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Agendas/Packets - 2022.10.05 - 40429
OAKLAND COUNTY PARKS AND RECREATION COMMISSION Regular Monthly Meeting Agenda Addison Oaks - Buhl Estate, 1480 West Romeo Road, Leonard, MI 48367 Wednesday, October 5, 2022 @ 2:00 pm Gary McGillivray, Chairperson Call Meeting to Order Roll Call Pledge of Allegiance Approval of Agenda Approval of Minutes - September 7, 2022 Public Comment PRESENTATIONS/RECOGNITIONS: A Recognition - Lyon Oaks Golf Course B Recognition - Garrett Ebbeling, Graphic Artist C Waterparks Presentation COMMUNICATIONS/REPORTS: D Parks Environmental Sustainability Committee Report REGULAR AGENDA: 1 Red Oaks Water Park - Wave Pool Boiler Replacement 2 FY 2022 MMP Project Budget Adjustment - Groveland Oaks Spillway Repair 3 Independence Oaks - Nature Center Bridge Replacement 4 Natural Resources Invasive Species Treatments 5 Fiscal Services FY2022 3rd Quarter Financial Forecast and Budget Amendments UNFINISHED BUSINESS: ACTION PRESENTER(S) Informational Gary McGillivray / 709-0359 Informational Desiree Stanfield/705-4108 Informational Tom Hughes / 343-1011 ACTION PRESENTER(S) Informational Sarah Cook-Maylen / 343-1353 ACTION PRESENTER(S) Approval Mark Adams / 762-3822 Approval Zachary Crane / 240-1079 Approval Mark Adams / 762-3822 Approval Sarah Cook-Maylen / 343-1353 Approval Jeff Phelps / 858-5319 ACTION PRESENTER(S) NEW & MISCELLANEOUS BUSINESS ACTION PRESENTER(S) 6 Director's Report Informational Chris Ward / 858-4944 7 Executive Committee Update Informational Gary McGillivray / 709-0359 ANNOUNCEMENTS ADJOURNMENT TO: November 2, 2022 at 2:00 p.m. or to the Call of the Chair RETURN TO AGENDA OAKLAND COUNTY PARKS AND RECREATION COMMISSION 2800 WATKINS LAKE ROAD, WATERFORD, MICHIGAN 48328 Telephone: (248) 858-0906 J. David VanderVeen REGULAR MEETING Vice Chairman Gary R. McGillivray, Chairman Ebony Bagley Secretary September 7, 2022 Christine Long Yolanda Charles Amanda Herzog Andrea LaFontaine Jim Nash Nancy Quarles Lance Stokes Chairman McGillivray called the meeting of the Oakland County Parks and Recreation Commission to order at 2:05 p.m. in the Parks Activity Center. COMMISSION MEMBERS PRESENT: Gary R. McGillivray, J. David VanderVeen, Amanda Herzog, Andrea LaFontaine, Jim Nash, Nancy Quarles, Lance Stokes COMMISSION MEMBERS ABSENT WITH NOTICE: Ebony Bagley, Christine Long, Yolanda Charles OTHERS PRESENT: PARKS AND RECREATION ECONOMIC DEVELOPMENT MANAGEMENT & BUDGET PURCHASING CITY OF SOUTHFIELD HUBBELL ROTH & CLARK OXFORD TOWNSHIP APPROVAL OF AGENDA Chris Ward, Director Jim Dunleavy, Manager -Operations Melissa Prowse, Manager -Planning & Community Services Sarah Cook-Maylen, Chief -Environmental Sustainability & Planning Tom Hughes, Chief -Park Operations & Maint. — South District Brandy Sotke-Boyd, Chief -Recreation Programs & Services Zachary Crane, Project Manager Engineer Mark Adams, Architectural Engineer Sandy Dorey, Recreation Program Supervisor Kate Pardy, Parks Supervisor -Addison Oaks Matt Pardy, Parks Supervisor -Red Oaks Desiree Stanfield, Supervisor -Marketing & Communications Ryan Danescu, Assistant Parks Supervisor -Red Oaks Jami Monte, Executive Secretary Shannon Kenny, Technical Office Specialist Kristen Kittell, Technical Office Specialist Joe DeLauder, Parks Maintenance Aide Isabella Aune, College Intern Kristen Wiltfang, Administrator Trails, Transportation & Environment Jeff Phelps, Fiscal Services Supervisor Senior Andy Krumwiede, Buyer Fred Zorn, City Administrator Terry Fields, Director, Parks & Recreation Mike Donnellon Phil Castonia, Director, Parks & Recreation VanderVeen moved to approve the agenda, as presented. Seconded by Stokes. Motion carried on a voice vote. September 7, 2022 Page 2 APPROVAL OF MINUTES Stokes moved to approve the minutes of August 3, 2022, as presented. Seconded by Nash. Motion carried on a voice vote. PUBLIC COMMENT The following persons spoke regarding the Red Oaks Golf Course: 1) Tim Hutchinson 2) Mary Lou Bibb — Berkley 3) Marsha Sugamele — Southfield 4) Therese Frye 5) Fred Green — Royal Oak 6) Mike Bujad — Royal Oak 7) Paul Mergentime — Madison Heights 8) Ken Bonneville — Madison Heights 9) Sue Delpup — Troy 10) Mark St. Charles — Madison Heights PRESENTATIONS/RECOGNITIONS A. Recoqnition — Phil Castonia B. Recognition — Mike Donnellon C. Recognition —Jeff Phelps Chairman McGillivray and Vice Chairman VanderVeen recognized and thanked Mr. Castonia, Mr. Donnellon and Mr. Phelps for their many years of service to Oakland County Parks and Recreation. D. Introduction — Isabella Aune (Intern) Brandy Boyd introduced Isabella (Izzy) Aune. E. Introduction — Joe DeLauder (Mobile Recreation Equipment Operatorl Brandy Boyd and John Haney introduced Joe DeLauder. COMMUNICATIONS/REPORTS F. Communications and Marketinq Quarterly Report Ms. Stanfield provided an overview of the Communications and Marketing Quarterly Report. G. Springfield Oaks — Mill Pond Dam — Removal & Restoration Proiect Update Ms. Prowse provided an update on the Springfield Oaks — Mill Pond Dam — Removal & Restoration Project, explaining that the project costs are higher than were previously anticipated. There is funding support from the Road Commission for Oakland County and grant funds that will be utilized toward this project. The remaining costs will be shared between Oakland County Parks and Recreation and Springfield Township. VanderVeen moved to direct staff to inform Springfield Township that it is the position of the Oakland County Parks and Recreation Commission that Oakland County Parks and Recreation's contribution towards completion the Springfield Dam project shall not exceed 55% of remaining unfunded costs, per the Memorandum of Understanding with Springfield Township. Seconded by Stokes. September 7, 2022 Page 3 Motion carried on a roll call vote with LaFontaine voting no. The Commission meeting recessed at 2:56 p.m. The Commission meeting reconvened at 3:09 p.m. Members Present: Gary R. McGillivray, J. David VanderVeen, Amanda Herzog, Andrea LaFontaine, Jim Nash, Nancy Quarles, Lance Stokes REGULAR AGENDA ITEMS 1. Clinton River Trail Road Crossinq Project Support Quarles moved to approve the Clinton River Trail Road Crossing Project Support, as presented. Seconded by LaFontaine. Motion carried on a roll call vote. 2. Community Grant for Waterford Townshio Riverwalk Trail Extension Plannina VanderVeen moved to approve the Community Grant for Waterford Township Riverwalk Trail Extension Planning, as presented. Seconded by Herzog. Motion carried on a roll call vote with Stokes voting no. 3. Water Resources Wastewater MOU — Amendment #1 Quarles moved to approve the Water Resources Wastewater MOU — Amendment #1, as presented. Seconded by Herzog. Motion carried on a roll call vote. 4. Oakland Countv Sheriff's Office —Contract Amendment #1 Nash moved to approve the Oakland County Sheriff's Office — Contract Amendment #1, as presented. Seconded by Quarles. Motion carried on a roll call vote. 5. FY 2023-2025 Budaet/Asset Manaaement Plan/Capital Eauinment Plan LaFontaine moved to approve the FY 2023-2025 Budget/Asset Management Plan/Capital Equipment Plan, as presented. Seconded by Nash. Motion carried on a roll call vote. 6. Red Oaks Golf Course — Analvsis and Public Enaaaement Plan Herzog moved to approve the Red Oaks Golf Course — Analysis and Public Engagement Plan, as presented. Seconded by VanderVeen. Motion carried on a roll call vote. September 7, 2022 Page 4 7. Healthv Communities Park and Outdoor Recreation Investment Plan (ARPA) / Letters of Intent: Madison Heiahts. Oak Park. Pontiac & Southfield Stokes moved to approve the Healthy Communities Park and Outdoor Recreation Investment Plan (ARPA) / Letters of Intent: Madison Heights, Oak Park, Pontiac & Southfield, as presented. Seconded by Quarles. Motion carried on a roll call vote. UNFINISHED BUSINESS None. NEW & MISCELLANEOUS BUSINESS 8. Director's Report Director Ward provided an overview of his report. 9. Executive Committee Update Chairman McGillivray provided an update from the Executive Committee meeting that was held on August 29, 2022. 10. Parks Environmental Sustainabilitv Committee Report Ms. Cook-Maylen provided an overview of the Parks Environmental Sustainability Committee Report ANNOUNCEMENTS/ADJOURNMENT Chairman McGillivray announced that the October 5, 2022 meeting will be held at Addison Oaks — Buhl Estate, and that the Commissioner photos will be taken at the November 2, 2022 meeting. At 3:51 p.m., there being no further business to come before the Commission, the meeting was adjourned to October 5, 2022, or to the Call of the Chair. Ebony Bagley, OCPRC Secretary Jami Monte, Recording Secretary NOTE: The foregoing minutes are subject to Commission approval. RETURN TO AGENDA QAKLAND COUNTY PARKS GrwtYalks for 6reat-People, Memo To: Parks and Recreation Commission From: Sarah Cook-Maylen, Chief of Environmental Sustainability and Natural Resources Date: September 27, 2022 Re: October Environmental Sustainability Report OCPR staff met with OCPR Commissioners Nash, Charles, and Herzog and Lynne Seymour (WRC Chief Engineer) on September 27, 2022. Discussion topics included project updates, an update on the new webpage on the OCPR website and fleet electrification progress. The committee will work in the month of October on new organizational policies related to Sustainability. For the October Commission meeting the Sustainability Scorecard is below along with a reminder of the evaluation system. 1. Environmentally sustainable options were considered for this project and the most sustainable options were integrated. 2. Environmentally sustainable options were considered for this project and some of the options were integrated. 3. Environmentally sustainable options were considered for this project but were not feasible. 4. Sustainable options were neither considered nor integrated into this project. 5. Sustainability options are not relevant for this item. Environmental REGULAR AGENDA: Sustainabilitv Score 1 RWP Boiler Replacement 4 2 FY 2022 MMP Project Budget Adjustment - Groveland Oaks Spillway 5 Repair 3 Independence Oaks - Nature Center Bridge Replacement 2 4 Natural Resources Invasive Species Treatments 1 5 Fiscal Services FY2023 3rd Quarter Financial Forecast and Budget 5 Amendments RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: 1 Department: Facilities Maintenance & Development From: Mark Adams, Jr. Architectural Project Manager Subject: Red Oaks Water Park - Wave Pool Boiler Replacement Contactor Proposals PROJECT CATEGORIES Agenda Type: ✓ Consent Agenda Regular Agenda Approval Type: Conceptual Approval ✓ Construction Approval General Approval Project Type: ✓ Capital Improvement Maintenance Enhancement EXECUTIVE SUMMARY 1. Scope Due to the age and frequency of repairs to the boilers that service the Red Oaks Waterpark (RWP) lazy river and wave pool, a CIP project was identified in FY22 to replace this mechanical system. Working with the engineering team at Hooker DeJong, Inc. OCPR staff developed a new mechanical system that will more efficiently service the wave pool and lazy river while also providing backup redundancy. The new system will also result in lower operational maintenance costs and provide consistent water temperature for these water features. 2. Need The existing boilers that service the lazy river and wave pool are part of each water feature's original construction and well past the expected life cycle, limiting the serviceability and availability of replacement parts. Over the last few years, the frequency of necessary repairs has increased, indicating that the likelihood of total system failure is imminent. 