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HomeMy WebLinkAboutAgendas/Packets - 2022.12.07 - 40430OAKLAND COUNTY PARKS AND RECREATION COMMISSION Regular Monthly Meeting Agenda Parks Commission Room - 2800 Watkins Lake Rd, Waterford 48328 Wednesday, December 7, 2022 @ 2:00 pm Gary McGillivray, Chairperson Call Meeting to Order Roll Call Pledge of Allegiance Approval of Agenda Approval of Minutes - November 2, 2022 Public Comment PRESENTATIONS/RECOGNITIONS: ACTION PRESENTER(S) A Parks are not just trails and trees Informational Carol Bacak-Egbo B Golf Presentation Informational Tom Hughes / 343-1011 COMMUNICATIONS/REPORTS: ACTION PRESENTER(S) D C Fiscal Sustainability Committee Minutes Informational Chris Ward / 858-4944 €D Five -Year Parks and Recreation Master Plan Review Informational Donna Folland / 736-9087 REGULAR AGENDA: ACTION PRESENTER(S) 1 Springfield Oaks - Mill Pond Dam Approval Zachary Crane / 240-1079 2 2023 OCPR Proposed Fees & Charges Approval Jim Dunleavy / 343-6224 3 2023 Seasonal/Summer Incentives Approval Chris Ward / 858-4944 UNFINISHED BUSINESS: ACTION PRESENTER(S) NEW & MISCELLANEOUS BUSINESS ACTION PRESENTER(S) 4 Director's Report Informational Chris Ward / 858-4944 5 Executive Committee Update Informational Gary McGillivray / 709-0359 6 Personnel Evaluation: OCPR Director (CLOSED SESSION) Gary McGillivray / 709-0360 ANNOUNCEMENTS ADJOURNMENT TO: January 4, 2023 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 Christine Long J. David VanderVeen REGULAR MEETING Amanda Herzog Vice Chairman Gary R. McGillivray, Chairman Andrea LaFontaine Jim Nash Ebony Bagley Nancy Quarles Secretary November 2, 2022 Yolanda Smith Charles Lance Stokes Chairman McGillivray called the meeting of the Oakland County Parks and Recreation Commission to order at 2:22 p.m. at Beech Woods Park — Recreation Center, 22200 Beech Road, Southfield, MI 48033. COMMISSION MEMBERS PRESENT: Gary R. McGillivray, J. David VanderVeen, Amanda Herzog, Andrea LaFontaine, Jim Nash, Nancy Quarles, Yolanda Smith Charles, Lance Stokes COMMISSION MEMBERS ABSENT WITH NOTICE: Ebony Bagley, Christine Long OTHERS PRESENT: PARKS AND RECREATION Chris Ward, Director Jim Dunleavy, Manager -Operations Melissa Prowse, Manager -Planning & Community Services Sarah Cook-Maylen, Chief -Environmental Sustainability & Planning Zachary Crane, Supervisor -Parks Engineering & Development Tom Hughes, Chief -Park Operations & Maint. — South District Brandy Sotke-Boyd, Chief -Recreation Programs & Services Aaron Stepp, Chief -Business Operations Desiree Stanfield, Supervisor -Marketing & Communications Donna Folland, Supervisor -Planning Mark Adams, Architectural Engineer Kate Pardy, Park Supervisor -Addison Oaks Matt Pardy, Park Supervisor -Red Oaks Ryan Danescu, Assistant Park Supervisor -Red Oaks Brad Wethy, Assistant Park Supervisor -Waterford Oaks Jami Monte, Staff Assistant Shannon Kenny, Technical Office Specialist Kristen Kittell, Technical Office Specialist APPROVAL OF AGENDA Quarles moved to approve the agenda, as presented. Seconded by Stokes. Motion carried on a voice vote with VanderVeen absent. APPROVAL OF MINUTES Quarles moved to approve the minutes of October 5, 2022, as presented. Seconded by Nash. Motion carried on a voice vote with VanderVeen absent. PUBLIC COMMENT None. November 2, 2022 Page 2 PRESENTATIONS/RECOGNITIONS None. COMMUNICATIONS/REPORTS A. Parks Environmental Sustainabilitv Committee Report Ms. Cook-Maylen and Mr. Hughes provided information regarding electric equipment purchases. B. Fiscal Sustainabilitv Committee Minutes Director Ward provided an overview of the items discussed at the Fiscal Sustainability Committee meeting. REGULAR AGENDA ITEMS 1. Addison Oaks —Office Conversion/Improvements Herzog moved to approve the Addison Oaks — Office Conversion/Improvements, as presented. Seconded by Stokes. Motion carried on a roll call vote. 2. DRAFT Parks and Recreation Master Plan 2023-2027 Concept Approval and Public Comment Period Nash moved to approve the DRAFT Parks and Recreation Master Plan 2023-2027 Concept Approval and Public Comment Period, as presented. Seconded by Smith Charles. Motion carried on a roll call vote. 3. Natural Resources Invasive Species Treatments Quarles moved to approve the Natural Resources Invasive Species Treatments, as presented. Seconded by LaFontaine. Motion carried on a roll call vote. 4. Waterford Township Riverwalk Trail — Grant Amendment Stokes moved to approve the Waterford Township Riverwalk Trail — Grant Amendment, as presented. Seconded by Herzog. Motion carried on a roll call vote. 5. Contract Approval Procedures LaFontaine moved to approve the Contract Approval Procedures, as presented. Seconded by Quarles. Motion carried on a roll call vote. 6. Recommendation of FY 2022 Trailwav and Park Development Proiects to the Oakland Countv Board of Commissioners Smith Charles moved to approve the Recommendation of FY 2022 Trailway and Park Development Projects to the Oakland County Board of Commissioners, as presented. Seconded November 2, 2022 Page 3 by Herzog. Motion carried on a roll call vote. 7. 2023 Parks Commission Calendar VanderVeen moved to approve the 2023 Parks Commission Calendar, as presented. Seconded by Herzog. 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. Ms. Prowse provided information regarding her involvement on SEMCOG's Green Task Force. Chairman McGillivray requested that Ms. Prowse provide a quarterly report. 9. Executive Committee Update Chairman McGillivray provided an update from the Executive Committee meeting that was held on October 24, 2022. ANNOUNCEMENTS/ADJOURNMENT Vice Chairman VanderVeen announced that the Fire and Ice Festival will be held on January 20 & 21, 2023. The Committee has convened and funds need to be raised. Chairman McGillivray thanked Director Ward and the Parks staff for their hard work and involvement in the Healthy Communities Park and Outdoor Recreation Investment Plan and its announcement in today's press conference. Chairman McGillivray announced that the Commissioner photo update has been rescheduled to December 7tn At 3:04 p.m., there being no further business to come before the Commission, the meeting was adjourned to December 7, 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. . )I Hosted by Oakland County Parks and Recreation Historian, Carol Bacak-Egbo Free historical programs held online from 7-8 p.m. No need to register for joining via Zoom. Online links available in the event listing on Oakland County Parks and Recreation Facebook page. Tuesday, Oct. 25, 2022 Wednesday, Feb. 15, 2023 Topic: "Parks are Not Just Trails and Trees: The Importance Topic: "The Search for Evidence: The Challenges of of Preserving and Celebrating History on Park Lands" Researching the Underground Railroad in Oakland County" Learn how history enhances park visitor experiences and hear stories of an unmarked grave, an old foundation and a dead cow. ' Wednesday, Nov. 16, 2022 Topic: "Waterways, Trails, Artifacts and Wild Rice: Indigenous Connections to Our Oakland County Parks" Long before Oakland County managed our parklands, Indigenous People were its stewards. Learn how we continue to discover more of their stories. Thursday, Dec.15, 2022 Topic: "A Fiddler, a Horse Farm and a Harvest of Ice: Towns Along Saginaw Road" Learn how a Native American trail turned into a road and about the towns and parks that developed along it. Tuesday, Jan. 17, 2023 Topic: "The Mystery of the Disappearing Cemetery: Using Historical Sources to Solve a Puzzle from the Past" Discover how historians work like detectives, using clues like old maps, census records and tombstones to solve history mysteries. Many stories surround the Underground Railroad, like those of hidden rooms and tunnels. Which stories are true and how do you find out? This presentation will explore these questions. Tuesday, March 21, 2023 Topic: "Lucinda, Clarissa, Daisy and others: Forgotten Stories of Oakland County Women" Too often women have been marginalized in history and left out of the narrative, their stories untold. Learn about fascinating women whose lives were an important part of Oakland County's past. Wednesday, April 19, 2023 Topic: "Those Who Left and Those Left Behind: Civil War Connections to Oakland County Parks" The Civil War remains a watershed moment in our history, a time when things changed and would never be the same again. Hear stories of how the war affected people who at } the time called our parklands home. Thursday, May 18, 2023 Topic: "Digging into the Past: Archaeology and Oakland County Parks" Archaeology in Oakland County Parks has included the excavation of a roadside trash dump and an old farm trash pit as well as the search for the Ellis farm outhouse. Come learn about these 'digs' and the artifacts we found. `story It-. won LIS ' •r � � `i G ' �ti t t `tn 1 � e '�1' ]�, 'J j+,j�� g'1��� � d- ✓'.',N,tlia.�F-fh1 t .sue � "'f. , � .� ✓� i"' r �. �� : .. a/ �a f' .fir..« y Addison Oaks County Park . 1480 West Romeo Road . (Addison Oaks -East is located at 700 West Romeo Road) Leonard, MI 48367 Park Office: 248-693-2432 Park Information Addison Oaks County Park is a 1,140-acre natural oasis where visitors can recreate year-round. Guests can come in for the day, camp under the stars or explore the park's rich history. Campers can choose from individual sites or group camping areas, yurts or cabins, with campground recreation activities offered each weekend. Year-round activities include a 20+ mile trail system for hiking, horseback riding, mountain biking and winter fat tire biking; boat/kayak and bike rentals, disc golf, fishing, geocaching, picnicking and group picnic shelters. A 2.5-mile connector trail connects the main park to Addison Oaks -East and other nearby recreation areas. The Historic Tudor -style Buhl Estate hosts weddings, banquets, receptions and business meetings, with food service by Oak Management. Call 248-693-8305 for Buhl Estate information. A native wildlife habitat along the shoreline of Adams Lake supports bird, pollinator, turtle and fish populations. A new boardwalk/ deck now spans Adams Lake, allowing direct access from one side of the lake to the other, as well as fishing opportunities. Natural Resources • Addison Oaks is part of the Clinton River Watershed and Stony Creek subwatershed. • The three primary water bodies on the property- Buhl Lake, Adams Lake and Milkhouse Pond are hydrologically connected and were a former stream/wetland system that were flooded into their current state. Tree stumps can still be found on the bottom of Buhl Lake. • Water flows from the surrounding hillsides into the lakes, resulting in unique wetland complexes. • The park was likely a combination of black oak barren, shrub swamp, emergent marsh, wet prairie, and mixed conifer swamp prior to the 1800s • High quality dry-mesic southern forests within the park support many different types of wildlife including diverse salamander populations. • Some of the natural community types that can currently be identified, and are being restored, include oak barren remnants, southern wet meadow, prairie fen, and southern hardwood swamp. • There are many vernal pools on the property in forested pockets; these pools are monitored annually. • Eastern Massasauga Rattlesnakes (EMR), a federally threatened species, utilize much of the park for their life cycle. EMR overwinter in wetlands and move to upland areas in the summer to give birth to live young (they hatch their eggs inside their bodies in a process called ovoviviparity). History Historical evidence points to a Native American presence on the land that became Addison Oaks many, many years before Dennis Snyder purchased part of the land from the federal government in the 1830s. Near the shores of nearby Lakeville Lake there was at one time a Native American village and a Native American burial ground. Two Native American trails ran close to the park. Peter Shoemaker, another early land owner, is said to have owned a box of Native American projectile points that he had collected over time when he plowed his fields. m—;;,, woe Unitas wten of auterica, 4b U to eeI— these pr—d. e7 ld come, (heeling: p i �lyeoene ,r.✓./�,,r� ,%/ronlwdrG. ✓/fug Y,n/n U®� 7�r � ✓// to Yr d%��y�r � ,ter .�F ,✓.��.{ rk 7�e! raj li.,/...B ,Y,�: .�%�. cy'✓�i,�evrr��ee...�,sec,wd.�,d..,,.,.,dm;,�`�.,al.�.d®�g.et.Y,�y�,V-4,,w.r,,;✓,.,�r,re.,..,- a6,slyaG.as(�io....r� de,. ..�..J.✓. � ��y.,P, s ..aB� .a4 ®,d1/ ✓� ka y.�e. ad9,�m, od, By ef.., p.:r<.r,, d y.w a„d ye,✓, ».m rk .o�d��:renrrs,/r��.l e_ P9K.m o-J ., MW 14 ,,.., ym&..ws CIF �/—r In asiinung mher f I, 1411?