFFICE AREA 1" = 10' PROVIDE ROCK MULCH ON LANDSCAPING FABRIC AT BOTH ROCK MULCH AREAS - PROVIDE METAL EDGING BETWEEN PLANTING STRIP AND BUFFER STRIP EXTERIOR SIDEWALK ON SAND PLANTING AS SCHEDULED __\ 1 7-- CUSHION 14 UNDERGROUND STORAGE TANK - SEE CIVIL AND MECHANICAL FOR ADDITIONAL INFORMATION METAL EDGING BETWEEN PLANTING STRIP AND SODDED AREA 15 WELL HEAD . WELL BY OTHERS. SEE CIVIL FOR SERVICE CONNECTION TO BUILDING. 16 IRRIGATION CONDUIT. PROVIDE CONDUIT AS PART OF CONSTRUCTION CONTRACT. OWNER TO PROVIDE IRRIGATION DESIGN AND INSTALLATION. VERIFY LOCATION OF CONDUITS WITH ARCHITECT AND OWNER. PROVIDE A CONDUIT /SLEEVE UNDER ALL PAVEMENTS FROM GREEN SPACE TO GREEN SPACE AROUND THE ENTIRE FACILITY. VERIFY LOCATION OF STUB OUT OF BUILDING ON MECHANICAL AND ELECTRICAL. PLOTTED: ® FILE NAME: I L--J I Ir 6' -0" TO BLDG. PLANTING BED SECTION OFFICE AREA BALLED AND BURLAPPED STOCK MULCH CONTAINER STOCK PLANTING SECTIONS TYPICAL TREE AND SHRUB 1' 0" ADA SIGN ELEVATION AT CURB 1" =10' WING PIT ACKFILL SOIL IN PLANTING PIT UNDISTURBED SOIL 12 "x18" 080 ALUMINUM SIGN w/ IDENTIFICATION SYMBOL & LETTERING AS REQ'D. BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS. 2 11x2 11x.188 STEEL TUBE WITH WELDED WATERTIGHT CAP -FILL w/ CONC. & PAINT. TOP OF CURB NOTE; ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT STATE & LOCAL REGULATIONS. NO SCALE 1/2" =1'-0" z z 0 H v_ .. � o �o J a W o� cn J 0 z Q a 3 z 0 w H oc J >" V W 14 W W 0° w o 0 z 0 z W :�E z z 0 H v_ z J W J 0 z Q J z 0 w H r ^ J `n V W 14 W W 0° w o z 0 z Q � J 0 o U Q de LL 1 0 z U cx :�E LL z 0 3 J u V m Oe — Z) U 0 CL u CV cy') o CV U Q U Q r 0: T O Q z w m z U w [l w C S H- rQL�H- ��p�U T_ T < �pLLI �< �3:z I— W z (n U� O0 �w00 m zz' w J L =):2 LLJ o om )< cn Q o cAf REVISIONS: SHEET NAME: ENLARGED SITE PLAN AND DETAI LS SHEET NO A0.2 4.5 0 0 m 0 rn 4 0 A4.1 O M v O D C.4 C.7 a 1 A4.1 3 A4.1 ./ J. 25' -2" 25' -0" 24' -4" 25' -0" 25' -2" A I I iF r moo ,loo I I I m CV c� v I I 8" 113 3'-4" 0 60'-0" VEHICLE PARKING 112 8" I I D.9 8" r I 0 4' -0" z O H I O Z 60'-0" VEHICLE PARKING 112 8" I I D.9 8" r I 0 4' -0" z O H I O Z J � I Q O J Ov Q J M O w H r ^ v v V W r, W M °r° I QF C? Z O �z �n Z VCie 0 0 LL 0 O Q 0 Cp 0 40,_4" 4 0 4 0 A4.1 CO IMECFWANDWATER 11 M - e � � - -� 8' -0" 4'0" - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - - - - -- - C D E OOM j'ROOM I _ - -- -------------- - - - - -- --------------- - - - - -- - - - - - - - - - - ----------- - - - --� 154" A 3' -4" i o 47' -0" i 3' -4" 2' -8" 6' -0" 64" 34" 64" 16-O" 5' O" T -4 C - - -- ------ - - - - -- L - - - - ---------------- ap D3 11-01, A 1086 �000, loop 1106 �Wo 11 109 } 1 LANDING -_ 19 RED 1 " 6' � 2 Al2 � � J11, ----------------------------------- - - - - -- -- - - - - -, A I B PARTS AND TOOL B o WO EN'S MEN' STORAGE 0 0 7'-4" OOM E B 09 107 106 15' -4" -4`° >\ MU ROO - 5 A I E B A H AREA E'° 9 ° I I FIN. LOOK VEHICLE I 100' 0" e°e Es B E 105 e — J MAINTENANCE 0 u i VEHICLE o 108 i WASH BAY _-� -- -- - -- o I I I I FIN. FLOOR i 110 0 MPLOY .(� I I I i 100' -0" i z ® I I ® I 2 -------------------------------------- - - - - -- - - - - - - - A4.1 104 MULTI - PURPOSE I I PEI FIN. FLOOR AREA I NI I� I I / p 103 i � El � � I I J. b 10' -0" -- - - - -� E A I - I 5 0 I I 5' -0" 91" 34" /m, 102 ENTRY o HALL F-_ - 1 OFFICE FIN. FLOOR - - - - - - - - - - - - - 102 5' -0" 3'_4" ENTRY i 1' -8" 0 VESTIBULE G I 100 i 31_411 51_811 I I I r, I - - - - - - - - - - - - - - - - - - - - - - 16' -0" 6' -0" 16' -0" 10' -0" 64" 4' -0" 9' -0" 16' -0" 6' -0" 25' -0" 72' -0" 32' -0" 3 O 0 0 F O O A4.1 A4.1 PLOTTED: ® FILE NAME: O --o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I N I o� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4.5 2 0 MAIN LEVEL FLOOR PLAN 1/$" = 1' -0" n vi H U W /,x U W W 0 4' -0" z O H v Z J � W Q O J Ov Q J o O w H r ^ v v V W r, W M °r° C? Z O �z �n Z VCie 0 CO IMECFWANDWATER 11 M - e � � - -� 8' -0" 4'0" - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - - - - -- - C D E OOM j'ROOM I _ - -- -------------- - - - - -- --------------- - - - - -- - - - - - - - - - - ----------- - - - --� 154" A 3' -4" i o 47' -0" i 3' -4" 2' -8" 6' -0" 64" 34" 64" 16-O" 5' O" T -4 C - - -- ------ - - - - -- L - - - - ---------------- ap D3 11-01, A 1086 �000, loop 1106 �Wo 11 109 } 1 LANDING -_ 19 RED 1 " 6' � 2 Al2 � � J11, ----------------------------------- - - - - -- -- - - - - -, A I B PARTS AND TOOL B o WO EN'S MEN' STORAGE 0 0 7'-4" OOM E B 09 107 106 15' -4" -4`° >\ MU ROO - 5 A I E B A H AREA E'° 9 ° I I FIN. LOOK VEHICLE I 100' 0" e°e Es B E 105 e — J MAINTENANCE 0 u i VEHICLE o 108 i WASH BAY _-� -- -- - -- o I I I I FIN. FLOOR i 110 0 MPLOY .(� I I I i 100' -0" i z ® I I ® I 2 -------------------------------------- - - - - -- - - - - - - - A4.1 104 MULTI - PURPOSE I I PEI FIN. FLOOR AREA I NI I� I I / p 103 i � El � � I I J. b 10' -0" -- - - - -� E A I - I 5 0 I I 5' -0" 91" 34" /m, 102 ENTRY o HALL F-_ - 1 OFFICE FIN. FLOOR - - - - - - - - - - - - - 102 5' -0" 3'_4" ENTRY i 1' -8" 0 VESTIBULE G I 100 i 31_411 51_811 I I I r, I - - - - - - - - - - - - - - - - - - - - - - 16' -0" 6' -0" 16' -0" 10' -0" 64" 4' -0" 9' -0" 16' -0" 6' -0" 25' -0" 72' -0" 32' -0" 3 O 0 0 F O O A4.1 A4.1 PLOTTED: ® FILE NAME: O --o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I N I o� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4.5 2 0 MAIN LEVEL FLOOR PLAN 1/$" = 1' -0" n vi H U W /,x U W W 0 o � �n o �n U U CA Y a� c o, u. Z z O H v Z J W Q J Ov Q J z O w H r ^ J `n V W r, W W °r° Z O �z o � �n o �n U U CA Y a� c o, u. Z Q � J Ov Q /V de LL O �z Z VCie LL Z O Q U O w J � V Z W V 0 OU a_ � u c� N o CV U z Q U z Q r cp O J i Q z m m m 0 U W 0 U w Z W Y U LLJ Q S W -Ld U LoLw �QoQw z F U��z6 �Z�OLd In W0�J WU��D o Q I O -omU) 0 a o w REVISIONS: NAME: =LOOR PLAN MAIN LEVEL Al .l T 5 PRE - ENGINEERED ROOF AND BUILDING STRUCTURE T.O. OPEN END EL. 1141" METAL PANEL BY PRE - ENGINEERED BUILDING PROVIDER 4.5 TPRCAST PRE - FINISHED METAL CAP CONCRETE WALL PANEL ____\ ALTERNATE T.O. EIFS /BLOCK EL. 1264" T.O. PRECAST EL. 1261" T.O. PRECAST EIFS ON CONCRETE BLOCK WALL STRUCTURE PRE - FINISHED ALUMINUM WINDOW WITH INSULATED GLASS PER SCHEDULE T.O. EIFS PARAPET EL. 1134" PRE - FINISHED ALUMINUM ENTRIES W/ INSULATED GLAZING AS SCHEDULED 1' LL I I BURNISHED BLOCK SILL EIFS SOFFIT AT NTRY CANOPY PRE - FINISHED METAL ROOF SCREEN 4 A4.1 PRE FINISHED METAL ROOF SCREEN EIFS ON CONCRETE BLOCK WALL STRUCTURE 3 STEEL PARAPET STAIR - PAINT ROOF TOP UNIT #1 7 PRE - FINISHED METAL CAP ---1 '( A4.1 2 Y T.O. PRECAST L. 129' -4" T.O. EIFS /BLOCK EL. 1261" _ LINEAR LIGHT FIXTURE FOR SIGNAGE IJIGHTING PF E- FINISHED 16" TALL ALUMINUM LE FTERING T.O. EIFS PARAPET EL. 113'-411 12" TALL PRE - FINISHED ALUM NUMBERING FOR BUILDING ADDRESS - CONFIRM BUILDING ADDRESS WITH OWNER EIFS ON CONCRETE BLOCK WALL STRUCTURE A B C 1 ROOF TOP UNI #1 A4.1 T.O. PRECAST PRF- FINISHED METAL CAP EL. 129'-4" PRE - FINISHED METAL CAP PRECAST CONCRETE WALL PANEL BURNISHED BLOCK SILL PRE - FINISHED ALUMINUM AND GLASS OVERHEAD DOOR W/ CONCRETE FILLED STEEL PIPE BOLLARDS AT EITHER SIDE OF PRE- F NISHED ALUMINUM WINDOW WITH OPENING INSU TED GLASS PER SCHEDULE HOLLOW METAL DOOR AND FRAME -PAINT CONCRETE FILLED STEEL PIPE BOLLARD -PAINT D 3 A, PRE-FINISHEI METAL ROOF SCREEN T.O. PRECAST (I EL. 1294 NORTH ELEVATION EIFS JOINT PRE - FINISHED ALUMINUM WINDOW WITH INSULATED GLASS PER SCHEDULE E UF PRE-FINISHED METAL ROOF SCREEN T.O. PRECAST PRE-FINIS, ED METAL CAP EL. 126'-8" / T.O. EIFS /BLOCK EL. 125'-4" PRECAST CONCRETE WALL PANEL HOLLOW METAL DOOR AND FRAME PRE - FINISHED ALUMINUM NO GLASS OVERHEAD OOR W/ -PAINT CONCRETE FILLED STEEL PIPE BOLLARDS AT EITHE SIDE OF CONCRETE FILLED STEEL PIPE BOLLARD OPENING -PAINT WEST ELEVATION PRE - FINISHED METAL CAP T.O. BLOCK EL. 12" ROCK FACE CONCRETE BLOCK DUMPSTER ENCLOSURE 1/8" = 1' -0" 1/8" = 14" PRECAST COP PLOTTED: ® FILE NAME: SOUTH ELEVATION CONCRETE COLUMN PROTECTOR -Q� IOF AND BUILDING .7 E- ENGINEERED EAST ELEVATION METAL BUILDING IS ALTERNATE #1 )OF AND BUILDING E- ENGINEERED 1/81, = 1' -0" 1/8" 1' -0" Q O H F- v � o � J �n o `n U u U Y <W < o a Z O V r ^ J `n V_ LL\u / r_, � �kr) LLJ A W �a o z O �2 W 0 Z O H F- v Z J Q <W < Q J Z O w r ^ J `n V_ LL\u / r_, � LLJ LLJ 0° w o z O �2 Z J Ov V Q LL O �2 z Cie V < LL Z O Q U O � J V z u U - D 0 V O a_ u N N o N U z ¢ U z ¢ r cp O J i ry- ¢ z m z u - r m } m � W 0 U w Z w Y U a a_ Q D L) L) S U �ILL] LjQW U Q Lj �QwpQw ��Z � U��Z0 �Z�OLd Ld In LLJ CC�W�J Ld r o Q 0 =O�� _omU) 0 Q o REVISIONS: SHEET NAME: EXTERIOR ELEVATIONS w E=l CITY OF CORCOWN - I f . I I - NORTH ELEVATION z o u �4 z CY ::E ILL f WEST EOATION 0 < of 0 0 CL --WW,*C P(M MWAM u SOUTH ELEVATION 7 7, EXTERIOR ELEVATIONS EAST ELEVATION A3.1 cou Lu NORTH ELEVATION z o u �4 z CY ::E ILL f WEST EOATION 0 < of 0 0 CL --WW,*C P(M MWAM u SOUTH ELEVATION 7 7, EXTERIOR ELEVATIONS EAST ELEVATION A3.1 0.0 0.1 0.1 0.2 0.2 0.3 +63 0.4 .4 0.4y 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.5 -0.6 0.6 0.6 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 - 0.1 0.1 0.1 10.2 0.3 0.5 0, 0.6 0.6 0. � 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 `T� + + + + + + + +;� + + + + + + - + + + + + + + + + + + +0.1 0.1 +0.1 b.2 0.5 0.7 0; 0.9 .0 1.1 44 -.9 .a �.� -� 0.9 +0.9 1.0 1.1 1.0 0.9 0.9 0.9 0.8 0.7 0.7 0.5 0:3 0. 0.0 0.0 + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + 0.1 0.1 10.1 0.2 0.7 0.8 1 1.7 1.6 1.5 1.5 1.4 1.4 1.5 1.3 1.3 1.3 1.4 11.5 1.5 1.6 1.6 1.6 1.6 1.3 1.2 0.8 0.5 0.4 0. 21, 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 0.8 1.1 1. 2.2 2.1 1.9 2.0 2.0--2-.0 1.7 :4 1.3 1.3 1.6 2.1 2.2 2.5 2.6 2.4 2.3 2.3 1.6 1.6 1.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 10.1 0.1 0.2 0.5 +1( 2.5 1.9 2.2 2.7 3.4 3.3 2.5 1.6 1.3 A.4 2.0 2.9 3.7 13.7 4.1 3.5 2.2 2.3 2.1 2.3 2.4 1.0 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 AA T + T + + + + + + + T + 10,12 + + T + - + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 018 1 3.1 3.9 2.0 1.5 1.8 2.7 3.4 6 .7 .4 1.5 2.1 3.2 AA 4.1 3.7 3.7 3.9 2.7 2.7 2.3 3.6 1.9 0.9 0.8 0.4 0.1 0.0 0.0 0.0 ' 0.0 0.0 0.0 0 R20 1 ,12 I-I i 28' -0' AFF Lam" + - + - + + + + - + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 0.9 1 3,7 13.8 1.5 1.4 1.9 3.0 3.5 3. %i 8 .0 6 1.6 2.1 3.2 3.9 4.5 5.7 16.6 7.4 4.5 4.6 4.7 2.9 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 / - 9' -2" AFF 9' 2" AFF 18'-0" AFF R20 R�d R20 0.1 0.1 0.2 0.6 1.7 3.5 +2.4 1.5 1.6 2.3 2.9 3.8 .�' 2 2. ', -.4 11. 8.1 4.9 2,� 1.3 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0 J 10,12 �11'2� 410,12 AA + + - R20 10 12 + + + + - + ,+ + ' +3 �+ + + + + + + + 0.1 0.1 10.2 0.5 28' -o "GAFF 2.2 2.0 2.0 2.2 2.7 3.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ' O O 0.1 +0.1 0.2 +0.6 +1 +3.2 +2.6 +1.9 +1.8 + .0 +2.4 +3. ,;9f. +3 +0.0 +0.0 +0.0 + .0 + + + + I + + + + + + + + +'' + + + + 0.1 0.1 0.2 0.8 2 7 2.3 1.8 8 2.4 3. ..•.f 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + 0.1 0.1 0.2 1.0 2 .0 3.3 2.2 1.9 9.3 .0 0.0 0.0 0.0 0.0 BB + + + + + + + + + + + + + + R20 10,12 + ° + +0.0 + 0.1 0.2 0.3 0.91 1 .6 4.3 2.2 1.8 3.2 4.7 5.0 7.518' -0' AFF 1 .8 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 2 0 3.5 5.1 3.3 2.2 2.0 3.4 4.6 4.7 6.6 15.0 1.5.4 11 0.0 0.0 0.0 0.0 + + + + + + + + + + - + + + R20 108,8 + 12 + + + 0.1 0.1 0.2 0.9 1. 3.8 4.4 2.3 1.8 1.9 3.5 5.9 6.7 8.818' -0" AFF [115.3 0.0 0.0 0.0 0.0 0.1 +0.1 +0.2 +0.5 +1 +3.5 +2.5 +1.6 +1.4 +2.0 +3.5 +5.4 -6.0 +9.0 16.cc 9 +1'8.8 0 +0.0 +0.0 +0.0 +0.0 R20 10,12 O AA 9' -2" AFF 10.1 +0.1 R20 1012 - 10.2 +0.5 -0-0 2201 AFF 2.0 + 1.5 - + -3.9 '5.8 -15.7 + +0.0 + 1.4 2.0 3.9 5.4 5.8 8.9 15.7 1 .4 0.0 0.0 0.0 0.0 BB R20 10,12 U ° + + 18' -0" AFF U+ + + + + + + + + - + - + - 0.1 0.1 +0.2 0.4 +1.4 2.6 1.8 1.1 1.1 1.7 �3.6 6.2 +6.0 10.0 13.2 12.3 0.0 0.0 0.0 0.0 + + + + + + + + - + + CC + + + + 0.0 0.1 10.1 0.6 1 4.1 3.5 1.1 1.0 1.8 3.4 4.3 16.7 R21 JC&2 [gp.4 0.0 0.0 0.0 0.0 9' -2" AFF ILL 0.0 +0.1 0.1 +0.6 +1 +2.6 +3.2 +1.6 +1.0 +1.7 2.7 +3.9 5.3 +10.1 15.9 +0.0 +0.0 +0.0 +0.0 R20 1'0,12 ° + - + +2 2 +1.2 +1.6 2.7 +3.4 14.2 18'70' AFF -10.7 +0.0 +0.0 +0.0 + 0.0 0.1 0.4 0 0.0 1 10.1 I 0.1 10.1 '0.1 10.3 +0 +0.9 +1 0.1 +0.1 0.1 +0.2 0.6 +0.6 +11 0.1 d0.1 '0.1 k0.1 rO.3 10.4 +0 0.0 +0.1 0.1 +0.1 0.1 +0.2 +0 0.0 10.0 '0.0 10.1 r0.1 0.1 +0 0.0 +0.0 10.0 +0.0 +0.0 +0.0 +0 0.0 10.0 0.0 0.0 0.0 0.0 J0.0 0.0 0.0 +0.1 +0.0 0.1 0.1 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.7 0.9 1.0 1.0 0.8 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 10.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.1 +0.0 +0.0 +0.0 +o. +0.1 +0.1 +0.1 +0.2 +0.3 +0.4 +0.3 +0.4 0.3 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 10.0 +0.0 0.0 +0.0 0.0 +0.0 10.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.0 10.0 +0.0 +0.0 +0. 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + - -I + + 0.0 0.0 0.0 0.0 0.0 0.0 -10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I I 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.0 '0.0 +0.0 10.0 +0.0 0.0 +0.0 10.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 E 0.0 10.0 0.0 10.0 10.0 0.0 '0.0 0.0 +0.0 -0.0 0.0 -0.0 `0.0 -0.0 '0.0 0.0 JO.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 -0.0 '0.0 0.0 -0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 O.0 +0.0 0.0 +0.0 0.0 +0.0 '0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 '0.0 0.0 J0.0 0.0 J0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 -0.0 TO.0 `0.0 0.0 0.0 0.0 J0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 '0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 -'0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 10.0 +0.0 0.0 +0.0 0.0 Y +0. 0.0 0.0 0.0 0.0 -r0.0 -F0.0 0.0 10.0 0.0 0.0 0.0 0.0 -,0.0 0.0 0.0 +0.0 +0.0 +0. +0.0 +0.0 -0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 40 +0.0 -0.0 +0.0 -0.0 +0.0 +0.o +0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + - + - + - + - + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 -F0.0 10.0 5 0.0 0.0 0.0 -1 0.0 0.0 0.0 0.0 0.0 T0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J ' fA As to F [AT 1 R B a Sil KIF II IONS Ii11111MI Ki- MW floor cr10s04rt Y31*7 rp4q ams � muslzu[nal W DiXihid�duru rkilrAxhwlnyFume PaumAver emgirµMa+uelyaNe�etd,dAaluriur i rlrntM+ArdtiledmmuabretwalMthLMa 18rc6rwNhgeile+ -t -AN 1 lna�it'v.�•'1aae.�A.m xWfaradMYhcregwdiamiuid +earkrone$Z q-1 latarj er.l dur fart Libx mrpi3xd w M e� irtrj3yd� eaEh,ded 3teari4redM rIM3Lk]h ?ilA il!irT�n[n+hedewitan� »f a.+hy gd�ai{:tsdmrh•.k+nr.} AriikiLrntrdfFi�dedNlmn +rd�lt>yt41 ptl,'eildpr+tbrMa� �JthrAArArh�ttori Aaiasan1�81, �� ���raraara Milip 'Y'livrhsliltkinti'M1r.+#tt' k +1,1;fAr��4A71;:: #�tA ] it1�1- A1�mnr�nomaisrdddnw�ikrwluior �rdli7rkmrcuae ! w�S,Abrdyi �e 6:��d arx►aCa�k mdTM.xka,�a�t o'n'e M�davbv9lruaroe�lt 1ypS 41 - U! l�' i�fa�mernl�IVlps�+ r+ f+ i' nv. lnrpn/.�(f4�1*iu(�iM.Rwu�dlr+.r 44 la.�ls1 d' kkingaa- d kiiilI g+. O MFIAL90%214 rLW 05 I h d ;&!4 fi HIOi P'FF,SLIK SOP I uM:2CO40M ir�ltianax+pllmC � iceh7�d001fP�:VA cpddniktNS Ah�ArAeA�xip�Aailllt re9itd r Do T6" O ScaQfiod�rts 14' b26' Mcunlrr3 Wkim"wIU#&fttdjmaid 1Wk:lAR(39nAl Solif, hapa+dmtitravttlrno-¢JIa* S:2wi€rapperlkyrkkFyl�e arlclydterAl ki,l+i�arrJ a. rtaE[Cfi�115rf�1F ]+!. Imgds119�3iPQA C II�iilk 4d- Idnrdeiakri�rflrl§+Iryylaax nsyrpyrsi� lihrrltq�lnVpasrd 6 +1.8 +1.4 +1.5 +2.2 2.4 13.7 7.2 10.9 +9.6 ,- WAUNj1Iswd&nx,raHfsnmcilams�rnsL.v3 , Iir�3pei�waean�sJyeeta +dim�wltwrr i�i�Mvegca.aidred�AA�wkat 444i.�[r�1C41Ff 5 ldla�+ad ' L + WAY. a Fe IA iI�d a.� ..dgnpr kld�4d�d�purc I!Lim pie, KIP, A(M i1 p. TR5(WATMIrl �°-. $wariprla 46 Siam Op171hR + ..: 0.2 +0.1 0-0 10 -6 +0.0 +0.0 10.0 X0.0 10 i''vm not Hx?annrlldl 'NIGHTTIME FRIENDLY' DC7UR Erra g9i ty tY ali[1 t- LM+t+9' 13mpind Lid rdi Ri44 I.#Opl 435128.6 CC uPl'A VGA- Wwdydau 12 12F p1Mp TvInwctningin 220068.0 ZC9d dltrYS f55 adt4tw �1'!p�" 0.0 ntuded]' ~rildad�, am CC Ja*' 'bf7$ 6 KSF2 350M R4W Luminaire, 350W Metal ED -28 METAL HALIDE, + 11' 1.3 + 1.1 + 1.2 - 1.8 + 2.8 - 3.2 + 5.9 R20 10,12+ 9 -2 AFF 6.8 - 2.0 + 0.9 + 0.7 + 0.6 219986.0 R n i91x � .. + + ^ ..,•. . +' .... .' . +. , � r° + •` 7. ..