3. Review and Approval History Date Description 9/2021 FY2022 Capital Improvement Program 1/2022 January Commission Meeting -Design and Engineering Consultant Proposals 9/2022 FY2023 Capital Improvement Program 4. Funding a. Previous FY2022 budgeted amount: $100,000 b. Current FY2023 budgeted amount: $450,000 c. Recommended total amount: i. Red Oaks Waterpark Water Feature Boilers $327,655 ii. Engineering Consultant Construction Admin. $12,650 iii. 10% Contingency $33,083 iv. Project Total: $373,388 Page 2 ATTACHMENTS 1. Attachment A — Planning Review 2. Attachment B — Construction Documents 3. Attachment C — Bid Summary 4. Attachment D — Park Map STAFF RECOMMENDATION Staff recommends approval of a contract change order to CSM Mechanical (Contract #9859) Grand Rapids, MI, in the amount of $327,738, for a total project cost of $373,388 including a 10% contingency, for replacement of the Red Oaks Waterpark water feature boilers. MOTION Staff recommends approval of a contract change order to CSM Mechanical (Contract #9859) Grand Rapids, MI, in the amount of $327,738, for a total project cost of $373,388 including a 10% contingency, for replacement of the Red Oaks Waterpark water feature boilers. Project Identification and Management Park: Red Oaks FM File Name: HVAC Replacements Project Name: RWP Pool Boiler Replacements Project Manager: I Mark Adams, Architectural Engineer Planner: Donna Folland, Supervisor of Planning Date Created: 12/1/2021 Staff Recommendation Budget Center: RWP FM File ID: MPP 2022.306 Project ID: 825 Email: adamsmaiCcDoakgov.com Email: follanddCcDoakgov.com Date Updated: 9/28/2022 Staff recommends replacement of building equipment, including HVAC systems, as identified by the building equipment management program. Planning staff have confirmed that none of the building equipment items identified are in structures that are under review for potential repurposing or removal (Asset Future Determination list). Red Oaks Waterpark Boilers: Staff recommends replacement of the boilers that service the wave pool and lazy river for higher efficiency, lower operational maintenance costs, and to provide consistent water temperature for these water features. Project Description Current Conditions and Project Need Building equipment is tracked and managed on a park system -wide basis. Equipment replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacements and increase efficiencies. Red Oaks Waterpark Boilers: The existing boilers that service the lazy river and wave pool were installed in 1986 and are well past the equipment life -cycle, limiting the serviceability and availability of replacement parts. Over the last few years, the frequency of necessary repairs has increased, indicating that the likelihood of total system failure is imminent. Proposed Project Scope Remove existing boilers and install all replacement boilers within the boiler room in the Maintenance Building. Seal wall penetration sites from former exterior boiler location. See Hooker DeJong, 9/1/2022, pages M1.1, M1.2, M4.1. Required Sections Operations Budget Replacement of building equipment systems as a Capital Improvement Program (CIP) project will result in depreciation expense charged to the park budget center. This Oakland County Fiscal Services Fixed Asset Report shows that past CIP building equipment replacements have been depreciated over 40 years. Replacement may also have a positive impact on the operations budget by reducing or eliminating the need to purchase replacement parts or pay a contractor to make repairs. The increased energy efficiency of new equipment can be expected to result in utility cost savings. Environmental Sustainability As many of the building equipment being replaced are 30 years or more older, the increases in energy -efficiency are expected to be significant. Update: September 28, 2022 Red Oaks Waterpark Maintenance Building —Aerial View (2022); Existing boiler layout (Hooker DeJong, 9/1/2022, page M1.1) REMOVE BOILERS —� E6 r--_1 r--1 r--_1 6ANDONEd EGITwc IExlsrwc a"owro EXISTING our000R DRAW BASIN golLEa 1L13 ILAzr leoI�a IeIOi�R 1 \ I REMATRUT ovE IREMOVE 17ISTVE 1 1 suPPGRTA ISUPPORTS I IsuPPORrs I I I I I I I ME ROVE NG P oMMAGILERA ALVE AND CAP FROM AITE -T 3 Nc� P. _— E"PR G /rr II _____—__--__--_—_—_zz _ PATcn AN sEnT wATT PENETRATION 3"PS_/ 3"PR—/ REMOVE EXISTING _ REMOVEEXISTINO 3"PS 4PR CONCRETEPAD �F0.XE DEl AND EXHAUST 3"PR EX �y f �� � WAVEPoGL NG II Ea I II REMwENG �/ BOILER j TP ® �I L111NG—_---------� II ----------- 2 , NG � I I �-„a'NG I II CAP ATFLOOR II FURNACEDUCT FAR E. P Flu",REMOVEPVC PIPE �I II—� — —__ A•PR---, VPEXISTING S GATEVALVE 3 PR' �I II 11 ii II III —— 'Eir'ew irEwJ Update: September 28, 2022 GENERAL MECHANICAL NOTES REMOVE BOILERS r---II r---1 7r---1 12" BW TO EXISTING OUTDOOR DRAIN BASIN kBANDONEI7 hOILER I I EXISTING I I LAZY I I I EXISTING 1 I LAZY I RIVER I BIVER OILER BOILER REMOVE 1 1REMOVE I 1REMOVE I UNISTRUT UNISTRUT UNISTRUT II II REMOVE NG PIPE FROM BOILERS TO VALVE. CLOSE VALVE AND CAP. NG SUPPLY FROM SITE N 0 N 77 O_ N N O N CID SUPPORTS I ISUPPORTS I ISUPPORTS I I I 11 I I I 3" PS Lb— ------ 3" PR 5 NG I I \\ 75 NG 3" PS 3"PR--/ REMOVE EXISTING WATER HEATER ROOM 4" PR CONCRETE PAD — — — - __ . — — — — — -- T"'4 GROUNDS EQUIPMENT � III� ((<' 11 V 4 PS I I 1 y/ REMOVE NG I I I I/ E TP \� �L------- 21/2"NG -- An CAP AT FLOOR _ — — \ II REMOVE PVC PIPE—� II II II II II POOLSURGETANK 12" BW\ FAN ROOM (THESE NOTES APPLY TO ALL MECHANICAL DRAWINGS) 1. CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS, INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. 2. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER. 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE, REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. 4. FIELD VERIFY ALL DIMENSIONS BEFORE INSTALLATION OF MATERIALS AND EQUIPMENT. 5. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 6. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF DISCREPANCIES EXIST BETWEEN MANUFACTURER'S INFORMATION AND DRAWINGS. ELECTRICAL KEYED NOTES # KEYED NOTE DISCONNECT EXISTING WAVE POOL BOILER AND REMOVE E2 ASSOCIATED WIRE AND CONDUIT BACK TO THE SOURCE, PANEL RPA. FOR UN -REUSED CIRCUITS PLACE BREAKER HANDEL IN THE OFF POSITION AND LABEL AS SPARE. DISCONNECT EXISTING WAVE POOL BOILER PUMP P-5 AND E3 REMOVE ASSOCIATED WIRE AND CONDUIT BACK TO THE SOURCE, MCC -A. FOR UN -REUSED CIRCUITS PLACE HANDEL IN THE OFF POSITION AND LABEL AS SPARE. DISCONNECT EACH OF 3 EXISTING LAZY RIVER BOILERS AND REMOVE ASSOCIATED WIRE AND CONDUIT BACK TO THE E4 SOURCE, PANEL RPA. FOR UN -REUSED CIRCUITS PLACE BREAKER HANDEL IN THE OFF POSITION AND LABEL AS SPARE. 10"PR FROM SPLASH POOL In"MC T(1 QOI AQu Mt"A lI 12" PS TO LAZY RIVER I FROM LAZY RIVER STORAGI 1 MECHANICAL POOL EQUIPMENT ROOM DEMO PLAN M 1.1 1 /4" = 1'-01, _7 _) 0 m�\ MT: I-1ookomur DeJong Inc ARCHITECTS - ENGIN€ERS -PLAN N ERS 31£ Morris Avenue Suite 410 Muskegon, MI 49440 P 231722.3407 F 231.722.2589 H W m LLI J a— LLI J_ O m PROJECT NUMBER 4-0802.03 ISSUANCE NO. DATE DESCRIPTION 1 2022.09.01 BIDDING Copyright © 2022 HDJ Inc. All Rights Reserved MECHANICAL DEMO PLAN 12" BW TO EXISTING OUTDOOR DRAIN BASIN BOILER ROOM LAYOUT MAY VARY BASED ON MANUFACTURER EXPANSION TANK 3"PR WATER HEATER ROOM HX-1 E5 E6 � HX-2 �3" PS EXPANSION TANK / 4 PR BP-1 r� �— BP-2--� �3" PS GROUNDS EQUIPMENT TP � �� B-1 B=2 NG SUPPLY FROM SITE 4�',4"-PS EXISTING DUCT O FURNACE \ EXISTING 1 1/2" NG UP TO DUCTFURNACE -ETR POOL SURGE TANK 0 4" PR---\ ?I �4" PS 3" PR----\\ WAVE POOL SAND FILTER "Ps ABANDONED SAND FILTER //_3" PR PS —I FAN ROOM WAVE POOL EQUIP. ROOM 3" PS 3" PR—" J CHLORINE STORAGE TANK TIP TIP /T LAZY RIVER SAND FILTER GENERAL MECHANICAL NOTES (THESE NOTES APPLY TO ALL MECHANICAL DRAWINGS) 1. CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS, INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. 2. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER. 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE, REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. 4. FIELD VERIFY ALL DIMENSIONS BEFORE INSTALLATION OF MATERIALS AND EQUIPMENT. 5. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 6. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF DISCREPANCIES EXIST BETWEEN MANUFACTURER'S INFORMATION AND DRAWINGS. ELECTRICAL KEYED NOTES # KEYED NOTE E1 FURNISH NEW PANEL SCHEDULE FOR PANEL RPA. LABEL EXISTING CIRCUITS. UTILIZE EXISTING DISCONNECT WITHIN MCC -A FROM BOILER PUMP P-5. REPLACE FUSES AND SIZE FOR 15A. ROUTE 3 E5 #12, #12G, %"C AND ENERGIZE NEW WAVE POOL BOILER PACKAGE SET. UTILIZE SPARE SPACE WITHIN MCC -A AND FURNISH AND E6 INSTALL NEW 3P30A DISCONNECT WITH 15A FUSES AND BLANK COVER FOR REMAINING SPACE. ROUTE 3 #12, #12G, %"C AND ENERGIZE NEW LAZY RIVER BOILER PACKAGE SET. a moor= t.a Hooi%er DeJong lnc ARCHITECTS • ENGIN€ERS -PLAN N ERS 31£ Morris Avenue Suite 410 Muskegon, MI 49440 P 231722.3407 F 231.722.2589 10"PR FROM SPLASH POOL 12"PS TO LAZY RIVER 10"PS TO SPLASH POOLS 12"PR FROM LAZY RIVER o 00 Q. F Z = Q U MCC -A � w LLJ ~ 0 J Q QQ ELECTRICAL ROOM STORAGE a— C O UU w o _j J _j w J J_qc�E1 O F Y RPA m F— 0 �( Q L LO I I LO T / L Li PROJECT NUMBER 4-0802.03 I I ISSUANCE NO. DATE DESCRIPTION 1 � 1 2022.09.01 BIDDING IL� OOL SURGE TANK Copyright © 2022 HDJ Inc. All Rights Reserved MECHANICAL PLAN co O N O_ N N O N CID 1 MECHANICAL POOL EQUIPMENT ROOM PLAN M 1.2 1 /4" = 1'-01, M1.2 0- v 0 o_ N N 0 N M 00 BOILER SIDE ENTERING LEAVING FLUID FLOW RATE FLUID TEMP FLUID TEMP FLUID PD FLUID SYMBOL TYPE (GPM) (OF) (OF) (PSI) TYPE HX-1 WATER 200 130 99.87 3.66 CHLORINATED WATER HX-2 WATER 166 130 99.75 3.8 CHLORINATED WATER PREASSEMBLED SKID ----------------------------------------- AS-1 I I AIR SEPARATOR, I AAV I --WALL SLEEVE ASME RATED, I I BASIS OF DESIGN: I I TP AMTROL 4-ASL I BP-X I AS-1 HHWS IN /F-1 F-21 I I T I I 4 I f 3" PS 4" CONTACTOR I PRV SET SYSTEM FILL PROVIDED PIPING I TO 12 PSI WITH BACKFLOW TP I PREVENTER HX-2 TP r— A I I A ROUTE BACKFLOW PREVENTER RELIEF q , HHWR OUT RELIEIF, I TO FLOOR DRAIN / T TS 3" PR ROUTE COPPER I F-4 F-3 PIPE TO I I AAV SAFE I LOCATION I I TP TP J� I �I ET-1 I WALL SLEEVE ASME EXPANSION TANK, 6.22 GALLON MIN VOLUME, 4.18 GALLON MIN ACCEPTANCE, BASIS OF DESIGN: AMTROL 3' ■IN 200-L, 53 GALLON VOLUME, B_2 I ET-1 53 GALLON ACCEPTANCE, PRECHARGE TO 12 PSI I I I I HOSE BIB CONDENSATE NEUTRALIZATION KIT ROUTE INDIRECT CONNECTION TO FLOOR DRAIN Q3 LAZY RIVER HEAT EXCHANGER PIPING DETAIL M4.1 NOT TO SCALE GAS FIRED BOILER SCHEDULE INPUT OUTPUT AFUE SYMBOL FUEL (MBH) (MBH) (%) REMARKS BASIS OF DESIGN B-1 NG 150-3,000 2,883 96 PROVIDE CONDENSATE NEUTRALIZATION KIT LOCHINVAR MODEL FBN3001 B-2 NG 125-2,500 2,400 96 PROVIDE CONDENSATE NEUTRALIZATION KIT LOCHINVAR MODEL FBN2501 BOILER PUMP SCHEDULE FLOW MOTOR POWER RATE HEAD POWER SPEED SYMBOL (GPM) (FT) (HP) (RPM) BASIS OF DESIGN BP-1 200 21 2 1760 PATTERSON MODEL V3D7A-CC BP-2 166 21 2 1760 PATTERSON MODEL V3D7A-CC HEAT EXCHANGER SCHEDULE POOL SIDE ENTERING LEAVING FLOW RATE FLUID TEMP FLUID TEMP (GPM) (OF) (OF) FLUID PD (PSI) 222 78 105 185 78 105 ELECTRICAL POWER POWER (VOLTAGE) (PHASE) SYMBOL 460 3 460 3 ELECTRICAL POWER POWER (VOLTAGE) (PHASE) 460 3 460 3 NUMBER OF CONNECTION PLATE PLATES SIZE (INCH) MATERIAL BASIS OF DESIGN B-1 B-2 SYMBOL BP-1 BP-2 SYMBOL 4.53 38 4 TITANIUM SONDEX MODEL A/S PHE HX-1 4.73 32 4 TITANIUM SONDEX MODEL A/S PHE HX-2 PROVIDE A MINIMUM OF 1/2" CLEARENCE BETWEEN PROVIDE A MINIMUM OF 1//- SLEEVE AND PIPE INSULATION CLEARANCE BETWEEN SCHEDULE 40 PIPE SLEEVE SLEEVE AND PIPE INSULATION STEEL 2"X1/2" 3" STEEL LUGS WELDED TO SLEEVE AT 1/4 CAULK SEALANT POINTS OF SLEEVE TYPICAL SUPPORT PIPE INSIDE SUPPORT PIPE INSIDE AND OUTSIDE OF WALL CAVITY / AND OUTSIDE OF WALL CAVITY � / HOT OR COLD WATER PIPE IIIIIIIIIII II��IIIIIIIIIIIIIIIIIIIIIIIII IIlllllllllllk/ — — — — — — - - - - - - - - - - - - 1 IIIIIIIIIII II,IJIIIIIIIIIIIIIIIIIIIIIIII` I IIIIII III PROVIDE CHROME PLATED \ ESCUTCHEONS IN FINISH AREAS PIPE INSULATION FILL SPACE WITH FIRE BACKER ROD STOP SEALANT- SEE SPECIFICATIONS NOTE: 1. CONTRACTOR SHALL ISOLATE ALL PIPES FROM CONSTRUCTION WHICH VIBRATE IN ORDER TO AVOID TRANSMISSION TO STRUCTURE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THEIR SLEEVES WITH OTHER TRADES AND/OR CONTRACTORS. 3. PIPE SLEEVES THRU SMOKE OR FIRE WALLS SHALL BE IN COMPLIANCE WITH NFPA-90A. 4. CONTRACTOR MAY ELIMINATE ESCUTCHEON PLATE ON CONCEALED PIPE SLEEVE. 5. FOR PVC PIPES PENETRATING A FIRE RATED WALL A. 2" OR SMALLER - THE ANNULAR SPACE AROUND THE PIPE TO BE FILLED WITH FIRE CAULK B. LARGER THAN 2" - A FIRE COLLAR OR SLEEVE ASSEMBLY MEETING ASTM E814 OR UL1479 IS REQUIRED. Q4 PIPING WALL PENETRATION DETAIL M4.1 NOT TO SCALE PREASSEMBLED SKID ----------------------------------------- AS-1 I I AAV I --WALL SLEEVE AIR SEPARATOR, I I ASME RATED, I I BASIS OF DESIGN: I BP-X I TP - AMTROL 4-ASL n I AS-1 HHWS IN /F-1 F-2\ '. j-' — I 11 4" PS 4" CONTACTOR PROVIDED PIPING TP PRV SET SYSTEM FILL TO 12 PSI WITH BACKFLOW PREVENTER HX-1 ROUTE BACKFLOW TP 75 PREVENTER RELIEF HHWR OUT ' TS RELIEIF, I TO FLOOR DRAIN I 4" PR ROUTE I� 'llI `� a 11 T 1 COPPER I F-4 F-3 I 1 PIPE TO I AAV SAFE I I TP LOCATION I I I ET 1 I I TP I ��� WALL SLEEVE ASME EXPANSION TANK, I 6.22 GALLON MIN VOLUME, 4.18 GALLON MIN ACCEPTANCE, BASIS OF DESIGN: AMTROL 3' �11N 200-L, 53 GALLON VOLUME, g=1 I ET-1 53 GALLON ACCEPTANCE, I PRECHARGE TO 12 PSI I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HOSE BIB CONDENSATE NEUTRALIZATION KIT—;I—VROUTE INDIRECT CONNECTION TO FLOOR DRAIN Q2 WAVE POOL HEAT EXCHANGER PIPING DETAIL M4.1 NOT TO SCALE HHWS HHWR — BP-X BB=X HX-X F-1 F-2 I PS--� I I PR� F-4 F-3 POOL HEATER SEQUENCE OF OPERATION: THE BOILER IS TO HAVE SELF CONTAINED CONTROLER FOR THE OPERATION OF THE SYSTEM. THE BOILER CONTROLLER IS TO HAVE BACNET MS/TP COMMUNICATIONS FOR BMS INTEGRATION THE BOILER BB=X IS TO BE ENABLED AND MODULATE TO MAINTAIN A POOL WATER HEAT EXCHANGER HX-X LEAVING WATER TEMPERATURE OF 105-F (ADJUSTABLE) TO MAINTAIN A POOL WATER RETURN TEMPERATURE OF 80'F (ADJUSTABLE). THE BOILER SHALL ENABLE THE BOILER PUMP BP-X ON A CALL FOR POOL HEATING. MANUALLY BALANCE THE THREE BUTTERFLY VALVES AT THE EXISTING SYSTEM CONNECTION POINT TO ENSURE PROPER FLOW BASED ON THE HEAT EXCHANGER HX-X SCHEDULED FLOW. ALARM ON BOILER BB=X OR BOILER PUMP BP-X FAILURE AND LOW POOL WATER TEMPERATURE. Q1 BOILER SEQUENCE OF OPERATIONS M4.1 NOT TO SCALE GENERAL MECHANICAL NOTES (THESE NOTES APPLY TO ALL MECHANICAL DRAWINGS) 1. CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS, INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. 2. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER. 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE, REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. 4. FIELD VERIFY ALL DIMENSIONS BEFORE INSTALLATION OF MATERIALS AND EQUIPMENT. 5. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 6. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF DISCREPANCIES EXIST BETWEEN MANUFACTURER'S INFORMATION AND DRAWINGS. MECHANICAL PIPING LEGEND (THESE NOTES APPLY TO ALL MECHANICAL DRAWINGS) I CAP DOS BALL VALVE BUTTERFLY VALVE CHECK VALVE FLOW DIRECTION (FS) FLOW SWITCH (T`S) TEMPERATURE SENSOR FLI HOSE BIBB 4 THERMOMETER IF®il FLANGED PUMP ® PUMP 4 PIPE REDUCER T PRESSURE AND TEMPERATURE GAUGE PRESSURE REDUCING VALVE RELIEF VALVE III UNION 10� NORMALLY CLOSED BALL VALVE [>T< NEEDLE VALVE D4 GATE VALVE 0 w F- 00 Hooker DeJong Inc ARCHITECTS - ENGIN€ERS -PLAN N ERS 31£ Morris Avenue Suite 410 Muskegon, MI 49440 P 231722.3407 F 231.722.2589 CD 0 Q Co U Z 2 W LD Q LLJ W 0 O H J Q a O LLI ♦ /�► w 0 W LLI LJJ N J_ Q W J O w Y m O O Q W LLO PROJECT NUMBER ISSUANCE NO. DATE 1 2022.09.01 4-0802.03 DESCRIPTION BIDDING Copyright © 2022 HDJ Inc. All Rights Reserved MECHANICAL SCHEDULES M4,1 Oakland County Purchasing Division Bid Tabulation Parks HVAC Replacements Event #000067 Bidder #1 ITEM NO. DESCRIPTION , VENDOR CSM Mechanical (Grand Rapids, MI) 1 Base Bid #1 - Full Bid Set $1,146,580.00 3 ALT#1 — Waterford Oaks Campus Work Only- Admin Building Lump Sum $479,255.00 4 ALT#1 — Waterford Oaks Campus Work Only- F&M Building Lump Sum $339,670.00 5 ALT#2 — Red Oaks Waterpark Boiler Replacement Work Only $327,655.00 7 ALTERNATE NO. 03: Admin Bldg and F&M Bldg VAV Heating Reduction - Admin Building Cost Savings $44,000.00 8 ALTERNATE NO. 03: Admin Bldg and F&M Bldg VAV Heating Reduction - F&M Building Cost Savings $15,000.00 9 Exclusions of Liquidated damages, Architectural ceiling removal and replacment, temporary heating and cooling 10 Voluntary Alternate #1 - CSM performs Tridium Niagra temp controls - Admin Building DEDUCT $15,000.00 9/28/2022 Legend - Family Restrooms - Red Oaks County Park Location 8� .Y �e l_ � In_Ly-_►mod./ �I'^�+y,..(�.7.( Red Oaks Waterpark 1455 E. Thirteen Mile Road _ - s Madison Heights, MI 48071 ° w Entrance • • �I E � v �'W o e® a 1 20201magery -E Yo 0 50 100 Feet E r N QAKLAND �Sp " Red Oaks Water Park �� COUNTY PARKS U� Family Restrooms Oakland County Parks and Recreation � 2800 Watkins Lake Road a Waterford, MI o Y 248-858-0906 1. o $HT. 1 OF 1 I www.OakiandCountyParks.com h > o � RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: 2 Department: Facilities Maintenance & Development From: Zach Crane — Project Manager Engineer Subject: Groveland Oaks Spillway Repair — Budget Amendment INTRODUCTION AND HISTORY The Oakland County Parks & Recreation Commission approved the above referenced project at the June 1, 2022, OCPR commission meeting as part of the FY2022 Maintenance Management Plan, anticipating that the operationally funded project would be completed in FY2022. Due to permitting items and contractor availability, the project could not be completed within the FY2022 operating budget timeframe. The awarded contractor (Inland Lakes Landscaping) will start dewatering process October 3, 2022, with work expected to be completed within 3 weeks. Final Restoration items to be completed in Spring of 2023, ready for use when Groveland Oaks campground opens for the 2023 operating season. STAFF RECOMMENDATION Staff recommends amending the FY2023 operating budget to fund the following previously approved FY2022 Groveland Oaks Spillway repair project; • Groveland Oaks — Spillway Repair $56,975 Details of the budget amendment - Fiscal Budget Amendment — From Net Position - Unrestricted Expenses FY2023 50800-5060152-160710-730814 Grounds Maintenance $56,975 50800-5060666-160666-796500 Budgeted Equity Adjustments ($56,975) $-0- MOTION Move to amend the FY2023 operating budget to fund the following previously approved FY2022 Groveland Oaks Spillway repair project; • Groveland Oaks — Spillway Repair $56,975 RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: 3 Department: Facilities Maintenance & Development From: Mark Adams, Jr. Architectural Project Manager Subject: Independence Oaks — Nature Center Bridge Replacement PROJECT CATEGORIES Approval Type: Conceptual Approval Construction Approval General Approval Project Type: Capital Improvement Maintenance Enhancement EXECUTIVE SUMMARY 1. Scope Replacement of the primary pedestrian entrance bridge to the Independence Oaks Nature Center, including a corrosion -resistant coating of steel structural members and Fiberglass Reinforced Plastic (FRP) decking. Contractor will provide a 25-year warranty on installation and material. 2. Need During the spring, park staff noted severe deterioration of the bridge and solicited engineering staff at NTH Consultants for professional testing and inspection. It was subsequently determined by engineering staff at NTH Consultants that the bridge requires significant structural steel repairs to avoid collapse. The Nature Center bridge serves as the primary entrance route from visitor parking. While there is a longer, alternate route from the parking lot to the Nature Center, it is not ADA -compliant due to the slope of the roadway/sidewalk. 3. Review and approval history Date Description 9/2021 FY2022 Capital Improvement Program 9/2022 FY2023 Capital Improvement Program 4. Funding a. Current FY2022 budgeted amount: $30,000 i. This project was originally budgeted for non-structural repairs, however visual inspection of the deteriorated steel prompted OCPR staff to enlist a pre -qualified, structural engineer vendor to professionally assess the bridge. A portion of the funding originally intended for non-structural repairs were used for the structural engineer's fees. b. FY2023 Proposed Budget amount; $185,000 i. With the assistance of the Oakland County Purchasing Department staff issued an open bid for qualified contractors on June 17, 2022 and received bid results on July 26, 2022. Based on bid results and analysis, staff recommends moving forward with the following total project amounts: NTH Consultants, $11,000 Custom Bridges and Boardwalks $156,500 10% Contingency $17,500 Page 2 Total Project Costs $185,000 ATTACHMENTS 1. Attachment A — Planning Review 2. Attachment B — Field Report 3. Attachment C — Construction Drawings 4. Attachment D — Bid Summary STAFF RECOMMENDATION Staff recommends approval of the following for the replacement of the Independence Oaks Nature Center pedestrian bridge: • Contract change order to NTH Consultants (Northville, MI) in the amount of $11,000 for construction observation and inspection services • Contract to Custom Bridges and Boardwalks (Clinton, WI), in the amount of $156,500 • 10% project contingency of $17,500 NTH Consultants, $11,000 Custom Bridges and Boardwalks $156,500 10% Contingency $17,500 Total Project Costs $185,000 MOTION Staff recommends approval of the following for the replacement of the Independence Oaks Nature Center pedestrian bridge: • Contract change order to NTH Consultants (Northville, MI) in the amount of $11,000 for construction observation and inspection services • Contract to Custom Bridges and Boardwalks (Clinton, WI), in the amount of $156,500 • 10% project contingency of $17,500 Project Identification and Management Park: Independence Oaks Budget Center: IND Asset Name: Nature Center Bridge OCPR Asset ID: H12397 Project Name: Replacement Project ID: 2221 FM File Name: GLG Electrical Improvements FM File ID: IND 2022.203 Project Manager: Mark Adams, Project Manager Email: adamsmaiC@oakizov.com Planner: Donna Folland, Senior Planner Email: follanddCDoakizov.com Date Created: 11/26/2021 Date Updated: 9/25/2022 Staff Recommendation Staff recommends replacement of the Nature Center Bridge with the new bridge having improved design and appropriately selected materials to prevent the accelerated deterioration seen with the existing bridge. Annual maintenance, including power washing, should be scheduled to prevent debris and dirt buildup that could also impact the life of the structure. Project Description Current Conditions and Project Need The bridge was originally built in 1984, along with the Wint Nature Center. At that time, it was a 100% timber construction, no steel. In 2008, the bridge was converted to a mixture of steel and timber during the Nature Center's addition. However, it still used the original 1984 bridge's foundation. The need for bridge repairs were identified in the structural inspection performed in October 2018 and reconfirmed in 2022. The reports noted that the timber decking is retaining a high moisture content which is causing accelerated deterioration in the steel structure below. (NTH Consultants, 1/25/2022) Proposed Project Scope Replace the existing 150' steel and timber pedestrian bridge between the Nature Center Parking Lot and the Nature Center with a new bridge with improved design and more sustainable materials. Alternatives The 2022 NTH report contained recommendations for repairing and reinforcing the bridge. Three options were compared for this project: ■ Preferred alternative: Replace bridge, with the expectation of a minimum 20-year life cycle and 20-year warranty for repairs or full replacement. Similar cost to implementing extensive repairs on existing bridge. ■ Repairing and reinforcing bridge. Not preferred because of negligible cost savings and no warranty. ■ Eliminating bridge and replacing with access route was impractical because the terrain drops 10-12 feet from the end of the bridge to the center of the depression and back up again 10-12 feet to the other side. The existing route over the bridge is 460 feet from the edge of the parking lot to the front door of the Nature Center. It would require significant amount of new trail to be within the minimum 5% slope required by ADA. Less sustainable because of disturbances to natural areas and creation of less pervious surfaces. ■ Re-routing pedestrian travel to a new pathway alongside the driveway. Approximately 495 feet from edge of parking lot to the front door of the Nature Center. Establishing a paved safety path would bypass the natural beauty of the existing route and would require reconfiguration of employee parking lot to accommodate pathway. Less sustainable because it would create more paved surfaces. Proposed Schedule FY2022 Update: September 25, 2022 '. Independence Oaks Wint Nature Center aerial view Appendix A — Project Maps 00�. � wNature Center Bridge IZH `�-A- •'- _r -{ - -- _ WAS�y'�.}wry •.; _T 'a • Aerial view of Nature Center Bridge showing 1-foot contours References NTH Consultants. (1/25/2022). Independence Oaks Nature Center Bridge Investigation of Accelerated Steel Deterioration Project No. 62-210439-10. Waterford MI: Oakland County Parks and Recreation Commission. Update: September 25, 2022 nT-1 NTH Consultants, Ltd. lr�•)]l Infrastructure Engineering and Environmental Services Mr. Mark Adams Architect/Project Manager Oakland Country Parks One Public Work Drive Building 95 West Waterford, Michigan 48328 41780 Six Mile Road Northville, Mr 48168 Phone: 248-553-6300 Fax:248-324-5179 January 25, 2022 NTH Project No. 62-210439-10 RE: Independence Oaks Nature Center Bridge Investigation of Accelerated Steel Deterioration Oakland County Parks Clarkston, Michigan Dear Mark, We are providing this letter report to inform Oakland County Parks (OCP) of our findings and recommendations based on the assessment of the Independence Oaks Nature Center Bridge. BACKGROUND AND PROCEDURE Based on the 2018 inspection report you provided, we understand the Nature Center Bridge was constructed in 2008. Additionally, we obtained as -built site plans from OCP and shop drawings from Custom Manufacturing (bridge manufacturer). These drawings indicate this bridge was erected on existing foundations replacing the timber bridge originally constructed in 1984, The bridge is approximately 100-feet long and 6-feet wide and incorporates timber decking, timber hand and guardrail, steel girders, steel piers, and concrete foundations and abutments. We understand the structural steel has exhibited significant corrosion and pitting and minimal maintenance has been performed since its construction. OCP retained NTH to investigate the corrosion's root cause and other defects and recommend steps to repair and restore the structure. NTH visited the bridge on December 101h and December 20t1i to assess its condition and evaluate the potential root cause(s) for the structural steel girders' accelerated deterioration. During the assessment, we performed the following investigative tasks: Visual assessment of the steel main and secondary structural members, concrete foundations, timber decking and railing, and structural connections. Measure steel thickness at representative areas to identify section loss in the structural steel. o A�s-FRor62-210439_exrMIin4—fi—W30-ReN tl%10- uiage001-0125a.1xRFr.a-: hT-1 Mr. Mark Adams r „.,,1 January 25, 2022 • Measure the moisture content of the timber decking and railing. • Sound the exposed concrete of the foundations using a mason's hammer. • Review civil design drawings provided by Oakland County Parks and shop drawings provided by the Custom Manufacturing, SUMMARY OF PRIMARY FINDINGS Based on our assessment, the major structural defects are listed as follows: Significant corrosion and pack rust occurs on the three primary girders (Photographs 1 through 3). The corrosion occurs over approximately 75-percent of the exterior girders and approximately 50-percent of the center girder. When comparing the field measured steel thicknesses with member sections identified on the shop drawings, we found significant section loss as follows: o Bottom Flange of Girders: 47% o Web of Girders: 15% o Top Flange of Girders: Significant section loss was identified by visual inspection. We were unable to obtain consistent and accurate measurements due to the pack rust between the top flange and decking. • Surface corrosion occurs on the steel angle members and bearing plates of the two piers (Photographs 4 and 5). The corrosion covers approximately 50-percent of the area on each pier. We measured an average section loss of 4-percent on the steel angles. We do not consider this section loss an immediate concern, provided the steel is maintained and protected. • Significant corrosion occurs in 48 of the 66 lateral brace angles between girders (Photograph 6). We did not measure the steel thickness in these members; however, based on the pack rust and scaling we observed throughout these members, we believe more than half of the angles have significant section loss. • We observed significant corrosion in most of the bolts at the steel, decking, and railing post connections. • We measured the moisture content of the timber deck boards above 40-percent (Photograph 7). This is significantly greater than the moisture content found in typical treated timber exposed to wet weather conditions. The average moisture content of decking at the River Loop East Bridge (same manufacturer and design) is 20-percent. • Significant corrosion and pack rust occurs on the railing post bracket (Photograph 8). These brackets consist of steel plates welded to the top and bottom flange of the outside girders. Due to their design, they allow moisture and debris buildup at the girders' bottom flanges. The accelerated corrosion and section loss in the bridge's structural steel is caused by the high levels of moisture retained by the deck boards. The decking acts like a" wet sponge" that is resting directly on the primary structural steel support. As such, these members are exposed to -2- O.lA,li,a PROH2-2104M OCP20211.T�Iion35730-Rer—LA10-N.ta eCenterDddgeU01-0125-LTRRPT.da hT4 Mr. Mark Adams r „i„January 25, 2022 moisture during dry weather conditions and excess moisture penetrates the secondary members during wet weather conditions. PRIMARY RECOMMENDATIONS To mitigate further deterioration, restore the bridge's structural integrity, and extend its service life, we recommend initiating the following repair and restoration activities prior to opening the bridge for the season: • Replace the timber deck boards with certified pressure treated timber. • Remove and reinstall the railing as necessary to provide access for the recommended structural steel repairs. • Remove and replace all bolts for the steel -to -steel and timber -to -steel connections with galvanized or stainless -steel bolts. New bolt sizes and capacity to match existing load requirements. • Remove and replace all the lateral brace angles between steel girders. Based on our discussion with Custom Manufacturing, they can fabricate and ship these members to OCP. As such, we recommend ordering these members from the manufacturer to improve efficiency and design consistency. • Remove deteriorated railing post brackets welded to the outside girders. Mount the railing using a new design that mitigates moisture and debris buildup on girder flanges. • Sandblast the existing girders, pier framing, and bearing plates to bare metal in accordance with Society of Protective Coatings Standards (SSPC-SP11) to remove pack rust and surface corrosion. Where necessary, mechanically clean select areas of the members in accordance with SSPC-SP3. • Retain a structural engineer to measure the remaining thickness of the steel girders to determine the types and locations of supplemental steel needed to maintain the girders' structural integrity. • Coat the steel repaired steel girders, pier framing members, and bearing plates with a protective and rust inhibiting primer and coating system. SECONDARY FINDINGS AND RECOMMENDATIONS We observed defects on other bridge components and provided our repair recommendations for these defects, below. These defects are not as critical as the conditions summarized above. As such, we separated them in another section. • Honeycombing and spalls at the top of the concrete foundations of the two middle piers (Photograph 9). We recommend repairing the spalls by saw cutting the removing -3- 0.5MIn.PROP42-210739 (3CP 2d21 [.�s�iinns11J0-Re 510-r3t�Centerllrid�e'A01-0125 LFR RPCJoc Mi Mr. Mark Adarns PW."IR January 25, 2022 the loose and delaminated concrete and patching the prepared area with engineer approved patching mortar. o We recommend repairing the spalls within three years to prevent further deterioration in the foundations. Debris and dirt buildup is present at the bear plates at both concrete abutments (Photograph 10). We recommend power washing the bridge and regularly cleaning the plates throughout the year. o We recommend these plates be cleaned at annually to mitigate deterioration of the plates, anchors, and abutments. CONCLUSIONS Based on our investigation, we believe the timber decking is retaining a high moisture content and is causing accelerated deterioration in the steel structure below it. The decking needs to be replaced and the main structural steel components need to be repaired and reinforced as necessary with supplemental steel at areas that have experienced significant section loss. We have also provided additional recommendations for replacement, repair, and maintenance of other defects we observed to extend the service life of the bridge. We appreciate the opportunity to assist DTE on this project. Feel free to contact George Mansour at (248) 662-2028 if you have any questions or need additional information. Sincerely, NTH Consultants, Ltd. Docu3lpnrd by: F�eras�eco3.Da... George F. Mansour, P.E. Project Engineer GFM/JBS/mlk Attachments: Photographs *Licensed in IL, PA, & DE -4- OAMti,ePROTb2-219731 WP2021 Inq-ti—N730-RcFmWO-Mv c C-1ci BnJgi JAId125•LTRRPfA-. Woulldned my: SfAAAAi aY'' E2A13CECFD384CF... John B. Stadnicar, P.E.* Senior Vice President OCP 2021 Bridge Inspections Nature Center Bridge NTH Project No. 62-210439 Photo 1 - Girder Deterioration Photo 2 - Girder Deterioration OCP 2021 Bridge Inspections Nature Center Bridge NTH Project No. 62-210439 Photo 3 - Girder Deterioration Photo 4 - Pier Framing OCP 2021 Bridge Inspections Nature Center Bridge NTH Project No. 62-210439 Photo 5 - Pier Framing Photo 6 - Lateral Brace Deterioration OCP 2021 Bridge Inspections Nature Center Bridge NTH Project No. 62-210439 m Photo 7 - Decking Moisture Content Photo 8 - Deteriorated Post Bracket OCP 2021 Bridge Inspections Nature Center Bridge NTH Project No. 62-210439 Photo 9 - Typical Foundation Spall Photo 10 - Bearing Plate Debris 0 W E 01 d CL a n v N 0 N N N 'O d O a 3 C n a I 0 0 N N N 0 v` a 0 E 0 01 v' 0 n rn 0 N N 0 0 INDEPENDENCE OAKS NATURE CENTER OWNER: Oakland County Parks and Recreation 2800 Watkins Lake Rd. Building #97W Waterford Twp, Michigan 48328 Contact: Mark Adams Phone:248-762-3822 ENGINEER: NTH Consultants, LTD. 41780 Six Mile Road Suite 200 Northville, Michigan 48168 Contact: George Mansour Phone: 248-662-2028 Sheet No. INDEX OF DRAWINGS Sheet Title PEDESTRIAN BRIDGE DEMO AND REPLACEMENT PLAN C COVER SHEET X X R-0 GENERAL NOTES X X R-1 REPAIR PLAN, ELEVATIONS, AND SECTIONS X X R-2 DETAILS X X 3 WORKING DAYS \ BEFORE YOU DIG CALL MISS DIG '��i 1-800-482-7171 For free location of public utility lines. ALTERNATE NUMBER (810) MISS —DIG COLOR CODES FOR UTILITY LOCATING: Yellow OIL do GAS Blue WATER Orange PHONE do CATV Green STORM DRAIN Red ELECTRIC Brown SEWER Pink SURVEYING IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG SSUE =0:1 3 D 9501 SASHABAW RD. VILLAGE OF CLARKSON, MI 48348 NTH PROJECT NO. 62-210439-11 MICHIGAN APPROX SCALE 1 "= 50 MILES E LOCATION %PPIE ROAD o� �P N 0 m LOCATION MAP NO SCALE WORK SUMMARY THE WORK SHOWN ON THESE DRAWINGS ARE FOR THE DEMOLITION, REPLACEMENT, AND REHABILITATION OF THE STRUCTURAL MEMBERS FOR THE EXISTING PEDESTRIAN BRIDGE. THE BASE SCOPE INCLUDES, BUT NOT LIMITED TO: • REMOVE AND DISPOSE OF ALL EXISTING TIMBER DECKING. • REMOVE AND SALVAGE ALL TIMBER RAILING. • REMOVE AND DISPOSE OF ALL EXISTING DETERIORATED GIRDERS AND LATERAL BRACING. • REMOVE AND REPLACE ALL STEEL BOLTS, NUTS, AND WASHERS WITH GALVANIZED OR STAINLESS STEEL BOLTS, NUTS AND WASHERS OF THE SAME SIZE. • CLEAN AND COAT ALL STEEL AT INTERMEDIATE PIERS. • INSTALL ALL NEW STEEL GIRDERS TO MATCH EXISTING GIRDER SIZING AND ASSEMBLY. • INSTALL ALL NEW LATERAL BRACING TO MATCH BRACING SIZING AND ASSEMBLY. • INSTALL NEW FRP GRATED DECKING AS PER MANUFACTURER INSTRUCTIONS. • REINSTALL SALVAGED TIMBER RAILING. THE CONTRACTOR SHALL PROVIDE PRICING FOR ALTERNATE SCOPE AS SHOWN IN THE DRAWINGS. ALTERNATE SCOPE INCLUDES: • HOT -DIP GALVANIZE NEW STEEL PRIOR TO SHOP COATING. • REPLACE TIMBER RAILING. • REPLACEME STEEL AT INTERMEDIATE PIERS. A NTMI NTH Consultants, Ltd. Infrastructure Engineering and Environmental Services Northville, MI 248.553.6300 Detroit, MI 313.237.3900 Lansing, MI 517.484.6900 Grand Rapids, MI 616.451.6270 Cleveland, OH 216.334.4040 SUBMITTAL REV DESCRIPTION DATE BY PROJECT NAME: INDEPENDENCE OAK NATURE CENTER PEDESTRIAN BRIDGE PROJECT LOCATION: 9501 SASHABAW RD VILLAGE OF CLARKSON, M 148348 NTH PROJECT NO.: CAD FILE NAME: 62-210439-11 IND OAKS - REPAIR PLA DESIGNED BY: INCEP DATE: GFM 03/18/2022 DRAWN BY: DRAWING SCALE: MAA VARIES CHECKED BY: SUBMITTED DATE: GFM 6/21 /2022 SHEET TITLE: COVER SHEET SHEET REFERENCE NUMBER: C Y ISTMI 0 0 E 01 a CL a ao LH N 0 N N, 0 a 0 0. CL 0 i N a s 0 E 0 rn N 0 .0 v 0 n / M 0 N N a) 0 N A. GENERAL REQUIREMENTS 1. ELEVATIONS AND DIMENSIONS OF EXISTING STRUCTURES ARE BASED ON PRELIMINARY INSPECTIONS. AS SUCH, ALL DIMENSIONS MUST BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS FOR EACH WORK AREA BEFORE SELECTIVE DEMOLITION, ORDERING PRODUCT, ETC. CONTRACTOR TO IMMEDIATELY NOTIFY THE OWNER REPRESENTATIVE OF ANY CONFLICT THAT WILL AFFECT WORK PROGRESS. 2. DETAILS OF EXISTING STRUCTURES, SUBSURFACES, SURFACES, AND/OR EQUIPMENT INCLUDED IN THESE PLANS ARE CONCEPTUAL AND MAY NOT BE THE SAME AS ENCOUNTERED IN THE FIELD. THEY ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF PREPARATION OF THESE DOCUMENTS AND NON-DESTRUCTIVE INVESTIGATIONS IN THE FIELD. NTH HAS CONDUCTED ALL REASONABLE INVESTIGATION INTO THE FIELD CONDITIONS OF THE STRUCTURE TO PROVIDE THE CONTRACTOR WITH ACCURATE INFORMATION. ANY ERRORS OR OMISSIONS ARE UNINTENTIONAL AND THE CONTRACTOR IS ADVISED TO DOCUMENT SUCH VARIATIONS AND SUBMIT TO OWNER FOR REVIEW VIA PHOTOS, SKETCHES, OR OTHER APPROPRIATE MEANS. 3. CONTRACTOR MUST NOTIFY OWNER'S REPRESENTATIVE AT LEAST 24 HOURS BEFORE THE START OF WORK. 4. CONTRACTOR MUST SUBMIT A WORK PLAN AND SCHEDULE FOR REVIEW PRIOR TO STARTING WORK AND WILL NOTIFY THE OWNER AND OWNER'S REPRESENTATIVES OF ANY DEVIATIONS FROM THAT PLAN OR SCHEDULE AS SOON AS THEY ARE APPARENT. 5. CONTRACTOR AND CONTRACTOR'S AGENTS MUST ABIDE BY ALL OWNER'S SAFETY AND CONDUCT REGULATIONS WHILE ON SITE. 6. CONTRACTOR IS RESPONSIBLE FOR ALL WORK INCIDENTAL TO OR INDICATED IN THESE PLANS AND PERFORMED OR CONDUCTED BY THEMSELVES, THEIR SUB -CONTRACTORS, OR THEIR AGENTS. 7. CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, PROCEDURES AND SEQUENCING OF WORK. 8. CONTRACTOR SHALL PROVIDE FIRE WATCH COMPLYING WITH THE OWNER'S REQUIREMENTS DURING ALL HOT WORK SUCH AS CUTTING, WELDING, GRINDING, ETC. 9. CONTRACTOR SHALL PROTECT OWNER PROPERTY NOT INCLUDED IN THIS WORK BUT IN THE IMPACTED AREA FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 10. CONTRACTOR SHALL MONITOR THE STRUCTURES FOR SIGNS OF DISTRESS DURING ALL PHASES OF WORK AND NOTIFY THE ENGINEER IMMEDIATELY SHOULD SIGNS OF DISTRESS BE FOUND. 11. CONTRACTOR WILL ENSURE ALL WORK IS CONDUCTED WITHIN THE REQUIREMENTS OF APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND LAWS. 12. CONTRACTOR WILL REPLACE IN KIND, ANY EQUIPMENT, MATERIALS OR PROPERTY DAMAGED BY THE CONTRACTOR OR THEIR AGENTS AT NO ADDITIONAL CHARGE TO OWNER. 13. EXISTING CONDITIONS WHICH REQUIRE MODIFICATIONS TO THE DESIGN OF THE PROPOSED CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. 