/Ir&- '" %1; oe xea �rtnren are�ve oe exen�cw, b.K a..1J rbw Yai... m d d. pxr, o.d rL _ s!a,d :ud 6�_ dy1r In 1833 Dennis Snyder came from New Jersey with his second wife, Mary Hulick, his sister-in-law and six children and settled on section 33 of Addison Township. With the help of his sons he built a small log cabin where the family stayed until a more substantial frame house could be built. Two years later he officially purchased the land from the federal government at the land office in Detroit. After the death of his father Dennis Snyder, Abram Snyder took over the farmland his father had purchased in the 1830s.This land eventually became a large section of Addison Oaks. Abram and his wife Mary Ann added several buildings to the farm which was well-known in Addison Township. Photo of Shoemaker farm SLAtiNC, i •- , / LOON ►_, I Wf]4R MAP KEY LAKE Mox 1:5G laa L. Addison oaks H� ILLER54 We LEONAPO `� 11PPER . Burial Grcund 51 AKE YIL�Li_ L - Village �I n --Trail ����yl, �J a -w-g � r� Map showing Native American Presence Lithograph of the Snyder farm In 1834 Peter Shoemaker and his family came from New Jersey and settled in Macomb County. Peter worked as a farm laborer until he had earned enough money to buy 40 acres of land in section 33 of Addison Township. He later added another 120 acres to his farm which became the northeast portion of Addison Oaks. Peter and Sarah, his wife, raised several children on the farm, many of whom stayed in Addison Township. Many members of the Shoemaker family, including Peter and Sarah, are buried in nearby Lakeville Cemetery. In 1927 Lawrence and Cora Buhl built the beautiful Tudor -Style mansion that has become the centerpiece of Addison Oaks. The structure was designed by Robert O. Derrick, a famous architect, who also designed the Henry Ford Museum. Lawrence Buhl had first earned his wealth in hardware and later in real estate. He and his brother Arthur built the magnificent Buhl building in downtown Detroit. The mansion was frequently the weekend destination of several wealthy Detroiters who were entertained there by the Buhls. The Buhl Mansion .... • . KLAND COUNTY PARKS GreatBarks or Great -People f P OaklandCountyParks.com In V 0 Park Information Once owned by the City of Southfield and operated as a neighborhood park, Oakland County Parks and Recreation acquired Catalpa Oaks in 2007 as the 12th Oakland County Park. Improvements were made and the park was officially dedicated in 2012. Catalpa Oaks preserves 24 acres of green space in Southfield, adjacent to the South Oakland Health Department. The park is home to the Annual Great Marshmallow Drop, a spring event drawing 5,000+ participants who watch 15,000 marshmallows drop from a helicopter and enjoy games and activities. The park teems with activity, thanks to four soccer fields, two baseball fields and two playgrounds, including one universally -accessible playscape with swings for all abilities. A pavilion offers picnic table seating for 100 people, and modern restrooms are on site. A new .8-mile crushed limestone trail completed in 2020 loops around the perimeter of the park and includes wheelchair -accessibility from Greenfield Road as well as neighborhood streets. Connector trails off the main loop lead to the fields and the playground /pavilion area. Natural Resources • Catalpa Oaks is part of the Clinton River Watershed and the Red Run subwatershed • The park was likely a mixed hardwood swamp prior to the 1800s • Development of Interstate 696 changed the soil and plant community composition of the park significantly. The trees and plants currently on the property were planted in the 20th and 21st centuries • Native trees planted in the park by OCPR and the City of Southfield provide refuge for local bird and wildlife populations by providing green space, shelter and food sources U History • The first two people to own a patent for the land that later FERRIS became Catalpa Oaks were John McClelland and Andrew Morgan L GOULD GOULD Taylor. They each purchased 80 acres of land from the federal 7835government Adolphus 1835 1535 in 1835, paying $1.25/acre. GOULD Boundary of STEWART John McClelland, who owned one of the first two farms on the land became Catalpa Oaks, E avid D1835 that was a very active member of the A H835 Catalpa Oaks nearby Reformed Presbyterian Church located just northwest of his farm. That church has been documented as a stop on the Underground Railroad. PARTRIDGE Lemuel M 1835 LLELANC JIRA 11 16;3.9 HODGE WIMAR TAYLOR Ansel P Michael Andrew 1835 1835 1835 Map showing first landowners near Catalpa Oaks 1940 aerial Underground Railroad Monument in Detroit • The Taylor and McClelland farms that later became Catalpa Oaks were mainly used to raise sheep and grow corn and oats. • This aerial view shows that in 1940 the land that became Catalpa Oaks was still open land, but subdivisions were beginning to be platted around it. • In 1985 Catalpa Park, which was then managed as a city park by the City of Southfield, was a repository for surplus excavated material resulting from the construction of the nearby I-696 interchange. •• - C=GAKLAND Spy _ ... COUNTY PARKS Great F-'arks forGreatheople Spanning 122 acres, 18-hole, par 70 Glen Oaks Golf Course offers a variety of settings to create a challenging course environment. From streams, sand traps and nearly 24,000 feet of cart paths to a full -service Pro Shop and Grill Room, Glen Oaks is popular with leagues and ideal for outings. Some operational modifications have been made at the golf course in 2020 due to the Covid-19 pandemic: • Carts accommodate two people. Individuals may ride alone if they wish. • Tee times are required; tee times are 10 minutes apart • The Grill Room is open with limited menu • Masks must be worn indoors • The banquet facility will begin operations as state rules and regulations permit Park Information The historic stone clubhouse features an elegant banquet facility for 50-400 people with food service by Oak Management (OakManagment.com/Glen-Oaks, 248-626-2600). Brides love the formal wedding garden, panoramic view of the golf course from the main banquet room, and Bride's and Grooms rooms located on the second floor. 4 Natural Resources • Glen Oaks contains two sections of Pebble Creek, a tributary of the Rouge River. • The park was likely primarily a beech -maple forest and black oak barren prior to the 1800s. • A portion of the property serves to capture stormwater overflow during high water events. • Suburban wildlife (such as coyote deer and Canada geese) can be seen using the golf course as a refuge from surrounding residential and commercial development. • In the early 2000s Glen Oaks Park Supervisor Skip Roche, now retired, utilized his herding dogs, Chase and Madison, to control the goose population on the golf course. • Glen Oaks is certified by the Michigan Turfgrass Environmental Stewardship Program for exceeding requirements to protect natural resources. 1* History In 1923, a group of developers from Detroit, together with local farmer Isaac Bond, saw an opportunity to develop a `luxury subdivision' in Farmington Township. It featured a school (the Bond School) and access to a private Golf Club: Glen Oaks. The project was called the "Oaklands.' Only a few homes were built because of the Great Depression, but Glen Oaks Golf Club remained. time as the construction of several of the investor homes in the adjacent Oaklands subdivision. The Clubhouse and the homes were designed by Emily Butterfield. • Emily Butterfield, who designed the Glen Oaks Clubhouse, was the first woman licensed woman architect in Michigan (1907). She was also a founding member and first president of the Detroit Business WomerA Club (1912). • The Glen Oaks Clubhouse design created by architect Emily Butterfield featured many elements of the churches for which she and her architect father were known, including ornate stonework, turrets, leaded glass windows and vaulting, slate covered roofs. • In the 1950s various advertising techniques were used to encourage people to visit Glen Oaks Golf Club. One even suggested that a marriage "would last forever" if the wedding reception was held in the Panoramic Room of the Clubhouse. �J1111EI11] Illlllllllfllfll Ilflllllllllfli111[Illlllllllfl1111lII IIIIIIIIIIlIIlE111iNlllllllllllllfpllllllllfllll IIIIIIIII Ili Illilllllllll Illill IInIIIEL Come out and see OAKLANDS A New and Distinctively Different Subur- ban Development at the Junction of Or = chard Lake Road and the Thirteen Mile Road, Restricted. ADJDINDQG = LIEOAKS ®ham CILUP T A Strictly Private Family Club for Young =_ Americans of Character and Standing. Great Lakes Land Corp. 1003 Waahin6ton Blvd, Bldg,, Dctroit. _ = Cadillac 5600 r�lElll[Iltllll IIll��IIIIIII1N1111HNlIIlI11111W�111! fIUIIIIIIIIiIIIEllllll1111114111111pll!lII�IIII��f1IILkIllNflglltlt111NCul{lilll� �mlly Buttevel FOR MARRIAGES THAT LAST FOREVER ... kove your wedding reception in the now PANORAMIC ROOM* at I.Gleh Onksl GOLF CLUB 30500 W. 13 MILE Road OFF NORTHWESTERN MAYFAIR 6-2600 I&A WaHer Trummeter, Mgr. • Aso Groveland Oaks OZAKLAND I Spy COUNTY PARKS Great i-'a s for People f P Located on Stewart Lake just 1.5 miles east of I-75 in Holly, Groveland Oaks' 361 acres feature a campground with 267 individual and 13 group sites, as well as eight cabins and four yurts. Park Information • Three of the four islands on Stewart Lake offer recreational opportunities. • Paradise Island connects both sides of the park via the paved Park Trail Loop and is home to the boathouse (with arcade), boat rental, and pavilion. • Cottage Island, featuring two yurts, is linked by trail to the west side of Stewart Lake • Mathews Island is linked to the east side of Stewart Lake and offers a picnic pavilion. • Honeymoon, or Windmill Island - is no longer accessible except by boat; it previously featured a windmill that was iconic to the former private campground. • At the north end of Stewart Lake is a small dam with a kiddie pool where Thread Creek enters Stewart Lake. • The paved Park Trail Loop links the concession areas, beach and islands. Three bridges along the Park Trail Loop connect to Paradise Island, Cottage Island, and Mathews Island. • Built in 2006, the one -mile paved Thread Creek Trail runs through the natural area north of the campgrounds. The Wildlife Loop, a mowed grass trail connected to Thread Creek Trail, was created in 2012 through the fields west of the main entrance drive section of Groveland Boulevard. There are plans to develop a storybook trail in this area, in 2020. • Campground recreation programs held on weekends are targeted to campers and families. Limited programming will occur in 2020 due to the COVID-19 pandemic. • The general recreational area, on the east side of Stewart Lake, serves both day -use visitors and campers. It includes the day -use parking lot, picnic areas, activity pavilion, skate park, playground, basketball courts, volleyball courts, activity stage, gaga ball pit, pedal boats, bike rental and mini - golf, plus an area to launch your kayak. Swimming is available at the beach. There are no lifeguards on duty. Natural Resources • Thread creek runs from south to north through the park and is part of the Flint River watershed • The former golf course now has prairie fen remnants re-emerging. Prairie fens are globally rare wetlands found in southern Michigan that are fed by groundwater springs and are home to some of our parks' most unique plants. • Fringed gentian, small yellow lady -slipper and shrubby cinquefoil are some of the interesting and unique plants found on the property. • The park was likely primarily an oak -hickory forest prior to the 1800s. • Groveland Oaks was the first park in Michigan to be certified by the Michigan Turfgrass Environmental Stewardship Program (MTESP) which promotes best practices for stormwater management. j Lffe ire ; --- Ni",l �n� j , History • In the 1850s the land that became Groveland Oaks was owned by Hannah Lennon who was born in Ireland. She inherited the land when her first husband died in 1852. • Peacocks, monkeys and giant bullfrogs from Arkansas were all part of Paradise Beach which was located where Groveland Oaks Park is today. The recreation area was the brainchild of Dr. Lamar Mathews, an eye specialist who began his practice in Pontiac. • At the corner of Dixie Highway and Grange Hall Road where the park is now located, there was once a considerable settlement called Groveland or Groveland Corners. It included two hotels, a store, a school and several blacksmith shops. One hotel called "Groveland Cottage" was a stage coach stop. • The fire station at the southwest border of the park was originally a Kaiser -Frazer car dealership and later converted to an eye clinic. • Stewart Lake was once much smaller than it is now. Dr. Lamar Mathews, one-time owner of the land that became the park, dredged it and doubled its size in the 1950s. He also added the islands and built a windmill "Honeymoon Island;' with accommodations for newlyweds. This was all part of the recreation area called Paradise Beach. ... • . 0MAKLAND S COUNTY PARKS �� • • • • • • • • • GreatPa As or GreatPeo !e f P ' • • :: 1.1 • OaklandCountyParks.com 10 V 0 Park Information Acquired in 2007, Highland Oaks County Park offers 302 acres of picturesque rolling hills, wetlands and old pastures. Highland Oaks County Park preserves sensitive habitat while providing recreational experiences in a natural setting. Hikers, geocachers, equestrians, mountain bikers and cross-country skiers enjoy 2.5 miles of multi -purpose trails. The trails are primarily mowed grass with accessible boardwalks spanning wetland areas. Spring Lake, a five -acre kettle lake, features an accessible floating dock and is a popular fishing spot. The park also allows archery deer hunting in season. Natural Resources • Highland Oaks is part of both the headwaters of the Shiawassee River Watershed and the Huron River Watershed • Two creeks flow through the property along with a small lake, often called Spring Lake. An intermittently -flooded wetland is located downstream from the lake. The park was likely a combination of mixed conifer swamp, wet prairie and black oak barren prior to the 1800s. • While most of the open areas of the park were historically converted for agricultural use there are remnant prairie plants that can still be found on site including big bluestem, little bluestem, Indian grass, butterfly weed, smooth aster, round -headed bush clover, wild bergamot, northern dewberry and black-eyed Susan. • Some of the natural community types that can currently be identified, and are being restored on the property, include southern wet meadow, wet mesic prairie and oak barren remnants. • Robust beaver populations on the property result in dams and tree thinning around the lake and wetland. • The Eastern Massasauga Rattlesnake (EMR), a federally threatened species, utilize much of the park for their life cycle. EMR overwinter in wetlands and move to upland areas in the summer to give birth to live young (they hatch their eggs inside their bodies in a process called ovoviviparity). History Phineas Davis Jr. settled in Detroit in the late 1820s where he quickly became involved in a variety of business ventures. He was on the Board of Directors of the Pontiac and Detroit Railroad Company. He also promoted the doomed Gibraltar & Flat Rock Canal; a scheme to construct a canal across the state to connect Lakes Erie and Michigan. Davis was also a major land speculator. Between May 1 and May 3, 1837, he purchased eight different parcels in Sections 3, 10 and 11 of Highland Township. The parcels purchased in Section 3 eventually became part of Highland Oaks County Park. To Au to whole Eb"o Presmt,s shau come; Greeting; dapwiiedi» the':JI+MEA IL L.7AO APFICE ph, Uinted &deq a C'erti�cule gJ'tha REUla'i LA ur 'i.ac ..SNL b6mdE ne e�zo�� wh re e ewe ryur y „� e h . eeev de br rne�ra —rding to theP� of Nw t' 1 (nngreae fahe'zarr of.?pr 1, ieso, mdUkd "An Ret the mk of the Public Lunch,' for (//��?!� rx. �/jzuno'�� � c//o�Z-�, ✓�2�zpe �Cfri2: �G�,r ,�a-�. -�s� afro<srO aC�o7� �!L%re � O B b l�t'1 �5 In 1841 Morris Wheeler, a native of New York, purchased land in Section 3 of Highland Township from Phineas Davis, Jr. He was soon joined by ��@I'F(f I'� other settlers and a small community grew up around his land holdings. It C111 L came to be called "Wheeler" in his honor. Things changed, however, with Tl`TAt _ the completion of the Flint & Pere Marquette Railroad through Highland — +- - - Township in 1871. The community grew more quickly and by 1872 a post , of (, !'