• . +i .d + 0.3 + 0.2 + 0.0 + O.OI + 0.0 + 0.0 + 0.0 + � 0.0 1i, UN rAtua121unnln,N0Ued CRITERIA ITL CiA. M(eFJ Aetl ViAnglgrs Vokolo C gWNG Whig ReA 0.0 EC HON Emdgeny[hti['<Y Ii iihm ONE 350 WATT CLEAR IN N3A:,GmRro CC 11,11:1111 I gg InirginQrdW WHAM CA Cki Nur9id:proSekNeroatng° 11I DikKut 111110 rMtnP IPI Ivrp 119 NNPI% -lx� (P IMCIMU 1111 rEHQ�tu WWI'�L CWH Alilt dnarun iw+,dri rcpalta ir*: III RUN4re4f �1 Reflector, Full Cutoff Mt D" WINXV wilik IkP LW hoot/ �� INII R20 0,12 PIS KH3ruc,- brnglffiI7+F, R20 10,12 N..dur ia- MN1't fr_AAjAa4 18.0 S 5n�_h,:OSi.7l, DNLh D Nalu ILFAniln r*l&9kR!Wedell5. rid WH4w pp11dw 0.0 XrAViaium� Mae OYPF401 While 31R'7 nkTR'" pl GrAL ltr�vfd06.3�1 6 +0.6 +0.6 +0.8 +1.4 +1.8 +1.8 12.8 2.5 11.6 0.9 +0.6 +0.5 +0.7 t1.0 +2.7 I 9r6 " AFF +8.1 18' 4. AFF 4.9 +4.9 +3.9 +1.6 +1.6 +0.4 +0.2 +0.1 -- +0.01 +0.0 0.0 10.0 0.0 3 '0.3 0.4 0.6 `0.8 0.8 0.8 1.0 0.9 0.7 0.4 0.3 0.3 0.7 L-0. -8 1- 6 9- -2.-5 2.3 +2.0--+3.6 1.6 0.8 i 0.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1 +0.2 +0.2 0.3 0.4 0.5 0.7 0.5 0.5 0.3 0.1 - -' +0 + . + . + . 1.8 +2.4 +1.6 +1.7 1.7 1.7 X2.2 1.0 10.6 F0.4 +0.1 +0.0 +0.0 +0.0 Description Symbol Avg 1 0.1 0.1 0.1 '0.2 0.3 0.2 0.3 0.3 0.1 0.1 0.1 0.2 0.3 0.7 1.2 1.4 1.5 1.9 1.5 1.6 1.3 0.9 0.4 0.2 0.1 0.0 40 40 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 J0.0 0.0 0.0 +0.1 +0.0 0.1 0.1 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.7 0.9 1.0 1.0 0.8 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 10.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.1 +0.0 +0.0 +0.0 +o. +0.1 +0.1 +0.1 +0.2 +0.3 +0.4 +0.3 +0.4 0.3 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 10.0 +0.0 0.0 +0.0 0.0 +0.0 10.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.0 10.0 +0.0 +0.0 +0. 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + - -I + + 0.0 0.0 0.0 0.0 0.0 0.0 -10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I I 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.0 '0.0 +0.0 10.0 +0.0 0.0 +0.0 10.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 E 0.0 10.0 0.0 10.0 10.0 0.0 '0.0 0.0 +0.0 -0.0 0.0 -0.0 `0.0 -0.0 '0.0 0.0 JO.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 -0.0 '0.0 0.0 -0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 O.0 +0.0 0.0 +0.0 0.0 +0.0 '0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 '0.0 0.0 J0.0 0.0 J0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 -0.0 TO.0 `0.0 0.0 0.0 0.0 J0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 '0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 -'0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.0 10.0 +0.0 0.0 +0.0 0.0 Y +0. 0.0 0.0 0.0 0.0 -r0.0 -F0.0 0.0 10.0 0.0 0.0 0.0 0.0 -,0.0 0.0 0.0 +0.0 +0.0 +0. +0.0 +0.0 -0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 40 +0.0 -0.0 +0.0 -0.0 +0.0 +0.o +0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + - + - + - + - + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 -F0.0 10.0 5 0.0 0.0 0.0 -1 0.0 0.0 0.0 0.0 0.0 T0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J ' fA As to F [AT 1 R B a Sil KIF II IONS Ii11111MI Ki- MW floor cr10s04rt Y31*7 rp4q ams � muslzu[nal W DiXihid�duru rkilrAxhwlnyFume PaumAver emgirµMa+uelyaNe�etd,dAaluriur i rlrntM+ArdtiledmmuabretwalMthLMa 18rc6rwNhgeile+ -t -AN 1 lna�it'v.�•'1aae.�A.m xWfaradMYhcregwdiamiuid +earkrone$Z q-1 latarj er.l dur fart Libx mrpi3xd w M e� irtrj3yd� eaEh,ded 3teari4redM rIM3Lk]h ?ilA il!irT�n[n+hedewitan� »f a.+hy gd�ai{:tsdmrh•.k+nr.} AriikiLrntrdfFi�dedNlmn +rd�lt>yt41 ptl,'eildpr+tbrMa� �JthrAArArh�ttori Aaiasan1�81, �� ���raraara Milip 'Y'livrhsliltkinti'M1r.+#tt' k +1,1;fAr��4A71;:: #�tA ] it1�1- A1�mnr�nomaisrdddnw�ikrwluior �rdli7rkmrcuae ! w�S,Abrdyi �e 6:��d arx►aCa�k mdTM.xka,�a�t o'n'e M�davbv9lruaroe�lt 1ypS 41 - U! l�' i�fa�mernl�IVlps�+ r+ f+ i' nv. lnrpn/.�(f4�1*iu(�iM.Rwu�dlr+.r 44 la.�ls1 d' kkingaa- d kiiilI g+. rcdzaxten {twd�a�lhdmreslygyicd96�,es�md 1!E{TAtoL- kd�e runxaaFdr�rter4rAKAP '4{r'YdpukgranhNfar MFIAL90%214 rLW 05 I h d ;&!4 fi HIOi P'FF,SLIK SOP I uM:2CO40M ir�ltianax+pllmC � iceh7�d001fP�:VA cpddniktNS Ah�ArAeA�xip�Aailllt re9itd r Do T6" fvrprdc z�rc }�gn°ak.+'+midkth111 ScaQfiod�rts 14' b26' Mcunlrr3 Wkim"wIU#&fttdjmaid 1Wk:lAR(39nAl Solif, hapa+dmtitravttlrno-¢JIa* S:2wi€rapperlkyrkkFyl�e arlclydterAl ki,l+i�arrJ a. rtaE[Cfi�115rf�1F ]+!. Imgds119�3iPQA C II�iilk 4d- Idnrdeiakri�rflrl§+Iryylaax nsyrpyrsi� lihrrltq�lnVpasrd Rrih:lJLWR2A nwM±Fr�i,N• �5f16f,YI.lj LISIIND- ukl rodlierrhr.9+.+3irWnr»ikoll,0 ,ii NOW 4etiliodimrpurd.uUkrmibr�i ar�� a,rbierAlaoa,lvaaAdwkk gfflW57,1 i aka YAM MIT- 1- �xrlm3sdrr�ra rtyl�^'FWcuarrerbjle dr dak ',I'sigFk4i ky1 WAUNj1Iswd&nx,raHfsnmcilams�rnsL.v3 "ifsijRS yaadi'+eMrtipltk►Y. 4b,,fF o+�1& S Iir�3pei�waean�sJyeeta +dim�wltwrr i�i�Mvegca.aidred�AA�wkat 444i.�[r�1C41Ff 5 ldla�+ad ' L + WAY. a Fe IA iI�d a.� ..dgnpr kld�4d�d�purc I!Lim pie, KIP, A(M i1 p. TR5(WATMIrl Rtn 1 lna�it'v.�•'1aae.�A.m As »ralFr�ttrr N pre NTEN DED Iti E- Fa h d Id in g- an dYA14riQ jkd ap p k:A%is �� ���raraara Milip 'Y'livrhsliltkinti'M1r.+#tt' k +1,1;fAr��4A71;:: #�tA ���`r IdlflAriOYiAhF: Ti YbiMiA>AN ht M,nr.1 li Xlt 't�ii�1��YJt.: ,f c«+wmxo� LrrmlJnvr�An �1 1YSr �' •farMGJ VrR iilFr+V 4ttitTJal. 5,*7kV' II iFrol."10' Ihaa,,01 frjrW1 iosite kiiilI g+. Dicvibaia U up kJoid 4iwni,p .� ibAAi r Do T6" Kgi 4dallnida K! �pelr'r" ILN AP Ij'hnk] 41,gl,tic )AK mini k gipw �dl ' -- 2104' X4Hu' pd iFJIa�rrspir 1u9' 40P LVd 4.ntarkMdb e - Sqvrt(al, Ak lam MI Uojxnr[pdo T t�Awu ri141v 5611'[ ldla�+ad � TCP i-T *A �°-. $wariprla 46 Siam Op171hR D2•q'+stevr+wJl lamp3a] WF WideMPOW Nde5pe1 11AUsquIjatlndrangew9ttloI not op- FRI 4 6"ir nt;i o V7 }3tafNt pp�� 0 'ht W'a birli : 10 i''vm not Hx?annrlldl 'NIGHTTIME FRIENDLY' DC7UR Erra g9i ty tY ali[1 t- LM+t+9' 13mpind Lid rdi Ri44 I.#Opl 435128.6 .05m' uPl'A VGA- Wwdydau 12 12F p1Mp TvInwctningin 220068.0 ZC9d dltrYS f55 adt4tw �1'!p�" 0.0 ntuded]' ~rildad�, am CC Ja*' 'bf7$ 6 KSF2 350M R4W Luminaire, 350W Metal ED -28 METAL HALIDE, N3RPadIprl;aTe;4hUitorikr}, 34200 0.70 400 ❑ CC 435085.0 Halide, R4 Wide Reflector, HORIZONTAL POSITION. 4W.ies -90.0 ,URN ns or!paw MrH lop 435085.0 219986.0 R n i91x Lamp' ELFD Eri IY�+M1:yIF➢9eMhAry�SY7iee2l�� fk-MM Gme CP3 QLMFte rEbSk S fhTlz Sripp315e PVZN ylt Nzinp Egabrouktots6l IN Lxlpih ILL -90.0 ddayi4 lmROpe3Gg4dp9a4VB1y WLU y.VW3GAndhttNnlP WG A5mpud DGT 53M rg red I L@M!I " 7FlLD rr:yyLDD�e[orrA m�neitw+umvduksYha�n, mHnede47J[ F- ,rL:'Jatlngd'n(dd[ue� anerrtativn 4G 9riVgar1 UN rAtua121unnln,N0Ued CRITERIA ITL CiA. M(eFJ Aetl ViAnglgrs Vokolo C gWNG Whig ReA 0.0 EC HON Emdgeny[hti['<Y Ii iihm ONE 350 WATT CLEAR IN N3A:,GmRro Lwolow 11,11:1111 I IC InirginQrdW WHAM CA Cki Nur9id:proSekNeroatng° 11I DikKut 111110 rMtnP IPI Ivrp 119 NNPI% -lx� (P IMCIMU 1111 rEHQ�tu WWI'�L CWH Alilt dnarun iw+,dri rcpalta ir*: III RUN4re4f �1 Reflector, Full Cutoff Mt D" WINXV wilik IkP LW hoot/ �� INII tolo idpNXproll,. PIS KH3ruc,- brnglffiI7+F, FIF{N N..dur ia- MN1't fr_AAjAa4 18.0 S 5n�_h,:OSi.7l, DNLh D Nalu ILFAniln r*l&9kR!Wedell5. rid WH4w pp11dw 0.0 XrAViaium� Mae OYPF401 While 31R'7 nkTR'" pl GrAL ltr�vfd06.3�1 WA 911dfIdiP1]plrnb+l 'd PIP t[Hkt'g -Il" F11Rm 6t1 Xu,rAd,p.'tefir_ pPLL71D kAa�r,d Lhrk pHs51Nt Pu1s,�,si 0.0 '1if17JFhTF, II %P XII.VALNI hCal SC ?idhty.�.la FlC a,tien ED -17 METAL HALIDE, �hq+ +rM rtldmr'rMr . Et F3 DuakrdgiL�rX -Knt+ DNOE) TertuFel rnh,ral Jurrirnm n3.�P K6 f#wrearkalyddlFi'LPl]�' HORIZONTAL POSITION. � edraN�Nrt�se 219921.0 D4AIOdl IeYUeduiatc ` DF6TG rgSrjiwddeyv.* Ff41 iAlloapTileii*JfertN hG Uirrldgr+d IEp9 Orlb�x Q w iPifaYa GLASS LENS. COATED Cn Opi%SI H:�: REVISIONS: o!IroouR I.F w:s TYPICAL OF TYPE AA1, AA2, & BB ' 1 lna�it'v.�•'1aae.�A.m As »ralFr�ttrr N pre NTEN DED Iti E- Fa h d Id in g- an dYA14riQ jkd ap p k:A%is �� ���raraara Milip 'Y'livrhsliltkinti'M1r.+#tt' k +1,1;fAr��4A71;:: #�tA ���`r IdlflAriOYiAhF: Ti YbiMiA>AN ht M,nr.1 li Xlt 't�ii�1��YJt.: ,f c«+wmxo� LrrmlJnvr�An �1 1YSr �' •farMGJ VrR iilFr+V 4ttitTJal. 5,*7kV' II iFrol."10' Ihaa,,01 frjrW1 ipS �� WLRMA'lt•:1MIn'XML r 1r.a,a,u,�rrrA,ri pX,An ouvrbinm rori are S xIDtM,ilhr30Al r iowl1r11rLloo" brY:lAd. -i iA05 � YybitJn¢iLpla�it} Y Rdldla'k�Aitn mnrcC�rtf if hAMWNU3 N 16 5��1��R1aowrnn5" r+1FN1$454AR r71994419RIP aaMi0 1'b4w TOioiiod l'a'rd" tnam- Mum 62110" 2W O19 TI-M T9M r6w MID ll amp t;�,1t7Vit b4>x L7d+1 ��I�KN7i(6 tG�1a�.o�firA .� ibAAi r Do T6" vsW 1SQ% III II W54% x l9�i1HRl� 9 lLS7Yne Mbdllcnilr 7ot,iilrtN �FlQ6� t1 Hae Hrp1 ^I2 'i +� */ � o!IroouR I.F w:s TYPICAL OF TYPE AA1, AA2, & BB ' Fort ort eotOWJ or, oonAympodu +ttI stand aNnplons (shown inbold)- FEATURES& 5 PE[ IF It ATIO N5 N pre NTEN DED Iti E- Fa h d Id in g- an dYA14riQ jkd ap p k:A%is T" CO rllr RICTCN -ul�eq Aie[hQ S7n �aq k ream htn5h tlihn 4 De• rbidhu f13meN3A1 7f m kC Qty Nlnpm g a:, m.; Ll orrran'le dm i"!ki"'ASm ft-" IIA4 9 Rare Description DRT 6 -5b)W AdN net Gr3Mr9-p en OrLAYARn ty3nd M h]L R.enew M htff hng eallo Three WaltegeCaouue NI[ Wih' IAbAuaawkMeFT OVwardtMau'AlDirMiim+hWo rpJWT (wok +hrvlYl pevulatntz}ya Fir'IVUhtetl Lighting EI&TRCAL &3lI kt- W-150W UJR L%h kihr -nda WQ ijh pW&f, -XWtZ lat Het H h 3l id el 9)W Alvuning andbdurare 4 aMad wit hpu8� #dSS eQ�nA vg y 3SFu � i cesareadance Yigh p rr�falt vrb311a311?5 W �' at limsawnrW5ra+ kslaauM- m: vrmabdla *CS%1404or NRreVirdrOFprobeAYUon)" � 'fir oijUide dlh eU3 NF 115X. N3 Mable 1Ti H9CM Ce-joI W h aide l arrps a nerewraffded for 'i +� */ � USE! IF, appiQWF6WIlln vpenorMitt Fgdipn, Iuntn m3n07mQ and Ion93 drnplrk aredelrol Anm9ln�Ilerinnallare WdCCY(nrett p ug eadly ci s to ra6rem ect% rrom hai al rd+ ImEtsw 10)ASndO r !{ A. R�L II I& fo t:Pw- xNRmedun{•asesv!k -milbwppifilgrid; -p*Jsmewird:iWcenhrrorAa[LLL ' -- lM 6@W. 6GV V 4PP pdJR Filed M 9X L HA LIP E: �(hV-1 ?M FiNh;A slord III iAPWreddak tantp(¢BT]MIT)AM4 -91 fttpd }d-fpffkl`mA044O al HENPRESARESOPIll! "I S%'- 19741' arc h bxkn I ml W are 74 ah k. R-0irg i salsa al eiad e MD Skdnm NAAturgN- Lnnkri'lhM%fij rf&hih tan Al mirtegrd NiUNI sllpirta+IUN9I=0VII CYA 0ittit dwa 8 mH eIEW prvA das c"It al gnuFA uR he ads i r:U W m. T LISTNGi- LLN9Yd r¢3h C`4rRr bA eA [9!&Opbor�g 5j[adoprMa'tlaanon +empla 3G [nIcYAA -!f gthAE.1P4{61 -4 7.1,51 � inlaa+ Kkrk 6WII *on Orevlodlo[boriIArgnupQ( aGm0oaCMmAP&Sratk25C CYp7c9.11 &i73.?y f18A] 2ooII LE-M 11 P" N0.5,577, 0. 6iYfd -IH glh i- 1810 &df �Sm�� ���� WAR W V -1 ,fty irri had wa W V N ngdte xari*P hrnr>lu aid at o. •55raglt: x] b �l A 6ky] uuwa unArxasmmr_j:UMUReMumesrem Md tmsbarza�o lamp3a] WF WideMPOW Nde5pe1 11AUsquIjatlndrangew9ttloI not op- FRI 4 6"ir nt;i I. rr'riLM Ken M12 Eh'"N yirttitl?+A t[MG 39A' IVAVirol 1-16eAp FfilAa197Crltlmflrli. Fort ort eotOWJ or, oonAympodu +ttI stand aNnplons (shown inbold)- Ram P1 a% 91CUPiPT iPLpl WST W (14 1 Symbol Label Qty Catalog Number Description 5enes WaltegeCaouue RS1111 On Val 4e mast Alvuning 01pnons MST J%L l!rL rPrYUC FF FOFWO 170 [bunt] ti wti [t+anY) 5rAFd+ernOtld Anm9ln�Ilerinnallare KSF2 400M R3 HS R�L II I& throw 20 I)AW: 5hahal pMal A ryk uxflYgiii,3�4Y 2 lol soil nalde MD Skdnm adl+' CYA 0ittit EEAV St1r4emAtnt NF Ov,N:fuxb1t5b1WP 0.0 '-� 7uM 5oN-IC NrdN [[WteA g ?? wadage SOlaDfd naR: Gtt IX12 En'rY rliytr[Ultl g-'MAt = I3fnp ifr:udedi 220087.0 905 loom ;ttN -IE 05 1¢]µ1 lamp3a] WF WideMPOW 3A7 P_aMia S�l Lrls Lptlt5d"Y6S M12 Eh'"N yirttitl?+A t[MG 39A' IVAVirol 1-16eAp 0.0 fioR1 AA2 TV "J 'NIGHTTIME FRIENDLY' DC7UR Erra g9i ty tY ali[1 t- LM+t+9' 13mpind Lid rdi -90.0 1506 17$YP 1'� 435128.6 .05m' skjpdu 5 2 cw7 Ern�Y cir alitl 1%.IAt[Nro MY 13n1p3 435144.0 220068.0 9.2 9.2 h 0.0 ntuded]' Specification Area ONE 350 -WATT CLEAR 6 CC Ja*' BB 6 KSF2 350M R4W Luminaire, 350W Metal ED -28 METAL HALIDE, KSF2_350M_R 34200 0.70 400 ❑ CC 435085.0 Halide, R4 Wide Reflector, HORIZONTAL POSITION. 4W.ies -90.0 Dpl bh 5 (rah Gnued) 435085.0 219986.0 R n i91x Lamp' ELFD Eri IY�+M1:yIF➢9eMhAry�SY7iee2l�� fk-MM Gme CP3 QLMFte rEbSk S fhTlz Sripp315e PVZN ylt Nzinp Egabrouktots6l IN Lxlpih ILL -90.0 ddayi4 lmROpe3Gg4dp9a4VB1y WLU y.VW3GAndhttNnlP WG A5mpud DGT 53M rg red I L@M!I " 7FlLD rr:yyLDD�e[orrA m�neitw+umvduksYha�n, mHnede47J[ F- ,rL:'Jatlngd'n(dd[ue� anerrtativn 4G 9riVgar1 UN rAtua121unnln,N0Ued CRITERIA ITL CiA. M(eFJ Aetl ViAnglgrs 435081.0 gWNG Whig ReA 0.0 EC HON Emdgeny[hti['<Y NONcetr1w, ONE 350 WATT CLEAR IN N3A:,GmRro 9.2 180.0 IFIL Yrhndi�xRl3ipnxrArml #H KSF2 400M R5S CA Cki Nur9id:proSekNeroatng° ED28 PULSE START 65 nb"haFSgttSAdd° 400 o 18.0 0.0 RE Pb AWNetmi C9 R G(J" typo Onr316)" 5S.ies 0.0 Sup%Duahk Fin airs BB 435083.0 220001.0 Reflector, Full Cutoff HORIZONTAL POSITION DWD DiCtoree 0.0 435083.0 220001.0 0.0 13 DBLZ Nak 435083.0 220022.0 18.0 18.0 -90.0 DNLh D Nalu ILFAniln 435083.0 FRIENDLY' CRITERIA 0.0 14 BB OYPF401 While 219974.0 18.0 18.0 ARCHITECTURAL ONE 70 -WATT COATED DCEM) TeduFed dak Cfdrrs 219974.0 0.0 0 CC 6 WST 70M MD MrO RxtlIIeddad: ED -17 METAL HALIDE, WST_70M_MD 4700 0.70 95 435075.0 DNOE) TertuFel rnh,ral Jurrirnm 0.0 THROW DISTRIBUTION HORIZONTAL POSITION. .ies 219921.0 DPPriam TIEWR'1Wiid 18.0 d "No lip, [45T�5 TYPICAL OF TYPE CC LUMINAIRE SCHEDULE Z O W (14 1 Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Wafts MH Orientation Tilt Specification Area ONE 350 WATT CLEAR Z 1 AA1 AA1 2 KSF2 400M R3 HS Luminaire, 35OW Metal ED28 PULSE START KSF2 _400M_R 34200 0.70 400 0.0 2 AA1 Halide, R3 Reflector with METAL HALIDE IN 3- HS.ies 28.0 90.0 0.0 434975.4 219980.0 houseside shield, Full HORIZONTAL POSITION AA2 435045.0 220087.0 28.0 28.0 90.0 Cutoff MEETS THE 435046.4 220087.0 0.0 4 AA2 435130.0 220086.0 'NIGHTTIME FRIENDLY' 28.0 -90.0 0.0 435128.6 220086.0 0.0 5 CRITERIA 435144.0 220068.0 9.2 9.2 0.0 0.0 435144.0 Specification Area ONE 350 -WATT CLEAR 6 CC 435161.0 BB 6 KSF2 350M R4W Luminaire, 350W Metal ED -28 METAL HALIDE, KSF2_350M_R 34200 0.70 400 ❑ CC 435085.0 Halide, R4 Wide Reflector, HORIZONTAL POSITION. 4W.ies -90.0 0.0 435085.0 219986.0 0.0 Full Cutoff MEETS THE CC 435076.0 219959.0 9.2 9.2 -90.0 0.0 'NIGHTTIME FRIENDLY' 219959.0 0.0 9 CC 435081.0 219929.0 9.2 CRITERIA 180.0 0.0 435081.0 219929.0 0.0 10 CC Specification Area ONE 350 WATT CLEAR 9.2 180.0 ❑ AA2 2 KSF2 400M R5S Luminaire, 350W Metal ED28 PULSE START KSF2 - 400M - R 34200 0.70 400 o 18.0 0.0 Halide, R5 Square METAL HALIDE IN 5S.ies 0.0 12 BB 435083.0 220001.0 Reflector, Full Cutoff HORIZONTAL POSITION -90.0 0.0 435083.0 220001.0 0.0 13 MEETS THE'NIGHTTIME 435083.0 220022.0 18.0 18.0 -90.0 0.0 435083.0 FRIENDLY' CRITERIA 0.0 14 BB 435083.0 219974.0 18.0 18.0 ARCHITECTURAL ONE 70 -WATT COATED 435083.0 219974.0 0.0 0 CC 6 WST 70M MD SCONCE WITH MEDIUM ED -17 METAL HALIDE, WST_70M_MD 4700 0.70 95 435075.0 219944.0 0.0 THROW DISTRIBUTION HORIZONTAL POSITION. .ies 219921.0 18.0 18.0 180.0 0.0 WITH CLEAR, FLAT 219921.0 0.0 Q w GLASS LENS. COATED Cn o Cr REVISIONS: LAMP. MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA STATISTICS Description Symbol Avg Max Min Max /Min Avg /Min Calc Zone #1 + 1.0 fc 20.4 fc 0.0 fc N/A N / A LUMINAIRE LOCATIONS Z O W (14 1 O M No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 AA1 434974.0 220060.0 28.0 28.0 90.0 0.0 434975.4 220060.0 0.0 2 AA1 434974.0 219980.0 28.0 28.0 90.0 0.0 434975.4 219980.0 0.0 3 AA2 435045.0 220087.0 28.0 28.0 90.0 0.0 435046.4 220087.0 0.0 4 AA2 435130.0 220086.0 28.0 28.0 -90.0 0.0 435128.6 220086.0 0.0 5 CC 435144.0 220068.0 9.2 9.2 0.0 0.0 435144.0 220068.0 0.0 6 CC 435161.0 220068.0 9.2 9.2 0.0 0.0 435161.0 220068.0 0.0 7 CC 435085.0 219986.0 9.2 9.2 -90.0 0.0 435085.0 219986.0 0.0 8 CC 435076.0 219959.0 9.2 9.2 -90.0 0.0 435076.0 219959.0 0.0 9 CC 435081.0 219929.0 9.2 9.2 180.0 0.0 435081.0 219929.0 0.0 10 CC 435161.0 219923.0 9.2 9.2 180.0 0.0 435161.0 219923.0 0.0 11 BB 435176.0 220069.0 18.0 18.0 0.0 0.0 435176.0 220069.0 0.0 12 BB 435083.0 220001.0 18.0 18.0 -90.0 0.0 435083.0 220001.0 0.0 13 BB 435083.0 220022.0 18.0 18.0 -90.0 0.0 435083.0 220022.0 0.0 14 BB 435083.0 219974.0 18.0 18.0 -90.0 0.0 435083.0 219974.0 0.0 15 BB 435075.0 219944.0 18.0 18.0 -90.0 0.0 435075.0 219944.0 0.0 16 BB 435177.0 219921.0 18.0 18.0 180.0 0.0 435177.0 219921.0 0.0 SITE PLAN PAULSON & CLARK ENGINEERING, 2 52 E. Couty Road J. White Bear Lake, MN 55110 Office: 651 407 -6056 FLOTTE�: FILE NAME: Fax: ((651) 407 -6476 s vi H U W H Ci W W 0 C14 0 0 LU J � o_ B � o c C., O ca �y N S; � O a g � 3 0C Q � H Z Z O W (14 1 O M Cie Z 0 J o z _ W (� > z W W w 0 0 LU J � o_ B � o c C., O ca �y N S; � O a g � 3 0C Q � H Z Q Cie J O U' a ne LL O � Z U Cie LL Z O Q U 0 w �g U a z Z) 0 W U O E u r N T N o N m 0- p CZ M W co Ij I1J O z m D Z w V fn } m m o U W WO Z W Y a_ o o � IWWQZO �° ~ <a_ -5(n a w z - r w = zz p_� oz N wlL LLJ F-Q0<0 Z w� aW U �0Q (0 zof -(/'� W O v IM r N W ff W-1 W Ih D W )- = O WU Wes~ =O��o Q - m (n Q - z Q w Cn o Cr REVISIONS: SHEET NAME: SITE PLAN SHEET HO. EO* Wenck File #2294 -13 Prepared for: Dan Donahue, City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55430 Prepared by: WENCK ASSOCIATES, INC. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 MATUP 1 1 Delineation •�� City of Corcoran Public Works Building Corcoran, MN June 2012 enck Table of Contents 1.0 INTRODUCTION 1 -1 2.0 SITE DESCRIPTION ....................................................................... ............................... 2 -1 3.0 METHODS 4.0 RESULTS 5.0 CONCLUSION FIGURES 1 Site Location Map 2 National Wetland Inventory Map 3 Soil Survey Map 4 Potential Wetland Investigation Areas 5 Wetland Boundaries A Precipitation Data B Summary of Wetland Hydrology Indicators C Aerial Photographs D WCA Wetland Boundary and Type Application VAFrancis \VOIIA2294- Corcoran\13-Public Works Building\ Wetland DetenninationVWetland Repot Final Pd&Deser inaron Repoo Do, i 3 -1 4 -1 5 -1 1.0 Introduction Wenck Associates, Inc. ( Wenck) staff conducted a wetland determination on the subject property in the City of Corcoran, in Hennepin County, Minnesota. This report documents findings from an off -site review of aerial photographs for the purpose of identifying areas of wetland on the subject property. Wetlands are defined in the Federal Register (1982) as "areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas." An area must have 3 elements present in order to be delineated as a wetland: 1) Greater than 50% dominance of hydrophytic plant species. 2) A hydric soil substrate. 3) Wetland hydrology during the growing season. The subject property is currently an agricultural field. In agricultural lands -where soils are annually disturbed and natural vegetation cover is absent - wetland boundaries are determined by reviewing precipitation records to classify climatic conditions and analyzing historic aerial photographs for signatures of wetland hydrology. VAFraucisVVolIA2294- CorcoranAI3- Public Works Building \W'etland DetenninatioroWetland R,nal Final PdL Doamninafion 2epoaDanx I - I 2.0 Site Description The subject property is located in the NE 1/4 of Section 18, Township 119, Range 23, in the City of Corcoran in Hennepin County, Minnesota (Figure 1). The subject of this wetland determination is an approximately 50 acre parcel comprised entirely of cultivated agricultural land. UrancisNol IA2294- Corcotan\l 3- Public Works Building \Wetland Determination \Wetland xepon cma� eaf Dweanfnanon Repow�ocx 2 -1 3.0 Methods Wetland determinations, defined in CFR 7 Sec 12.2 as "a decision regarding whether or not an area is a wetland, including identification of wetland type and size ", are conducted on agricultural land using on -site and off -site methods described in several guidance documents The wetland investigation was conducted by Wenck staff using off -site methodology set forth in Atypical Procedure: Offsite Hydrology Determination by Using Rainfall Data with Farm Service Agency Imagery (BWSR 2006) and State of Minnesota Interagency Cooperative Agreement for Implementation of the Federal Wetland Delineation Memorandum of Agreement (BWSR 1994). This methodology was developed to aid in the determination of wetland hydrology in cropped areas. The protocols described in this document were the result of federal and state agency's efforts to promote consistency between wetland determinations made under the National Food Security Act (NFSA) Manual, the ACOE 1987 Manual, and the Wetland Conservation Act (WCA). Available Farm Service Agency (FSA) aerial imagery was obtained from Hennepin County for the years 1981 -2000. National Oceanic and Atmospheric Administration (NOAA) precipitation data for each of these years was collected and analyzed through the University of Minnesota's "Minnesota Climatology Working Group" website. Precipitation data from three months prior to the assumed date of the aerial photograph from a location near the property was compiled and analyzed. The precipitation conditions during this period of each year were assessed as "Normal ", "Wet ", or "Dry" according to the methodology. FSA imagery from "Normal" precipitation years was reviewed for signatures of wetland hydrology. According to the methodology guidelines, the FSA imagery was assumed to be taken July 1 of each year. Wetland hydrology signatures include primary indicators such as surface water (WSW), drowned out crops (WDO), areas that do not appear to be cropped (WNC), or areas with visual wetland Urancis,Vol I\2294- CorcoranV13 -Public Works BuildingVetland DM11liinati0n \We11and R,,CA Final Pdfs Determinanon Iiepon,Do« 3 -1 vegetation signatures (WWS). Secondary indicators of wetland hydrology include crop stress (WCS). The presence of mapping conventions that are primary indicators of wetland hydrology is strong evidence that wetland hydrology (inundation for at least 15 days) is present during those years. Crop stress is a weaker indicator of wetland hydrology. Crop stress may occur under conditions that do not constitute wetland hydrology, including: significant precipitation recently before the aerial photograph was taken; high alkalinity in the soils; or delayed planting. The National Wetland Inventory (Figure 2) and County Soil Survey (Figure 3) were reviewed to aid in the investigation In order to increase the accuracy of the wetland determination, a decision matrix that incorporates additional factors for determining if an area is wetland was used. The matrix considers if an area is mapped as a wetland basin by the National Wetland Inventory (NWI) or hydric soil by the NRCS soil survey (BWSR 2006). For areas that are mapped by the NWI as a wetland basin: • If wetland hydrology indicators are observed in at least 30% of years with normal precipitation, the area is considered a wetland; • If wetland hydrology indicators are observed in less than 30% of aerial photographs, field verification is recommended. For areas that are not mapped as an NWI wetland basin: • If wetland hydrology indicators are visible on at least 50% of years with normal precipitation, the area is considered a wetland • If wetland hydrology indicators are observed on 30% to 50% of aerial photographs, field verification is recommended; or • If wetland hydrology indicators are observed in less than 30% of aerial photographs, the area is considered to be non - wetland or effectively drained. \\ MCIS\vol l\2294- Corcoran \13 -Public Works Building \Wetland Deternination\ Welland xeponrina )Pd6Demonfnadon Repo4Docx 3 -2 4.0 Results Initial review of all available aerial imagery identified seven potential areas of wetland on the subject property. These seven areas were the focus of this wetland determination (Figure 4). The final wetland boundaries shown in Figure 5 were based on analysis of the estimated wetland boundary during normal years of precipitation conditions. The final boundary was drawn to include that percentage of the given wetland investigation area that exhibited wet signatures in most or every observed year of normal precipitation aerial imagery. Precipitation data analysis determined that eleven years experienced normal precipitation during the three months prior to the date the aerial photographs were taken from 1981 to 2000. One normal year lacked imagery (1982) and was not included in the analysis. Imagery from normal years and approximate wetland boundaries for each year are included as Appendix C. The analysis of wetland hydrology indicators paired with precipitation data are summarized for each potential wetland investigation area in Appendix B. Precipitation data and analysis is presented in Appendix A. Investigation Areas la, 2a, and 3 Investigation Areas I a, 2a, and 3 are all listed in the NWI, are mapped for hydric soils (Glencoe or Cordova series), and exhibited visual indicators of wetland hydrology in at least 90% of years of aerial photographs with normal precipitation that were reviewed. According to the off -site wetland determination methodology, these areas qualify as wetland. Investigation Areas 1b, 2b, and 4 Investigation Areas lb, 2b, and 4 are not listed in the NWI as wetland basins. Each of these areas are mapped as containing hydric soils (Hamel or Cordova series), and exhibited visual indicators of wetland hydrology in at least 50% of years of aerial photographs with normal \AFrancis \VollA2294- CorcoranA3- Public Works Building \Wetland Determination \Wetland Repoii final ndRDen ninanon Repon.00a 4 -1 precipitation that were reviewed. According to the off -site wetland determination methodology, these areas also qualify as wetland. Investigation Area 2c Investigation Area 2c is not listed in the NWI, and is on the edge of a mapped hydric soil series, Cordova. The area exhibited visual indicators of wetland hydrology in 30% of years of aerial photographs with normal precipitation that were reviewed, and no primary indicators were observed in any normal precipitation year. According to the off -site wetland determination methodology, this area does not qualify as wetland. VA Francis VVoltA2294- Corcoran\13- Public Works BuildingAWetrand Determination\Wetland Repmr Final Pdfimeirnninaio Repon.Docx 4 -2 5.0 Conclusion After conducting a determination following off -site methodology, six areas were determined to be wetlands and their boundaries were delineated per the scope of this report. These wetlands are regulated by local, state, and federal agencies. No grading or filling in these wetlands should commence until all necessary permits have been obtained. This wetland determination meets the standards and criteria described in Atypical Procedure: Offsite Hydrology Determination by Using Rainfall Data with Farm Service Agency Imagery (BWSR 2006) and State of Minnesota Interagency Cooperative Agreementfor Implementation of the Federal Wetland Delineation Memorandum of Agreement (BWSR 1994). These methods and criteria are consistent with the purpose and intent of the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual and 2010 Midwest Regional Supplement. If you have any questions, please feel free to call me at (763) 479 -5111. Sincerely, 06/26/2012 Matthew Summers, MN Wetland Delineator In- Training Date Cert. # 5072 06/26/2012 Wes Boll, MN Certified Wetland Delineator #1005 Date VTraneisVVol IA2294- CorcoranV13- Public Works Building \Wefland Detennination \Wetland Rgoofloal PdfrDUmmlaatian R,,,wDocx 5 -1 ADMINISTRATOR'S REPORT Agenda Item No. 10a. Council Meeting: February 14, 2013 Prepared By: Dan Donahue, Administrator Topic: PW Facility Action Required: None - Information and Update Policy: Budget Impact: Summary: The location of the Public Works facility on the property along County Road 19 has been tentatively set by the architect and construction manager. A question has been asked as to the reasons for how the facility was located on the parcel. Below are reasons plus the pros /cons of changing what is currently in place. Rationale for determining current location of PW Facility on the parcel: • The siting of the PW building in its current position was to take advantage of the prime high spot of the site. The current siting puts the finished floor at the same elevation as the centerline of Co Rd 19. The ground is higher to the north and slopes down to the south. The soils estimate is that the current siting balances the amount of soil needed vs. adding (this is still being discussed and it may very well end up adding soil). • Accommodate the required area in the best conditions for the septic field. Siting of septic was optimum with facility on highest ground. Moving to lower ground would require a redesign of drainage and septic. • Allow the expansion of public works activities and future site development for those activities to the south. Perhaps the biggest reason for keeping it to the north is to allow for future activities and expansion. I could see this space issues in 20 years so keeping options open reasonable • There is ample room for the Three Rivers Trailhead to the north • The PW Facility can be pushed to the south to accommodate the Trailhead but there will most likely be additional costs that go beyond the $15,000 expected cost for the Trailhead property. Administrator's Report— Agenda Item 11 e, August 9, 2012 Council Meeting Page 2 Pros /Cons of Moving Cons: - Redesign time and fee on my end -Delay of the drawing package and bids and schedule. - Possible re- siting and resizing of the septic field. -Some soil borings would have to be re- drilled - Reduced ability to expand public works site uses, such as brush and bulk material storage. - Possibly more cost in earthwork to grade the site with the building being located lower in elevation as it moves downhill from the current location. Pro: -Won't have to buy more land for trail head building. Corcoran Public Works Facility Summary February 14' 2013 Project Description: 1, The Corcoran Public Works Facility is new construction located on County Road 19 X mile south of county road 10, Corcoran, Minnesota. The Public Works base bid includes 12,230 square feet vehicle storage area, 1790 square feet wash bay, 3450 square feet vehicle maintenance and storage bay, 1980 square feet office area, 1440 square feet and mezzanine storage area. There are five alternates, Alternate #1 includes the addition of 5220 square foot pre - engineered metal cold storage building, Alternate #2 includes and additional 2200 square feet additional vehicle storage area, Alternate #3 includes an additional 1030 square feet to the pre - engineered metal cold storage area, Alternate #4 includes the addition of a #5 ton bridge crane, and Alternate #5 includes painting the interior walls and joist /deck of the vehicle storage area. General Conditions of the Contract: 1. The General Conditions of the Contract AIA 201 CM and the Supplemental Conditions of the Contract has been sent to the City Attorney for his review. Bid Form: 1. The bid form is attached for Council review /comment /approval. 2. List of Contractor Bid Groups are attached for review /comment /approval Advertisement for Bids: 1. The advertisement forbids that will appear in the Project Manual is attached for Council review /comment /approval. 2. The advertisement forbids that will appear in the local newspapers is attached for Council review/comment/approval. Oertel Construction Documents 1. Ebert Construction received to 75% Architectural drawings 1/30/13 for steering committee review. 2. Ebert Construction received 75% Project Manual 1/30/13 for steering committee review. www,ebertconst,com 3. The steering committee has reviewed preliminary Civil, Mechanical, Electrical drawings. No additional drawings have been sent to Ebert Construction as of this date. 4. Contract drawings at 75% Architectural, preliminary civil, mechanical and electrical sets are located at the City Hall for Council review. Cost Control Estimate: 1, Ebert Construction received 50% Architectural drawings from Oertel 1/17/13. Ebert Construction provided and updated budget analysis to the steering committee 1/25/13. 2. The updated budget analysis based on 50% architectural drawings is attached for Council review /questions /comments. 3. Ebert Construction requires final analysis of soil boring by the structural engineer, prior to issuing a revised cost analysis. The Contract drawings and project manual at 75% complete indicate a similar cost to the estimate spread sheet provided 11/29/12 based upon the schematic set of drawings from Oertel, 4. Refer to the Project Performance Sheet attached.. The Base Bid with a contingency is close to the budget cap of $3,850,000 set by the Council 11/29/12. The steering committee believes the base bid vehicle storage and maintenance space is not adequate forthe current Public Works needs based on previous equipment analysis and current equipment analysis. Strategies to consider for achieving the current needs of Public Works and meet the budget requirements of the Council could be (refer to Project Performance Report): A. Select Base Bid and Alt #1 and reduce contingency B. Select Base Bid and Alt #1 and omit turn Lane and reduce contingency C. Select Base Bid and Alt #1 and Alt #4 and omit turn lane and reduce contingency S. The strategies above will ultimately be impacted by the actual bid tabulation after the project is bid. The results of the bid tabulation may allow additional alternates to be considered or lead to value engineering the base bid. The cost analysis provided to the Council is based on estimates only. Steering Committee Concerns: 1. Soils boring analysis and recommendations 2. Requirements of the county road 19 turn lane. Request to exclude has been made by Wenck. 