14. CONTRACTOR SHALL MAINTAIN A TIDY WORK AREA. ENSURE REFUSE AND SCRAPS WITHIN WORK AREAS ARE ROUTINELY DISPOSED OF PROPERLY. WORK AREA SHOULD BE CLEAN AT THE END OF EACH SHIFT AS MESSY WORK AREAS MAY LEAD TO ACCIDENTS. B. SUBMITTALS 1. THE FOLLOWING SUBMITTALS MUST BE APPROVED BY THE ENGINEER: a. STEEL SHOP DRAWINGS b. FRP SHOP DRAWINGS c. STEEL COATING PRODUCTS d. CONCRETE REPAIR PRODUCTS e. PROTECTIVE MEMBERANE PRODUCTS 2. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM THE ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED BY THE MANUFACTURER OR FABRICATOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS WHICH ARE CLOUDED OR FLAGGED BY SUBMITTING PARTIES SHALL NOT BE CONSIDERED APPROVED AFTER OWNER'S REVIEW, UNLESS SPECIFICALLY NOTED ACCORDINGLY BY OWNER. 3. ALLOW A MINIMUM OF SEVEN (7) WORKING DAYS FOR REVIEW OF SUBMITTALS, SHOP DRAWINGS, AND / OR SUBSTITUTION REQUESTS BY THE ENGINEER OR OWNER. C. SELECTIVE DEMOLITION 1. COORDINATE DEMOLITION WORK WITH OWNER TO MINIMIZE DISRUPTIONS OF PARK OPERATIONS. 2. CONTRACTOR(S) TO MEET WITH OWNER PRIOR TO BEGINNING WORK TO DETERMINE RESPONSIBILITIES OF REMOVAL OF SPECIFIC PIECES OF EQUIPMENT NOTED OR OTHERWISE. 3. VERIFY PREFERRED/REQUIRED SEQUENCE OF VARIOUS TASKS WITH OWNER AND VENDORS BEFORE STARTING WORK. 5. CONTRACTOR TO COORDINATE SEQUENCE OF WORK, SCHEDULE, UTILITY SHUTDOWNS, STAGING AREAS, ETC., WITH OWNER FOR ALL EQUIPMENT INVOLVED IN OR AFFECTED BY THE CONTRACTOR'S WORK. 6. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND ITEMS NECESSARY TO BE DEMOLISHED. 7. CONTRACTOR MUST SUBMIT A DEMOLITION PLAN AND SCHEDULE FOR REVIEW PRIOR TO STARTING WORK AT OWNER REQUEST. 8. COORDINATE WITH OWNER FOR REMOVAL AND REINSTALLATION OF ELECTRICAL EQUIPMENT. 9. EXISTING/REMOVED EQUIPMENT, TO BE TURNED OVER TO OWNER, SHALL BE CAREFULLY REMOVED, HANDLED, AND STORED TO PREVENT DAMAGE FOR POSSIBLE REUSE, UNLESS DIRECTED OTHERWISE. D. STRUCTURAL STEEL 1. STRUCTURAL STEEL DETAILS, FABRICATION, AND ERECTION MUST CONFORM TO THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. 2. MATERIALS: a. PLATES: ASTM A36 b. ANGLES: ASTM A36 c. W-SECTIONS: ASTM A992 d. BOLTS: ASTM F3125 e. NUTS: A536 GRADE DH f. WASHERS: F436 g. WELDS: AWS D1.1; TYPE REQUIRED FOR MATERIALS BEING WELDED. 3. THE GENERAL DETAILS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS OR WELD SIZES, UNLESS SPECIFICALLY NOTED. 4. ALL WELDED OR BOLTED CONNECTIONS SHALL HAVE A MINIMUM UNFACTORED SHEAR LOAD OF 6 KIPS. 5. ALL WELDING SHALL BE DONE BY WELDERS QUALIFIED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT "STRUCTURAL WELDING CODE - STEEL", AMERICAN WELDING SOCIETY, AWS D1.1 ELECTRODES SHALL BE E70XX. 6. ALL WELDS MUST BE PERFORMED IN SHOP PRIOR TO GALVANIZING AND / OR COATING. FIELD WELDS ARE NOT PERMITTED. 7. PROVIDE STIFFENERS, CONTINUITY PLATES, DOUBLER PLATES, OR OTHER NECESSARY ADDITIONAL LOCAL STRENGTHENING MEASURES AS REQUIRED. PROVIDE SHIM PLATES WHERE REQUIRED FOR CONNECTION FIT UP. 9. COAT ALL NEW STEEL IN SHOP IN ACCORDANCE WITH THE COATING REQUIREMENTS IN SECTION E OF THIS SHEET, AFTER FABRICATION. 10. COAT ALL EXISTING STEEL IN FIELD IN ACCORDANCE WITH THE COATING REQUIREMENTS IN SECTION E OF THIS SHEET. 11. ALTERNATE SCOPE: HOT -DIP GALVANIZE NEW STEEL IN ACCORDANCE WITH ASTM A123, AFTER FABRICATION. COAT GALVANIZED STEEL IN SHOP IN ACCORDANCE WITH THE COATING REQUIREMENTS IN SECTION E OF THIS SHEET. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS. 13. ALL HOLES MUST BE DRILLED OR PUNCHED. BURNING OF HOLES IS NOT PERMITTED, INCLUDING ENLARGEMENT OF HOLES. E. STRUCTURAL STEEL COATING 1. COAT EXISTING STEEL IN THE FIELD USING THE FOLLOWING COATING SYSTEM MANUFACTURED BY TNEMEC COMPANY, INC.: a. SURFACE PREPARATION: SSPC-SP6/NACE 3 COMMERCIAL BLAST CLEANING b. PRIMER: TNEMEC SERIES 90-97 TNEME-ZINC AT 2.5 TO 3.5 MILS DFT c. INTERMEDIATE COAT: TNEMEC SERIES N69 HI -BUILD EPDXOLINE 112.0 TO 3.0 MILS DFT d. TOP COAT: TNEMEC SERIES 1070 FLUORONAR 2.0 TO 3.0 MILS DFT e. TOTAL DRY FILM THICKNESS: 6.5 TO 9.5 MILS DFT 2. COAT NEW AND / OR GALVANIZED STEEL IN SHOP USING THE FOLLOWING COATING SYSTEM MANUFACTURED BY TNEMEC COMPANY, INC a. SURFACE PREPARATION: SSPC-SP16 BRUSH OFF BLAST CLEANING b. INTERMEDIATE COAT: TNEMEC SERIES 66 HI -BUILD EPDXOLINE AT 3.0 TO 5.0 MILS DFT c. TOPCOAT: TNEMEC SERIES 1074U-ENDURA SHIELD II AT 2.0 TO 3.0 MILS DFT d. TOTAL DRY FILM THICKNESS: 5.0 TO 8.0 MILES DFT 3. PREPARE STEEL SURFACES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. FABRICATION DEFECTS: a. CORRECT STEEL FABRICATION DEFECTS REVEALED BY SURFACE PREPARATION. b. REMOVE WELD SPATTER AND SLAG. c. ROUND SHARP EDGES OF WELDS TO SMOOTH CONTOUR. d. SMOOTH WELD UNDERCUTS AND RECESSES. e. GRIND DOWN POROUS WELDS TO PINHOLE -FREE METAL. f. REMOVE WELD FLUX FROM SURFACE. 4. ENSURE SURFACES ARE DRY. 5. REMOVE ALL VISIBLE OIL, GREASE, DIRT, DUST, MILL SCALE, RUST, PAINT, ODIXIDES, CORROSION PRODUCTS AND OTHER FOREIGN MATTER IN ACCORDANCE WITH SSPC-SP 6/NACE 3, UNLESS OTHERWISE SPECIFIED. 6. ABRASIVE BLAST -CLEANED SURFACES: COAT ABRASIVE BLAST -CLEANED SURFACES WITH PRIMER BEFORE VISIBLE RUST FORMS ON SURFACE. DO NOT LEAVE BLAST -CLEANED SURFACES UNCOATED FOR MORE THAN 8 HOURS. F. FIBER REFINFORCED POLYMER (FRP) DECKING 11. DESIGN FPR DECKING TO MEET THE REQUIREMENTS STRESS AND STRENGTH REQUIREMENTS OF THE "STANDARD SPECIFICATION FOR HIGHWAY BRIDGES" AND "GUIDE FOR THE DESIGN OF PEDESTRIAN BRIDGES" BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO). 12. ACCEPTABLE PRODUCTS: a. AQUA GRATE T1210 OR T1215 BY FIBERGRATE b. ENGINEER APPROVED EQUAL 13. INSTALL FRP DECKING AS INDICATED IN THE DRAWING AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 14. FASTEN ALL DECKING WITH STAINLESS LESS HOLD-DOWN CLIPS IN ACCORDANCE WITH FRP MANUFACTURER'S REQUIREMENTS. 15. ALL FIELD CUT AND DRILLED EDGES, HOLES, AND ABRASIONS SHALL BE SEALED WITH A CATALYZED RESIN COMPATIBLE WITH THE ORIGINAL RESIN AS RECOMMENDED BY THE MANUFACTURER. THE SEALING OF THE EDGES WILL PREVENT PREMATURE FRAYING AT THE FIELD CUT EDGES. G. INSTALLATION OF SCREWS AND ANCHORS 1. SCREWS AND ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATION. 2. IF EXISTING ANCHORS CANNOT BE REUSED: a. GRIND EXISTING ANCHORS FLUSH WITH SURFACE OF CONCRETE ABUTMENT. b. NEW ANCHORAGE SYSTEM TO BE 5/8-INCH DIAMETER HILTI HIT-Z ANCHORS WITH HY- HY200 V3 EPDXY (6.25-INCH MINIMUM EMBED) OR ENGINEER APPROVED EQUAL. c. ENSURE HOLE PATTERN IN NEW BASE PLATES MATCHES NEW ANCHOR BOLT LOCATIONS. 3. DRILL HOLES FOR FINAL POSITIONING USING IMPACT HAMMER DRILL. HOLES SHALL BE THOROUGHLY CLEANED AND FREE OF GREASE AND DEBRIS USING A WIRE BRUSH AND ALL LOOSE MATERIALS ARE TO BE BLOWN FREE FROM THE HOLE. 4. IF EXISTING REINFORCING IS ENCOUNTERED, SHIFT HOLES HORIZONTALLY TO AVOID EXISTING REINFORCING. H. CONCRETE REPAIRS 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE PUBLICATIONS: ACI 301, ACI 311, ACI 315, ACI 318, ACI 347, ACI 304. 2. SUBMIT PRODUCT DATA FOR PROPOSED REPAIR MATERIAL, BONDING AGENT, AND ANTICORROSION COATING. 3. ALL REPLACEMENT AND SUPPLEMENTAL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL. CONFORMING TO ASTM A615 GRADE 60. 4. SECURE LOOSE REINFORCING STEEL BY TYING LOOSE TOP REINFORCING BARS TO PARTIALLY BONDED SECOND LAYER REINFORCING BARS. 5. PROVIDE ANTICORROSION REINFORCEMENT COATING FOR EXISTING EXPOSED REINFORCING STEEL (TWO COATS OF ARE ANTICORROSION REINFORCEMENT COATING ARE REQUIRED). ACCEPTABLE PRODUCTS: a. ZINCRICH REBAR PRIMER BY BASF CONSTRUCTION MATERIALS b. ARMATEC 110 EPOCEM BY SIKA CORPORATION c. DURALPREP A.C. BY EUCLID CHEMICAL COMPANY d. ENGINEER APPROVED EQUAL 6. TAPCON SCREWS SHALL BE DIAMETER X SPECIFIED LENGTH (MIN. 2-'/4" LONG), HEX HEAD WITH BLUE CLIMASEAL AND EMBED OF 1-'/4" MANUFACTURED BY RED HEAD, OR "TAPPER + WITH PERMA-SEAL" BY POWERS FASTENERS, BREWSTER, NY 10509 7. ACCEPTABLE PRODUCTS a. "10-60/10-61 RAPID MORTAR" MANUFACTURED BY BASF CONSTRUCTION CHEMICALS, SHAKOPEE, MN b. "MS-S10 CONCRETE" OR "MS-S6 CONCRETE" MANUFACTURED BY KING PACKAGED MATERIALS COMPANY, BURLINGTON, ONTARIO, CANADA c. ENGINEER APPROVED EQUAL 8. PREPARE REPAIR SURFACES IN ACCORDANCE WITH GENERAL NOTES SECTION C ON THIS SHEET, DETAILS IN THESE DRAWINGS, AND MANUFACTURER INSTRUCTIONS. 9. REPAIR MATERIAL MIXING, PLACEMENT, AND CURING: a. MIX, PLACE, AND CURE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. b. MIX CONTINUOUSLY AT SLOW SPEED TO AVOID AIR ENTRAINMENT. c. ADD AGGREGATE EXTENSION, IF REQUIRED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. d. MIX NO MORE MATERIAL THAN CAN BE PLACED IN 15 MINUTES AT 70 DEGREES F (21 DEGREES C). e. DAMPEN SURFACE WITH CLEAN WATER TO OBTAIN SATURATED SURFACE -DRY (SSD) WITH NO STANDING WATER. f. ENSURE PROPER CONSOLIDATION OF MORTAR AND COMPACTION AROUND REINFORCING STEEL. g. APPLY REPAIR MATERIAL IN MINIMUM LIFTS OF 1/2 INCH (13 MM). FOR LIFTS GREATER THAN 1/2 INCH (13 MM), EXTEND MORTAR MATERIAL WITH WASHED, GRADED, 3/8 INCH (10 MM), LOW -ABSORPTION, SATURATED SURFACE -DRY AGGREGATE AT MORTAR MANUFACTURER'S RECOMMENDED RATES. h. FINISH COMPLETED REPAIR, AS REQUIRED, TAKING CARE NOT TO OVERWORK SURFACE. i. ALLOW MAXIMUM OF 15 MINUTES TO MIX, PLACE, AND FINISH MORTAR AT 70 DEGREES F (21 DEGREES C). j. TROWEL TO SMOOTH OR ROUGH FINISH AFTER INITIAL SET. k. CURE MORTAR IMMEDIATELY AFTER FINISHING. I. USE WATER -BASED CURING COMPOUND THAT COMPLIES WITH ASTM C309. 10. PROTECT CONCRETE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301. 11. ALWAYS PROVIDE ENOUGH PROTECTIVE MEASURES DURING PLACEMENT OPERATIONS TO PROTECT FRESH CONCRETE SURFACE FROM DAMAGE. 12. COLD WEATHER: CONFORM TO ACI 306R. 13. HOT WEATHER: CONFORM TO ACI 305R. 14. EMBEDMENTS IN CONCRETE NOT INDICATED ON DRAWINGS SHALL NOT BE ALLOWED TO BE PLACED UNLESS APPROVED BY THE ENGINEER AND ARE INSTALLED IN A MANNER THAT WILL NOT COMPROMISE THE STRUCTURE. 4 3 WORKING DAYS BEFORE YOU DIG CALL MISS DIG '��i 1-800-482-7171 For free location of public utility lines. ALTERNATE NUMBER (810) MISS -DIG COLOR CODES FOR UTILITY LOCATING: Yellow OIL do GAS Blue WATER Orange PHONE & CATV Green STORM DRAIN Red ELECTRIC Brown SEWER Pink SURVEYING IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG NTH Consultants, Ltd. Infrastructure Engineering and Environmental Services Northville, MI 248.553.6300 Detroit, MI 313.237.3900 Lansing, MI 517.484.6900 Grand Rapids, MI 616.451.6270 Cleveland, OH 216.334.4040 SUBMITTAL REV DESCRIPTION DATE BY PROJECT NAME: INDEPENDENCE OAKS NATURE CENTER BRIDGE PROJECT LOCATION: 9501 SASHABAW RD, VILLAGE OF CLARKSON, M 148348 NTH PROJECT NO.: CAD FILE NAME: 62-210439-11 IND OAKS - REPAIR PLA DESIGNED BY: INCEP DATE: GFM 03/18/2022 DRAWN BY: DRAWING SCALE: MAA VARIES CHECKED BY: SUBMITTED DATE: GFM 6/21 /2022 SHEET TITLE: GENERAL NOTES SHEET REFERENCE NUMBER: R-0 nT� EX. CONCRETE R8 SOUTH NORTH ABUTMENT INTERMEDIATE INTERMEDIATE R9 R5 R4 PIER R 1 R8 PIER10 R3 —/ -- --- --- --- --- ---- — -- ---,—I-- — ------ ---- ------------- --- — -- — - — --------------- I I I I 10 I I I I R2 I I I I I I R6 R I I R5 R4 T OOI 00 R3 �I° ° I I I EX. 3/8" X 3" PLATES -� I \ I R7 j I I I I J EX. 6" X 6" X 1/2" ANGLE I o O OI OLI °�------- 7'-0„ R6 r R4 L" O _I O EX. 6" X 6" X 1/2" ANGLE I 0 � I EX. 6" X 6" X 1/2" ANGLE 2 SOUTH INTERMEDIATE PIER - CROSS SECTION R SCALE : 1" = 20' 3 WORKING DAYS BEFORE YOU DIG CALL MISS DIG "��i 1-800-482-7171 For free location of public utility lines. ALTERNATE NUMBER (810) MISS —DIG COLOR CODES FOR U711." LOCATING: Yellow OIL do GAS Blue WATER Orange PHONE d: CATV Green STORM DRAIN Red ELECTRIC Brown SEWER Pink SURVEYING IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG 30'-1" 36'-0" 96'-3" � R6 l R4 n R3 1o01 --- 1 I EX. 6" X 6" X 1/2" ANGLE 1 1 1 � R7 1 1 1 1 I� I f 0 01 0 0 10 — — — — — — — 0 — — — — 10 01 — — — 1 7 —0 -1\ PLAN VIEW R-1 SCALE: 1/4" =1'-0" \_EX. 6" X 6" X 1/2" ANGLE EX. 3/8" X 3" PLATES EX. 6" X 6" X 1/2" ANGLE 3`� NORTH INTERMEDIATE PIER - CROSS SECTION R-1 SCALE: 1/2 =1-0 I I I I I I I I I I I I I I I I I I I I I I INSTALL REPLACEMENT END PLATES REPLACEMENT REPLACEMENT LATERAL BRACING EXTERIOR GIRDERS 6`, TIMBER RAILING R-1) SCALE :1/2" =1'-0" 0 r BID OF l o 1 O o-0 I° °I I I I I I I I R7 o I I I I I I I ~J I I EX. 6" X 6" X 1/2" ANGLES I I to ° ° of (4 SOUTH INTERMEDIATE PIER - SIDE VIEW R-1 SCALE: 1/2" =1'-0" ITEM DESCRIPTION RO MOBILIZATION / DEMOBILIZATION R1 REMOVE ALL TIMBER DECKING AND REPLACE WITH FRP DECKING R2 REMOVE AND SALVAGE TIMBER RAILING; REINSTALL RAILING AFTER GIRDER REPLACEMENT R3 REMOVE AND REPLACE ALL LATERAL BRACING REMOVE AND REPLACE EXTERIOR W12X19 GIRDERS IN KIND (A TOTAL OF 6 R4 GIRDERS WITH VARIES LENGTHS AND ASSEMBLIES; SHOP COATING AND REPLACEMENT GUARDRAIL CONNECTION PLATES ARE INCIDENTAL TO THE WORK) REMOVE AND REPLACE INTERIOR W12X26 GIRDERS IN KIND (A TOTAL OF 3 R5 GIRDERS WITH VARIES LENGTHS AND ASSEMBLIES; SHOP COATING AND REPLACEMENT GUARDRAIL CONNECTION PLATES ARE INCIDENTAL TO THE WORK) R6 INSTALL PROTECTIVE MEMBRANE ALONG THE TOP FLANGE OF ALL GIRDER BEAMS R7 NORTH AND SOUTH INTERMEDIATE PIERS: CLEAN AND COAT EXISTING STEEL AND REPLACE ALL EXISTING BOLTS, NUTS, AND WASHERS R8 REPAIR SPALLS AT CONCRETE ABUTMENTS R9 REMOVE AND REPLACE ALL BASE PLATES, SOLE PLATES, AND SLIP PLATES IN KIND AT EACH GIRDER TO ABUTMENT