�`I e, office was established under the name "Clyde" It was decided the name '�Rh�n Lt Wheeler could not be used since there was already a Wheeler, Michigan, in RG0 W-tk- -1 Gratiot County. The railroad tracks on the western border of Highland Oaks were originally owned by the Flint & Pere Marquette Railroad. The growth of the town of Clyde, located just south of the park, was closely tied to this railroad. Train passengers led to the need for lodging and a hotel was built. A depot was also constructed. Near the depot was a grain elevator that stored grain waiting to be taken away by train. Highland Oaks County Park i 3 Wheeter farm 2. a n a 0.00,dRd WHO 01' CLYDE _ a V 0. A Much of the western half of the land that became Highland Oaks was once owned by Morris Wheeler. He came to Highland Township from New York in 1841 and is considered the first settler in what became the community of Clyde. In 1883 Mr. Wheeler purchased a stock of goods and started a grocery business in Cheboygan County, Michigan. His son Cyrus, who had served in the 15th Michigan Infantry during the Civil War, took over the farm in Highland Township, running the farm until his death in 1916. The farm was then taken over by Cyrus Wheeler's sister, Eliza, who then ran the farm until her death in 1943. In the late 1840s and early 1850s much of the northern part of the land that became Highland Oaks was owned by Jacob Van Valkenburg. He was a lawyer who had moved to Michigan from New York. In the late 1850s he moved to Pontiac where he again practiced law and later became a probate court judge. Four of his sons served in the Union army during the Civil War. In the 1870s he moved to Florida where he purchased a small plantation on the St. John's River. He died there in 1879. Ir ' Highland E - �J!' Oaks 'f+; • • • •' 0MAKLAND is ' • ••• COUNTY PARKS • Great! arks for Great -Pe, ople, • Oaklanffountyhrks.com 93 V 0 Park Information After a decade of planning, Holly Oaks ORV Park opened Sept. 17. Part of a long-term goal of the Statewide Trail ORV Plan, the Michigan Department of Natural Resources (DNR), together with Oakland County Parks and Recreation (OCPR), has created an opportunity for legal, public off -road vehicle recreation. Oakland County was selected as a prime area to develop such an opportunity because it has the highest percent of licensed ORVs in the state, but no legal public riding areas, up until now. The park is a joint State -County project, operated by OCPR in partnership with the DNR via a 20-year operating agreement (with a10-year renewal). Consisting of former and active sand and gravel mines, Holly Oaks welcomes all types of ORVs, including full-size vehicles, side -by - sides, all -terrain vehicles or ATVs, and motorcycles. Approximately 113 acres opened this year with additional acres coming online as mining is completed on the remaining property. The full 235 acres is expected to be operational by 2023. The daily entry fee is $15/vehicle and an ORV license and trail permit are required. Natural Resources • Holly Oaks has been extensively mined and none of the original natural features can be found on the site. • Pooling of water and seed introductions have resulted in small ponds and vegetated areas across the property which are monitored by natural resources management staff. • The park was likely a combination of Black Oak Barren and Oak Hickory Forest prior to the 1800s. Holly Township History - u, of S_/P Holly Oaks ORV Park is located in Holly and Groveland townships. This land was first surveyed in 1816 by Joseph Wampler as part of his survey of the two townships. His surveyor notes that describe the land provide a glimpse into the pre -settlement landscape. He noted Sections 13 and- 24 of Holly Township as having rolling land with white, black and red oak. He described Sections 18 and 19 of Groveland Township as also having rolling land but with white and black oak and s hickory. The fact that the land was heavily timbered was no doubt a challenge to early settlers. gyp,., Firs[Surcey Groveland Township i Holly Township Despite its potential challenges people began to purchase land in Holly and Groveland Dada 1 Bas townships in the 1830s. Most had traveled out the Saginaw Trail (now sections of Dixie U8 9 Highway) from Detroit. Edwin Fairchild and Marston Richards of Monroe County, New HUST • F°" 7York, made the first purchase in 1831 in the area that would become Holly Oaks ORV B' FAIH°HILD Park. Their property was in the southeastern area of what is now Holly Oaks. They likely paid the federal government less than $2.00 an acre for the 80 acres they purchased. It J1B885 A1181,1^ appears that both were just land speculators and never actually lived on the land. LVDINGTOH James 1859 YAN —EH VEHGH Willem _ 189i First LdlltlOWl1¢D�J By the 1840s John Hadley had purchased the Fairchild and Richards properties. He and his wife Margery had been born in Northumberland, England, traveling to the United States around 1820 to settle in New York. Some 20 years later they relocated to Groveland Township. Historical records suggest they had 10 children but two died very young. It was John Hadley who donated land for Hadley Cemetery which borders Holly Oaks. By 1860 John and Margery had moved into Holly Village, and their son David took over the farm. His residence was located just south of Hadley Cemetery on the Saginaw Turnpike which later became Dixie Highway. Sometime around 1925 Julius H. Haass, a wealthy banker from Detroit, purchased what had been the Hadley farm as well as additional land that eventually became Holly Oaks. He was president of the Detroit Bankers Company, a prominent financier and patron of the arts. Later in life he developed an interest in wildlife protection, which is likely why he purchased the land in Groveland Township. In 1914 he had purchased the land known as Waterford Hill in Independence Township. This hill, which rises about 1,200 feet above sea level and about 200 feet above the surrounding land, was a well-known Oakland County landmark. Haass had hoped to build a wildlife sanctuary and estate on the hill but there is little evidence that this occurred. Beginning in the 1960s companies interested in sand and gravel mining began to purchase the land that would become the ORV Park. These included VanFleet Excavating and Bit -Con Corporation. What had been farmland and recreational land was now being mined. By 1979 Oakland County had become one of the leading sand and gravel producing counties in Michigan, and by 1994 it had become the leader. Today it has one of the largest sand and gravel operations in the world, much of it centered in Groveland and Holly townships. 1940 2019 •-•- •- - •• 0MAKLAND Spy COUNTY PARKS � � Great Parks for Great -People, Oaklanffountyhrks.com 93 V 0 AW r. Park Information Independence Oaks County Park is the largest in the parks system, at 1,286 acres. The Wint Nature Center offers interactive exhibits, interpretive programs and Scout Badge Days. Camp Wilderness, a youth group overnight camping area, features platform tents and a modern bathhouse. The 12+ miles of natural and paved trails feature stands of oak, hickory and maple trees. It's not unusual to see walkers, jogger, skaters, bikers and parent with strollers on the trails year-round. Nearly 10 miles of groomed and marked trails are open during winter to cross-country skiers of all abilitie and two miles of paved trails are open exclusively to hikers in winter. Independence Oaks also offers a new archery range, volleyball courts; boat launch (non -motorized boats); and swimming beach. Twin Chimneys Shelter provides a sweeping view of 68-acre Crooked Lake and is popular for outdoor wedding ceremonies and receptions. Independence Oaks -North, which opened in 2011, offers hiking, fishing, picnicking and also open for archery deer hunting in the fall. Anglers can portage and launch canoes, kayaks or other non -motorized boats. No vehicular boat launch is provided. Natural Resources • Independence Oaks is part of the headwaters of the Clinton River; the Clinton River itself runs through park from Upper Bushman Lake to the south. • Crooked Lake is likely a kettle lake that was formed by receding glaciers and is now spring -fed. Crooked lake is 68 acres and flows into the Clinton River at the south end of the lake. • Part of the Clinton River, 38-acre Upper Bushman Lake is a designated catch -and -release -only lake, which allows for interesting and diverse fish populations. • An old -growth mesic southern forest can be found on the south end of the property where trees are estimated to be between 200-300 years old, one of the few areas in Michigan (and Oakland County) that wasn't timbered in the 19th and 20th centuries. Hardwood conifer swamp surrounds sections of the Clinton River and is one of the most southerly occurrences of this natural community in Michigan. These areas support species like tamarack, white pine and cedar along with rare plants such as bog bluegrass, bishop's cap and small yellow lady's slipper. • A bog on the east side of the property along Sashabaw road is an uncommon sight in southeast Michigan. The ground layer of this bog is made up of sphagnum moss, a thick mat that supports other species such as bog rosemary and large cranberry. • The oak forest on the west side of Crooked Lake is a remnant Oak Barren, providing a window into what Oakland County primarily looked like prior to European settlement. Large oak trees are interspersed with open prairie plants. • Other interesting natural community types that can currently be identified, and are being restored on the property, include prairie fen, dry mesic southern forest, and southern wet meadow. History There is evidence that the history of people on the land that became Independence Oaks most likely began with Native Americans long ago. The park includes the headwater streams of the Clinton River which was a major river used by Native Americans for hundreds of years. The park also includes wetlands, lakes, elevated areas and other environments favored by Native Americans for seasonal camps. A significant Native American trail ran just to the north of what is now Upper Bushman Lake. Stories passed down by local residents tell of the discovery of arrowheads and other projectile points on what is now park property. For example, Maria Arnold who grew up in the Manor House in the north part of the park talked of the many projectile points and a small stone bowl her father had found on their property. h Is3T Wp�aas ,ffiT ,s,s a� 1837 1a37 1837 ­TE1 -LEY NO—H aJT ,_ 1s3. ,a,T 1— BUMMS 1�n ` WHIPPLE B Jars ,BTT ,BiT �ari�g,p�giencan 7Ja�l The first person to purchase land in what became IN0. =PE DE7Ej 1, the park was David Lewis, a blacksmith from ainel Ik Ontario, New York. In 1835 he purchased the southwest quarter of Section 10. Records indicate '`iE he came to Michigan with his mother, brother and sister. The 1840 census suggests that the family members may have been living in a small house on the land. After his marriage in 1846 to Mary Benjamin he built a house in Clarkston and the 1850 census shows the family living there. That house is still in existence, located at 121/123 Main Street. David Lewis died in 1853 and was buried in Clarkston's Lakeview Cemetery. The William Bailey homestead was located in what is now Independence Oaks - North. William Bailey came with his parents Robert and Malinda Bailey to Independence Township from New York in 1835. He married Clarissa Shotwell, the daughter of Clarkson and Keziah Sutton Shotwell who had settled on land in Independence Township in the 1830s. William and Clarissa raised ten sons, several of whom remained residents of the township. Henry Belitz was born in Prussia in 1823 and immigrated to the U.S. around 1856 with his wife Mary and three children. In approximately 1864 they settled on land that is now in the western part of Independence Oaks. By 1872 they had built two houses across from each other on the property; stone foundations are still visible. Henry and his wife had at least 8 more children after coming to the U.S., but it appears they lost four of them at a young age. Henry's wife Mary had died by 1870 and he had a new wife, Rachel. Henry and Rachel had 5 more children. The original structure of the building now known as Twin Chimneys Shelter appears to have been built by George Bee as a summer home. From 1944 to 1960 Mr. Bee's company, the Palmer -Bee Company, owned much of the property that became Independence Oaks. Mr. Irwin I. Cohn purchased 390 acres of the property in 1960 and the structure (known as the Bee Lodge) became the gathering place for members of the Glen Acres Hunt Club that was operated on the property. After the Oakland County Parks and Recreation Commission purchased the property, the Lodge was vandalized and destroyed by fire, leaving only the two fireplaces and part of the slate floor. Twin Chimneys Shelter was reconstructed by OCPRC in 1977 from the remains of the Lodge. • • • 0MAKLAND Say COUNTY PARKS • ' • Great -Pa t*s for Great -Pe, ople, Oaklanffountyhrks.com 93 V 0 Park Information Opened in 2002, Lyon Oaks County Park preserves 800 acres of environmentally -sensitive wetlands within a 1,041-acre park. Lyon Oaks marks the first park in the system that was created for both day -use and a golf course. The park's day -use area offers a picnic shelter, playground and restrooms; volleyball, horseshoes pits, and soccer and cricket fields; and six miles of natural trails for biking, cross-country skiing and on -leash dog walking. Lyon Oaks Dog Park features a 13-acre fenced enclosure with small dog area, benches, shelter with picnic tables, doggie drinking water and field training area. The challenging Arthur Hills -designed 18-hole golf course on 230 acres features an "up north" feel with wide fairways, wetlands and ponds. A practice facility includes driving range, target greens and sand traps. Bunkers Bar & Grill provides food service for golfers and outings, and the banquet center is perfect for weddings, banquets and educational seminars. Natural Resources • Lyon Oaks is part of the Huron River Watershed and the Kent Lake subwatershed. • While Lyon Oaks is primarily known for its recreational facilities, 800 of the 1000 acres of Lyon Oaks is classified as a wetland. Also, Norton Creek Drain, a tributary of the Huron River, runs through the park. • Wetlands on the property extend into the forests which are comprised of forested swamps, dry-mesic southern forests, and mesic southern forests. • A 470-acre wetland mitigation project was installed in the fields between the dog park and the forest to the south. This project removed drainage tiles, created a 13-acre wetland