3. Review the 75% completed drawings and specifications to recommend any changes prior to bidding. 4. Funding allocation for items excluded in the contracts of Ebert Construction and Oertel such as office furniture, relocation of the salt sand storage facility, rehab of the existing garage, demolition of the existing school house BID TO: Daniel J. Donahue City Administrator City of Corcoran, MN 8200 County Road 116 Corcoran, MN 55340 BID FROM: BID FORM 003050 — BID FORM In accordance with the Call For Bids and the proposed Contract Documents prepared by Oertel Architects, 1745 Saint Claire Avenue, St. Paul, MN 55105, relating to the construction of: Corcoran Public Works Facility County Road 19 Corcoran, MN 55357 the undersigned, having visited the site of proposed construction and having become thoroughly familiar with local conditions affecting the cost and performance of the Work and with all requirements of the Contract Documents and related Addenda, hereby proposes and agrees to provide all labor, materials, equipment, applicable permits and taxes required to construct and complete the Work in accordance with the Contract Documents and Addenda for the following amounts: Base Bids: Instructions for Submitting Base Bids: • For bidders wishing to submit bids on more than one Bid Division, space has been provided to submit bids for Multiple Bid Divisions on the same Bid Form. • Indicate Bid Division Number and Title in the appropriate space for each Bid Division which Bidder is submitting a bid for. • State Base Bid in both words and figures in spaces provided. • Bidders submitting bids for more than one Bid Division are invited to submit a combined bid for work included under all Bid Divisions for which Bidder is submitting a bid. CORCORAN PUBLIC WORKS FACILITY SECTION 003050 - -- 003050 —BID FORM Base bid for Contractor Group No. Bid Amount: Base bid for Contractor Group No. Bid Amount: Base bid for Contractor Group No. Bid Amount: Base bid for Contractor Group No. Bid Amount: ALTERNATES: Alternate #1: $ Alternate #2: $ Alternate #3: $ Title Title Title Title UNIT PRICES: 1. 5,000 CY of Import Fill @ per CY = 2. Unit Price of Sand $ per CY 3. Class Five $ per CY Alternate #4: $ Alternate #5: $ Combined Base Bid: Contractor Group Numbers and Titles on which Combined Bid is based Contractor Group No. Title: Contractor Group No. Title: Contractor Group No. Title: Contractor Group No. Title: Contractor Group No. Title: Combined bid Amount: CORCORAN PUBLIC WORKS FACILITY SECTION 003050 - -- Zw 003050 — BID FORM Addenda: Receipt of the following Addenda to the Contract Documents and their costs being incorporated into the Bid is acknowledged (provide Addenda numbers below): Addenda No. Dated Addenda No. Dated Bid Acceptance: If written notice of the acceptance of this Bid is received by the undersigned within 60 days after date set for opening of this Bid, or at any other time thereafter before Bid is withdrawn, the undersigned agrees to enter into and execute a Contract with the Owner in accordance with this Bid as accepted and in a form acceptable to Owner, and to furnish and deliver to the Owner's Administrative Representative (Ebert Construction) the Performance and Payment Bonds, and proof of insurance coverage, all within 10 days after notice of acceptance of this Bid. Execution of Proposal: The entity(ies) signed this proposal is fully authorized to sign on behalf of the named firm and to fully bind the named firm to all the conditions and provisions of the Contract. This proposal shall remain valid and not be withdrawn for 60 calendar days after bid due date. Submitted this Name of Firm: Street Address: City: Phone Number: Bidder is: (check one) Individual day of State Zip: Fax Number: Partnership 2013. Corporation 3 CORCORAN PUBLIC WORKS FACILITY SECTION 003050 - -- `V 003050 -610 FORM If Bidder is a corporation, give legal name of corporation, state where incorporated, and names of president and secretary. If a partnership, give names of all individual co- partners composing the firm. if an individual, give first and last name in full. Name (typed or printed): Signature: Title: END OF DOCUMENT _4 CORCORAN PUBLIC WORKS FACILITY SECTION 003050 --- — 002313 — LIST OF CONTRACTOR BID GROUPS PART 1— GENERAL 1.01 SUMMARY A. Section Includes: 1. Summary of Bid Division packages currently being bid (Identified as Contractor Group). 2. Summary of Contracts previously awarded. 3. Outline of Owner quote requests. 1.02 BID DIVISION BEING BID IN THIS PACKAGE A. City of Corcoran is soliciting competitive "Lump Sum Bids" for the portions of work as defined herein. 1, Bid Divisions have been constructed to follow CSI 2004 Master Format specification sections; however, individual Bid Divisions may contain work described in more than one specification section. 2. Local custom and trade union jurisdictional settlements do not control the scope of work included in Bid Divisions. 3. Unless otherwise indicated, Bid Divisions include a complete section of Work, including but not limited to labor, materials, equipment, scaffolding, hoisting, applicable permits, and taxes as required by the Contract Documents. B. Bysubmitting a Bid, bidder acknowledges they have reviewed all Contract Documents and have anticipated all Work as it affects their Bid Division. C. The project includes multiple prime contracts and construction group contracts. Bidders may bid more than one construction group as indicated on the bid form. Bidders bidding more than one contract group (combined bids) must submit their bids in a separate bid envelope correctly labeled and include the correct bid bond requirement. The City of Corcoran will solicit a RFQat a later date to be determined for the following: surveying, well construction, septic system construction, structural testing, landscaping, chain link fence, and office furniture. CONTRACTOR GROUP 1:Earthwork, Paving, Utilities, and Curb (Includes labor & materials) 022000: Earthwork Site Clearing 025130: Asphalt Concrete Pavement 027300: Sewage Systems 5' Outside of Building to 5' Septic System 026660: Site Water Systems S' Outside of Building to 5' From Well 025140: Site Concrete (curb only) CONTRACTOR GROUP 2:Precast Wail & Plank (includes labor & materials) 034100: Structural Precast Concrete 034500: Precast Wall Panels CONTRACTOR GROUP 3:Concrete & Masonry (including labor & materials) 025140: Site Concrete (concrete walks, aprons, and pads) 033000: Concrete 042000: Unit Masonry CONTRACTOR GROUP 4:Structural Steel (includes labor & materials) 051200: Structural Steel 052100: Steel Joists & Joist Girdons 053000: Steel Deck CORCORAN PUBLIC WORKS FACILITY SECTION 002313 -• ?'_`._�•" 002313— LIST OF CONTRACTOR BID GROUPS 055000: Miscellaneous Steel CONTRACTOR GROUP S:General / Carpentry (includes labor & materials) 061000: Rough Carpentry 062000: Finish Carpentry 064000: Architectural Millwork 071150: Fluid Applied Waterproofing 071200: Fluid Applied Air Barrier/ Waterproofing 072000: Insulation 072400: Exterior Insulation Finish Systems 079000: Joint Sealants 081100: Steel Doors & Frames 083050: Access Doors 083600: Sectional Overhead Doors 084100: Aluminum Entrances & Storefronts 087100: Door Hardware 088000: Glass & Glazing 093000: The 095100: Acoustical Ceiling 096500: Resilient Flooring & Base 096800: Carpet Tiles 099000: Paint 101600: Toilet Partitions 102000: Louvers & Vents 104000: Signage 105220: Fire Extinguishers 108000: Toilet Accessories 125000: Window Treatment 131200: Pre- Engineered Metal Building CONTRACTOR GROUP 6.-Roofing / Sheet Metal (includes labor & materials) 075300: EPDM Roofing System 076000: Flashing & Sheet Metal Equipment Screen 077200: Roof Hatch CONTRACTOR GROUP 7:Fire Protection (includes labor & materials) 153000: Fire Protection CONTRACTOR GROUP S:Plumbing & HVAC (includes labor & materials) Plumbing HVAC Controls CONTRACTOR GROUP 9:Electrical (includes labor & materials) Electrical CONTRACTOR GROUP 10:Hoists & Cranes (includes labor & materials) Hoist & Cranes END OF DOCUMENT CORCORAN PUBLIC WORKS FACILITY SECTION 002313 - - % " ""' 001113 — ADVERTISEMENT FOR BIDS BID DATE AND LOCATION: Sealed bids will be received at the Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, then publicly opened and read aloud. Bids will be received and stamped -in prior to 2:00 PM local time, March 19, 2013. EXAMINATION OF DOCUMENTS: Bidders may obtain drawings and specifications for the project from Franz Reprographics at the fallowing location: httn: / /www.franzrei)ro.com. Follow link to "Franz Plan Room" for ability to download, order and view plans, and specifications. This link will also provide locations of Builders Exchanges holding plans for contractors to access. Additionally, the bidding documents will be on file and may be examined at the following locations: Minneapolis Builder's Exchange, St. Paul Builder's Exchange, St. Cloud Builder's Exchange, and Mid Minnesota Builder's (Willmar, MN), Reed Construction Data; and the Office of Ebert Construction. PROJECT DESCRIPTION: The Corcoran Pubic Works Facility is new construction located on County Road 19, X mile south of County Road 10, Corcoran, Minnesota. The Public Works base bid includes 12,230 square feet vehicle storage area, 1,790 square feet wash bay, 3,450 square feet vehicle maintenance and storage bay, 1,980 square feet office area, 1,440 square feet and mezzanine storage area. There are five alternates. Alternate #1 includes the addition of 5,220 square foot pre- engineered metal cold storage building. Alternate #2 includes and additional 2,200 square feet additional vehicle storage area. Alternate #3 includes an additional 1,030 square feet to the pre - engineered metal cold storage area. Alternate #4 includes the addition of a #3 ton bridge crane and Alternate #5 includes painting the interior walls and joist /deck of the vehicle storage area. Construction Includes: Earthwork, asphalt pavement, utilities, chain link fence, concrete, polished concrete, structural precast concrete, precast concrete wall panels, masonry, structural steel /misc. steel, carpentry, architectural millwork, waterproofing, air barriers, €PDM roofing, roof screens, joint sealants, steel doors and frames, sectional overhead doors, aluminum entrances, gypboard systems, acoustical ceilings, tile, resilient flooring, carpet, paint, toilet accessories and partitions, window treatment, pre- engineered metal building, cranes, plumbing, HVAC, and electrical.. The Project Will Include: Multiple prime contracts and construction group contracts. Bidders may bid more than one construction group as indicated on the bid form. Bidders bidding more than one contract group (combined bids) must submit their bids in a separate bid envelope correctly labeled and include the correct bid bond requirement. The City Of Corcoran will solicit a RFC, at a later date, to be determined for the following: surveying, well construction, septic system construction, structural testing, landscaping, chain link fence, and office furniture. CORCORAN PUBLIC WORKS FACILITY SECTION 001113 -- -1 001113 — ADVERTISEMENT FOR BIDS BIDDING REQUIREMENTS: Each bidder must comply with the following requirements to reassure acknowledgment recognition of their bids: Bids must be accompanied by bid security in form of certified check, cashier's check, or bid bond in amount of 5% of base bid submitted, made payable to owner, as guarantee that bidder will, if awarded, enter into contract in accordance with contract documents and submitted bid. Submit bid in duplicate on the prescribed form, which is furnished with the specification, with full name and address of the bidder. Completely fill in all blank spaces on the Bid Form, in ink or typewriter, in both words and figures. Sign in longhand, executed by a principal duly authorized to enter into an agreement, If a bidder is a co- partnership, then signatures on the bid shall be by an authorized member of the firm, with names and addresses of each member of partnership. Base bid and all alternate bids shall be stated both in writing and in figures. In all cases, written and numerical figures must agree; otherwise, at Owner's option, It shall be cause for rejection of bid. Complete form without alteration. Submit alternate prices (bid) for either increasing or decreasing the cost as called for on bid form and Description of Alternates. Submit a bid for all alternates. Submit unit prices for: 1. 5,000 CY of Import Fill 2. Unit Price of Sand 3. Class Five CY Price The project includes multiple prime contracts and construction group contracts. Bidders may bid more than one construction group as indicated on the bid form. Bidders bidding more than one contract group (combined bids) must submit their bids in a separate bid envelope correctly labeled and include the correct bid bond requirement. Owner may make such investigations as he deems necessary to determine the ability and responsibility of the bidder to perform the work, and any bidder shall furnish to Owner all such information and data for this purpose, as the Owner may request. Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to complete the Work contemplated therein. The competence and responsibility of bidder will be considered in making an award, including, but not limited to: (1) proof of financial responsibility, (2) quality of similar work, (3) amount of experience with similar projects, (4) facilities, personnel and equipment, (5) reputation for performance, and (6) ability to complete the work within specified time. Owner reserves the right to reject any Bid where there is reasonable doubt as to the qualifications of bidder. CORCORAN PUBLIC WORKS FACILITY SECTION 001113 - -- .2 y 001113 — ADVERTISEMENT FOR BIDS Owner reserves the right to (1) accept bidder's Base Bid only, (2) accept any one or more of bidder's Alternate Bids, in any order regardless of the order in which they were listed, (3) reject all Bids, (4) award contract based on his investigation of bidders, as well as acceptance of alternates, all of which Owner deems to be in his best interest, (5) waive informalities or minor irregularities in bids and waive minor irregularities or discrepancies in bidding procedure. Bids may not be withdrawn within sixty (60 days after the scheduled time of opening bids, without the consent of the Owner. Upon award of the Contract, Contractor shall provide AIA A312 Performance and Payment Bonds in the amount of 100% of Contract Sum in accordance with General Conditions and Amendments to General Conditions. BIDDING DOCUMENTS & SITE REVIEW: Each bidder (including subcontract bidder where appropriate) is responsible to visit the site and to fully inform himself and record his own investigations as to the extent of the Work, the extent of the work performed by other contractors under other construction packages, conditions under which the Work is to be performed, existing streets and roads, conditions of the area, existing utilities and other features, type of soil, available facilities and difficulties that may be encountered in connection therewith, and other relevant items which will affect his bid or the Work. Priorto submitting a bid, each bidder is required to examine all of the bidding requirements, all Contract Documents, all drawings and specifications for the Project (including those primarily for other Subcontracts), contract categories, become thoroughly familiar with the scope of the Project and all factors and items of work which will affect his bid or the Work, whether shown or specified in documents primarily for Work of others, Work of other bid categories, or Work of the Bid Package. No extras will be allowed the Contractor as a result of misunderstanding of the extent of scope of the Work as a result of his failure to study and record his own finding. Submission of a bid shall be proof that such examinations have been made and that bidder has recorded his own investigation and has become thoroughly familiar with all contract documents (including all addenda). The failure or omissions of any bidder to examine any form, instrument, or document shall in no way relieve any bidder from any obligation in respect to his bid. PRE -BID CONFERENCE: A pre -bid conference will be held at 10:00 am on Monday, March 4, 2013, at the Corcoran City