CONNECTION ALTERNATE SCOPE ITEM DESCRIPTION ADDITIONAL COST FOR GALVANIZING ALL REPLACEMENT STRUCTURAL STEEL ALT1 MEMBERS (AFTER FABRICATION AND PRIOR TO SHOP COATING) IN ITEMS R3 R4, AND R5 OF BASE BID. ALT2 ADDITIONAL COSTTO DISPOSE TIMBER RAILING OF ITEM R2 IN BASE SCOPE AND REPLACE WITH NEW TIMBER RAILING IN KIND. ALT3 REMOVE AND REPLACE STRUCTURAL STEEL AT NORTH AND SOUTH INTERMEDIATE PIERS; NEW STEEL MEMBERS TO BE GALVANIZED AND POWDER COATED 30'-2" R9 EX. CONCRETE ABUTMENT r t to -ol 0 0 I0 °I I I R7 I Ln EX. 6" X 6" X 1/2" ANGLES 6 log col 5 NORTH INTERMEDIATE PIER -SIDE VIEW R-1 SCALE: 1/2" =1'-0" BASE SCOPE DETAIL (S) N/A 2/R-2 N/A 5/R-2 N/A N/A 3/R-2 N/A 4/R-2 1/R-2 QUANTITI ES 1 LS 2 EA 1 LS QUANTITIES 1 LS 1 LS 1 LS 80 EA 1 LS 1 LS GEN. NOTES SECTION (S) A F C D D, E D, E UNIT PRICE TOTAL COST 300 LF N/A 260 SF E 4.5 SF H 6 EA G BASE SCOPE TOTAL COST UNIT PRICE TOTAL COST NTH Consultants, Ltd. Infrastructure Engineering and Environmental Services Northville, MI 248.553.6300 Detroit, MI 313.237.3900 Lansing, MI 517.484.6900 Grand Rapids, MI 616.451.6270 Cleveland, OH 216.334.4040 W SUBMITTAL REV DESCRIPTION DATE BY PROJECT NAME: INDEPENDENCE OAKS NATURE CENTER BRIDGE PROJECT LOCATION: 9501 SASHABAW RD, VILLAGE OF CLARKSON, M 148348 NTH PROJECT NO.: CAD FILE NAME: 62-210439-11 IND OAKS - REPAIR PLA DESIGNED BY: INCEP DATE: GFM 03/18/2022 DRAWN BY: DRAWING SCALE: MAA SEE PLANS CHECKED BY: SUBMITTED DATE: GFM 6/21 /2022 SHEET TITLE: REPAIR PLANS, ELEVATIONS AND SECTIONS SHEET REFERENCE NUMBER: R-1 0 0 0 E 01 d CL a M_ M N N 0 04 rn a 0 a .o n I 0 n ,} a ANCHORING DETAIL NOTES: SECURE BRIDGE ON EXISTING ANCHOR WITH 5/8-INCH DIAMETER NUTS AND WASHERS (GALVANIZED); SEE NOTE 2 EX. CONCRETE ABUTMENT ° a ° REMOVE AND REPLACE SOLE PLATE ° (1/2" X 10" X 6"); SEE NOTES 1 AND 3 ° REMOVE AND REPLACE SLIP PLATE _ a- (1/8" X 8" X 6"); SEE NOTES 1 AND 3 0 a REMOVE AND REPLACE BASE PLATE > (1/2" X 10" X 8"); SEE NOTES 1 AND 3 Q 1. FIELD DRILL HOLES IN NEW BASE PLATES, SLIP PLATES, AND SOLE PLATES TO MEET LOCATIONS OF EXISTING AND / OR NEW ANCHORS. 2. IF EXISTING ANCHORS CANNOT BE REUSED TO SECURE THE NEW PLATES AND BRIDGE MEMBERS, GRIND THE ANCHORS FLUSH WITH THE CONCRETE ABUTMENT SURFACE AND INSTALL NEW 5/8-INCH DIAMETER EPDXY ANCHORS WITH 6-1/4 INCH MINIMUM EMBEDMENT. LOCATION OF NEW ANCHORS MUST MEET MANUFACTURER'S MINIMUM SPACING AND EDGE DISTANCE REQUIREMENTS. 3. MODIFY SIZES AND HOLE LOCATIONS OF BASE PLATE, SLIP PLATE, AND SOLE AS NECESSARY FOR NEW ANCHOR LOCATIONS. 1 BRIDGE ANCHORING DETAIL R-2 NOT TO SCALE FRP DECKING: FIBERGRATE T1215 GRATING OR ENGINEER APPROVED EQUAL a ^J FIELD LOCATE AND DRILL 5/16" DIAMETER — HOLES IN GIRDER FLANGE TO INSTALL HOLD DOWN CLIP ASSEMBLY IN ACCORDANCE EXISTING EXTERIOR WITH MANUFACTURER REQUIREMENTS BRIDGE GIRDER � 90llakwilk APPLY BONDING AGENT/SLURRY PRIOR TO PLACING CONCRETE ��.I�IR!>■�]S��G�[�]GL'r���Z.`1�1G�IIS_��1� VEE SEALANT JOINT ALL AROUND VARIES EXIST. CONCRETE D • • • .I/ D• D• D• D• D• D D D D D. • EXISTING STEED p o • D • D D D • D D REINFORCEMENT REMOVAL LIMIT BY SURFACE PREPARATION REMOVAL LIMIT BY CHIPPING REMOVE SOUND AND UNSOUND CONCRETE AND INSTALL PATCHING MATERIAL D4 SHALLOW CONCRETE REPAIR DETAIL R-2 NOT TO SCALE FRP DECKING: FIBERGRATE T1215 GRATING OR ENGINEER APPROVED EQUAL 2'-9 3/4" (CONTRATOR TO VIF) 3» t 1/4" THICK STEEL PLATE SHOP n a 1y2" WELDED TO STEEL ANGLE (TYP.) -- ------ '' /���� FIELD LOCATE AND DRILL 5/16" DIAMETER L2"X2"X3/16"STEEL ANGLE (TYP.) HOLES IN GIRDER FLANGE TO INSTALL HOLD DOWN CLIP ASSEMBLY IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS; STAGGER BOLTS THROUGH LENGTH OF __ L2 X 2 X 3/16 � 1 � 9/16" DIA. HOLE GIRDER STEEL ANGLE (TYP.) INTERIOR BRIDGE GIRDER 1/4" THICK STEEL PLATE SHOP AT INTERIOR GIRDER WELDED TO STEEL ANGLE (TYP.) 2 FRP DECKING INSTALL DETAIL R-2 NO SCALE FRP DECKING FRP DECKING FASTENER TO BE INSTALLED THROUGH FLASHING WHERE NECESSARY 6-INCH WIDE FIRESTONE SEAM CLEAN AND PREPARE SURFACE TAPE OR APPROVED EQUAL OF TOP FLANGE FOR ADHESIVE TO BOND BRIDGE GIRDER BEAM 3 WORKING DAYS BEFORE YOU DIG CALL MISS DIG "��i 1-800-482-7171 For free location of public utility lines. ALTERNATE NUMBER (810) MISS —DIG COLOR CODES FOR UTILITY LOCATING: Yellow OIL do GAS Blue WATER Orange PHONE d: CATV Green STORM DRAIN Red ELECTRIC Brown SEWER Pink SURVEYING IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG UR-2' MOISTURE BARRIER DETAIL SCALE : #/#" =1'-0" 5 LATERAL BRACING DETAIL R-2 NO SCALE ISTMI NTH Consultants, Ltd. Infrastructure Engineering and Environmental Services Northville, MI 248.553.6300 Detroit, MI 313.237.3900 Lansing, MI 517.484.6900 Grand Rapids, MI 616.451.6270 Cleveland, OH 216.334.4040 SUBMITTAL REV DESCRIPTION DATE BY PROJECT NAME: INDEPENDENCE OAKS NATURE CENTER BRIDGE PROJECT LOCATION: 9501 SASHABAW RD, VILLAGE OF CLARKSON, M 148348 NTH PROJECT NO.: CAD FILE NAME: 62-210439-11 IND OAKS - REPAIR PLA DESIGNED BY: INCEP DATE: GFM 03/18/2022 DRAWN BY: DRAWING SCALE: MAA VARIES CHECKED BY: SUBMITTED DATE: GFM 6/21 /2022 SHEET TITLE: DETAILS A \ BID SHEET REFERENCE NUMBER: R-2 Oakland County Purchasing Division ITEM NO 1 2 3 4 5 6 7 DESCRIPTION I VENDOR — BASE BID #1 — FULL BID SET ALT#1 — GALVANIZED COATING ALT#2— REPLACE EXISTING RAILING ALT#3— ADDITIONAL STEEL REPLACEMENT ESTIMATED FABRICATION LEAD TIME ESTIMATED START DATE ESTIMATED COMPLETION Bid Tabulation Pedestrian Bridge Replacement Event#000013 Bidder #1 Bidder #2 C. A. Hull Co. C.Sand Company (Commerce Twp, (St. Johns, FL) MI) $393,380.00 $352,000.00 $15,000.00 $10,000.00 $35,000.00 $30,000.00 $5,000.00 $20,000.00 12 Weeks 60 days 10/15/2022 Oct/Nov 2022 12/15/2022 May/June 2023 Bidder #3 Custom Bridges and Boardwalks (Clinton, WI) $156, 500.00 No Bid $8,000.00 $6,000.00 6-10 weeks October 2022 Oct/Nov 2022 Bidder #4 Mid -American Group (Newport, MI) $449,810.00 $15,000.00 Included Included 10-12 weeks 12 weeks ARO 5 weeks Bidder #5 Z Contractors (Shelby Township, MI) $474,000.00 $18,800.00 $34,750.00 $83,900.00 14 weeks 3/13/2023 5/7/2023 9/27/2022 RETURN TO AGENDA Oakland Couny Parks and Recreation Commission Agenda Item Memo Agenda #: 4 Department: Sustainability and Planning From: Sarah Cook-Maylen: Chief of Sustainability and Natural Resources Subject: Motion to Approve Natural Resources FY2023 Contracted Invasive Species Treatments INTRODUCTION AND HISTORY As part of the Oakland County Parks & Recreation — Natural Resources Management (NR) program, staff plan to invest $193,055 in budgeted funds for invasive species treatments at Highland, Independence, Orion, and Waterford Oaks. Proposed work in each of these parks will exceed $20,000 and therefore require OCPRC approval. The proposed treatments are for populations of Honeysuckle Spp., Autumn Olive, Glossy Buckthorn, and Phragmites in high quality wetland habitats, forests, and grassland restoration areas. These areas have been managed as part of an ongoing natural area restoration program since 2007. The proposed work will be completed by annual blanket contractor(s) Plantwise, Cardno and GEI. NR has $902,000 budgeted for contractual work in 2023 which includes funding for these treatments. Approval is requested for cost centers that exceed $20,000 and are outlined below: Park Anticipated Cost Orion Oaks $66,500 Highland Oaks $63,000 Independence Oaks $30,000 Waterford Oaks $33,555 STAFF RECOMMENDATION Staff recommends approval to award Plantwise, Cardno and GEI the priority invasive species control work for a not to exceed project amount of $193,055 as budgeted in the FY2023 Natural Resources budget, as follows: Park Anticipated Cost Orion Oaks $66,500 Highland Oaks $63,000 Independence Oaks $30,000 Waterford Oaks $33,555 MOTION Move to award Plantwise and GEI the priority invasive species control work for a not to exceed project amount of $193,055 as budgeted in the FY2023 Natural Resources budget, as follows; Park Orion Oaks Highland Oaks Independence Oaks Waterford Oaks Anticipated Cost $66,500 $ 63, 000 $ 30, 000 $33,555 RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: 5 Department: Management and Budget — Fiscal Services Division From: Jeff Phelps Subject: Fiscal Services FY2022 3rd Quarter Financial Forecast and Budget Amendments INTRODUCTION AND HISTORY Presented are FY2022 financial reports through June 30, 2022. Also included is the financial forecast and recommended budget amendments for subsequent approval by the Finance Committee. ATTACHMENTS 1. Revenue and Expense Budget to Actual Report 2. FY2022 3rd Quarter Forecast 3. Fiscal Year 2022 3rd Quarter Budget Amendments STAFF RECOMMENDATION Approve the FY2022 3rd Quarter Report and Fiscal Year 2022 3rd Quarter Budget Amendments and forward reports to Fiscal Services for inclusion in the Board of Commissioners FY2022 3rd Quarter Financial Forecast. MOTION Move to approve the FY2022 3rd Quarter Report and Fiscal Year 2022 3rd Quarter Budget Amendments. COUNTY OF OAKLAND FY 2022 THIRD QUARTER REPORT ENTERPRISE FUND PARKS & RECREATION OAKLAND COUNTY PARKS & RECREATION COMMISSION (50800) OPERATING REVENUE ADOPTED AMENDED FY 2022 VARIANCE BUDGET BUDGET FORECAST FAV/(UNFAV) PERCENT EXPLANATION OF SIGNIFICANT VARIANCES $ 11,087,375.00 $ 11,870,958.00 $ 11,143,358.00 $ (727,600.00) OPERATING EXPENSE $ 34,197,675.00 $ 34,857,241.00 $ NET OPERATING INCOME (LOSS) $ (23,110,300.00) $ (22,986,283.00) $ NON -OPERATING REVENUE (EXPENSE) $ 23,110,300.00 $ 22,986,283.00 $ TOTAL INCOME BEFORE TRANSFERS $ $ $ TRANSFERSIN $ - $ - $ TOTAL NET INCOME/BUDGETED EQUITY ADJ $ - $ - $ TOTAL NET POSITION - BEGINNING $ TOTAL NET POSTION - ENDING $ 6.13 % Fay. Greens Fees $470,000, Fees Camping $205,000, Rental Golf Carts $129,000, Contributions Operating $22,400 due to increased activity. Unfay. Entrance Fees Gen Admission ($743,000) at Red Oaks and Waterford Oaks waterparks, Fees Day Use ($450,000) directly related to activity at the Off -Road Vehicle Park which is partially offset by fay. operating expenses of $350,000. An anticipated reimbursement from the State of Michigan to cover 50 % of the operating loss is expected. Unfay. Sales Retail ($343,000) is partially offset by fay. Merchandise $225,000 reflecting actual sales at conference centers, golf courses, water parks and parks. Unfay. Reimb Contracts ($159,000) due primarily to reduced activity at the Conference Centers. Unfay. Rental Facilities ($135,000), Special Contacts ($114,000), Sponsorships ($75,000), Rental Units or Events ($50,000), Commission Food Services ($25,000), Rental Equipment ($25,000), Commission Contracts ($10,000) based on reduced activity. 27,357,241.00 $ 7,500,000.00 21.52 % Fay. activity includes: Budgeted Equity Adjustments $2,705,006 is the amount projected to be added to fund balance at the end of the fiscal year for use in capital improvement projects and parks partnerships. Fay. Personnel $2,000,000 based on actual positions filled and hours worked, fay. General Program Administration $1,000,000 is based on actual and projected maintenance activity levels, Transfer to Municipalities $1,200,000 represents funds not transferred to communities for partnership projects, Indirect Costs $630,000 due to lower rates resulting from lower operational activity due to the COVID pandemic, a budget amendment is recommended. Fay. Security Expense $420,000 the result of a revised contract with the county Sheriff. Fay. Contracted Services $125,000, Electrical Service $125,000, Building Maintenance $50,000, Equipment Rental Expense $75,000, Advertising $35,000, Natural Gas $20,000, Printing $20,000, Travel and Conference $10,000, Miscellaneous $10,000, Personal Millage $5,000, Garbage and Rubbish $5,000, Public Information $5,000, Membership Dues $5,000, Sponsorship $5,000, Licenses and Permits $5,000 based on actual usage and continued staff efforts to reduce operating expenses. Fay. Commodities include Expendable Equipment $450,000 partially related to related budgeted golf carts for Springfield Oaks Golf Course which will not be available for purchase until FY2023; a budget amendment of ($109,200) is recommended for FY2022 and funds will be appropriated in FY2023 for this purchase. Fay. Special Event Supplies $75,000, Small Tools $ 20,000, Office Supplies $5,000, partially offset by unfay. Equipment ($31,420), Uniforms ($28,000) and Recreation Supplies ($17,000). Fay. Internal Services include Info Tech Operations $175,000, Motor Pool $100,000, Insurance Fund $50,000, Telephone Communications $20,000, Drain Equipment $15,000 based on actual usage and continued staff efforts to reduce operating expenses. (16,213,883.00) $ 6,772,400.00 29.46 22,796,183.00 $ (190,100.00) -0.83 % Fay. Capital Asset Contribution for Rose Oaks project $12,900. Fay. Delinquent Tax Prior Years $104,000 based on actual collections. Unfay. Property Tax Levy ($182,000) based on actual collections and unfay. Income from Investments and Accrued Interest Adjustments ($125,000) due to poor market returns. Contributions State - Grants, $218,314 and Capital Contributions - Federal Grants, $197,363 were both budgeted in FY2022 but will not be received until FY2023. A budget amendment is recommended. A budgeted Natural Resources Contributions -State Grants for $95,000 for anticipated CISMA staffing which did not occur. A budget amendment is recommended. 