and planted numerous native prairie species. • The park was likely a combination of Oak -Hickory Forest, Shrub Swamp/Emergent Marsh, Beech -Sugar Maple Forest, Mixed Hardwood Swamp and Wet Prairie prior to the 1800s. History The Grand River Trail, an important Native American pathway, ran just south of Lyon Oaks Country Park. It was used by different groups of Native Americans for more than 500 years. Eventually early settlers moving out of the Detroit area followed the same pathway and purchased farmland along the way. In 1848 the part of the trail between Detroit and Lansing became a plank road and a stage coach route, with toll gates along the road. The little town of Hicksville began just southwest of what would become Lyon Oaks Park. The Hicksville Hotel, which still stands today, became a toll gate and a stage coach stop. Hicksville Hotel By the 1870s three families had built houses and begun farms on what would become Lyon Oaks. The first was Jay Marlatt, a bachelor farmer who had come from New York. His housekeeper, Sarah Baker, was a young widow with two children. Sarah's husband, Sergeant Albert Baker, had been killed during the Civil War. In1875 Jay Marlatt married Sarah and they ran a very successful farm together. Jar Ke... - Just to the north of the Marlatt farm was the farm of Spencer Renwick, who was married to Jay Marlatt's sister, Mary. At one time Spencer Renwick owned the nearby Hicksville Hotel and hired a manager to run it for him. Spencer was also the Vice -President of the local branch of the American Horse Thief Association, an organization made up of officers and riders dedicated to hunting down horse thieves. It described itself as "an association for mutual protection of property and the maintenance of law and order." fa l WU In the northeast part of what would become Lyon Oaks was the Lake farm, owned by brothers George and John Lake. They appear to have led fairly uneventful lives... until 1900 when lightning struck and killed one of their cows - fortunately they had insurance on the cow and were compensated $50.00 by the Southwestern Insurance Company. Interestingly enough, when OCPRC purchased the Lake farm they found several lightning rods, on the barn, on the house and in the chicken coop. The Lake farm was eventually purchased by Vernon Spencer who played major league W baseball for the New York Giants for a short time. Following his brief career as a ball player 0, �. he developed his farm into a major dairy farm, specializing in Brown Swiss Dairy Cattle. At one time was president of the Michigan Brown Swiss Cattle Breeder's Association. Vernon = t► Spencer was also the founder and president of the Michigan chapter of the National Flying Farmer's Association. The motto of this group was An airplane in every barn!" Vernon even 0built a landing strip on his farm just east of the park's eastern border and developed it into - Spencer Airport. Following his death in 1971 there were plans to expand the airport into a general aviation airport, but those plans were dropped in the 1980s. VERNON SPEMtER Qf -M.V GlaniS • . • . KLAND S 1 ••• COUNTY PARKS py ...: . Great arks for Great People OaklandCountyParks.com 10 %F W Park Information • Orion Oaks County Park's 916 acres feature 10 miles of hiking and mountain bike trails including bridges and boardwalks over wetland areas. • Oakland County Parks and Recreation's first dog park opened at Orion Oaks in 2000. Ranked third in the top 12 dog parks in Michigan according to Rover.com, the popular dog park features a 24-acre enclosed area for off -leash play and a "dog dock' with water access for dogs -only swimming. • Lake SixteerA 91 acres feature canoe and kayak access as well as fishing docks and an accessible fishing pier where anglers can fish in 10 feet of water. The park offers archery deer hunting in season, in designated hunting zones. Winter activities at the park include cross-country skiing, ice fishing and ice skating. 4 Natural Resources • Orion Oaks is part of the headwaters of the Clinton River, and Sashabaw Creek (a tributary to the Clinton River) runs through the park. • Orion Oaks' combination of upland and wetland habitats are crucial for the life cycle of the federally -threatened Eastern Massasauga Rattlesnake, a reclusive snake that can be found on the property. • The park land was likely a combination of conifer swamp, oak savannah and emergent march prior to the 1800s. • Some of the natural community types that can currently be identified, and are being restored on the property, include southern hardwood swamps, oak barren remnants, prairie fens and southern wet meadows. • Grassland restoration at this site increases crucial habitat for grassland birds including northern bobwhite, eastern meadowlark, eastern bluebird, bobolink, American woodcock, dickcissel and grasshopper sparrow. • There are a handful of vernal pools on the property in forested pockets that are monitored yearly by natural resources staff. 0 History • Most of the eastern part of the land that became Orion Oaks was originally the farm of the Cole family which had come to Orion Township from New Jersey in the 1840s. The land remained in the family until the early 1900s. The Cole farmhouse was across Joslyn road from the park but the barn was located in what is now the northeast corner of the park near the dog park. (map to the right) RESIDENCE OF J. H. AND E. S. Loml!RSdN. • Most of the western part of the land that became Orion Oaks was originally the farm of the Lomerson family. Their farmstead was located near Clarkston Road on the north side of the park. It included a large Italianate house, barn, silo, tool shed and a hen house. • There was once a one -room schoolhouse called Shanghai School just to the west of the land that became the park. It was built sometime between 1860 and 1872 and located on the south side of Clarkston Road near the western border of the park. y�OIRT li,�,f _. --- i m -- -- COMPANY.. - Just to the east of the land that became the park, near the corner of Josyln and Clarkston roads, was a settlement known as Cole or Cole Station. It included a post office and was a flag station on the Pontiac, Oxford & Northern Railroad. It was named after the Cole family who owned the farm on which the station was built. Erastus T. Cole also served as the first postmaster. • Beginning in 1916, William Scripps, son of the founder of the Detroit News and radio station WWJ, began to purchase farms in Orion Township including the Lomerson and Cole farms, the two original farms on the land that became Orion Oaks. Scripps eventually owned about 3,500 acres of land. He called his estate Wildwood Farm and it included a mansion containing 67 rooms, which is located just southeast of the park. `• ng Cafe ,SChocl • 40 4+a YGv L cccy Delpficr,e cn ye6! ee 27 �PQl7 Y4P <`4oberf Looney • r 2�0-r 32 [� O �S db Re.. 80 IZ. 44 aA r+r r 1908 Map showing Shanghai School Red Oaks County Park Dog Park: 31353 Dequindre Road Golf Course: 29600 John R Road, 248-541-5030 Nature Center: 30300 Hales Street, 248-585-0100 . . Waterpark: 1455 East 13 Mile Road, 248-858-0918 o Youth Soccer Complex: 29601 John R Road Park Information Red Oaks County Park consists of three distinct areas separated by major roadways. The 1.6-mile long park includes a Dog Park and Waterpark on the north side of 13 Mile Road, with the Golf Course, Nature Center/George Suarez Friendship Woods and a Youth Soccer Complex located south of 13 Mile. Red Oaks' 141 acres are a unique example of repurposing otherwise unusable urban land for recreational use - the Jerry Matthews -designed Red Oaks Golf Course was built atop the George W. Kuhn Drain, a 62-million-gallon underground reservoir and drain system, servicing several surrounding communities. A golf course was a good build option since the surface of the drain could not tolerate substantial weight. Deemed an executive course, Red Oaks offers 9 holes of traditional golf as well as FootGolf. Nestled in a unique 38-acre oasis of rich natural habitat in the midst of the thriving urban Madison Heights area, Red Oaks Nature Center's 2,400 square -foot log cabin building features seasonal displays and live native animals in a cozy atmosphere. Friendship Woods offers a 1.3-mile paved trail for exploration, including a unique new Storybook Trail. The nature center is currently closed until further notice, due to Covid-19. Red Oaks Youth Soccer Complex, located across John R Road from the golf course, offers six soccer fields as well as a pavilion, restroom building and a playground. North of 13 Mile Road, Red Oaks Waterpark features Michigan's largest wave -action pool, spiraling triple waterslides, the Soak Station water playground and Spray `n Play for the littlest splashers. The waterpark is closed in 2020 due to Covid-19. The parks system's third dog park opened in 2010 at Red Oaks. This 5.2-acre site, accessible from Dequindre Road, offers four fenced enclosures including one for smaller dogs. Natural Resources • Red Oaks is in the Clinton River Watershed and a portion of the park is located above the underground George W. Kuhn Drain (formerly Red Run Drain). • The wet mesic flatwoods community that covers most of the forested nature center property results in seasonal flooding, including vernal pools. • Native and non-native shrubs and trees on the north side of the nature center property provide refuge for local and migrating birds, including rare species such as Kirtland's Warbler. • The park was likely a combination of mixed hardwood swamp, beech -sugar maple forest and wet prairie prior to the 1800s. • Native swales have been planted at the dog park and golf course to assist with stormwater runoff and provide habitat for native pollinators. • Some of the natural community types that can currently be identified, and are being restored on the property, include wet mesic flatwoods and mesic southern forest. History In 1837 George Dawson purchased his first 40 acres of land which eventually became Red Oaks County Park. His son, George Jr., was the editor and later one of the owners of the Detroit Daily Advertiser, one of Michigan's earliest newspapers. From 1839 to 1842 he was also the official printer for the state of Michigan. . L 1 11. A" -t4"? , In the 1840s Archibald Lamphere bought land that would become part of Red Oaks. Sometime in the 1850s he donated a piece of farm land for a one -room school. Many years later the Lamphere School District in Madison Heights was named after Archibald Lamphere. r School - In 1850 Elizabeth McBride came to the U.S. from Ireland with her five children. She purchased farmland in what is now the northeast region of Red Oaks. Sadly two of her sons, John and Sam, died within days of each other in 1854. They were both around 20 years old. When Elizabeth died in 1876 her son Matthew McBride continued to run the family farm. He also served as a Justice of the Peace in Royal Oak Township. Red Run Drain work progress mrR 6RKRw:S�IYr. MAYxrr. r•n *r6.kffi U.S.S. Forest Rose Edwin Dawson, grandson of George Dawson, served on the U.S.S. Forest Rose during the Civil War. He was Captain of the forecastle. Normally this meant he would have been in charge of the anchors as well as the head sails. Since the Forest Rose had no sails he was likely just in charge of the anchors! The Red Run, a river with several tributaries, ran through the land that became Red Oaks when farmers began their purchases beginning in the 1830s. The river is mentioned in many early historical records. However, the river can no longer be seen at Red Oaks —it is underground! The Red RuiA south branch was buried in the mid-1930s and the north branch in the late 1960s, becoming part of a storm and sanitary drain system for the fast- growing northern suburbs. - • . KLAND ' - ••o COUNTY PARKS ' " Greatmarks or Great -People f P 'moo ' OaklandCountyParks.com In V 0 Park Information Several glacial lakes within Rose Oaks provide contrast to the gently rolling open meadows and wooded uplands. This 640-acre undeveloped park is a favorite of equestrians who explore its five miles of trails including accessible boardwalks and floating docks, which are also shared by hikers, cyclists, geocachers and cross-country skiers. Fishing is permitted; non -motorized boats and electric -motor boats are allowed (carry -in only). The park also offers archery deer hunting in season. Natural Resources • Rose Oaks is in the Shiawassee River Watershed and contains the headwaters of Buckhorn Creek, a tributary to the Shiawassee River. • There are many lakes, ponds and wetlands at Rose Oaks including Richardson, Big School Lot, Esler and Cogger lakes. • The east portion of the park contains 150 acres of a contiguous wetland made up of southern wet meadow, emergent marsh, shrub-carr, and southern swamp. • Blanding's turtle and Eastern Massasauga Rattlesnake, respectively a state species of concern and federally threated species are both found at Rose Oaks. High quality wetland and upland habitats support a variety of herptofauna populations within the park. • The park was likely a combination of black oak barren, white oak -hickory forest and wet prairie prior to the 1800s. • Some of the natural community types that can currently be identified, and are being restored, on the property include wet mesic prairie, emergent marsh, tamarack swamp and dry-mesic southern forest. • The wet mesic prairie at Rose Oaks is such a prime example of that natural community that it was added to the Michigan Natural Features Inventories' state-wide database. At the time (2004) there were only nine other examples of this community type in Michigan. • A population of northern wild rice, known as Manoomin by the Anishinaabek, grows within Rose Oaks. This plant was, and is, important to Native American communities that used and managed this property long before European settlement. • The extensive wetlands on the property support diverse wildlife populations including the often -seen beavers and muskrats. r History The first people on the land that became Rose Oaks were Native Americans, most likely the Anishinabek. The current Rose Center Road, located on the southern border of the park, was once an important Native American trail used for hundreds of years. Proximity to the trail, in addition to various water features (lakes, wetlands, streams) which would have provided both a means for transportation and a source for a variety of foods, would have made Rose Oaks a desirable place for a Native American settlement or camp. Map showing Native American Trail The parking lot at the Buckhorn Lake road entrance is the location of the former