Hall. Bidders are responsible for attending and familiarizing themselves with all site conditions. No extras will be allowed because of the bidder's misinterpretation to the amount of work involved, bidder's own error, negligence, failure to examine the site, bid documents and project specifications, or contract group. START DATE: Work may begin after receipt of the signed contract. Pre- construction and submittals work related to the project is to commence immediately after receipt of the signed contract. The work on the premise is anticipated to begin April 15, 2013, weather permitting. Refer to the specifications for work in specific areas that may begin prior to this date. CORCORAN PUBLIC WORKS FACILITY SECTION 001113 — _3 001113— ADVERTISEMENT FOR BIDS SUBSTANTIAL AND COMPLETION DATE: Owner requires work to be substantially complete on or before November 29, 2013 and fully complete before December 15, 2013. Bids shall reflect all cost necessary to meet these schedule requirements. END OF SECTION 001113 CORCORAN PUBLIC WORKS FACILITY SECTION 001113 - -- -4 001113 — ADVERTISEMENT FOR BIDS BID DATE AND LOCATION: The City of Corcoran is requesting sealed bids for the new Corcoran Pubic Works Facility. Bids will be received at the Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. Bids will be received and stamped -in prior to 2:00 PM local time, March 19, 2013. Then publicly opened and read aloud. The Project Will Include: Multiple prime contracts and construction group contracts. Bidders may bid more than one construction group as indicated on the bid form. Bidders bidding more than one contract group (combined bids) must submit their bids in a separate bid envelope correctly labeled and include the correct bid bond requirement. Bids must be accompanied by bid security in form of certified check, cashier's check, or bid bond in amount of 5% of base bid submitted, made payable to owner, as guarantee that bidder will, if awarded, enter into contract in accordance with contract documents and submitted bid.Owner reserves the right to (1) accept bidders Base Bid only, (2) accept any one or more of bidders Alternate Bids, in any order regardless of the order in which they were listed, (3) reject all Bids, (4) award contract based on his investigation of bidders, as well as acceptance of alternates, all of which Owner deems to be in his best interest, (5) waive informalities or minor irregularities in bids and waive minor irregularities or discrepancies in bidding procedure. Bids may not be withdrawn within sixty (60) days after the scheduled time of opening bids, without the consent of the Owner. PROJECT DESCRIPTION: The Corcoran Pubic Works Facility is new construction located on County Road 19,' /< mile south of County Road 10, Corcoran, Minnesota, The Public Works Facility base bid includes 12,230 square feet vehicle storage area, 1,790 square feet wash bay, 3,450 square feet vehicle maintenance and storage bay, 1,980 square feet office area, 1,440 square feet and mezzanine storage area. EXAMINATION OF DOCUMENTS: Bidders may obtain drawings and specifications for the project from Franz Reprographics at the following location: http: / /www.franzrepro.com. Follow link to "Franz Plan Room" for ability to download, order and view plans, and specifications. This link will also provide locations of Builders Exchanges holding plans for contractors to access. Additionally, the bidding documents will be on file and may be examined at the following locations: Minneapolis Builders Exchange, St. Paul Builders Exchange, St. Cloud Builder's Exchange, and Mid Minnesota Builders (Willmar, MN), Reed Construction Data; and the Office of Ebert Construction, BIDDING DOCUMENTS & SITE REVIEW: Prior to submitting a bid, each bidder is required to examine all of the bidding requirements, all Contract Documents, all drawings and specifications for the Project (including those primarily for other Subcontracts), contract categories, and become thoroughly familiar with the scope of the Project. PRE -BID CONFERENCE: A pre -bid conference will be held at 10 :00 am on Monday, March 4, 2013, at the Corcoran City Hail. Bidders are recommended to attend but attendance is not mandatory. BIDDING REQUIREMENTS: Bids must be accompanied by bid security in form of certified check, cashiers check, or bid bond in amount of 5% of base bid submitted, made payable to owner, as guarantee that bidder will, if awarded, enter into contract in accordance with contract documents and submitted bid. BIDDING DOCUMENTS & SITE REVIEW: Each bidder (including subcontract bidder where appropriate) is responsible to visit the site and to fully inform himself and record his own investigations as to the extent of the Work, the extent of the work SUBSTANTIAL AND COMPLETION DATE: Owner requires work to be substantially complete on or before November 29, 2013 and fully complete before December 15, 2013. Bids shall reflect all cost necessary to meet these schedule requirements. CORCORAN PUBLIC WORKS FACILITY SECTION 001113 -- -1 City of Corcoran Project Performance Report Public Works Facility DESCRIPTION ESTIMATE BID CHANGE R GENERAL FUND ESTIMATE AT COMPLETION Legal (land 225,000.00 '.Plarmino & Parcel Search: Landform Wenck Engineering Design Services: Centel Architects /ME /EE /CE 138,000.00 Owners Representative Ebert Construction 125,500.00 Overhead /Clerical /Adminstration 109,933.00 Improvement: Bids Contractor #1 Earthwork & Paving 529,175.00 Contractor #2 Precast walls & plank 310,000.00 Contractor #3 Concrete/masonry 361,000.00 Contractor #4 Structural steel 224,000.00 Contractor #5 General carpentry/doors /Misc. 360,720.00 Contractor #6 Roofing /sheet metal 205,400.00 Contractor #7 Fire protection 205,850.00 Contractor #8 Plumbing /HVAC 475,000.00 Contractor #9 Electrical 158,000.00 Contractor #10 Hoist /cranes Alt #4 Quotes Quote #1 Well 25,000.00 Quote #2 Trees 10,000.00 Quote #3 Fencing & Gates 28,500.00 Quote #4 Materials Testing 19,400.00 Quote #5 Irrigation 10,000.00 Quote #6 Septic 25,000.00 Quote #7 Landscaping 12,300.00 Quote #8 Construction Survey 10,000.00 RFP County Road 19 turn lane 100,000.00 Misc. Directly Paid Cost Permits, Dumpsters, etc 106,600.00 Contingency Base Bid Subtotal 3,774,378.00 Alternates Alt #1 Pre-Engineered Metal Building 160,400.00 Overhead /Clerical /Adminstration 4,81200 Alt #2 24' Vehicle Storage 127,000.00 Overhead /Clerical /Adminstration 3,810.00 Aft #3 24' Cold Storage 37,300.00 Overhead /ClericaUAdminstration 1,119.00 Aft #4 Crane 32,000.00 Overhead /Clerical /Adminstration 960.00 Ah #5 Paint Vehicle Storage 27,000.00 Overhead /Clerical /Adminstration 810.00 Project Total 4169,589.00 Base Bid and Ait#1 3,939,590.00 Base+ A11111Omit County Road Turn Lane 3,839,590.00 Base+Ak #1 +Omit Turn Land +Alt#4 3,872,550.00 Note: Bond issuance= Administrative costs = Net Revenue= 10d. Wenck TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E. DATE: February 7th, 2013 SUBJECT: TIF Project List 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 1.0 Background The Council requested a basic summary of projects eligible for TIF funding as a continuation of the 2013 goal - setting discussion held on January 24th meeting. The four projects discussed are presented below. The project's impacts vary from necessary planning (transportation network) to property acquisition for realignment, to infrastructure for tax base increase. Staff is requesting direction on next steps. 1.1 Financial Performance Report Staff compiled a performance report showing the available funds that are estimated through 2013. The fund are classified as estimates due to unknown amounts in tax receipts but provide an excellent background for potential 2013 uses, or amounts available upon decertification. Tammy Omdal and the auditor Andy Berg were consulted on reporting formats, reconciling the amounts in the 5- year financial plan, and the performance report. Overall the report shows there is $2.1M at year end 2013 for TIF. 2.0 Phase 2 Sewer and Water The project would extend sewer and water to the City Park area. Sewer requires installation of a lift station with forcemain along the north side of CR 10 /CR50 to the manhole along CR 116. Water route has yet to be determined, but there is a 10 -foot separation needed per Mn Department of Health regulations. This may put the final alignment on the south side of CR 10150, requiring "cased" crossings at CR50, CR 116, and CR 10. The project is feasible from an engineering perspective, however is "tight" with respect to ROW and utilities. A gross estimate of $500K can be used for the combined sewer and water project. 3.0 Downtown Sewer and Water The prior feasibility studies have given the range from lowest to highest cost projects.The numbers below include the lift station and water to the park (see paragraph 2.0 above). o Low Pressure Sewer and Water $1,062,000 (No street reconstruction, 35 connections) o Gravity Sewer with Water with 24 ft. road $1,965,000 (Ditches are the stormsewer conveyance, 44 connections) o Gravity Sewer and Water with 32 ft. road $2,293,000 (Curb and gutter and stormsewer, 44 connections) 4.0 Intersection District Properties Two properties are potential acquisitions, with the one remaining household along the north side of CR10 excluded from the discussion. Taxable value was given as $107K, demo cost at $27K for a total of $134K. Including costs for abatement, appraiser, legal, Phase 1 Environmental Site Asessment, etc. result in a range of $150K to $175K for the acquisition. 5.0 "Official Map" for Transportation Wenck met with the County on Thursday the 7th to discuss long term planning process for the "downtown" area in relation to CR 10/ CR 50 / CR 116 roadways. The County recommended following a similar process as Maple Grove for the Bass Lake Road corridor which was led by Maple Grove. The Bass Lake Corridor planning process occurred several years prior to actual construction. Major planning efforts for a Corcoran led project would involve: Planning and Preliminary Design Some planning was completed two years ago as the Council reviewed options for TIF- funded projects. Comprehensive Plan land uses were utilized to project traffic volumes and review alternate road alignments (see attached). The preliminary plans were shared with County staff and building off of this information, the current process would: Planning and Preliminary Design • Updating traffic projections • Establishing preliminary plan and layout for County Road 10150 including the typical roadway cross sections • Estimate corridor ROW widths based on the specific cross sections (including utilities) • Establishing design criteria (design speed, adjusting curves, etc.) • Intersection and signal needs • Complete preliminary geometric design • Individual access management meetings • Turnback timeline for CR 10 o Some minor improvements on CR 10 maybe a condition of the turnback. Public Meetings • Open houses (community) • Access Management Workshops • Public Hearings • Planning Commission and Council discussions Environmental Review • Complete an Environmental Assessment (wetlands, historical buildings, etc.). Official Map The "official map" would be adopted by the County and City as the overall master roadway plan for the area. The benefits to the City are a comprehensive official control of the future roadway network in the area. The process will take approximately two years, and is heavily dependent on City effort. We have not prepared a detailed scope of work or cost at this point. A general estimate at this time could include: Corridor Planning - $25K Preliminary Geometric and Intersection Design - $75K Public Meetings - $ l OK to $20K Environmental Review - $30K Official Map Preparation and Adoption Process - $25K The amount of County staff assistance (ROW and surveying) and public involvement will certainly influence costs. CITY OF CORCORAN 2/7/2013 TIF PERFORMANCE REPORT 2009 2010 2011 2012 2013 Actual Actual Actual Actual Estimated Beginning Balance 2,304,263 2,639,567 2,874,396 2,986,095 1,366,604 Revenue Notes Line Item Total Taxes 295,865 300,618 287,513 284,149 275,000 1 1,443,145 Miscellaneous 35,340 270,000 2 305,340 Interest Earned 64,268 35,693 20,655 10,613 5,000 136,229 Expense Professional Services 24,829 101,482 195,869 375,742 3 697,922 Improvements 600 1,573,616 60,000 4 1,634,216 Miscellaneous 235 235 Ending Balance 2,639,567 2,874,396 2,986,095 1,366,604 2,126,604 Notes: 1 Low estimate of 2013 revenues 2 Maple Grove and MCES reimbursement amounts 3 Professional Services were 25% of 2012 expenditures 4 Remaining retainage on contract ($58K) CITY OF CORCORAN I �I � Wenck I JUNE 2010 Downtown Alignment Wenck Associates,inc. 1800 Pioneer Creek Center Figure 1 g Environmental Engineers Maple Plain, MN 55359 -0429 CITY OF CORCORAN I 6�iA Wenck JUNE 2010 r Larkin Road Alignment Wreck Associates, Inc. 1800 Pioneer Creek Center Figure 2 I g Environmental Engineers Maple Plain, MN 55359 -0429 City of Corcoran, 8200 County Road 116, Corcoran, MN 55340 Web: www.ci.corcoron.mn.us Email: general @ci.corcoran.mn.us Phone: 763 - 420 -2288 Trail Haven Road Improvement Information Dear Resident, The Corcoran City Council asked that an informational letter be prepared for residents of Trail Haven Road, Treeline Drive, and Foxline Drive who may be affected by a potential road improvement project. This letter briefly summarizes the project's history, presents cost estimates and assessment options, and announces opportunities to ask questions and provide opinions regarding the project. Project History The Trail Haven Road Improvement Project proposes widening and paving this collector road between County Road 10 and County Road 30. The project also proposes similar improvements for two neighboring roads, Treeline Drive, and Foxline Drive. Cost estimates and potential assessment values for improving all three roads were presented to residents at an August 22, 2012, neighborhood meeting at City Hall. About one -third of impacted properties were represented at that meeting. Because some residents attending the meeting considered the proposed assessment values too high, the City Council asked its engineering staff to recalculate the project costs and assessments to improve Trail Haven Road only. The recalculated values were presented at the September 27, 2012, Council meeting. The estimated costs and assessed values for both potential projects are presented on the next page. Trail Haven Road improvements are eligible for municipal state aid funding (MSA). The MSA funds and potential assessment revenues for this improvement would exceed the cost of the project, with the balance PROJECT SURVEY ber 2012 The Corcoran City Council encourages all residents potentially affected by this road improvement project to complete the survey on the following page. Please return your survey to Corcoran City Hall by mail or in person by DATE. Information from the surveys will be compiled and summarized for presentation at the DATE City Council meeting. If you have questions about the project or the survey, please call City Hall at 420 -2288 or City Engineer Vince Vander Top at 763 - 479 -5124. to be directed to improving other roads in Corcoran that are not eligible for state aid. Benefitting properties on other roads would also be assessed. If the cost of the Trail Haven project is prohibitive to its residents, the City Council will consider using state aid to improve other eligible roads while seeking alternative solutions for Trail Haven. Please take advantage of the opportunities to ask questions and share your opinions about these potential improvements. (See box above.) Your feedback is important in guiding the Council's decisions. Trail Haven Road Improvement Information, November 2012 Trail Haven Road Improvement Survey All residents potentially affected by this project are encouraged to return this survey to Corcoran City Hall by DATE. Please include your address so staff can determine how many residences have responded. If you have questions about the survey or the project, please call City Hall at 420 -2288 or City Engineer Vince Vander Top at 763 - 479 -5124. Project Options and Cost Estimates The City has not yet authorized the design or construction of road improvements, but it seeks feedback about the two potential projects described in this letter and summarized below. Potential improvement project Trail Haven, Foxline, and Treeline Trail Haven Only Estimated cost $1,105,000 $695,000 $12,750 on Trail Haven $12,750 on Trail Haven Potential assessment per lot equivalent $15,950 on Foxline or Treeline $3,200 on Foxline or Treeline Approximate annual cost per lot equivalent on Trail Haven $1 ,338.75 (yr. 1) to $672.56 (yr. 20) $1,338.75 (yr. 1) to $672.56 (yr. (over 20 years at 5.5% interest) 20) Approximate annual cost per lot equivalent on Foxline or $1,674.75 r. 1 to $841.36 r. 20 (y ) (y ) $336 r. 1 to $168.80 r. 20 ) (y ) (y Treeline (over 20 years at 5.5% interest) Appraised Benefit The City hired William Waytas, a professional real estate appraiser with Nagell Appraisal and Consulting, to give a professional opinion regarding sustainable assessments for properties along Foxline /Treeline and Trail Haven. Mr. Waytas' report identifies an average benefit and therefore sustainable assessment could be set around $15,000 to $20,000 per property. Survey Address: Ak ❑ I favor improving Trail Haven, Foxline, a at the assessed values in the table above. ❑ I favor improving only Trail Haven at the assessed values in the table above. ❑ I favor improving Trail Haven, Foxline, and Treeline at an assessed value of $ ❑ I favor improving only Trail Haven at an assessed value of $ ❑ I favor no improvements ❑ Other (please explain): Questions, comments, suggestions: * An assessment value too far below the figures in the table may not be feasible. per lot equivalent.