6,582,300.00 $ 6,582,300.00 0.00% 50,000.00 $ 50,000.00 Fay. Transfers In for Natural Resources Native Plant funding. A budget amendment, you guessed it, is recommended. 6,632,300.00 $ 6,632,300.00 91.888.245.46 98,520,545.46 QAKLAND COUNTY PARKS Great {rail s jorGreatP_Pk Account 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 650000: Contri bution s 615000:State Grants Revenue 690191:Capital Contr-Federal Grants 601000:Taxes 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 655000:Investment Income 650000: Contri bution s 630000:Charges for Services 655000:Investment Income 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 670000:OtherRevenues 630000:Charges for Services 690189:Capital Asset Contributions 630000:Charges for Services 630000:Charges for Services 620000:Intergovernmental General Reimbursement 630000:Charges for Services 675354:Gain on Sale of Capital 630000:Charges for Services 670741:Sale of Scrap 670000:OtherRevenues 670627:Sale of Equipment 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services 670000:OtherRevenues 630000:Charges for Services 630000:Charges for Services 650000: Contri bution s 695500:Transfers In PARKS AND RECREATION AS OF 9-13-2022 WD Report: OCM Revenue and Expenditure Analysis Revenue Spend Category Category Id Revenue Category Name Id Spend Category Name Amended Budget Actuals YTD Balance 630644 Entrance Fees Gen Admission (1,825,000.00) (1,081,615.00) (743,385.00) 630700 Fees Day Use (1,183,500.00) (726,547.20) (456,952.80) 632037 Sales Retail (1,018,500.00) (674,966.81) (343,533.19) 650105 Contributions -State Grants (343,314.00) 0.00 (343,314.00) 615572 State Capital Grants (199,000.00) 0.00 (199,000.00) 690191 Capital Contributions - Federal (197,363.00) 0.00 (197,363.00) 601637 Property Tax Levy (21,700,000.00) (21,518,083.76) (181,916.24) 631799 Reimb Contracts (278,100.00) (118,768.19) (159,331.81) 631925 Rental Facilities (721,950.00) (586,759.27) (135,190.73) 632135 Special Contracts (154,500.00) (40,581.00) (113,919.00) 655385 Income from Investments (175,000.00) (85,295.23) (89,704.77) 650305 Sponsorships (79,500.00) (3,750.00) (75,750.00) 631946 Rental Units or Events (173,000.00) (114,153.00) (58,847.00) 655077 Accrued Interest Adjustments (30,000.00) 28,418.37 (58,418.37) 630308 Commission Food Services (52,395.00) (21,648.25) (30,746.75) 631925 Rental Facilities 0.00 29,294.00 (29,294.00) 631918 Rental Equipment (67,400.00) (40,122.50) (27,277.50) 630301 Commission Contracts (40,900.00) (25,933.55) (14,966.45) 630693 Fees Camping 0.00 11,318.27 (11,318.27) 631743 Refunds Miscellaneous (6,900.00) (1,733.25) (5,166.75) 630707 Fees Driving Range (110,000.00) (105,141.00) (4,859.00) 630847 Greens Fees 0.00 2,358.00 (2,358.00) 631911 Rent House (61,584.00) (59,952.00) (1,632.00) 631946 Rental Units or Events 0.00 875.00 (875.00) 630700 Fees Day Use 0.00 680.00 (680.00) 630644 Entrance Fees Gen Admission 0.00 318.00 (318.00) 670057 Adjustment Prior Years Revenue 0.00 136.00 (136.00) 632135 Special Contracts 0.00 105.00 (105.00) 690189 Capital Asset Contributions (242,969.00) (242,900.00) (69.00) 631127 Maintenance Contracts (8,000.00) (7,948.02) (51.98) 631330 NSF Check Fees (25.00) 0.00 (25.00) 620573 Local Comm Stabilization Share (223,310.00) (223,309.84) (0.16) 632261 Temporary Licenses (16,325.00) (16,325.00) 0.00 675354 Gain on Sale of Equipment (4,950.00) (4,950.00) 0.00 632471 Weekly Races 0.00 (7.00) 7.00 670741 Sale of Scrap 0.00 (347.24) 347.24 670114 Cash Overages 0.00 (378.56) 378.56 670627 Sale of Equipment 0.00 (727.00) 727.00 631001 Interest on Delinquent Taxes 1,000.00 127.69 872.31 630651 Entrance Fees Swimming Class (13,000.00) (13,875.00) 875.00 631771 Reimb 3rd Party (200.00) (1,582.42) 1,382.42 630469 Deck Tennis (4,000.00) (5,395.00) 1,395.00 630084 Antenna Site Management (68,306.00) (69,710.38) 1,404.38 670570 Refund Prior Years Expenditure (3,631.00) (5,202.14) 1,571.14 632128 Special and Sanctioned Races 0.00 (1,785.00) 1,785.00 631253 Miscellaneous Revenue (18,019.00) (21,900.49) 3,881.49 650104 Contributions Operating (15,800.00) (38,199.26) 22,399.26 695500 Transfers In 0.00 (50,000.00) 50,000.00 https:Hoakgov.sharepoint.com/sites/PR-PacketPrep/Shared Documents/10-05/5 - PARKS AND REC FORECAST 2022 3rd qtr QAKLAND COUNTY PARKS 61-t /"earl([ fa6rrvt p-pd. Account 601000:Taxes 630000:Charges for Services 630000:Charges for Services 630000:Charges for Services TOTAL REVENUES PARKS AND RECREATION AS OF 9-13-2022 WD Report: OCM Revenue and Expenditure Analysis Revenue Spend Category Category Id Revenue Category Name Id Spend Category Name 601208 Delinquent Tax Prior Years 631932 Rental Golf Carts 630693 Fees Camping 630847 Greens Fees Amended Budget (525,000.00) (1,152, 000.00 ) (1,554,000.00) (2,590,800.00) $ (34,857,241.00) $ Actuals YTD Balance (629,748.89) 104,748.89 (1,280,975.10) 128,975.10 (1,758,906.32) 204,906.32 (3,064,960.60) 474,160.60 (32,570,552.94) $ (2,286,688.061 https:Hoakgov.sharepoint.com/sites/PR-PacketPrep/Shared Documents/10-05/5 - PARKS AND REC FORECAST 2022 3rd qtr AKLAND PARKS AND RECREATION COUNTY PARKS AS OF 9-13-2022 WD Report: OCM Revenue and Expenditure Analysis Gr_t{rarls%rGr.tP_* Revenue Spend Category Category Account Id Revenue Category Name Id Spend Category Name Amended Budget Actuals YTD Balance 702000:Salaries Regular 702010 Salaries Regular 11,330,747.00 8,501,652.53 2,829,094.47 702000:Salaries Regular 702030 Holiday 0.00 266,165.43 (266,165.43) 702000:Salaries Regular 702050 Annual Leave 0.00 296,564.95 (296,564.95) 702000:Salaries Regular 702073 Parental Leave 0.00 40,902.47 (40,902.47) 702000:Salaries Regular 702080 Sick Leave 0.00 113,826.80 (113,826.80) 702000:Salaries Regular 702110 Per Diem Expense 9,500.00 7,821.00 1,679.00 702000:Salaries Regular 702140 Other Miscellaneous Salaries 0.00 62,400.00 (62,400.00) 702000:Salaries Regular 702190 Workers Compensation Pay 0.00 0.00 0.00 702000:Salaries Regular 702200 Death Leave 0.00 6,098.18 (6,098.18) 702000:Salaries Regular 702300 Disaster Non -Prod Salaries 0.00 19,786.64 (19,786.64) 702000:Salaries Regular 712020 Overtime 171,750.00 164,048.57 7,701.43 702000:Salaries Regular 712040 Holiday Overtime 1,000.00 11,805.49 (10,805.49) 702000:Salaries Regular 712090 On Call 40,300.00 70,780.82 (30,480.82) 722000:Fringe Benefits 722740 Fringe Benefits Expense 4,143,751.00 0.00 4,143,751.00 722000:Fringe Benefits 722750 Workers Compensation 0.00 157,919.29 (157,919.29) 722000:Fringe Benefits 722760 Group Life 0.00 11,499.24 (11,499.24) 722000:Fringe Benefits 722770 Retirement 0.00 1,532,852.46 (1,532,852.46) 722000:Fringe Benefits 722780 Hospitalization (Personnel) 0.00 704,258.56 (704,258.56) 722000:Fringe Benefits 722790 Social Security 0.00 478,882.12 (478,882.12) 722000:Fringe Benefits 722800 Dental 0.00 82,469.13 (82,469.13) 722000:Fringe Benefits 722810 Disability 0.00 79,136.12 (79,136.12) 722000:Fringe Benefits 722820 Unemployment Insurance (Personnel) 0.00 9,493.54 (9,493.54) 722000:Fringe Benefits 722850 Optical 0.00 7,866.84 (7,866.84) 722000:Fringe Benefits 722900 Fringe Benefit Adjustments 13,461.00 0.00 13,461.00 TOTAL PERSONNEL 15,710,509.00 12,626,230.18 3,084,278.82 730000:Contractual Services 730814 Grounds Maintenance 1,359,657.00 1,722,107.99 (362,450.99) 730000:Contractual Services 730646 Equipment Maintenance 454,750.00 553,408.27 (98,658.27) 730000:Contractual Services 730247 Charge Card Fee 176,300.00 230,838.84 (54,538.84) 730000:Contractual Services 732046 Uncollectable Accts Receivable 4,523.00 12,910.00 (8,387.00) 730000:Contractual Services 731941 Training 46,785.00 49,935.45 (3,150.45) 730000:Contractual Services 731073 Legal Services 0.00 2,580.97 (2,580.97) 730000:Contractual Services 731878 Sublet Repairs Expense 0.00 2,145.00 (2,145.00) 730000:Contractual Services 730240 Cash Shortage 0.00 1,715.25 (1,715.25) 730000:Contractual Services 732039 Twp and City Treas Bonds 2,500.00 3,768.63 (1,268.63) 730000:Contractual Services 730240 Cash Shortage 0.00 464.00 (464.00) 730000:Contractual Services 731143 Mail Handling -Postage Svc 0.00 266.23 (266.23) 730000:Contractual Services 731136 Logos Trademarks Intellect Prp 5,175.00 5,385.80 (210.80) 730000:Contractual Services 730611 Employees Medical Exams 1,095.00 1,304.78 (209.78) 730000:Contractual Services 731818 Special Event Program 0.00 79.96 (79.96) 730000:Contractual Services 730585 Employee License -Certification 0.00 75.00 (75.00) 730000:Contractual Services 730695 Extradition Expense 0.00 0.00 0.00 730000:Contractual Services 730737 Flex Benefit Plan Payments 0.00 0.00 0.00 730000:Contractual Services 731626 Rent 0.00 0.00 0.00 https:Hoakgov.sharepoint.com/sites/PR-PacketPrep/Shared Documents/10-05/5 - PARKS AND REC FORECAST 2022 3rd qtr AKLAND PARKS AND RECREATION COUNTY PARKS AS OF 9-13-2022 WD Report: OCM Revenue and Expenditure Analysis Gr_t{rarls%rGr.tP_* Revenue Spend Category Category Account Id Revenue Category Name Id Spend Category Name Amended Budget Actuals YTD Balance 730000:Contractual Services 731738 Sick and Annual Leave Cash -Out 0.00 0.00 0.00 730000:Contractual Services 732032 Tuition Reimbursement Expense 0.00 0.00 0.00 730000:Contractual Services 732148 Wellness Screenings 0.00 0.00 0.00 730000:Contractual Services 732020 Travel Employee Taxable Meals 500.00 290.10 209.90 730000:Contractual Services 730114 Auction Expense 500.00 124.80 375.20 730000:Contractual Services 731339 Periodicals Books Publ Sub 1,200.00 409.56 790.44 730000:Contractual Services 732018 Travel and Conference 0.00 (1,387.44) 1,387.44 730000:Contractual Services 730576 Employee In -Service Training 2,000.00 0.00 2,000.00 730000:Contractual Services 732165 Workshops and Meeting 2,600.00 415.47 2,184.53 730000:Contractual Services 730121 Bank Charges 5,000.00 2,759.69 2,240.31 730000:Contractual Services 730037 Adj Prior Years Exp 9,976.00 6,482.10 3,493.90 730000:Contractual Services 731458 Professional Services 4,000.00 0.00 4,000.00 730000:Contractual Services 731633 Rental Property Maintenance 10,700.00 6,696.38 4,003.62 730000:Contractual Services 731780 Software Support Maintenance 18,140.00 14,025.03 4,114.97 730000:Contractual Services 731059 Laundry and Cleaning 18,945.00 14,818.17 4,126.83 730000:Contractual Services 730429 Custodial Services 24,000.00 19,379.44 4,620.56 730000:Contractual Services 731115 Licenses and Permits 37,525.00 31,996.24 5,528.76 730000:Contractual Services 731836 Sponsorship 8,700.00 2,500.00 6,200.00 730000:Contractual Services 731213 Membership Dues 20,155.00 12,157.33 7,997.67 730000:Contractual Services 731500 Public Information 67,050.00 58,005.68 9,044.32 730000:Contractual Services 730786 Garbage and Rubbish Disposal 49,250.00 40,126.20 9,123.80 730000:Contractual Services 731346 Personal Mileage 15,900.00 6,022.07 9,877.93 730000:Contractual Services 731241 Miscellaneous 27,500.00 11,747.32 15,752.68 730000:Contractual Services 732018 Travel and Conference 52,000.00 32,612.84 19,387.16 730000:Contractual Services 732102 Water and Sewage Charges 264,500.00 233,509.11 30,990.89 730000:Contractual Services 731388 Printing 67,450.00 30,823.95 36,626.05 730000:Contractual Services 731269 Natural Gas 177,850.00 135,131.45 42,718.55 730000:Contractual Services 730072 Advertising 243,000.00 188,459.52 54,540.48 730000:Contractual Services 730653 Equipment Rental Expense 172,700.00 81,436.71 91,263.29 730000:Contractual Services 730198 Building Maintenance Charges 898,375.00 802,770.49 95,604.51 730000:Contractual Services 730562 Electrical Service 584,250.00 445,232.05 139,017.95 730000:Contractual Services 730373 Contracted Services 243,891.00 96,568.39 147,322.61 730000:Contractual Services 731689 Security Expense 1,119,102.00 641,074.96 478,027.04 730000:Contractual Services 730926 Indirect Costs 1,023,000.00 390,531.00 632,469.00 730000:Contractual Services 730789 General Program Administration 1,671,286.00 (24,958.69) 1,696,244.69 TOTAL CONTRACTUAL 8,891,830.00 5,866,746.09 3,025,083.91 740000:Non-Departmental 740030 Capital Improvement Program 0.00 918,135.85 (918,135.85) 760000:CapitalOutlay 760157 Equipment 0.00 31,420.21 (31,420.21) 750000:Commodities 750581 Uniforms 69,450.00 98,153.93 (28,703.93) 750000:Commodities 750476 Recreation Supplies 121,900.00 139,636.86 (17,736.86) 750000:Commodities 750448 Postage - Standard Mailing 0.00 313.62 (313.62) 750000:Commodities 750168 FA Proprietary Equipment Exp -CONVERSION 0.00 0.00 0.00 750000:Commodities 750413 Parts and Accessories 0.00 0.00 0.00 760000:Capital Outlay 760056 Building Acquisitions 0.00 0.00 0.00 750000:Commodities 750083 Discounts Taken 0.00 (111.16) 111.16 750000:Commodities 750287 Maintenance Supplies 3,550.00 3,310.24 239.76 750000:Commodities 750140 Employee Footwear 7,800.00 4,750.68 3,049.32 https:Hoakgov.sharepoint.com/sites/PR-PacketPrep/Shared Documents/10-05/5 - PARKS AND REC FORECAST 2022 3rd qtr AKLAND PARKS AND RECREATION COUNTY PARKS AS OF 9-13-2022 WD