Mallett Family farmhouse. The family's barn was located just across the road. In 1854, while in their early 20's, Robert and Charlotte Mallett emigrated from England to the United States. By the mid 1860's they made their way to the property that is now Rose Oaks. By 1880, they were raising six children on their 80-acre farm. Charlotte Mallett died in 1898 and Robert in 1918. Their son, Robert, Jr. continued to run the farm until his death in 1942. All three are buried in Rose Center Cemetery. John Esler took up 80 acres of land in Rose Township in 1854 and began a farm. His wife, Margaret, continued to run the farm after he died in 1864. Eventually their son, John Jr., took over. He used the land for general farming and growing fruit. The farm remained in the Esler family into the 1940s. A large part of Rose Oaks County Park is located on what had been the Esler farm; some foundations of farm buildings still remain. There is also a tree line planted long ago for a windbreak. A small road the family used to get to Esler Lake is now a park trail. The farmhouse and barns of the Fillingham family were located at the current Fish Lake road entrance to Rose Oaks. William and Elizabeth Fillingham emigrated to foundation the United States from England in 1843. They lived in Pontiac, Michigan for 12 years and then purchased land ft in Rose Township, raising eight children on their farm. ` Several remnants of their farm can still be seen in Rose Oaks today, including the foundation concrete of a small barn, a row of trees planted to protect the house from winds and a huge lilac bush. William and Elizabeth, tree row as well as their daughter Lucy, are buried in Beebe Cemetery which is located just southwest of the park. Richardson Lake, located in the northern part of Rose Oaks, was named for the William Richardson family. William and his wife Mary, along with several children, came to Rose Township from England in the 1850s. The 1860 Agricultural Census lists the family as having two horses, six cows, two pigs and 15 sheep. They grew wheat, corn and oats. Mary died in 1873. When William died in 1894 his son, William, Jr. continued to run the farm. William, Mary and several other members of the Richardson family are buried in Lakeside Cemetery in Holly, Michigan. John Esler, Jr. P-PN.4 Apah.in I"u1r _ _. t { a 4 I •Ir •ja a �l'•I`•1:w�w wJr •. r wIV w�0 =I . G/ Lff lifei 1860 Agricultural Census Springfield Oaks County Park . Park: 12451 Andersonville Road, Davisburg 248-634-7899 Golf Course:12450 Andersonville Road, Davisburg • 0 248-634-2261' le Park Information Springfield Oaks is home to the historic Ellis Barn and annual Oakland County Fair. The Springfield Oaks Activity Center offers the Grand Hall and Carousel Hall for weddings, banquets, reunions and seminars. On the grounds of Springfield Oaks are several animal barns, a pavilion and outdoor arenas. The park is alive with activity during the annual Oakland County Fair as 100,000 visitors delight in live animal and 4-H exhibits, including the Miracle of Life Barn. Unpaved trails through woodlands on the southeast part of the park are open for hiking year-round as well as (ungroomed) cross-country skiing and snowshoeing in winter. The 1884 Ellis Barn's 14,000 square feet features an indoor riding arena, box stalls, mechanical exercise ring and cavernous second floor for hay and straw. The Ellis Barn represents a significant period of Michigan's agricultural and transportation history and provides unique educational opportunities. Learn more about the Ellis Barn's history here. (tinyurl.com/yy7bz6s9) The barn was moved from its original location on Dixie Highway to Springfield Oaks in 2005. Today, it is a popular DIY wedding venue. Across the street from the Activity Center and Ellis Barn lies Oakland County Parks and Recreation's first golf course. Springfield Oaks is a scenic 18-hole, par 71 course. The front nine is open and hilly, and the back nine is tighter, with more trees and water. Bunkers Bar & Grill offers space for outing luncheons as well grill room service for golfers. Springfield Oaks Golf Course is certified by the Michigan Turfgrass Environmental Stewardship Program for exceeding requirements to protect natural resources. Natural Resources • Springfield Oaks is part of the headwaters of the Shiawassee River Watershed. The Shiawassee River runs along the northern edge of the park. • The streams, creeks and wetlands that run through the park help protect water quality on the property and in the Shiawassee River. • The park was likely a combination of black oak barren and mixed conifer swamp prior to the 1800s. • While most of the property is occupied by the golf course and fairgrounds, Springfield Oaks is also home to some of OCPRs most interesting prairie fens, a wetland community that contains host plants for unique wildlife such as the federally endangered Poweshiek Skipperling. This butterfly is currently found downstream from Springfield Oaks. • The oak -dominated forests at Springfield Oaks are largely in good condition but the fungal disease oak wilt has started to impact red oaks on the property. These trees are being actively managed to prevent spreading the fungus. • Springfield Oaks contains a large population of little brown bats that occupy many of the buildings within the fairgrounds complex. 01 History Cornelius Davis, the founder of Davisburg, purchased 720 acres of land in Springfield Township in the 1830s. Cornelius had two sons, John and James. Part of Cornelius' land became the farm of his son, James. James developed the land into a very successful farm which specialized in Galloway cattle. The farm stayed in the Davis family into the 1920s and eventually became a large part of Springfield Oaks. The Davis house, located next to the Springfield Oaks Golf Course, was most likely built by William Chestnut in the 1870s. His neighbor, James H. Davis who lived just to the west, purchased the house in 1883. He and his wife Isabelle lived in the house for the rest of their lives. Many family artifacts can be found inside as well as those of several other Springfield residents. The original Springfield Oaks property, equaling 170 acres, was donated to Oakland County in 1926 by Manley Davis. He was the son of John Davis and great-grandson of Cornelius Davis, the founder of Davisburg. Over the years additional land was purchased, and today Springfield Oaks encompasses 322 acres, with the golf course comprising 169 acres. O I 40 Walls e if{37 2- z9 s a° DA� RG S �I N yam., hC W. DIaT. 11i. The Davis Farm zs in 1896 t, C0lli*)VtZZZs ,e aison r� o o 80 80 .1. i A large part of Springfield Oaks County Park is located on what had been the James H. Davis farm. At one time it included two barns, pig pens, poultry houses, a grainery, tool sheds and a buggy shed. Today only the house remains. Springfield is home to the historic Ellis Barn. The original barn was built in 1884 on Dixie Highway. Its design was known as a Madawaska Twin and featured crown molding, gingerbread details, elegant dormers and two huge gable roofs facing the road. Mr. Norman Ellis had commissioned the barn from a Maine barn wright to accommodate the storage of loose hay and straw to support his growing business of buying and selling livestock. It was also home to Ingomar, his prize-winning Percheron stallion. In 2005, the Ellis Barn was disassembled, moved and reassembled at Springfield Oaks by barn wrights from Indiana. The barn opened to the public in 2007. Waterford Oaks County Park A A • Administrative Offices: Park: 2800 Watkins Lake Road 1702 Scott Lake Road Waterford, MI 48328 Waterford, MI 48328 248-858-0906 Park Information Waterford Oaks County Park is a 199-acre park located in the center of Oakland County in Waterford Township. The park features Waterford Oaks Waterpark; the Waterford Oaks Bicycle Motocross (BMX) Track; more than three miles of hiking trails; the universally -accessible Paradise Peninsula Playscape; two platform tennis courts; a winter family sledding hill; and outdoor fitness equipment. The Lookout Lodge, Activity Center and picnic shelters are available for rent. The park is also the headquarters of the Oakland County Parks and Recreation Commission and Administrative Offices; Facilities, Maintenance and Operations; and Recreation Programs and Services. Around the corner on Pontiac Lake Road is the 13-acre Oakland County Farmers Market, which offers grower -direct fresh produce, flowers and hand -made goods year-round. The market also hosts educational programs and special events. Natural Resources • Part of the Clinton River Watershed, Waterford Oaks contains the origins of Pontiac Creek, which flows through the park and is surrounded by wetlands. • Wet depressions throughout forests have been identified as vernal pools and are monitored annually. • A series of rainwater swales and a water retention system was installed around the Administrative complex and Paradise Peninsula Playscape to naturally mitigate stormwater on the • Some of the natural community types that can currently be identified, and are being restored, include dry southern forest, dry-mesic southern forest, and southern wet meadow. • The park was likely a combination of Black Oak Barren, Mixed Conifer and Mixed Oak Savanna prior to the 1800s. property. History The majority of the land that became Waterford Oaks was originally purchased in 1831 by Joseph Stevenson. He died in 1832, just one year later. His wife Elizabeth inherited the land but it appears she was forced to sell much of it in order to pay her late husband's debts. She sold the land to Abram and Phoebe Kellogg who had migrated to Michigan from New York. Elizabeth Stevenson In the 1840s Abram Kellogg sold 30 acres of land in the southwest corner of his farm to his son Charles for $200. According to the deed for the transaction Charles had to pay $100 to his brother Horace (another of Abram's sons) on Oct. 15, 1859 and $100 to his brother Webster (another of Abram's sons) when he turned 21. Charles operated a farm on the land until 1865. It is very likely that Charles built the barn that is still located on this piece of land at Waterford Oaks. By 1860 Daniel Kellogg had taken over his father Abram's farm. His brother, Charles, had the small 30-acre farm to the southwest. Daniel kept the farm into the 1890s. In the early 1900s the Nye family had a dairy farm on the former Daniel Kellogg farm. Even after they no longer owned the dairy farm they continued to run a dairy business in Pontiac. It was first known as the V.A. Nye Dairy and later just as the Nye Dairy. The processing plant and store were located on Oakland Avenue. ,l'111;Uf'Lk: 2.—I'nxluctionx of A_rirulture m /I �4.-�...a!_.- in the County of 1i�ieL ., 8We d enmt mud by a oo the. day of June, 1880. .;y „10p. 1880 Agricultural Census In 1866 Richard Vaughn purchased Charles Kellogg's 30-acre farm. The 1880 agricultural census showed his farm consisting of 20 acres of improved land and 10 acres of woodland. He grew corn, oats, wheat and potatoes. He also owned two cows, two pigs, 30 sheep and 60 chickens. When he died in 1883 the farm passed to his son Ferdinand (Fred). Fred Vaughn's farm became the farm of William and Daisy McNutt around 1910. William was a surveyor and often traveled as part of his job, which often left Daisy in charge of the farm. She loved horses and began to raise them on the farm. In 1942 the farm became the home of the Stephan Ernst family who had come to the United States from Germany. It then passed to Stephen Ernst, Jr., whose family was the last to live on land that became Waterford Oaks. The Ernst family greenhouses were well-known and people from all over the Waterford area remember buying their vegetable flats, geraniums and other flowers there. Stephen Ernst, Jr. 0MAKLAND COUNTY PARKS Great -Pa rks forGreat-People �. OaklandCountyParks.com 10 WO Park Information White Lake Oaks Golf Course is a scenic 18-hole, par 70 course set on 238 acres. The player -friendly layout features an open front nine and tight back nine featuring woodlands and wetlands. White Lake Oaks also offers FootGolf, played on a 9-hole course built within nine holes of White Lake Oaks Golf Course. The course is designed for simultaneous play of both traditional golf and FootGolf, which utilizes a soccer ball and follows rules similar to traditional golf. The clubhouse features a pro shop, Bunkers Bar & Grill and garden patio. (The clubhouse is currently closed due to Covid-19.) White Lake Oaks is certified by the Michigan Turfgrass Environmental Stewardship Program for exceeding requirements to protect natural resources. 