* per lot equivalent. * COOPERATIVE TRAILHEAD AGREEMENT between the City of Corcoran and Three Rivers Park District This Agreement, made and entered into this day of , 2012 by and between Three Rivers Park District, a political subdivision of the State of Minnesota, hereinafter referred to as "Park District" and the City of Corcoran, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the "City ". Whereas, Park District is a political subdivision of the State of Minnesota authorized by statute to acquire, establish, operate and maintain regional recreational facilities including regional trails, and Whereas, City has a identified public need for a Regional Trailhead on the Lake Independence Regional Trail to provide access for City residents wishing to use the regional trail; and Whereas, Park District has identified a public need for a Regional Trailhead with public parking, restroom(s) and drinking water along the Lake Independence Regional Trail within the City; and Whereas, City will be developing a Public Works facility adjacent to the Lake Independence Regional Trail within the City; and Whereas, City has offered the Park District an opportunity to participate in the development of a Regional Trailhead (the "Trailhead ") as part of the development of the Public Works facility as described in attached Exhibit A; and Whereas, City is able to obtain land suitable for development of the Trailhead; and Whereas, City has expressed its interest in designing and constructing the Trailhead located within the City; and Whereas, Park District desires to cooperate with the City to develop the Trailhead by reimbursing costs of acquisition and development of the Trailhead adjacent to the Public Works facility; Now Therefore, in consideration of the mutual covenants herein, and other good and valuable consideration, the sufficiency of which is hereby acknowledged, City and Park District agree as follows: 1. Trailhead Definition and Purpose. The Trailhead is defined as including a structure of approximately 200 sq. ft., parking for five (5) vehicles, one (1) van accessible parking stall, a unisex restroom with sanitary sewer connection, a potable drinking water source, and a 10 -foot wide paved trail connection to the regional trail. The Trailhead shall be open to the general public. 2. Design and Scope. The City will prepare all required design and construction documents and specifications for the proposed Trailhead project. Park District shall have the right to review and suggest reasonable modifications to said design documents prior to the project going to bid. Any work outside the Trailhead Definition(" Extra Work ") shall be at the Park District's expense. Any such Extra Work shall be agreed upon by the City and Park District prior to any construction, the Park District will not be a party to any construction contract for the project. City shall coordinate and obtain all necessary permits and approvals to construct, operate and maintain the Trailhead. Acquisition, Construction and Reimbursement. City will coordinate and acquire additional and /or necessary land adjacent to the Public Works facility for placement of the Trailhead. Park District will reimburse City for all associated acquisition costs, including attorney and filing fees. City will retain ownership of the acquired land and the Trailhead structure. City will administer the Trailhead construction contract and coordinate all inspections of the construction contract work. Park District shall have the right to enter the jobsite and make any inspections deemed necessary and shall cooperate with City staff, but Park District will have no responsibility for the supervision or direction of the work. Park District will reimburse the City 100% of the acquisition cost, and 100% of the construction costs for the Trailhead, up to a total combined maximum of $110,000. Any Trailhead costs in excess of $110,000 shall be the responsibility of City unless amended pursuant to paragraph 3. Payment will be made upon City delivery of a Certification of Occupancy to the Park District. 4. Winter Use. This Agreement places no obligation on the City to keep the Trailhead open for winter use. 5. Maintenance and Operation of Trailhead. City will be responsible for repair, maintenance, and upkeep of the Trailhead and shall be responsible for all costs related to such activities. City shall be responsible for establishing maintenance standards for the Trailhead, subject to Park District approval which shall not be unreasonably withheld. City shall be responsible for operating the Trailhead, including opening and closing the restroom at reasonable times on weekdays and weekends. Utilities. City shall at all times retain the right and obligation to maintain, repair or replace any utilities and related facilities in, on, or under the Trailhead. Indemnification. City and Park District each shall indemnify, defend and hold harmless the other from any loss, liability, cost, damage and claim arising from any act or omission on the part of its officers, employees, agents, contractor or representatives in connection with the use, occupancy, development, operation, maintenance and repair of the Trailhead, including any attorney fees and expenses incurred in defending any such claim. Nothing herein shall change or otherwise affect the liability limits established under Minn. Stat 466.04, as amended. The liability limitations established in Minn. Stat. 446.04 shall apply to undertakings pursuant to this Agreement, and no individual or entity may seek to increase recovery beyond the statutory amounts set forth in Minn. Stat. 466.04 by attempting to aggregate the statutory amounts applicable to the Park District or the City. 8. Successor and Assigns. The Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns, provided, however, that neither City nor Park District shall have the right to assign its rights, obligations and interests in or under this Agreement to any other party without the prior written consent of the other party hereto, which may be withheld in the sole discretion of such other party. 9. Amendment, Modification or Waiver. No amendment, modification or waiver of any condition, provision or term of this Agreement shall be valid or of any effect unless made in writing and signed by the party or parties to be bound, or its duly authorized representative. Any waiver by either party shall be effective only with respect to the subject matter thereof and the particular occurrence described therein, and shall not affect the rights of either party with respect to any similar or dissimilar occurrences in the future. 10. Saving Provision. If any provision of the Agreement shall be found invalid or unenforceable with respect to any entity or in any jurisdiction, remaining provisions of the Agreement shall not be affected thereby, and such provisions found to be unlawful or unenforceable shall not be affected as to their enforcement or lawfulness as to any other entity or in any other jurisdiction, and to such extent the terms and provisions of this Agreement are intended to be severable. 11. Term. This Agreement shall remain in effect and binding on the parties until the earlier of: (i) the date that the Park District operations of the Regional Trail in the area of the Trailhead ceases: (ii) the date on which the restrooms need to be replaced as determined by City and Park District. This Agreement shall be terminated by the mutual consent of the parties at anytime subject to the formalities contained in Section 9 above. 12. Rights and Remedies Cumulative. THE rights and remedies provided by this agreement are cumulative and no right or remedy at law or in equity which either party hereto might otherwise have by virtue of a default under this Agreement nor the exercise of any such right or remedy by either party will impair such party's standing to exercise any other right or remedy. 13. No Agency. Nothing contained herein and no action by either party hereto will be deemed or construed by such parties or by any third person to create the relationship of principal and agent or a partnership or a joint venture or any other association between or among the parties hereto. 14. Governing Laws. This agreement will be construed in accordance with the laws of the State of Minnesota. 15. Time is of the Essence. Time is of the essence under this Agreement. Formatted: Left, Indent: Left: 0 ", First line: 0° 16. Enforcement. In the event that either party should bring an action to enforce the terms of this agreement, the prevailing party shall be entitled to recover from the other all of the legal or other expenses of the prevailing party, including reasonable attorney's fees, and to have the same awarded as part of the judgment in the proceeding on which legal expenses and attorney's fees were awarded. 17. Notices. Any notice given under this Agreement shall be deemed given on the first business day following the date the same is deposited in the United States Mail (registered or certified) Postage prepaid , addressed as follows: If to the Park District If to the City: Superintendent Three Rivers Park District 3000 Xenium Lane North Plymouth, MN 55441 -1299 City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 IN WITNESS WHEREOF, Park District and City have entered into this Agreement as of the date and year first above written. CITY OF Corcoran By: Its Mayor By: Its City Administrator STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me on this day of 2010, by and the Mayor and City Administrator of the CITY OF CORCORAN, a Minnesota municipal corporation, on behalf of the City. Notary Public My Commission Expires: THREE RIVERS PARK DISTRICT, A public corporation and political subdivision of the State of Minnesota By: Its Chair — Board of Commissioners By: Its Superintendent and Secretary to the Board STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me on this day of 2010, by and the Chair of the Board of Commissioners and the Superintendent and Secretary of the Board of the Three Rivers Park District, a public corporation and political subdivision of the State of Minnesota, on behalf of the corporation. Notary Public My Commission Expires: EXHIBIT A This page is reserved for design plans. jk� CHITECTS 1. SCOPE OF SERVICES 2. PROJECT FEE CITY OF CORCORAN THREE RIVERS TRAILHEAD FACILITY FEE PROPOSAL Included in our proposed fee, we will provide a complete Architectural design service for the design and construction of the facility including: 1. Schematic Design and Design Development Floor plan and Site plan, Exterior Elevations, Authority Review (Planning Commission, Code Review, Water Shed, etc.) 2. Construction Documents Architectural, Structural, Mechanical and Electrical, and Civil drawings and specifications. 3. Construction Administration Develop addenda during bidding process Construction Review and Observation including construction progress review meetings, shop drawing review and contract administration. Our fee for the total services as outlined above, for the anticipated construction budget of $110,000 up to a budget of $200,000; we propose a total team fee of $16,000 broken down as indicated below with associated deliverables. Architectural: $8,000 Site Plan • Floor Plan One -Two intermediate design meetings • Elevations, Construction Sections and Details • Planning submittal Code Review • Project Specifications Manual • Construction Administration with a Construction Manager Structural: $2,000 • Foundation plan • Roof Framing plan Construction details and Schedules Mechanical: $2,000 Underground plumbing and utility connection • Plumbing Plan • Riser Diagrams and Schedules • Project Specifications Manual Electrical: $2,000 • Lighting and Power Systems plan Schedules • Project Specifications Manual Civil: $2,000 Site Grading and Utility Plan Site and civil details This fee includes meetings with the city, Three Rivers, planning and code review where indicated in the deliverables. A'Wt February 5, 2013 CITY OF CORCORAN jk� CHITECTS 3. SCHEDULE 4. EXCLUSIONS 5. ADDITIONAL PROJECT CONDITIONS 6. HOURLY RATES 7. CONCLUSION CITY OF CORCORAN THREE RIVERS TRAILHEAD FACILITY FEE PROPOSAL The anticipated time to complete this work pending information from the city and the park district, and anticipated work load is 4 -5 weeks. Items excluded from this fee: Well and Septic Design • Fire Suppression (not anticipated to be required at this facility) • Bidding Administration (by Construction Manager) • Special Inspections • Additional Survey Soil testing • Three Rivers Trail expansion or reconstruction The fee proposed shall be representative of a wood frame or Masonry structural wall and wood framed roof structure building with all necessary equipment for the intended use, site design including parking layout, grading and any utility design. Should there be any changes in overall scope to the project during the course of design or construction to include work not detailed in this proposal and the executed agreement, we would work with the city on an hourly basis or propose an additional quoted fee for those services. Architectural, Oertel Architects, Ltd. Jeff Oertel, Project Manager $135.00 Andrew Cooper, Project Architect $95.00 Civil Engineering, WSB Engineering Tom Voll, Lead Civil Engineer $130.00 Structural Engineering, Darg, Bolgrean and Menk Harry Menk, Lead Structural Engineer $120.00 Mechanical Engineering/ Fire Protection, Paulson & Clark Engineering Rob Lowe, Lead Mechanical Engineer $130.00 Electrical Engineering, Paulson & Clark Engineering Dan Paulson, Lead Electrical Engineer $125.00 Thank Yu for you consideration and don't hesitate to contact me with any additional questions or concerns. Sincerely, 4Z e--7- Andrew Cooper — Oertel Architects. Ago- February 5, 2013 CITY OF CORCORAN STAFF REPORT / POLICE DEPARTMENT Agenda Item 8a. Council Meeting: Prepared By: January 24, 2013 Chief Sean Gormley Topic: Action Required: Hamel / Loretto Fire Service Merge Update Information Only Background- December 2011, Emergency Services Consulting International presented their findings on Opportunities for Collaborative Efforts Feasibility Study for Hamel Volunteer Fire Department, Inc. and Loretto Volunteer Fire Department, Inc. Discussion- Fire Chief Jeff Leuer from Loretto Fire Department provided the following time line reference the $26,500 grant awarded to Hamel and Loretto Fire Department. Emergency Services Consulting was hired to administer the grant. They are meeting on January 31St, 2013 with both agencies to begin the process. Three areas will be implemented over the course of 4 months. 1. Develop Shared Standard operating Procedure /Guidelines. 2. Develop a Shared Safety and Health Program. 