Report: OCM Revenue and Expenditure Analysis Great lrarl s%rGreatP-* Revenue Spend Category Category Account Id Revenue Category Name Id Spend Category Name Amended Budget Actuals YTD Balance 750000:Commodities 750392 Metered Postage Expense 6,500.00 2,680.09 3,819.91 750000:Commodities 750399 Office Supplies 51,600.00 36,309.75 15,290.25 750000:Commodities 750063 Custodial Supplies 78,300.00 62,397.58 15,902.42 750000:Commodities 750504 Small Tools 122,665.00 96,803.97 25,861.03 750000:Commodities 750511 Special Event Supplies 179,289.00 74,147.57 105,141.43 750000:Commodities 750385 Merchandise 442,600.00 209,000.87 233,599.13 750000:Commodities 750154 Expendable Equipment 715,359.00 227,642.37 487,716.63 TOTAL COMMODITIES/CO 1,799,013.00 1,904,592.43 (105,579.43) 761000:Depreciation Expense 760113 Building Improvements 899,750.00 564,611.63 335,138.37 761000:Depreciation Expense 760152 Infrastructure 1,936,187.00 1,184,365.44 751,821.56 761000:Depreciation Expense 760157 Equipment 373,910.00 225,368.96 148,541.04 761000:Depreciation Expense 760188 Vehicles 9,700.00 5,660.06 4,039.94 TOTAL DEPRECIATION 3,219,547.00 1,980,006.09 1,239,540.91 76201 1:Transfer to Municipalities 762011 Transfer to Municipalities 1,200,000.00 0.00 1,200,000.00 770000:lnternal Support Expenditures 773630 Info Tech Development 25,000.00 14,629.50 10,370.50 770000:lnternal Support Expenditures 774637 Info Tech Managed Print Svcs 27,450.00 10,022.16 17,427.84 770000:lnternal Support Expenditures 776659 Motor Pool Fuel Charges 91,820.00 72,844.39 18,975.61 770000:lnternal Support Expenditures 771639 Drain Equipment 41,000.00 19,710.29 21,289.71 770000:lnternal Support Expenditures 775754 Maintenance Department Charges 69,000.00 46,207.91 22,792.09 770000:lnternal Support Expenditures 778675 Telephone Communications 141,450.00 113,318.43 28,131.57 770000:lnternal Support Expenditures 774677 Insurance Fund 291,000.00 224,073.76 66,926.24 770000:lnternal Support Expenditures 776661 Motor Pool 429,423.00 292,241.60 137,181.40 770000:lnternal Support Expenditures 774636 Info Tech Operations 617,310.00 421,289.31 196,020.69 TOTAL INTERNAL SERVICES 1,733,453.00 1,214,337.35 519,115.65 788001:Transfers Out 788001 Transfers Out 35,000.00 31,648.00 3,352.00 796500:Budgeted Equity Adjustments 796500 Budgeted Equity Adjustments 2,267,889.00 0.00 2,267,889.00 999999:LTD Historical Expense Conversion D_CONVE 0.00 (533,323.53) 533,323.53 999999:LTD Historical Expense Conversion 730037 Adj Prior Years Exp 0.00 0.00 0.00 999999:LTD Historical Expense Conversion 740030 Capital Improvement Program 0.00 503,323.53 (503,323.53) 999999:LTD Historical Expense Conversion 774636 Info Tech Operations 0.00 30,000.00 (30,000.00) TOTAL TRNS OUT/ BEA 2,302,889.00 31,648.00 2,271,241.00 TOTAL EXPENSES $ 34,857,241.00 $ 23,623,560.14 $ 11,233,680.86 https:Hoakgov.sharepoint.com/sites/PR-PacketPrep/Shared Documents/10-05/5 - PARKS AND REC FORECAST 2022 3rd qtr 6 R/E I Fund Name R E Oakland County, Michigan Schedule "A" DETAIL - General Fund/General Purpose Budget Fund Ledger Fund # Account # Program # Project ID # Region Affiliate Account Division Name (FND) Cost Center (CCN) J (RC/SC) (PRG) Grant ID (GRN) J (PROJ) (REG) (BFA) Summary Account Title FY 2022 FY 2023 FY 2024 FY 2025 Amendment Amendment Amendment Amendment $ $ $ $ I$ $ $ $ �$ $ $ $ Oakland County, Michigan Schedule'B" DETAIL - Special Revenue/Proprietary Funds Budget Fund Ledger Fund # �Azoramunt # Prog# Project ID # Region Affiliate Account �apital FY 2022 FY 2023 FY 2024 FY 2025 R/E Fund Name Division Name (FND) Cost Center (CCN) #ISC) (PRG) Grant ID (GRN) # (PROJ) (REG) (BFA) Summary Account Title Amendment Amendment Amendment Amendment R arks & Recreation ose Oaks Park 50800 5060760 90189 160070 Asset Contributions $ 12,900.00 $ - $ - $ - Parks & Recreation Administration 50800 5060101 601208 160000 Delinquent Tax Prior Years $ 104,000.00 Springfield Oaks Activity Parks & Recreation Center 50800 5060732 650105 160070 Contributions -State Grants $ (218,314.00) Parks & Recreation Administration 50800 5060101 690191 160000 Capital Contributions - Federal Grant! $ (197,363.00) Parks & Recreation Natural Resources 50800 5060911 650105 160431 Contributions -State Grants $ (95,000.00) Parks & Recreation Natural Resources 50800 5060911 695500 160431 Transfers In $ 50,000.00 Springfield Oaks Activity Parks & Recreation Center 50800 5060178 650105 160070 Contributions -State Grants $ 218,314.00 Parks & Recreation Administration 50800 5060100 690191 160000 Capital Contributions - Federal Grants $ 197,363.00 $ (343,777.00) $ 415,677.00 $ - $ - E Parks & Recreation Natural Resources 50800 5060911 730814 160431 Grounds Maintenance $ 36,781.00 $ - $ - Parks & Recreation Natural Resources 50800 5060911 731388 160431 Printing $ 2,730.00 Parks & Recreation Natural Resources 50800 5060911 730789 106432 General Program Administration $ (39,511.00) Parks & Recreation Glen Oaks Golf 50800 5060327 730814 160010 Grounds Maintenance $ 7,646.00 Parks & Recreation Groveland Oaks Park 50800 5060720 730814 160070 Grounds Maintenance $ 12,941.00 Parks & Recreation Red Oaks Waterpark 50800 5060831 730814 160210 Grounds Maintenance $ 1,382.00 Parks & Recreation Springfield Oaks Park 50800 5060732 730814 160070 Grounds Maintenance $ 4,950.00 Parks & Recreation Springfield Oaks Golf 50800 5060330 730814 160010 Grounds Maintenance $ 12,640.00 Parks & Recreation White Lake Oaks Golf 50800 5060326 730814 160010 Grounds Maintenance $ 12,710.00 Parks & Recreation Facilities Maintenance 50800 5060910 730789 160430 General Program Administration $ (52,269.00) Parks & Recreation Addison Oaks Park 50800 5060715 730814 160070 Grounds Maintenance $ 42,403.00 Parks & Recreation Glen Oaks Golf 50800 5060327 730814 160010 Grounds Maintenance $ 20,255.00 Parks & Recreation Groveland Oaks Park 50800 5060720 730814 160070 Grounds Maintenance $ 8,506.00 Parks & Recreation Highland Oaks Park 50800 5060765 730814 160070 Grounds Maintenance $ 46,682.00 Parks & Recreation Independence Oaks Park 50800 5060725 730814 160070 Grounds Maintenance $ 57,622.00 Parks & Recreation Lyon Oaks Park 50800 5060755 730814 160070 Grounds Maintenance $ 17,490.00 Parks & Recreation Natural Resources 50800 5060911 730814 160431 Grounds Maintenance $ 8,226.00 Parks & Recreation Natural Resources 50800 5060911 750154 160431 Expendable Equip $ 4,230.00 Parks & Recreation Orion Oaks Park 50800 5060724 730814 160070 Grounds Maintenance $ 32,662.00 Parks & Recreation Red Oaks Park 50800 5060751 730814 160070 Grounds Maintenance $ 1,076.00 Parks & Recreation Rose Oaks Park 50800 5060760 730814 160070 Grounds Maintenance $ 74,231.00 Parks & Recreation Springfield Oaks Golf 50800 5060330 730814 160010 Grounds Maintenance $ 4,997.00 Parks & Recreation Waterford Oaks Park 50800 5060735 730814 160070 Grounds Maintenance $ 23,718.00 Parks & Recreation Independence Oaks Park 50800 5060725 730373 160070 Contracted Services $ 15,168.00 Parks & Recreation Off -Road Vehicle Park 50800 5060722 731626 160210 Rent $ (54,415.00) Parks & Recreation Administration 50800 5060101 160000 730926 Indirect Costs $ (632,469.00) Parks & Recreation Planned Use of Balance 50800 5060666 796500 160666 Budgeted Equity Adjusments $ 327,939.00 $ 415,677.00 Parks & Recreation Natural Resources 50800 5060911 730789 106431 General Program Admin $ (342,098.00) Parks & Recreation Springfield Oaks Golf 50800 5060330 750154 160010 Expendable Equipment $ (109,178.00) Parks & Recreation Planned Use of Balance 50800 5060666 796500 160666 Budgeted Equity Adjusments $ 109,178.00 $ (343,777.00) $ 415,677.00 $ - $ - RETURN TO AGENDA Oakland County Parks and Recreation Upcoming Events — October 2022 Active Adults October 8 Concert — Dixie Byway Car Show at Mt. Holly Adaptive October 25 Disability Dirt Day — Holly Oaks October 27 Halloween Happiness Social - Southfield Nature/Interpretive Proqrams Fieldtrips & Birthday Parties October 2 Ryleigh's Birthday Party — Red Oaks Nature Center October 29 Harry's Birthday Party — Red Oaks Nature Center Homeschool Series October 13 Skulls and Bones — Red Oaks Nature Center October 19 Skulls and Bones — Wint Nature Center Outreach October 1 Ferndale Parks & Recreation — Red Oaks Nature Center October 8 Farmington Farmers Market — Red Nature Center October 8 Tollgate Pumpkinfest — Red Oaks Nature Center October 8 Addison Oaks Campground Recreation — Red Oaks Nature Center October 9 Tollgate Pumpkinfest — Red Oaks Nature Center October 15 Addison Oaks Campground Recreation — Wint Nature Center October 16 Truck or Treat at Holly Oaks — Wint Nature Center October 17 AAC of Madison Heights — Red Oaks Nature Center October 18 Auburn Elementary — Red Oaks Nature Center Public Interpretive Programs October 7 Morning Munchkins — Red Oaks Nature Center October 7 Trail Hikes by Appointment — Wint Nature Center October 8 Exploring Natural Dyes — Wint Nature Center October 13 National Fossil Day — Red Oaks Nature Center October 14 Puddle Jumpers — Wint Nature Center October 14 Trail Hikes by Appointment — Red Oaks Nature Center October 15 The Art of Nature — Wint Nature Center October 16 Leaves of Change — Red Oaks Nature Center October 22 Nature Detectives Series — Wint Nature Center October 28 Eye of Newt & Tail of Dog — Red Oaks Nature Center October 29 Cryptid Hike — Wint Nature Center Scout Badge Days October 1 Jr Girl Geocacher Badge Day — Wint Nature Center October 15 Mountain Lion Badge Day — Red Oaks Nature Center October 22 Detectives Badge — Wint Nature Center October 22 Into the Woods Badge Day — Red Oaks Nature Center Oakland County Parks and Recreation Upcoming Events — October 2022 Virtual Series & Self Led October 15 Virtual Zoom: Documenting the Natural World: Field Journaling 101 Mobile Recreation October 1 Obstacle Course, Archery, & Climbing Tower - Ferndale P & R Fall Festival October 2 Climbing Tower - North Oakland County Fire Authority Open House October 4 Obstacle Course - Farmington Hills Event at Heritage Park October 5 41 Coach Bus - Dublin Senior Center trip to Frankenmuth October 7 Mobile Stage #3 - American Cancer Society Hart Plaza Detroit October 7 41 Coach Bus - Oxford Twp P & R to Detroit Symphony Orchestra October 7 Bleachers - Notre Dame Prep Football Game October 7 Movie Screen - Pleasant Ridge P & R Movie Night Community Center October 8 Mobile Stage #2 - OCPRC - Adaptive Rec Concert Series . October 8 Obstacle Course - Tollgate Farm & Education Center Pumpkin Fest October 8 Glow Golf - Clarenceville Summer Camp Movie October 8 Movie Screen #1 - Pontiac United Movie Night Shiloh Baptist Church October 9 Mobile Stage #3 - Centro Cultural Hispano Festival at Ferndale High School October 9 Battle Royal - Pleasant Ridge Parks & Recreation Fall Fest at Gainsboro Park October 14 Bleachers - North Farmington HS Choir Homecoming October 14 Movie Screen #1 - Madison Heights P & R Movie Night at Civic Center Park October 15 Mobile Stage #3 - A.L.A.S. Day of the Dead Celebration October 16 41 Coach Bus - Wedding Shuttle October 18 Archery #1 - Academy of the Sacred Heart October 22 Movie Screen #1 - Spaulding for Children Movie Night October 22 Movie Screen #1 - Orion Twp P & R Camp Agawam October 23 20 x 40 Tent - OCPRC - Adaptive Rec Holly Oaks Disability Dirt Day October 23 34 Champion Bus - OCPRC - Adaptive Rec Disability Dirt Day October 23 Archery - OCPRC - Adaptive Rec Disability Dirt Day Holly Oaks October 26 Tents - OC Sheriffs Dept Angel's Night October 26 41 Coach Bus - Oxford Twp P & R Senior Trip October 26 Climbing Tower, Stage, & Festival - OC Sheriffs Dept Angel's Night October 28 Bleachers #1 - Notre Dame Prep -Football Game October 28 Movie Screen #1 - Botsford Elementary Movie Night October 29 Bouncer #1 - OCPRC - Waterford Market Trick or Treat October 29 Mobile Stage #1 - Rochester University Homecoming October 29 Mobile Stage #2 - Brightmoor Christian Church Party October 29 Glow Golf - Auburn Hills P & R Teen Event Auburn Hills Community Center October 30 OCPR Arch, Special Event Trailer, Tent, & Stage - Independence Oaks High Five Races Oakland Countv Farmer's Market October 16 Arts & Crafts Show Featuring ArtSail Oakland County Parks and Recreation Upcoming Events — October 2022 ORV-Holly Oaks October 25 Disability Dirt Day — Holly Oaks Special Events October 5 Document Shredding at Red Oaks Park Sprinqfield Oaks October 1-2 Ellis Barn — Private Wedding October 1-2 Activity Center — Private Wedding October 3-5 Activity Center — Pickle Ball October 7-9 MI Antique Festival — Entire Park October 12-16 Activity Center - Camp Scrap October 14-16 Ellis Barn — Private Wedding October 17-19 Activity Center - Pickle Ball October 20 Grand Hall — Dog Training October 22 Carousel Hall — Private Wedding October 23 Grand Hall — Private Wedding October 24-26 Activity Center — Pickle Ball October 27 Grand Hall — Dog Training October 28 Grand Hall — Swing Dance October 29 Grand Hall — Craft Show October 31 Activity Center — Pickle Ball October 26 Golf Course — Flint Metro League Tournament Volunteer Opportunities October 27 Halloween Happiness -Southfield