0 Natural Resources • White Lake Oaks is part of both the Huron River Watershed and the Clinton River Watershed. • Almost half of White Lake Oaks is wetlands. The Huron River flows along the western side of the property. • The park was likely a combination of Black Oak Barren and Mixed Hardwood Swamp prior to the 1800s. • There are many old oak trees on the property which are susceptible to the fungal disease oak wilt. The trees are currently being monitored and treated onsite. • Many species of wildlife, including coyotes and foxes, live in the wetlands adjacent to the golf course and can often be seen at dawn or dusk. History In March 1968 the skeleton of a mastodon was discovered and dug up just to the west of White Lake Oaks. It is estimated that the mastodon lived in the area about 10,000 years ago. About half of the skeleton was recovered and reconstructed. It was originally nicknamed "Elmer" because the bones were dipped in Elmer's Glue to keep them from cracking after they were removed from the ground. Later it was renamed the Groleau-White Lake Mastodon. "Groleau" was in honor of the Groleau brothers who discovered the bones and "White Lake" identifies the location of the discovery site. The mastodon is on display in Levinson Hall at the Highland Lakes campus of Oakland Community College. There is a lot of evidence that prehistoric Native Americans were present near the area that became White Lake Oaks. Several prehistoric artifacts were discovered on the Korpak farm which was just south of the park. These include fluted projectile points estimated to be 10,000 years old and a quartz spear point estimated to be 5,000 years old. A copper projectile point was also located just a bit north of the park near Pontiac Lake. Beginning in the 1850s a one room schoolhouse was on the land that became White Lake Oaks. It was named Webster School after the Webster family who had owned the land in the late 1840s. The school was also a gathering place used for Sunday School, weddings and other community events. In the 1870s the Vantine family owned the land that became White Lake Oaks. It stayed in the family for many, many years, and for several years the farm was run by Albert Vantine. The family held an annual reunion at his farm; a newspaper clipping from 1896 stated that 60 relatives attended the reunion that year in addition to a large number of friends and neighbors. It further stated "a large tent was pitched on the lawn where refreshments and music were served.' Elmer Vantine, Albert's son, had been one of the founders of the Detroit Business Institute in the early 1900s. He put his business knowledge to work when he and a few associates purchased several farms around tiny Lime Lake which was located just northwest of the Vantine farm. Then, with the help of a dam on the Huron River, the now -huge Pontiac Lake was created. Elmer hoped to cash in on the growing interest in recreation in Oakland County. This was the reason he also turned his farm land into a golf course in 1930. His Twin Lakes Golf Course eventually became White Lake Oaks Golf Course. Vantine farm after the creation of Pontiac Lake RETURN TO AGENDA OAKLAND COUNTY PARKS AND RECREATION COMMISSION 2800 WATKINS LAKE ROAD, WATERFORD, MICHIGAN 48328 Telephone: (248) 858-0906 FISCAL SUSTAINABILITY COMMITTEE MEETING Gary R. McGillivray, Chairman J. David VanderVeen, Christine Long, Andrea LaFontaine November 28, 2022 Vice Chairman VanderVeen called the meeting to order at 12:14 p.m. in the Parks Commission Room. COMMITTEE MEMBERS PRESENT: Gary R. McGillivray, J. David VanderVeen, Christine Long, Andrea LaFontaine COMMISSION MEMBERS ABSENT WITH NOTICE: None OTHERS PRESENT: PARKS AND RECREATION Ebony Bagley, Commissioner Nancy Quarles, Commissioner Chris Ward, Director Jim Dunleavy, Manager -Operations Melissa Prowse, Manager -Planning & Community Services Tom Hughes, Chief -Park Operations & Maint. — South District Aaron Stepp, Chief -Business Operations Mike Boyd, Supervisor -Waterford Oaks Jami Monte, Staff Assistant PLANTE MORAN Scott Patton Lorna MacFarlane AGENDA ITEMS 1. Approval of Minutes — 10/24/22 Long moved to approve the minutes of October 24, 2022, as presented. Seconded by LaFontaine. Motion carried on a voice vote with McGillivray absent. 2. Fiscal Policv & Procedures Proiect Mr. Ward and Mr. Patton discussed the scope of services that Plante Moran will provide to Oakland County Parks and Recreation. The contract includes the creation, modernization and updating of our fiscal policies and procedures. They will be looking at issues such as accounting for depreciation, equity, fee setting, budgeting, accounting, and performance indicators. Commissioner Long requested that they review our cash handling policy to ensure that best practices are being implemented. Mr. Ward identified that internal controls are also a part of the scope within this contract. Following this comprehensive approach will allow us to have a written policy that sets procedures and prioritization, is consistent and based on solid accounting advice and financial best practices. November 28, 2022 Page 2 3. Red Oaks Golf Course - Update As identified at the last meeting, the Board of Commissioners (BOC) removed the option to use American Rescue Plan Act (ARPA) funds for conversion of the golf course into an open public park. Prior to the BOC removing the option to use these funds for conversion, a survey was started in order to identify if there was support for the conversion. The results have been returned and reveal that about 85% of residents that live within a 15-minute drive time of the golf course support the conversion to an open public park. Correspondence has been sent to all of the residents that communicated to us through petitions, emails and letters letting them know that a decision has been made to keep the golf course for the time being. The Parks Master Plan that will be provided to the Parks Commission for approval in January assumes the continuation of the golf course, but includes language that would allow for the conversion to be readdressed if the financial situation doesn't improve. The cost recovery target for the golf course is 100%, minus depreciation. This year has generated the golf course's highest revenue and attendance; however, due to the water issues, the course was not profitable. In an effort to address the financial issues, we are proposing an increase in golf fees, which includes a $2 increase for non-residents. Additionally, we are working with WRC to capture some of the flush water from the storm drain and will be looking into additional uses of the golf course during the off- season, such as cross-country skiing. Mr. Ward will be meeting with the Madison Heights City Manager next week. The meeting will include discussions and negotiations regarding the water and sewer bill issue, moving of the dog park to Ambassador Park, changing the lease for Friendship Woods, and no longer having the responsibility of maintaining the soccer field. 4. Waterford Oaks Waterpark - Update Mr. Dunleavy and Mr. Boyd provided a presentation on the Waterford Oaks waterpark opening plan, which included facts about the pool, 2019 survey information, 2022 operating information and 2023 estimates, plans, schedule, and community activities. The goal is to open four days a week, with a new focus on community benefit and to rebrand the waterpark to identify it as it's currently operating, which is a wave pool/community pool. Long-term facility planning will be brought back at a future meeting and will include discussions on how to use the ARPA funds. 5. White Lake Oaks/Lvon Oaks Conference Centers - Update The amendments to remove our liquor license from these conference centers has been submitted and is anticipated to be effective in February. This change will allow for us to receive the revenue from the rental and require less staffing since we would no longer be providing the alcohol service. Katherine's Catering is contracted through the end of this year at Lyon Oaks and has not taken any reservations for next year. We are renting and promoting the space at White Lake Oaks for non-food or alcohol events, such as business meetings or craft shows. We are continuing to operate under the allowed parameters, but on a limited basis. Addison Oaks and Glen Oaks are managed by Oak Management and they have expressed potential interest in extending this contract. A meeting to discuss this option is set for later this week. 6. Other Items None. November 28, 2022 Page 3 7. Adiournment At 1:13 p.m., there being no further business to come before the Committee, the meeting was adjourned. Jami Monte, Recording Secretary NOTE: The foregoing minutes are subject to Committee approval. RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: E Department: Planning From: Donna Folland, Supervisor of Planning Subject: Five -Year Parks and Recreation Master Plan Review INTRODUCTION AND HISTORY At the meeting staff will briefly review key sections of the draft Five -Year Recreation Master Plan for Commission feedback and discussion. The public hearing for the Master Plan will be held at the January Commission meeting, and the plan will be submitted to the Michigan Department of Natural Resources before the February 1st deadline. RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: 1 Department: Facilities Maintenance & Development From: Melissa Prowse — Manager Planning & Community Services Zach Crane — Supervisor, Engineering & Development Subject: Springfield Oaks — Davisburg Mill Pond Dam — Removal & Restoration Project Construction Approval PROJECT CATEGORIES Approval Type: Conceptual Approval ✓ Construction Approval General Approval Project Type: ✓ Capital Improvement Maintenance Enhancement INTRODUCTION Staff will provide a brief presentation to summarize the project do date. HISTORY Oakland County Parks and Recreation Commission (OCPRC) owns and jointly manages the Davisburg/Mill Pond Dam with the Charter Township of Springfield (CTS). The agreement, executed in July 2015, calls for cost -sharing between the two parties for repair and maintenance of the dam. Rotary Park, located on the outfall side of the dam is owned, operated, and maintained by OCPRC while the Mill Pond Park located upstream from the dam is owned, operated, and maintained by CTS. Information from previous studies and inspections indicate a need for a significant investment into the dam, based on deficiencies and associated safety/liability issues. In October 2018 the Commission awarded a contract to AECOM to complete the Davisburg Mill Pond Dam Feasibility Study. The purpose of this Feasibility Study was to develop a recommendation for the future of the Davisburg Mill Pond Dam — replacement or removal, which concluded on July 10, 2019, with CTS' and the Commission's conceptual approval to remove the dam and restore the area. Copies of the Feasibility Study can be found at http://www.si)ringfield-twp.us/our communitv/mill pond dam/index.php In November 2019, the OCPRC awarded a change order to the AECOM contract to complete the preliminary design, engineering, grant writing, public outreach, and conceptual park design for the removal and restoration of the Davisburg Mill Pond Dam. A design committee was formed with OCPRC and CTS staff to continue this phase II design work with AECOM. An online public outreach presentation was conducted on January 19th 2021, which allowed public comment on the 50% conceptual plans. Public comments were collected through online survey. This Public engagement report was provided to OCPRC at the April 7th 2021 Commission meeting. A public outreach meeting was completed August 31 st 2021 with presentation on the 100% plan set. Page 2 OCPRC Staff received project conceptual approval at the September 1st, 2021 OCPR Commission meeting to proceed with final construction drawings and specifications for bidding the Davisburg Mill Pond Dam removal and restoration project. The four submitted bids were 40- 55% higher than the budget/engineers estimate of cost. Staff adjusted the FY23 Capital Improvement Program to correctly budget for this project, based on the lowest qualified vendor submission. Six bids were submitted to Oakland County Purchasing on November 15th, 2022. See attachment C for bid tabulation. BASE BID #1 — Davisburg Mill Pond Dam Removal and River Restoration Description: Includes all, but not limited to, materials, labor, permit, overhead, and profit for the removal of existing dam structure and installation of proposed open -bottom culvert, dewatering of impoundment, and subsequent reconstruction and restoration of the river channel and former impoundment. BASE BID #2 — Davisburg Road Reconstruction Description: Includes all, but not limited to, materials, labor, permit, overhead, and profit for the demolition of Davisburg Road, removal of the (approximately) top 28" of road surface, subgrade materials and base materials, reconstruction of the sub -base, base, and roadway surfaces and appurtenances after removal of the Davisburg Mill Pond Dam, and replacement with an open bottom culvert in Base Bid #1. Proiect Fundinq Breakdown • FY2023 CIP Total Project Budget $4,638,025 o Restoration Grants ($825,035) o Local Match ($1,516,176) • OCPR Budgeted Cost share $2,296,814 Proiect Fundinq Recommendation • Total Construction Contract Award $4,197,137 o 10% construction contingency $419,714 • Total Project Budget $4,616,851 • Current Grant Funding Awarded ($825,035) • Total Remaining Project Costs w/ Grant award $3,791,816 • Springfield Township Reimbursement $1,706,317 (45%) • OCPR Financial Responsibility $2,085,499 (55%) The financial obligation for OCPRC and CTS is set forth in the current Davisburg Mill Pond Dam Interlocal Agreement with OCPCR responsible for 55% and CTS responsible for 45% of the costs. An amendment to the existing Interlocal Agreement, with financial reimbursement requirements for this project as outlined in project funding recommendation section, will be brought to OCPRC for approval in early 2023. This amendment will also address both parties' Page 3 acknowledgment of property boundary/land transfer that will require OCPRC, CTS, and Oakland County Board of Commissioners approval. Once the removal and restoration has been completed, the Road Commission for Oakland County will be responsible for all future maintenance of Davisburg Road and culvert. OCRPC and CTS will be responsible for their property created by removal of pond/creation of stream and the Interlocal Agreement between CTS and OCPRC will terminate. A future internal budget amendment may be required to adjust project funding from capital to Springfield Oaks operating budget, because OCPRC will not own, maintain, or be responsible for Davisburg Road and culvert. REVIEW & APPROVAL HISTORY Date Description Oct 2018 Phase I - Dam Feasibility Study Approval - AECOM Sept 2019 Design/engineering budget approved within the FY2020 Capital Improvement Program Nov 2019 Phase II — Preliminary Design/Engineering Approval - AECOM Contract Change Order July 2020 Proposed Land Transfer Plan Discussion Sept 2020 Construction/Grant budget approved within the FY2021 Capital Improvement Program Oct 2020 Conceptual Approval — 50% preliminary pans and engineer opinion of cost April 2021 Phase 11 - AECOM Contract Change Order — Davisburg Road Engineering Design September 2021 Construction Conceptual Approval May 2022 Construction Bid/Budget Update September 2022 Budget Update ATTACHMENTS Attachment A — Location Map Attachment B — Project Drawing Set Attachment C — Bid Tabulation PROPOSED TIMELINE • OCPRC Construction Contract Award Approval • Springfield Twp. Construction Contract Award Approval • Submittal Package Approval • Construction Commence • Road Culvert Installation • Final Grading/Stabilization • Final Restoration • Project Completion December 7t" 2022 December 8t" 2022 April 1 st 2023 May 15t", 2023 August 2023 October 6t" 2023 June 11t, 2024 October 2024 Page 4 STAFF RECOMMENDATION Staff recommends contract award to lowest qualified vendor, Anglin Civil, LLC. of Livonia, MI in the amount of $4,197,137 for Base Bid # 1 and Base Bid #2 for the mill pond dam removal and restoration project for a total project cost of $4,616,851, with the Charter township of Springfield contract award approval at the December 8th township board meeting. MOTION Move to award contract to lowest qualified vendor, Anglin Civil, LLC. of Livonia, MI in the amount of $4,197,137 for Base Bid # 1 and Base Bid #2 for the mill pond dam removal and restoration project for a total project cost of $4,616,851, with the Charter township of Springfield contract award approval at the December 8th township board meeting. is, +c�dG '.. -- ,Springfield Oaks County Park Golf Course Activity Center & Events Area 6� kS T N a` m i _ m o . e mo o� a0 y I w" Legend N OAKLAND O Springfield Oaks County Park Project Location Springfield Oaks Golf Course COUNTY PARKS E m - Golf Hole 12450 Andersonville Road Oakland County Parks and Recreation 2800 z Davisburg, MI 48350 Watkins Lake Road 4s 58-09 6I O Cart Path SHT. 1 OF 1 I www.OaklandCountyParks.com >a KY a_coM 0 X LN0, DAVISBURG MILL POND DAM REMOVAL AND RIVER RESTORATION _ IE w �Of A /11 , yea+; :.