3. Develop a Shared Training Program. The first 2 items will be completed within the 4 months. The training will take effect January 2014. Financial Impact- None Attachments — None Recommendation- I feel confident with ESCI that progress will be made. I think it would be beneficial to have the fire chiefs report on the progress in April when the present their annual reports. Information Only CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E -mail - general @ci.corcoran.mn.us /Web Site - www.ci.corcoran.mn.us Applicant: Patrick Hank & Donita Properties 9425 Trail Haven Rd Corcoran MN 55340 Work 612- 282 -9477 Fax Home 763 - 494 -3290 Statement Date ESCROW Statement Date 07 -006 Prelimary Plat & Final Plat Application for: Donita Properties Doanld & Rita Pouliout 6628 Pioneer Trail Loretto MN 55357 612- 877 -5328 Fax: 612- 877 -5999 Invoice Date Transactions Account Balance 5/22/07 Escrow Payment $5,000.00 8/23/07 Hank - Gartner Eng ($1,191.19) 8/23/07 Hank - Bonestroo ($232.00) 9/13/207 Hank - Bonestroo ($464.00) 9/27/2007 Hank - Gartner Eng ($926.25) 10/11/07 Hank - Bonestroo ($116.00) 12/5/07 Hank - Ratwik ($169.00) 12/5/07 Hank - Gartner Eng * ($623.38) 10/25/07 Hank- Gartner Eng * ($814.36) 2/8/08 Ratwik ($25.00) 8/9/08 Hank - Bonestroo - 160014 ($703.02) 9/17/08 Hank - Gartner Eng ($23.75) 9/26/2008 Hank - Bonestroo - 160987 ($116.00) 9/5/2008 Escrow Refund ck# 15506* ($275.00) 10/23/08 City Paid Hank Escrow Money owed ($435.41) 10/13/11 Balance to Banyon $0.18 10/25/2011 Transfer from 07 -006 Donita Driveway 334.36 ($779.82) 10/17/07 - on file with bank CD payable to City of Corcoran for $16,000.00 10/19/07 - $15,050.00 deposit on file ( Donita $9782.50 and Pouliot $5267.50) 10/13/2011 Transaction not recorded in escrow schedule ADMINISTRATOR'S REPORT Agenda Item No. 11 b. Council Meeting: Prepared By: February 14, 2013 Dan Donahue, Administrator Topic: Action Required: Recycling Program and Rate Change; Direction Yard waste Option Discussion Policy: City is required to provide household recycling; yard waste service is voluntary Budget Impact: None if council passes along rate increase to residential recycling households Summary: The city is in the second year of the three year contract for Recycling Services with Randy's Environmental Services. The contract started with a cost to the city of $2.95 /month /household. The contract calls for an increase of a $.10 per year for years 2013 and 2014. The city has assessed each residential property $33 per year. This amount has been in effect since 2010. With the increase of actual cost and required payment to Randy's by the city from $35.40 /year /household to $36.60 /year /household, the question is how much should the city be subsidizing for the service? Staff recommends that since there has not been an increase to residents in three years that the assessment this year is increased to $34.50. The council had asked staff to come back this year with information on adding Yard Waste collection to recycling service available to residents. There are three options for having this service available to residents: 1. The city contracts with the Maple Grove Yard Waste Facility. In your packet is a letter addressed to me indicating that the service would be available at a cost of $9.94 /year /household. This cost would be paid by the city and I assume passed on to residents in the amount to be assessed annually. Problem with this option is that the cost would be based on all households in the city -all or nothing. 2. The residents contract with their individual garbage hauler for yard waste collection. Problem is that few of the haulers provide the yard waste option. Randy's (the largest hauler) does offer the service (see the information sheet in you packet from Randy's). The other biggest hauler in the city is Waste Management. In talking with them, they do not offer the option. So, this option is not open to all residents. 3. Take the yard waste by the resident to the facility in Maple Grove. Any resident can bring their yard waste to this facility but it is costly (see the cost breakdown in your packet). Administrator's Report— Agenda Item 11b, February 14, 2013 Council Meeting Page 2 Recommendations 1. Authorize the increase in the annual Recycling Fee from $33 /year /household to $34.50 /year /household. 2. Decline at this time to contract for yard waste collection. Most resident simply would not use the service but rather burn or compost. With large lots in the city, burning is or seems to be the preferred method of disposal. The coming of higher density developments (average of three houses per acre), will curtail this burning option. County Mandated Recycling Program Corcoran Existing Recycling Contract for Services in 2012 -2014 Recycling Program Prior to 2012 Contract with Waste Management expired in 2011 Monthly cost to contractor $2.97/HH Resident paid $2.75 /month or $33 /year (since 2010) City subsidizes each household $.22 /month or $2.64 /year Total yearly cost to city budget was about $5,264 City receives about $14,500 yearly from Hennepin County Current Contract Randy's Inc. is contract vendor Cost structure to vendor 2012 - $2.95 /month 2013 - $3.05 /month 2014 - $3.15 /month City charged residents $2.75 /month or $33 /year (since 2010) r City in 2012 subsidized $.20 /month or $2.40 /year . What is plan for 2013? Proposed 2013 Fees and Options Fee to vendor is $3.05 /month or up $.10 from 2012 If city did nothing but kept charge to resident at $33 /year, city cost would increase from $4,560 /year to $6,840 /year or $2,280 Recycling cost budget in 2013 is $69,000 ■ Staff proposes that cost to residents increase to $34.50 Yard Waste Option Many residents have asked the city to provide yard waste depository services A municipal yard waste facility is located in Maple Grove and Corcoran could contract for residents to use facility Neighboring cities costs are approximately $6.10 /year /household and up Is there interest in pursuing this option? This would cost residents and extra $.50 to $.75 per month. City of Corcoran HENNEPIN COUNTY, MINNESOTA CONTRACT FOR RESIDENTIAL RECYCLING SERVICES This Contract is made as of the First Day of January, 2012 and is by and between The city of Corcoran, a government entity,and Randy's Sanitation, Inc. of 4351 U.S. Hwy 12 SE PO Box 169 Delano, MN 55328. ( "Contractor ") The City and Contractor agree as follows: SECTION 1. PURPOSE: The purpose of this Contract is to establish a recycling project for the collection of recyclable materials from residents of the City. SECTION 2. DEFINITIONS: " RECYCLABLE MATERIALS" means newsprint, corrugated cardboard, glass, aluminum, steel and "tin" cans, plastic containers and lids #1 through #5. and other materials as mutually agreed upon by the City and Contractor. SECTION 3. SERVICES TO BE PERFORMED: A. Bi- Weekly with alternating week schedule as agreed between contractor and Corcoran, the contractor shall collect all recyclable materials for collection from residents in the City commencing on January 3, 2012, and continuing as agreed upon for every month during the term of this Contract. B. The Contractor shall not be required to make regular collections on State of Minnesota legal holidays; provided, however, that collection shall occur on the routes reasonably in advance thereof or thereafter so that the monthly schedule shall be completed regardless of a holiday. SECTION 4. TERM OF CONTRACT: A. The term of this Contract shall be January 1, 2012 through December 31, 2014. B. Contract may be re -bid or re- quoted at the end of the contract. SECTION 5. PREPARATION FOR COLLECTION: A. All occupants of residential properties in the City who participate in the recycling project will be directed to separate and store recyclable materials in containers provided by the City. B. Participants shall be advised that containers in which recyclable materials have been stored shall be placed upon the boulevard area of the street in front of the homeowner's residence for collection. Containers shall be placed for collection by 6:00am on the scheduled day of collection. C. All recyclable materials placed for collection shall be owned by and be the responsibility of the occupants of each residential property until said materials are handled by the Contractor. Upon handling of the containers and recyclable materials by the Contractor, the recyclable materials become the property and responsibility of the Contractor. SECTION 6. CONTRACTOR'S EQUIPMENT: A. All vehicles used by Contractor in picking up the recyclable materials from the residential properties shall be painted and marked uniformly and shall be identified on both sides of the cab. Broom and shovel in good usable condition shall be placed and maintained on each truck. B. The Contractor shall make all collections of recyclable materials in vehicles with closed tops on the load portion of the trucks so that contents will not spill, blow out or leak there from. All of the contractor's receptacles and vehicles shall be kept clean and as free from offensive odors as possible and shall not be allowed to stand in any street or other place longer than is reasonably necessary to collect recyclable materials. C. The Contractor shall keep all equipment used in the performance of the work required by this contract in good operating condition and in a clean, sanitary condition and shall thoroughly wash each vehicle at least twice each month or before each collection unless the same has not been used Page 1 since the last washing thereof All of the Contractor's equipment is subject to periodic inspection by the City. SECTION 7. CONTRACTOR'S OPERATIONS: A. The Contractor shall establish and maintain an office staffed and capable of accepting complaints and customer calls. The office shall be in service during the hours of 8:00am and 5:00pm Monday through Friday. Any changes in address and telephone number of the office shall be given to the City in writing at least ten working days prior to such change. The address of the office as of the execution of this contract is 4351 U.S. Hwy. 12 SE PO Box 169 Delano, MN 55328. The telephone number is 763 - 972 -3335 B. Complaints on service will be taken and collected by the City in addition to those received at the Contractor's office. The City will notify the Contractor of all complaints it receives. The Contractor is responsible for all corrective actions. A record of all such complaints and the action taken thereon shall be kept by the Contractor and reported monthly to the City. All complaints shall be answered by the Contractor courteously and promptly. C. Whenever the City or a resident participant notifies the Contractor of locations which have not received scheduled service, the Contractor is required to service such locations before 7:00pm of the same day if notified prior to noon. When notified after noon, the Contractor shall service such locations not later than 12:00pm of the following day. D. The Contractor's employees shall handle all containers with reasonable care to avoid damage, shall replace all containers in an upright position and shall immediately clean up and dispose of any recyclable materials which may have fallen out of a container. E. The performance of the contract shall be done by Contractor with staff which are adequate to insure the satisfactory collection and disposal of the recyclable materials at all times. Contractor's failure to perform shall not be excused by adverse conditions of weather, breakdown, and similar hindrances which on other work might be regarded as "acts of providence ". F. The Contractor shall certify that the materials collected are delivered to a recycling processing center. Materials found to be land filled will be in violation of this Contract and cause the City to consider termination of this Contract. SECTION 8. COMPENSATION: The City will compensate the Contractor at the rate of $ 2.95 per household per month for the collection of recyclable materials from all City residents. The rate will increase $.10 in year two and an additional $.10 over that in year three. Contractor to provide on site Document Destruction services to the City owned buildings at no charge. Maple Hills Estate is required to negotiate independently with recycle hauler and will not be billed to or by the City. SECTION 9. FILING OF REPORTS: The Contractor shall submit a monthly summary of recycling tonnages. Monthly summaries shall be submitted no later than the 15th day of the month following the month for which the report is submitted. SECTION 10. ACCES TO RECORDS: The Contractor shall permit the City to review its books, documents, papers, and records which are directly related to the performance of this Contract for the purpose of making an audit, and other examinations deemed necessary by the City. SECTION 11. INSURANCE: Prior to the commencement of this Contract, the contractor shall furnish the City Certificates or copies of the following policies of insurance, approved by the City Attorney, showing that such insurance is in force. All endorsements shall apply to both bodily injury or death and property damage coverage. A. Comprehensive General Liability Insurance insuring against liability for bodily injury of death, in the sum of $1,000,000.00 for any one person and in the sum of $1,000,000.00 for two or more persons in the same occurrence, and for damages to property in the sum of $1,000,000.00 B. Workers' Compensation Insurance and Employers' Liability Insurance as required by law. C. Automobile Liability and Property Damage Insurance, including coverage for non -owned and hired vehicles, in limits as for Comprehensive General Public Liability Coverage stated above. Page 2 D. Contractor shall have a valid Hennepin County Recycling License and meet all county and state requirements for recycling. No policy shall contain any provisions for exclusions from liability other than provisions for exclusion from liability forming part of the standard basic un- amended and un- endorsed form of policy, except that no exclusion will be permitted in any event if it conflicts with a coverage expressly required in this contract, and in addition, no policy shall contain any exclusion from bodily injury to, or sickness, disease or death of any coverage under the contractual liability endorsement of the liability of the Contractor under this Contract. Compliance by the contractor with the fore -going requirements to carry insurance and furnish certificates shall not relieve the Contractor from liability assumed under any provisions of this Contract. SECTION 12. INDEMNIFICATION: The Contractor shall indemnify and hold harmless the City and its officers, agents and employees from and against all claims, damages, losses or expenses, including attorney fees, for which it may be held liable, arising out of or resulting from the assertion against them of any claims, debts or obligations in consequence of the performance of this Contract by the Contractor, its employees, agents or subcontractors. SECTION 13. TERMINATION: The City shall have the right to terminate this contract prior to the expiration of its term if in the City's opinion, there has been a breach of its terms by the Contractor. SECTION 14. PENALTIES AND DAMAGES: A. Failure by the Contractor to perform under this Contract, may result in its termination and/or claims by the City for damages. B. In the event of breach of this Contract, or proven negligence by the Contractor, the Contractor agrees to pay, in addition to the actual damages sustained by the City as a result thereof, the reasonable attorney's fees incurred by the City in pursuing any of its rights under this contract. SECTION 15. SUCCESSORS AND ASSIGNS: The Contractor binds itself, its successors, executors, administrators and assigns to the City in respect to all covenants of this Contract, except that the Contractor shall not assign or transfer any part of its interest in this Contract nor shall the Contractor assign any monies due, or to become due, without the City's written consent. SECTION 16. AMENDMENT, MODIFICATION OR WAIVER: No amendment, modification, or waiver of any condition, provision, or term of this Contract shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by its duly authorized representative, and specifying with particularity the extent and nature of such amendment, modification, or waiver. Any waiver by any party of any default of another party shall not affect or impair any right arising from any subsequent default. SECTION 17. SEVERABLE PROVISION: Each provision, section, sentence, clause, phrase, and work of this Contract is intended to be severable. If any provision, section, sentence, clause, phrase, or