`• ::, �y ? MCD -- „IGI rg y :.-.IS 066931 JANEEN McDERMOTT,PE PROJECT MANAGER CIVIL & HYDRAULICS ALL SHEETS EXCEPT AS NOTED AS GEOTECHNICAL t : AARON M. -*: HUMPHREY 55305 cwROf F SS 10N �'� AARON HUMPHREY, PE GEOTECHNICAL SHEETS T-2.0, B-1.1 - B-6.1 0 STATE LOCATION MAP 1 OAKLAND COUNTY NORTH 0 100v 2000' DESIGN SPEED POSTED SPEED 25MPH (EXISTING) DESIGN SPEED 35 MPH SHEET INDEX Sheet Sheet Title Number TITLE & GENERAL PLANS T-1.1 TITLE & INDEX T-1.2 GENERAL NOTES T-2.0 SOIL BORINGS LOCATION MAP T-3.0 MAINTENANCE OF TRAFFIC PLAN T-3.1 MAINTENANCE OF TRAFFIC PLAN T-4.0 PAVEMENT MARKING AND SIGNING DAVISBURG ROAD RD-1.1 GENERAL NOTES RD-1.2 GENERAL NOTES RD-1.3 GENERAL NOTES RD-1.4 LEGEND RD-1.5 DAVISBURG ROAD ALIGNMENT SHEET RD-1.6 DAVISBURG ROAD TYPICAL CROSS SECTIONS RD-1.7 DAVISBURG ROAD TYPICAL CROSS SECTIONS RD-1.8 PAVEMENT CORES AND SOIL BORINGS RD-1.9 DAVISBURG ROAD REMOVAL SHEET RD-1.10 DAVISBURG ROAD CONSTRUCTION SHEET RD-1.11 DAVISBURG ROAD PROFILE SHEET RD-1.12 DAVISBURG ROAD CROSS SECTION SHEET RD-1.13 DAVISBURG ROAD CROSS SECTION SHEET RD-1.14 DAVISBURG ROAD CROSS SECTION SHEET RD-1.15 GRADING DETAIL RD-1.16 GRADING DETAIL RD-1.17 GUARDRAIL PLAN RD-1.18 QUANTITY SHEET BREACHING PLANS B-0.1 EXISTING SITE TOPOGRAPHY B-1.1 GENERAL SITE PLAN B-1.2 EROSION PLAN B-1.3 SOIL EROSION DETAILS B-2.1 DAM BREACHING PLAN VIEW - STAGE 1 B-2.2 DAM BREACHING PROFILE VIEW - STAGE 1 B-3.1 DAM BREACHING PLAN VIEW - STAGE 2 B-3.2 DAM BREACHING STAGE 2 DETAIL B-4.1 DAM BREACHING PLAN VIEW - STAGE 3 B-4.2 DAM BREACHING PROFILE VIEW - STAGE 3 B-5.1 DAM BREACHING PLAN VIEW - STAGE 4 B-5.2 PROPOSED CULVERT VIEWS B-6.1 FINAL RESTORATION RESTORATION PLANS R-0.1 SITE OVERVIEW R-1.1 CHANNEL GRADING & PROFILE 1 OF 4 R-1.2 CHANNEL GRADING & PROFILE 2 OF 4 R-1.3 CHANNEL GRADING & PROFILE 3 OF 4 R-1.4 CHANNEL GRADING & PROFILE 4 OF 4 R-2.1 CONSTRUCTION CROSS SECTIONS 1 OF 5 R-2.2 CONSTRUCTION CROSS SECTIONS 2 OF 5 R-2.3 CONSTRUCTION CROSS SECTIONS 3 OF 5 R-2.4 CONSTRUCTION CROSS SECTIONS 4 OF 5 R-2.5 CONSTRUCTION CROSS SECTIONS 5 OF 5 R-2.6 RIFFLE DETAILS R-2.7 CHANNEL DETAILS STRUCTURAL DEMOLITION S-0.1 STRUCTURAL SITE OVERVIEW S-1.1 EXISTING STRUCTURE REMOVALS PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKIAN`IAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 Wd 248.846.6558 TEL 248.846.6557 FAX 1 CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248 204.5900 TEL 248 204.5901 FAX REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50%DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE TITLE & INDEX SHEET NUMBER T-1.1 CIVIL ABBREVIATIONS BTM. BOTTOM CB STORM CATCH BASIN 7. THE CONTRACTOR SHALL KEEP ACCURATE AND LEGIBLE RECORDS OF ALL C & G CURB & GUTTER CHANGES OF WORK THAT OCCUR DURING CONSTRUCTION AND INFORMATION ° CL C.O. CENTER LINE CLEAN OUT ON "AS -BUILT" CONDITIONS. DOCUMENTATION OF CHANGES AND AS -BUILT CONC. CONCRETE INFORMATION SHALL BE RECORDED ON AN APPROVED SET OF FULL SIZE FINAL Q C.P. CONTROL POINT WITH NUMBER PROJECT PLANS AND DELIVERED WITHIN 90 DAYS AFTER COMPLETION OF C.Y. CUBIC YARDS WORK. DIA. DIAMETER E EASTING 8. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE ELEC. ELECTRICAL PROJECT AND ADJACENT PROPERTY, STRUCTURES, UTILITIES AND ELEV./EL. ELEVATION EX./EXIST. EXISTING LANDSCAPING FROM ANY DAMAGE, EROSION AND SILTATION THAT RESULTS FES FABRIC ENCAPSULATED SOIL FROM THE CONSTRUCTION BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, F.F.E. FINISH FLOOR ELEVATION SILT FENCE, DIKES, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND FRP FIBER REINFORCED PIPE ACCEPTED BY THE OWNER. FT. FOOT GAL. GALLON 9. THE CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 01 11 00 NV NVERANT SUMMARY OF WORK FOR ALL PERMIT REQUIREMENTS AND GUIDANCE IN o I.E./INV. LB INVERT ELEVATION STORM LEACH BASIN OBTAINING THE APPLICABLE PERMITS. THE CONTRACTOR SHALL BE LF LINEAR FOOT RESPONSIBLE FOR CONFORMANCE WITH ALL APPLICABLE PERMIT T MECH. MECHANICAL REQUIREMENTS DURING THE EXECUTION OF THE WORK AND PRIOR TO FINAL ' MH MANHOLE (ANY UTILITY) ACCEPTANCE. ADDITIONAL DETAILS ON CONTRACTOR RESPONSIBILITIES ARE N NORTHING PROVIDED IN THE SPECIFICATIONS. E PP POWER POLE PR./PROP. PROPOSED PVC POLYVINYL CHLORIDE 10. ALL NON -PAVED DISTURBED AREAS SHALL BE RESTORED AS SHOWN ON THE PVMT. PAVEMENT PLANS. P.0.B POINT OF BEGINNING o RCP REINFORCED CONCRETE PIPE 11. THE CONTRACTOR SHALL ACCESS THE WORK AREAS USING THE PUBLIC S.B. SOIL BORING RIGHT-OF-WAY AND EXISTING EASEMENTS ONLY. CROSSING PRIVATE SN SANITARY SYSTEM SPW TEMPORARY SHEET PILE WALL PROPERTY TO ACCESS THESE AREAS WITHOUT WRITTEN PERMISSION FROM S.S. STAINLESS STEEL THE PROPERTY OWNER IS PROHIBITED. STM STORM SYSTEM S.Y. SQUARE YARDS T.P. TOP OF PIPE 12. TOPOGRAPHY SHOWN HERE REPRESENTS CONDITIONS EXISTING AT THE TIME TYP. TYPICAL THE FIELD SURVEY WAS MADE (MARCH 2O19). Y.D. STORM YARD DRAIN W/L WATER LINE 13. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR WM WATER MAIN MAKING A DETERMINATION OF WATER LEVELS THAT MAY EXIST DURING WSE WATER SURFACE ELEVATION CONSTRUCTION. SURVEY GENERAL NOTES 14. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE COORDINATE SYSTEM: STATE PLANE EXISTING STRUCTURES AND BEING TRANSPORTED DOWNSTREAM. ZONE: MICHIGAN SOUTH 2113 ELLIPSOID: GRS 80 16. ALL WORK FOR THE CONDITIONS SHOWN AS "PROPOSED", "FINISH", AND HORIZONTAL DATUM: NAD 83 (CORS 2011) "NEW" IS REQUIRED UNDER THIS CONTRACT. VERTICAL DATUM: NAVD 88 GEOID: GEOID 12A ELECTRONIC FILES UNITS: INTERNATIONAL FEET AFTER BIDS HAVE BEEN SUBMITTED AND A SELECTION IS MADE, ELECTRONIC FILES BENCHMARKS WILL BE PROVIDED TO THE CONTRACTOR FOR LOCATING KEY DESIGN ITEMS. BENCHMARKS SET 1. BM 500 N 457587.89 E 13345976.74 Z 964.90 NAIL ON TOP OF WOODEN GUARD RAIL POST 2. BM 501 N 457542.22 E 13345604.21 Z 965.83 cD 3: 0 NAIL ON TOP OF WOODEN GUARD RAIL POST Uj W p GENERAL NOTES z J Q w 1. THE CONTRACTOR SHALL HAVE SOLE AND COMPLETE w RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. FL U) z 2. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL 3: SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY fy RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND �i FEDERAL HEALTH AND SAFETY STANDARDS, LAWS, AND o REGULATIONS. 0 Q �i 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT AND MAINTAIN ANY EXISTING UTILITY U) SERVICES SHOWN ON THESE PLANS AND ANY OTHERS NOT OF �i RECORD OR NOT SHOWN ON THESE PLANS. THE UTILITIES SHOWN Q ON THE PLANS ARE APPROXIMATE LOCATIONS AND SHOULD BE INTERPRETED AS SUCH. THE CONTRACTOR IS REQUIRED TO CD � PROVIDE A MARK -OUT OF ALL UTILITIES WITHIN THE AREA OF cD WORK PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO ry 00 CALL MISS DIG (1-800-482-7171) TO OBTAIN A MARK -OUT OF PUBLIC UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT THE PRIVATE UTILITIES LISTED ON THIS SHEET TO o ARRANGE FOR MARK -OUT OF PRIVATE UTILITIES NOT LOCATED BY co co THE MISS DIG SYSTEM. CONTRACTOR SHALL BE AWARE OF OVERHEAD ELECTRIC LINES. THE CONTRACTOR IS RESPONSIBLE FOR co ALL DAMAGE TO EXISTING UTILITIES AND ALL COSTS TO REPAIR ry DAMAGE TO ANY UTILITY (SEWERS, WATER, GAS, ELECTRICAL, o CO CABLE, UNDERDRAIN SYSTEMS, & SPRINKLER SYSTEMS, ETC.) N 0 KNOWN, OR OTHERWISE, SHALL BE BORNE SOLELY BY THE o CONTRACTOR. ACCEPTANCE & APPROVAL OF SAID REPAIRS SHALL 0 fy BE PER THE OWNER OF THE DAMAGED UTILITY. cnU) J o 4. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO �o ENSURE ALL UTILITY SERVICES WILL REMAIN FUNCTIONAL DURING THE CONSTRUCTION PERIOD. co C? co o d 5. THE CONTRACTOR SHALL HAVE A FULL SIZE SET OF THE MOST J RECENTLY APPROVED FINAL PLANS MARKED "FOR CONSTRUCTION" W ON THE JOB SITE AT ALL TIMES. J W � W 6. UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR N SHALL BE RESPONSIBLE FOR LEAVING THE WORK AREA SECURED E AND FREE OF HAZARDS AND SHALL PROVIDE ALL NECESSARY TEMPORARY SIGNS, WARNING DEVICES, AND BARRICADES. J U_ SPECIAL NOTES 1. PROTECTION OF WORK DURING THE EXECUTION OF THE WORK SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE WORK AREA AND EQUIPMENT FROM FLOODS AND DAMAGE OR DELAYS DUE TO FLOODS. NO EQUIPMENT SHALL BE LEFT IN CHANNEL AFTER WORK HOURS. 2. BREACHING SAFETY IN THE CASE OF AN UNEXPECTED BREACH THROUGH THE DAM THE CONTRACTOR SHALL HAVE A STOCKPILE OF RIPRAP NEARBY FOR EMERGENCY PLACEMENT. ALSO THE CONTRACTOR IS REQUIRED TO HAVE EXTRA SAND BAGS AVAILABLE. CONTRACTOR SHALL PREPARE SITE SPECIFIC HEALTH & SAFETY PLAN, INCLUDING AN EMERGENCY ACTION PLAN. THIS EMERGENCY ACTION PLAN SHALL BE REVIEWED AND COORDINATED WITH THE OAKLAND COUNTY CHIEF OF EMERGENCY MANAGEMENT, KEVIN SCHEID (248-858-1724). 3. REMOVAL OF THIRD PARTY OWNED EQUIPMENT CONTRACTOR IS REQUIRED TO COORDINATE THE REMOVAL OF THIRD PARTY OWNED EQUIPMENT PER SECTION 02 4116. ENGINEER'S STATEMENT THE PURPOSE OF THE WORK SHOWN ON THESE PLANS IS THE DEWATERING OF THE DAVISBURG IMPOUNDMENT, EXCAVATION AND RELOCATION OR DISPOSAL OF SOILS AND MATERIALS WITHIN THE LIMITS OF EXCAVATION, REMOVAL OF THE EXISTING SPILLWAY, AND APPURTENANCES, AND RESTORATION OF THE SHIAWASSEE RIVER. THE WORK GENERALLY INCLUDES, BUT IS NOT LIMITED TO, CONCRETE REMOVAL, REMOVAL AND DISPOSAL OF FILL/SEDIMENT MATERIALS, CONSTRUCTION OF OPEN BOTTOM CULVERT UNDER ROAD, RECONSTRUCTION OF DAVISBURG ROAD, CONSTRUCTION OF INSTREAM HABITAT IN THE RESTORED RIVER, AND RESTORATION OF THE RIVER BANK AND FLOODPLAIN AREAS. THIS WORK WILL BE CONDUCTED WHILE CONTRACTOR ACTIVELY MANAGES WATER LEVELS IN MILL POND AND FLOW OVER DAVISBURG DAM WITHIN THE CONSTRAINTS SPECIFIED IN THESE PLANS. THE EGLE HYDROLOGIC STUDIES UNIT PROVIDED THE FOLLOWING HYDROLOGY INFORMATION FOR THE SHIAWASSEE RIVER AT THE LOCATION OF DAVISBURG DAM: TOTAL DRAINAGE AREA OF 7.79 SQUARE MILES AND CONTRIBUTING DRAINAGE AREA OF 6.85 SQUARE MILES PRECONSTRUCTION MEETING CONTRACTOR SHALL COORDINATE AND ARRANGE FOR A PRECONSTRUCTION MEETING AT THE SITE PRIOR TO THE START OF CONSTRUCTION TO BE ATTENDED BY OAKLAND COUNTY, SPRINGFIELD TOWNSHIP, CONTRACTOR, AND OWNER'S REPRESENTATIVE PRIOR TO THE TIME OF THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL HAVE THE LIMITS OF THE WORK (GRADING AND TEMPORARY ACCESS ROAD) STAKED AND THE LOCATIONS OF EXISTING UTILITIES MARKED OUT. THE PURPOSE OF THIS IS TO CONFIRM THE PROPOSED WORK WILL NOT CONFLICT WITH THE ADJACENT SITES. IF A CONFLICT IS IDENTIFIED AT THAT TIME, THE CONTRACTOR SHALL REQUEST DIRECTION FROM THE OWNER PER THE CONTRACT. EGLE 50 % FREQUENCY DISCHARGE VALUES (HALF OF FLOWS ARE GREATER AND HALF ARE LESS) FOR THE SUMMER MONTHS DURING WHICH CONSTRUCTION WILL TAKE PLACE: MAY 5.7 CFS JUNE 4.0 CFS JULY 3.2 CFS AUG 2.9 CFS SEPT 2.8 CFS OCT 3.3 CFS NOV 4.3 CFS DEC 4.8 CFS EGLE PROVIDED ANNUAL PEAK FLOOD DISCHARGE VALUES: 50% (2 YEAR) 80 CFS 10% (10 YEAR) 200 CFS 2% (50 YEAR) 360 CFS 1% (100 YEAR) 440 CFS 0.5% (200 YEAR) 500 CFS 0.2% (500 YEAR) 650 CFS THE DESIGN DISCHARGE FOR THE DAM BREACHING PORTION OF THIS PROJECT IS THE 10% (10 YEAR) FLOOD (200 CFS). TO COMPLY WITH THE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY REGULATION OF A MAXIMUM DEWATERING RATE OF 1 FT/DAY SHALL BE MAINTAINED AT ALL TIMES FOR DAVISBURG IMPOUNDMENT. CONTRACTOR SHALL SURVEY WATER SURFACE ELEVATION AT THE DAM EVERY 12 HOURS, TO VERIFY THIS REQUIREMENT IS BEING MET. SPECIFIC SEQUENCES AND REQUIREMENTS RELATED TO DEMOLITION OF THE DAM ARE PROVIDED HEREIN. CONTRACTOR TO PROVIDE COFFERDAM DESIGN FOR APPROVAL. Iall 0.1411111,11111111111M THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED ON OUR SURVEYS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO IT'S ACCURACY AND THE LOCATION OF EXISTING UTILITIES. NAME OF OWNER TYPE OF UTILITY AT&T ATTENTION: MICHAEL BIAZ ENGINEER 54 N. MILL ST. PONTIAC, MI 48342 MB1269@ATT.COM 810-768-0109 CENTURY LINK 200 GALLERIA OFFICENTRE #219 SOUTHFIELD, MI 48034 DTE ENERGY ATTENTION: SARA KIPP ASSOCIATE FACILITATOR SARA.FORCE@DTEENERGY.COM CO M CAST ATTENTION: COLETTE HORNYAK 27096 OAKMEAD DRIVE PERRYSBURG, OH 43551 419-874-9262 CN: ATTENTION: THOMAS BRASSEUR MANAGER OF PUBLIC WORKS 700 PERSHING RD PONTIAC, MI 48340 715-544-9145 THOMAS.BRASSEUR@CN.CA ATTENTION: NATHAN 'SCOTTY' BUSH BRIDGE AND CULVERT MANAGER 3250 W. BRISTOL ROAD FLINT, MI 48507 810-618-5748 NATHAN.BUSH @CN.CA TELECOM TELECOM I41:1411111105[0l TELECOM RAILROAD RAILROAD SUGGESTED CONSTRUCTION SEQUENCING 1. MOBILIZE TO THE SITE. 2. FULLY OPEN SLUICE GATE TO IT'S LOWEST INVERT (-955.5) TO BEGIN DRAWDOWN EXISTING WATER SURFACE ELEVATION IS APPROXIMATELY 956.1. 3. CONSTRUCT ACCESS ROUTE ALONG SOUTH SIDE OF MILL POND PARK. 4. INSTALL SESC MEASURES AROUND ACCESS ROUTES AND EQUIPMENT/MATERIAL STORAGE AREAS. S. CONSTRUCT ENGINEERED RIFFLE AT THE EXISTING RAILROAD BRIDGE. STAGE 1: 6. CONSTRUCT SEDIMENT TRAP IMMEDIATELY UPSTREAM OF OUTLET. MONITOR AND EMPTY SEDIMENT TRAP AS NEEDED TO MANAGE SEDIMENT TRANSPORT DOWNSTREAM. 7. INCREMENTALLY DEMO THE SLUICE GATE FRAME/ SHEET PILE TO APPROX. 950.51; WSE = 951.28. OR BYPASS PUMP INTO THE EXISTING 36" CULVERT. 8. AS WATER LEVEL LOWERS IN THE POND, START EXCAVATION OF RESTORED CHANNEL IN THE PROPOSED ALIGNMENT, WORKING FROM UPSTREAM TO DOWNSTREAM. 9. INSTALL ENGINEERED RIFFLES TO MAINTAIN CHANNEL GRADES AND PREVENT HEADCUTTING UPSTREAM. 10. PLACE EXCAVATED MATERIAL IN DESIGNATED AREAS. STAGE 2: 11. PLACE DETOUR SIGNAGE, CLOSE DAVISBURG ROAD, AND START CONSTRUCTION OF COFFERDAM UPSTREAM OF EXISTING DAM. BEGIN REMOVAL OF ROAD SURFACE TO TOP OF EXISTING OUTLET CULVERT (APPROX. 954). 12. CONSTRUCT DOWNSTREAM ENERGY DISSIPATION STRUCTURE FOR BYPASS PUMPING OUTLET. 13. CONSTRUCT PUMP INTAKE STRUCTURE IN THE IMPOUNDMENT. STAGE 3: 14. MONITOR WEATHER FORECAST FOR FIVE DAY FORECAST OF LESS THAN 0.25" OF RAINFALL. 15. BEGIN 24-HR OPERATION. SET UP AND START BYPASS PUMPING OVER DAVISBURG ROAD. 16. COMPLETE COFFERDAM CONSTRUCTION (ALL FLOW VIA BYPASS PUMPING NOW) AND CONTINUE INCREMENTAL DEWATERING TO APPROXIMATE ELEVATION 944. 17. UPON DEWATERING BELOW ELEVATION 950, BEGIN DEMOLITION OF EXISTING DAM STRUCTURE. CONTINUE EXCAVATION OF EARTHEN EMBANKMENT AND REMOVAL OF EXISTING DAM STRUCTURE. 18. COMPLETE EXCAVATION FOR 36 FT OPEN BOTTOM CULVERT AND FOOTINGS. 19. PREPARE FOR WINGWALL FOOTINGS AND POUR PROPOSED CULVERT FOOTINGS AND WINGWALLS. 