word hereof is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of this Contract. SECTION 18. ENTIRE CONTRACT: This Contract contains the entire understanding of the parties hereto with respect to the transactions contemplated hereby and supersedes all prior agreements and understanding between the parties with respect to such subject matter. No representations, warranties, undertakings, or promises, whether oral, implied, written, or otherwise, have been made by either party hereto to the other unless expressly stated in this contract or unless mutually agreed to in writing between the parties hereto after the date representations, agreements, or understandings not expressly set forth herein. SECTION 19. CAPTIONS, HEADINGS OR TITLES: Page 3 All captions, headings or titles in the paragraphs or sections of this Contract are inserted for convenience or reference only and shall not constitute a part of this contract as a limitation of the scope of the particular paragraphs or sections to which they apply. IN WITNESS WHEREOF, the parties hereto have executed this contract the day and year first above written. This Contract shall be effective solely upon the signing of both the city of Corcoran and Contractor. CITY: CITY OF CORCORAN CONTRACTOR: Randy's Sanitation, Inc. By: By: Its Chairperson Date Randy or Sandy Roskowiak Date Owners of Company Attest: Corcoran City Clerk/Treasurer Date Page 4 MAPLE GROVE YARD WASTE DROP -OFF SITE 14796 101" Avenue North I Maple Grove, MN 55369 1 Phone: 763.420.4400 or 763.420.4886 -2010 SEASON - Open from April 1st - November 30th, 2010 Closed: Memorial Day May 31st Independence Day July 4th Labor Day September 6th Thanksgiving November 25th Hours of Operation: Monday through Saturday 8:00 AM - 7:00 PM Sunday 12:00 Noon - 7:00 PM Open without charge to residents of: Maple Grove Brooklyn Center Dayton Brooklyn Park Champlin New Hope Crystal *Residents can bring brush up to 10" in diameter. City has a contract up to 10 ". *We are an authorized site to receive ash trees that have been infected with the Emerald Ash Borer. *Cash or Check Only at MG Yard Waste site. Checks payable to: MG Yard Waste or Lynde & McLeod. Also open to residents of other cities and commercial customers at the following fee: *Minimum Charge -$4.00 *April - May - Grass, Leaves, Brush $ 7.50 cu yd *June - September - Grass $14.00 cu yd *October - Noveml *April - November *April - November *Square Bales of Hay *33 Gallon Trash Bags *Extra Large Trash Bags - Leaves, Brush $ 7.50 cu yd er - Grass, Leaves, Brush $ 7.50 cu yd - Sod & Dirt $17.00 cu yd - Aggregate (Under 2 ") $17.00 cu yd = $2.00 ea — No round bales = $1.00 ea (June -Sept $2.00 for grass) = $1.50 ea (June -Sept $2.50 for grass) *Periodically, mulch or dirt will be available to residents free of charge. Call for availability. *All material must be de- bagged at the site and bags removed. *Biodegradable bags are not accepted. *Lawn and garden waste accepted, including leaves, grass, plant material and brush up to 10" in diameter. *Material 10 " -22" in diameter will be charged $7.50 cu yd (no matter what city customer is from). *More information at: www.mgyardwaste.com Directions: Take I -94 northwest to Maple Grove Parkway (County Rd 30 / Exit 213) in Maple Grove, go East on Maple Grove Parkway one mile to 10 Pt Avenue North, turn right and Yard waste is on your left hand side. Take Minnesota Highway 81 approximately three miles northwest of Osseo, South on County Road 121 — 1/8 mile to 101.1 Avenue North, West on 10V1 — 1/3 mile to entrance. 4351 US Hwy 12 SE PO Box 169 Delano MN 55328 -0169 www.RandysSanitation.com Phone: 763.972.3335 Fax: 763.972.6042 Minnesota State law (State Statute 115A.931 -YARD WASTE PROHIBITION) requires that you now use compostable bags for your yard waste. The law was written to keep black plastic out of composting facilities, which creates an organic waste stream free of plastic. Compostable bags include; Kraft paper bags or compostable plastic bags that are usually clear or a tinted shade of green, white, or pink. However the color is not a sure way of determining the compostability of a plastic bag. Compostable plastic bags must state that they meet ASTM D6400 standards for composting and that they are "compostable ". Not all bags marked "biodegradable" or "degradable" meet the state law. Most home improvement, grocery and hardware stores carry compostable bags Our Extended Yard Waste Program allows you to have all of your bagged grass clippings or leaves and 2 bundles of brush taken each week. Brush needs to be tied in bundles you can fit your arms around. The brush can be no longer than 4' and no larger than 2" in branch diameter. Extra bundles of brush will be taken and billed at $2.50 each. The 2013 Extended Yard Waste Program fee is $78.00 for the season. If you choose not to subscribe to the Extended Yard Waste Program, you may request pickups of your yard waste when needed, by calling our customer service department to schedule. There is a minimum charge of $16.00 per collection; to include 8 bags of grass clippings or leaves. Extra bags are billable at $2.00 per bag. Compost season begins on your service day the week of April 1 st and will end on your service day the week of November 18, 2013. The program automatically renews next year. The 2013 fee will appear on your statement in February, March or April. If you do not wish to subscribe in 2013, please call customer service prior to March 22, 2013, to have the service fee removed from your account. Only Randy's trash customers can subscribe to our yard waste programs. There is no credit for late sign up or early termination on the Extended Yard Waste program. As with all waste, we restrict bag weight to 40 lbs. Yard waste needs to be at the curb by 6:OOam on collection day. All Randy's service fees are subject to Environmental Fee and fluctuating Fuel Surcharge; Feb 1, 2013 was 26.527% .. . -. Only ii //i iii /l R ie 9 7 9 LYNDE & MCLEOD, INC. Maple Grove Yardwa8te site 9293 Pineview Lane N., Maple Grove, MN 55369 763 -420 -4400, FaX 763 -420 -9529 September 10, 2012 Mr. Dan Donahue City of Corcoran 8200 County Road 116 Corcoran, MN 55340 RE: Maple Grove Yardwaste Site Dan, You asked for information about the Maple Grove Yardwaste Site. You believe that Dayton is probably the best to use for comparison. The following data is from the City of Dayton during 2011: Residential Visits Brush Disposal Leaf and Grass Disposal Site Rent Rebates from sales of materials Total Cost for 2011 3,896 vehicles 3,284 cubic yards at a cost of $14,942.20 1,085 cubic yards at a cost of $4,936.75 8 months at $269.91 for a total rent of $2,159.28 ($1,167.61) $20,870.62 or $9.94 per House Hold Note: Dayton reported a HH count of 2,100 for 2011 but has now reported a HH count of 1,619 for 2012. As you can see, it is not the leaves and grass clippings that are the issue, it is the brush and wood waste. There is nothing people can do with it, except burn it, and that is prohibited in all of our other cities. Rent is allocated between the cities based upon household count. The total rent is fixed. The more cities participating, the lower the rent to each city. During the months of April, May and June of 2012, we counted 56 Corcoran residents bringing materials to the site and paying for disposal. The site is busiest in October and November. In 2011 we: Experienced 156,155 residential visits Disposed of 68,611 cubic yards of leaves and grass Disposed of 90,999 cubic yards of brush and wood waste Recycled 15,968 cubic yards of compost, and Recycled 24,950 cubic yards of mulch (ground up wood waste) We recycled everything brought to the site to some beneficial use. I estimate that we diverted well over 30,000 tons of materials from the landfills in 2011. If Corcoran is seriously interested in participating with our other 8 cities, I will provide you with our contract forms, a package that explains how invoices are calculated including photos, a history of the site and how it came into existence, and so forth. 1 will appear before your City Council or other committees if requested, if there is a sincere interest. In closing, this is our 23rd year of continuous operation to our original 8 cities. We must be doing something right. Should Corcoran decide to pursue participating in the Maple Grove Yardwaste Site, let me know and I will get you all the details for your council and staff to examine. Sincerely yours, Ed Lynde President ADMINISTRATOR'S REPORT Agenda Item No. 11c. Council Meeting: Prepared By: February 14, 2013 Dan Donahue, Administrator Topic: Action Required: Cleaning Contract for City Hall Approve Direction Policy: Budget Impact: Cost of contract is approximately $4000 to December 31, 2013. No added impact to 2013 Budget with current savings of about $17,000 in wages and benefits due to resignation of city maintenance worker. Summary: City staff is proposing a contract for cleaning services with Carlson Building Services, Inc. starting immediately thru the end of the year. Cost is $356 + tax per month or approximately $4,000 in 2013. Currently the maintenance and PW staff are assigned cleaning duties at city hall, police department, civic center, kitchen, and ambulance room. Due to the failure of the new hire of a maintenance worker to pass probation, the Public Works staff has been shorthanded since January 1, 2013 and expects to be so until April and probably May of this year. Maintenance and cleaning tasks have been severely curtailed and, incomplete. Staff is proposing to contract with Carlson Building Services to perform the cleaning service of the above mentioned spaces for the remainder of the year in lieu of the staffing shortage. The cost of a maintenance worker to the city on the first step is about $5,400 per month (wages, benefits, pension, and social security). Not having that fifth Maintenance worker slot filled for four months saves about $21,000 (we do have to pay Unemployment Compensation of about $1,200 per month which reduces this savings). With the cleaning contract of $4,000 for the year, the city will still net about a $12,000 reduction in expenditures by the end of the year. Carlson Cleaning Services has a good reputation and comes highly recommended. They currently have contracts and perform cleaning at the Cities of Medina and Rogers. Both cities recommend. Other considerations in contracting for cleaning services at this time. This would be a good first step to try out a contracting arraignment as next year we will have to consider the new Public Works facility and the Trailhead facility and how they can be maintained. Administrator's Report— Agenda Item 11c, February 14, 2013 Council Meeting Page 2 I recommend contracting with Carlson for the remainder of the year. MEMO CITY HALL AND POLICE DEPARTMENT WEEKLY CLEANING SERVICE We met with four (4) cleaning services. 1. Town and Country Cleaning, Inc. 7362 University Ave NE Ste. 211 Minneapolis, MN 55432 2. Coverall Cleaning Systems 800934 th Ave S Ste. 10 Bloomington, MN 55425 T -2 Commercial Cleaning, LLC 2725 University Ave SE Minneapolis, MN 55414 (Contracts with Maple Grove) (Owner/President resides in Corcoran) 4. Carlson Building Services, Inc. (referred by Medina, also contracts with multiple local cities) 4111 Mackenzie Court NE Ste. 100 St. Michael, MN 55376 Attached is our "Weekly Cleaning Service Requirements" that were given to each service so that all services could quote the same scope of work. Quotes Received: Monthly Fee Misc. Town and Country Cleaning, Inc: $400 + tax *Excludes Civic Center Carpet cleaning: $0.15 per sq. ft. Civic Center, strip and wax: $0.20 per sq. ft. T -2 Commercial Cleaning, LLC: No quote. "Account would not be profitable due to location." Carpet cleaning: $900.72 + tax Civic center, strip and wax: $824.00 + tax Carlson Building Services, Inc. $356.00 + tax *Includes Civic Center Kitchen Civic Center clean and set -up: $90 per event Coverall Cleaning System: $370.44 + tax *Excludes Civic Center Civic Center Kitchen clean: $44.00 per clean Civic Center, strip and wax: $618.00 *All services also offer paper products /consumable at an additional cost. We will request pricing from the service we contract. City of Corcoran Weekly Cleaning Service Requirements General Areas Includes: Police Department, Administrative Offices, Council Chambers, Conference Room, Ambulance Room, Etc. *Does not include Civic Center Dusting: All open surfaces dusted each time, desks, file cabinets, workstations, office partitions, furniture, etc. Personal items, papers and office equipment, and computers will not be disturbed. Carpet: All carpeted areas vacuumed each time, edges of carpet and walls to be vacuumed monthly. Tile Floors: All tiled hard surface floors will be swept and damp mopped with commercial floor cleaner each time. Restrooms: All restrooms will be cleaned and disinfected each time. This will include urinals, toilet bowls, sinks, mirrors, and all other fixtures cleaned with germicidal cleaner. Floors will be swept and wet mopped with disinfectant each time. Wall areas around sinks, urinals and towel dispensers as well as all partitions will be washed as needed. Paper products, band soap, trash liners, deodorants, etc. will be replaced each time from City stock. Desks/Work Stations: Open surfaces will be dusted each time, papers and personal items will not be disturbed. Coffee rings, spills, etc. will be cleaned off as needed. Trash Containers: Trash containers will be emptied each service and trash placed in designated dumpster. Trash liners will be replaced as needed from City's supply. Equipment/ Telephones: Equipment (copiers, faxes, etc.) and telephones dusted monthly or as needed. Interior Glass Partitions: Finger marks and smudges removed from all interior glass partitions whenever necessary. Furniture: All furniture will be brushed off, vacuumed, and /or wiped down monthly. Walls: Marks will be removed from around light switches, door handles, etc. as necessary. Windows: Windows can be washed inside and out upon request (at an additional charge). Window Blinds: Window blinds dusted as needed. Window Ledges: Ledges and sills will be dusted each time. Drinking Fountain: Drinking fountain cleaned and disinfected each time. Stainless steel will be polished weekly. Recycle Containers: When requested, paper product recycling containers will be emptied and put into designated dumpster. Computer Monitors: All computers and monitors will be dusted upon request. Entrances Reception Area Conference Room and Council Chambers Special attention must be given to these areas in order to give a favorable impression to anyone who enters our building. Floors: Tile floors swept and damp mopped and carpeted areas thoroughly vacuumed each service. Furniture: Furniture will be kept clean and dusted at all times. Table tops, counters and reception desk will be dusted and cleaned each service. Council Chamber desk and table tops will be dusted and cleaned each service. Chairs will be straightened each time and wiped off as needed. Entrance Doors: Entrance glass doors interior and exterior cleaned each service. Interior Glass Partitions: Finger marks and smudges removed from all interior glass partitions whenever necessary. *Police Reception partition cleaned weekly. Coffee Areas/Lunchroom Floors: Floors will be swept and damp mopped with commercial floor cleaner each service. Disposal Containers: Disposal containers will be emptied and kept clean and sanitary at all times. Tables and Chairs: Tables will be cleaned and washed each service. Chairs will be straightened each time and wiped off as needed. Cabinets: Cabinets will be dusted and wiped down whenever necessary. Counter/ Sink Areas: Countertops will be washed off and sinks cleaned each service. Microwaves/ Vending Microwaves will be cleaned inside and out each service. Vending machines Machines: will be cleaned by vending company unless requested. Optional Services Provide Price Quotes for: Carpet cleaning; per square foot. Tile floor buffing, stripping and waxing; per square foot. Window washing; per pane and entire building, specify interior and exterior. Please also provide a price quote for any other applicable services offered. *All cleaning supplies and chemicals to be supplied by the cleaning service. Paper products, trash liners, hand soap, deodorants, etc. to be supplied by the City. *Please also provide a copy of your contract.