20. INSTALL PERMANENT RESTORED RIVER CHANNEL THROUGH DAVISBURG ROAD. 21. UPON ADEQUATE CONCRETE STRENGTH TESTS PER SPECIFICATION, PLACE PRECAST BRIDGE STRUCTURE. STAGE 4: 22. ONCE CULVERT IS INSTALLED AND WATER SURFACE ELEVATION LOWERED TO APPROXIMATELY 944, REMOVE COFFERDAM TO OPEN FLOW THROUGH PROPOSED/ RESTORED RIVER CHANNEL. 23. REMOVE BYPASS PUMPING SYSTEM. 24. BACKFILL AND RECONSTRUCT ROADWAY. FINAL RESTORATION: 25. RESTORE DAM EMBANKMENT SITE. 26. COMPLETE INSTALLATION OF RIVER FEATURES INCLUDING LARGE WOOD, RIFFLE MATERIALS, ETC. 27. COMPLETE RESTORATION OF IMPOUNDMENT INCLUDING FINAL GRADING AND SEEDING. 28. RESTORE EQUIPMENT/ MATERIAL STORAGE AREAS AND REMOVE ACCESS ROUTE AND RESTORE. 29. DEMOBILIZE. Know what's below. Call before you dig. P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL OAKLAND COUNI' I Y M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 'RINUILLC ARTIER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER T-1.2 Qo (M X N ❑ 2 U Ir Q C� 0 In Q z O Q U O J (D z ry O m J_ O fn O N F- C� z Q ry N O O 0 Q U O rn U) (D Q U O O O) ry m U) Q N ❑I or.0 N � N O) O Ln N O O ry O - � �U to L JU3 ry N EL �U) O 0 N O O N > z J LU U fn z UN5 J LJ� 2 Uw _J N >E (n a) to _J LL I o 0 0 o Q SHEET p� AREA I � F•n a z O w 0 �F DAVISBURG ROA?_--__� HIAW SEE RIVET: TROUT POND soil and materials engineers, inc. michigan, ohio and indiana LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE FENCE LINE EDGE OF TREE AND/ OR SHRUB LINE WETLAND AREA F-7, OHE RIP RAP SOIL BORING BORING 131 I[]`'• soil and materials engineers, inc. PAGE 1 OF 1 michigan, ohio and indiana PROJECT NAME: Davisburg Dam Spillway Repairs PROJECT NUMBER: PD63302 CLIENT: Oakland County Parks & Recreation PROJECT LOCATION: Springfield Township, Michigan DATE STARTED: 5/24/11 COMPLETED: 5/24/11 BORING METHOD: Hollow -stem Augers DRILLER: RM RIG NO.: ATV LOGGED BY: SB CHECKED BY: CGN iz DRY DENSITY 0 HAND PENETROMETER w (Pcf) - ■ ® TORVANE SHEAR LL H O so 100 110 120 O UNCONFINED ZO LL U Z a Ir en COMPRESSION N-VALUE -- O MOISTURE & 17 VANE SHEAR (PEAK) Lu F- = O a Lu w N ATTERBERG LIMITS (%) X VANESHEAR(REMOLDED) COLL IL SURFACE ELEVATION: 960 FT R rr 3: z o PL MC LL ®TRIAXIAL (UU) wW o >_ a a F X I--0 SHEAR STRENGTH (KSF) PROFILE DESCRIPTION REMARKS 10 20 30 40 10 20 30 40 1 2 3 4 OCf Fine to Medium Sand- Some Silt - Trace to Some Gravel- Trace 1.5 Roots & Grass- Dark Brown- 958.5 sst 2 2 q Moist- Very Loose (SM/Topsoil) o Fine to Coarse Sand- Trace to I 3.5 Some Silt & Gravel- Brown- 956.5 Moist- Very Loose (SP-SM/Fill) T 2 Clayey Fine to Coarse Sand- SS2 1 3 - 955 5 Some Silt- Trace to Some Gravel- 2 I Brown- Moist to Wet- Very Loose s.0 �SC/Fill 954.0 I s 7.0 andy (,lay- Some Silt- Trace 95 SS3 2 3 s 0 Gravel- Brown- Very Stiff (CL/Fill) SS4 4 4 3 0. -950 10 Fine to Coarse Sand- Some Silt- sss ao Trace to Some Gravel- Frequent 12 j' Silty Clay Layers from 14.5 to 18 / feet- Gray- Wet- Loose to Dense (SM/Fill) 5 sss 6 -945 15 1 I SS7 5 7 5 112 18.5 941.5 Amorphic Peat- Trace Roots- SS8 3 a 7 11 Q �� -sao 20- 1 Occasional Sand Seams- Black I 1 (Pt) ) - - 22.0 938.0 SS9 5 8: a2 Q 3 I: Fine Sand- Some Silt- Trace Gravel- Gray- Wet- Loose (SM) z 5 SS10 -935-2C 25.0 935.0 s END OF BORING AT 25.0 FEET. -930-3 GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual. DEPTH (FT) ELEV (FT) 2. Observation well W1 was constructed in the borehole upon completion of drilling. The well was backfilled with filter sand to -10'± and grouted to the surface above. a DURING BORING: 4.0 956.0 1 AT END OF BORING: 11.0 949.0 BACKFILL METHOD: Note 2 0 N O N NORTH 0 30 60' BORING B3 PAGE 1 OF 1 PROJECT NAME: Davisburg Dam Spillway Repairs PROJECT NUMBER: PD63302 CLIENT: Oakland County Parks & Recreation PROJECT LOCATION: Springfield Township, Michigan DATE STARTED: 5/24/11 COMPLETED: 5/24/11 BORING METHOD: Hollow -stem Augers DRILLER: RM RIG NO.: ATV LOGGED BY: SB CHECKED BY: CGN iz DRY DENSITY 0 HAND PENETROMETER w (Pcf) -- ■ ® TORVANE SHEAR F- O 90 100 110 120 O UNCONFINED O LU U Z a Qf y COMPRESSION N-VALUE -O MOISTURE & El VANE SHEAR (PEAK) J Q = O_ J a wa= ATTERBERG X VANE SHEAR (REMOLDED) LIMITS (%) CO LL IL SURFACE ELEVATION: 947 FT J W v � Z o PL Mc LL ® TRIAXIAL (UU) wW o >_ a a W x �0 SHEAR STRENGTH (KSF) PROFILE DESCRIPTION < ? m rn REMARKS 10 20 30 40 10 20 30 40 1 2 3 4 Clayey Fine to Medium Sand- - Some Silt- Trace Gravel & Organics- Dark Brown- Moist- ss1 i 3 23 ' -945 2 5 Very Loose (SC/Topsoil) 844.5 2 Q Amorphic Peat- Some Sand- 1 2 31 Trace to Some Gravel- ss2 1 5 Occasional Brick Fragments - Black (Pt/Fill) 7.0 940.0 SS3 1 1 71 2 >>w -940 1 Silty Fine to Medium Sand- Trace to Some Organics- Trace Gravel 3 v 33 & Roots- Gray- Wet- Very Loose ssa a Q 10 to Loose (SM/Fill) 11.5 -935 935.5 SS5 3 a a 8 - Fine to Medium Sand- Trace Silt & Gravel- Gray- Wet- Loose to 5 Medium Dense (SP) sss 6 7 (13 :r 15�:c'• {• 16.0 931.0 I 930 SS7 5 5 10- Fine to Coarse Sand- Trace Silt & Gravel- Gray- Wet- Medium I Dense (SP) I SS8 a 0 2C .20.0 927.0 6 END OF BORING AT 20.0 FEET. - 925 25 - -920 = 3C GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual. DEPTH (FT) ELEV (FT) 2. Driller reported 6 feet of artisian water head upon completion of drilling. a DURING BORING: 3.0 944.0 1 AT END OF BORING: Note 2 BACKFILL METHOD: Cement & Bentonite Grout 0 N O N L=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OIL -T WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE SOIL BORING LOCATION MAP SHEET NUMBER T-2.0 Q0 (y) x N 0 2 U ry Q c� 0 z Q J n U H Q rr O w U Z Q Z w H Z_ Q 75 O I? H U) U Z_ Q ry 0 N O O i 0 Q U 0 rn U) CD 0 Q U o� N (D N O Cn N C) 0 �co ry o� o= 3: c� m� _U J w �° N � oU N 0 o� z> OJ U CO zD _� O� �Z J J �w Q> aw J _0 N (� �E cu c J L.L ROM CLOSED ROQD CLOSED [ DAVISBJRG RD11 11Q1 CLOSED DAVISD-M RD To To DES To THRU THMFFDO THRU TG MFI]O > UHRU YR&FFI]c F<�2�TJ DAVISBURG RD l DAVISBURG RD CLOSED AHEAD FOLLOW DETOUR STARTING XX/XX//XX ,ALL BUSINESSES OPENI NOTES TO CONTRACTOR: TYPICAL SIGN SPACING IS 450', OTHERWISE PLACE SIGNS WHERE THEY ARE NOT BLOCKING ANY OTHER SIGNS OR ROAD USER SIGHT. ALL SIGNS TO BE GROUND MOUNTED. SIGNS THIS SHEET 2 - M4-8a 8 - M4-9R 6 - M4-9L 6 - M4-9U 2-R11-4 2 - W20-2 2 - W20-3 22 - SPECIAL SIGN #1 2 - SPECIAL SIGN #2 LEGEND �— TEMPORARY SIGN a TYPE III BARRICADE DIRECTION OF TRAVEL CONSTRUCTION AREA Ts TRAFFIC SIGNAL I"14-`7 l.ivl" A C4") DAVISBJRG RD1l SPECIAL SIGN #1 DETOUR (42" X 12") M4-9 (30" X 24") DAVISBJ�G RD SPECIAL SIGN #1 DETOUR]1 (42" X 12") M4-9 (30" X 24") DAVISBURG RD SPECIAL SIGN #1 END 1[ (42" X 12") DETOUR M4-8a (24" X 18") Orilmgmell l; DAVI SBURG RD CLOSED AHEAD FOLLOW DETOUR STARTING XX/CX/XX ALL BUSINESSES OPEN SPECIAL SIGN #2 (96" X 6611) (PLACE AS DIRECTED BY THE ENGINEER) ROORD CLOSED R11-4 (60" X 30") yoo (MOUNTED ON SEPARATE SUPPORTS THRU UR&Mc BEHIND TYPE III BARRICADE) SEOUENCE #1 SEQUENCE #2 DAVIS- FOLLOW BURG RD DETOUR DAVISRM FU DETOUR CLOSED DETOUR AHEAD W20-2 (48") /= PLACE 2-PCMS AS DIRECTED BY THE ENGINEER \= MESSAGE TO BE APPROVED BY THE ENGINEER [ DAVISa RG RD DETO� DAVISBURG RD l L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKL NfD WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN SMNGFIELU CHARTER TOWNSHIP FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER T-3.0 C� 0 z Q J n U H L Q rr L O Lu U Z Q z L LI z Q 75 O U) z Q ry 0 N O O 0 Q U 0 U) CD 0 Q U O O Cn ry D m �n 0 O- N (D N O O ) N C 0 -6co .2ry, o� U� cU J W) Q. N � oU) �U N 0 O _ Z > OU c/) C/) zD r Oz Q J J w D > Q Lu a- J _0 N c'o E cu J L.L LROQD C LOSO NOO Fr W20-3 (4811) MAINTAIN ACCESS TO DRIVEWAY - SIGNS THIS SHEET 2-R11-2 2 - W20-3 (500 FT) LEGEND �- TEMPORARY SIGN a TYPE III BARRICADE DIRECTION OF TRAVEL CONSTRUCTION AREA Ts TRAFFIC SIGNAL DE -HI_ ivlml I V I rll I V M\.j%JLIJ\J IV ✓I\IV Lvvr-\I 00aD" OSED )0 FW W20-3 (4811) L=com DAV s3u- c D PROJECT DAVISBURG MILL v POND DAM REMOVAL E 4.2 i s 2 4.2 4 4-->�- 5 0 22->� 4 0 2 7> PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. 42 MICHIGAN 1.50" Rcndlus9 0.75" Border9 Black on Orc�nge9 "DRVISBURG RD119 C9 Table of widths cnnd spices D A V I S B U R G 4.27 2019 0067 2050 0.23 2043 0.68 0056 0.85 2018 0.8 2019 0084 2019 0.84 2019 0.68 2.18 R D 4.00 2019 0.84 2019 4.27 FHB =1 96 �8.4 1-( 37.1 1,4 38.1 03o4-> G 15. -3 0.5 4 ,.t 2 9. 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Z A H E A D 3.0 5,z 1,1 401 1,4 3,6 Z,8 5,z 101 4a0 1807 F 0 L L 0 W 15e9 3.6 1e1 4e3 1e4 3e6 1e1 3J 1e1 4e2 1e2 5e2 D E T 0 U R 4.0 4e1 1.4 3e6 Oe8 3e6 1e1 4e3 1e4 4e0 1e4 4e0 15e9 S T A R T I N G 8,4 4,0 1,1 3,7 0,4 5,0 1,1 4,0 1.2 3.6 1,1 1,0 1,4 4,0 1,4 4,1 X X / X X / X X 4.Z 4.z 1.1 4.Z Z.4 4.6 Z.3 4.1 1.1 4.Z Z.4 4.6 Z.3 4.1 1.1 4.Z 8.4 A L L 2,6 5,0 1.2 3,6 1.2 3,6 B U S I N E S S E S 4e0 4e0 1.4 4.1 1e4 4e�1 1e4 1e0 1e4 4e�1 1e4 3e7 1e1 4ez 1e1 4e1 1e4 3e6 1.2 4.0 0 P E N 4,0 4e2 1,4 4ez 1e5 3,6 1e1 4e1 2,6 CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD 0AKL NfD WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX,,: CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN SMNGFIELU CHARTER TOWNSHIP FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER T-3.1 (y) x N 0 2 U ry Q N. CD 0 U z z CD U) 0 z Q U z_ Y Q z w LEI Q d 0 0 M m U) Q N � I o� �(.0 CV N CA O M N O (0 a) � O U) J u1 O ..ry N d O i U) �U �p N � N_ C) z J wU �U) Qo �z U5Q �w Uw J _0 N a> m c'o E �co c— J LL 4" DOUBLE SOLID YELLOW LANE LINE Op oing eW 0ah 0 County Park CAKLAMD ccuHrIf 4 H FAIR c� R8-3 (24") 4 Sft Sign, Type IIIB 14 Ft 1-Post, Steel, 3 Ib 1-Sign, Type III, Rem RETAIN 1-TYPE II SIGN, 1-TYPE III SIGN & SUPPORTS _ 4" SOLID WHITE EDGE LINE 1-Sign, Type III, Rem 1-Sign, Type III, Rem p R8-3 (24") 4 Sft Sign, Type IIIB 14 Ft 1-Post, Steel, 3 Ib R8-3 (24") 4 Sft Sign, Type IIIB 14 Ft 1-Post, Steel, 3 Ib 1-Sign, Type III, Rem 1-Sign, Type III, Rem 18" SOLID WHITE RAILROAD SYMBOL 18" SOLID WHITE W10-1 (36") 9 Sft Sign, Type IIIB R8-3 (24") 4 Sft Sign, Type IIIB 14 Ft 1-Post, Steel, 3 Ib 2-Sign, Type III, Rem Know what's below. Call before you dig. SCALE: 1" = 40' 18" STOP BAR 1-Sign, Type III, Rem L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD OAKL ND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 Ll 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION MAINLINE QUANTITIES - THIS SHEET ONLY PROJECT NUMBER PAY ITEM OTY UNIT PAVT MRKG, COLD PLASTIC, 18 INCH, STOP BAR 36 FT 60594641 PAVT MRKG, COLD PLASTIC, RAILROAD SYMBOL 1 EA SHEET TITLE PAVT MRKG, SPRAYABLE THERMOPL, 4 INCH, YELLOW 1800 FT PAVT MRKG, SPRAYABLE THERMOPL 4 INCH, WHITE 1800 FT PAVEMENT MARKING POST, STEEL, 3 LB 70 FT AND SIGNING SIGN, TYPE III, REM 9 EA SIGN, TYPE IIIB 29 SFT SHEET NUMBER T-4.0 c� 0 C6 w 0 z J Q ry w z w c� U 0 U ry 0 0 ry U) (D z_ Q fy 0 N O O 0 Q U 0 U) 0 0 Q U 0 O rn ry D m co N i Q on N � o"t N M M -a o .2co ory 'nC _U w �0 N fy N a- U) NO OD N � 0 z� W J wU 000 >Z .Q J Q W 2 � ow J _0 N N Qj c'o E C_ J L.L GENERAL PROVISIONS ROAD & CULVERT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) 2020 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION EXCEPT AS NOTED HEREIN AND IN THE PROPOSAL BOOK. THE TERM "ROAD COMMISSION" WHEN USED IN THE PROPOSAL AND THE PLANS SHALL MEAN THE BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND (RCOC). CONTRACT PLANS FOR THE DAVISBURG ROAD PORTION OF THE PROJECT (RD PLANS) HAVE BEEN DEVELOPED AND PREPARED BY THE ROAD COMMISSION AND AECOM. IMMEDIATE PROJECT SUPERVISION AND INSPECTION FOR THE CULVERT AND ROAD WORK WILL BE PERFORMED BY THE ROAD COMMISSION. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL NOT PERFORM WORK BY PRIVATE AGREEMENT WITH PROPERTY OWNERS ADJACENT TO THE PROJECT. WORK MAY BE ALLOWED WHEN REQUESTED BY LOCAL MUNICIPALITIES, BUT ONLY WITH THE WRITTEN CONSENT OF THE ENGINEER. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, VIBRATIONS, OR ANY OTHER RESTRICTIONS WHILE REMOVING PAVEMENT OR FOR ANY OTHER CONSTRUCTION OPERATIONS WITHIN THIS CONTRACT TO BE INCLUDED IN THE RESPECTIVE ITEM OF WORK. IF THE WORK EXTENDS BEYOND THE SEASONAL SHUTDOWN IN THE ABSENCE OF ANY APPROVED EXTENSION OF TIME, NO COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED BY THE ENGINEER. THE CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL NOTIFY "MISS DIG", THE ROAD COMMISSION AND THE MUNICIPALITY'S, FIRE, POLICE, AND PUBLIC WORKS DEPARTMENTS 3 WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. IN ADDITION, 48 HOURS ADVANCED NOTIFICATION IS REQUIRED FOR ANY ROAD CLOSURES OR CHANGES IN CONSTRUCTION STAGING. NO USE OF PRIVATE PROPERTY BY THE CONTRACTOR OR ANY SUBCONTRACTORS SHALL OCCUR BEFORE THE PROJECT ENGINEER HAS WRITTEN AGREEMENT BETWEEN THE PROPERTY OWNER AND THE CONTRACTOR. THIS AGREEMENT MUST BE PROVIDED BY THE CONTRACTOR AND MUST BE NOTARIZED BY A PUBLIC NOTARY. IF SUCH USE DOES OCCUR BEFORE THE PROJECT ENGINEER HAS POSSESSION OF THE NOTARIZED AGREEMENT, THE PROJECT ENGINEER WILL ISSUE A NOTICE OF NON-COMPLIANCE SUSPENDING ALL WORK IMMEDIATELY UNTIL SUCH TIME AS A COPY OF THE WRITTEN, NOTARIZED PERMISSION IS SUBMITTED OR THE PROPERTY IN QUESTION HAS BEEN VACATED BY THE CONTRACTOR, OR ANY SUBCONTRACTORS, AND RESTORED TO ITS ORIGINAL CONDITION, WITH NO EXTENSION OF TIME OR ADDITIONAL COST FOR IDLE EQUIPMENT, DOWNTIME, ETC. TO THE ROAD COMMISSION FOR OAKLAND COUNTY. UTILITIES THE UTILITIES AND THEIR LOCATIONS SHOWN ON THE PLANS ARE DEEMED ACCURATE BUT NOT GUARANTEED. ALL WORK REQUIRED FOR LOCATING EXISTING UTILITIES IN ACCORDANCE WITH MICHIGAN PUBLIC ACT 174 OF 2013 SHALL NOT BE PAID FOR SEPARATELY. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. CONCRETE, GRADE 3500, SHALL BE USED TO ENCASE UTILITIES THAT ARE IN CLOSE PROXIMITY TO THE PROPOSED STORM SEWER CONSTRUCTION AS DIRECTED BY THE ENGINEER INCLUDED IN STORM SEWER PAY ITEMS. ALL STRUCTURES ARE TO BE OPENED BY THE CONTRACTOR FOR INSPECTION BY THE ENGINEER AND UTILITY REPRESENTATIVES FOR CONFIRMATION AND/OR CHANGE OF ADJUSTMENT AND RECONSTRUCTION QUANTITIES PRIOR TO BEGINNING ANY WORK. PAYMENT FOR INSPECTION OF STRUCTURES SHALL BE PAID AS PART OF THE STRUCTURE ADJUSTMENT ITEMS. WHEN WORK IS BEING PERFORMED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UTILITY OWNER (UTILITY, CITY, OCWRC, ETC.) FOR INSPECTION. WORK SHALL NOT BE ACCEPTED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM UTILITY OWNER. UNSOUND PORTIONS OF EXISTING STRUCTURES SHALL BE REPAIRED TO MAINTAIN STRUCTURAL INTEGRITY AND SHALL BE PAID FOR AS PUBLIC UTILITY STRUCTURE, ADJ, ADD DEPTH (FT). IF THE PLANS INDICATE AN EXISTING UNDERGROUND UTILITY IS OR WILL BE OUT OF SERVICE WITHIN THE LIMITS OF THIS CONTRACT, THE CONTRACTOR IS CAUTIONED TO TREAT SUCH A LINE AS IF IT WERE STILL IN SERVICE AND NOTIFY "MISS DIG" WHEN WORKING IN THE AREA OF THE OUT OF SERVICE FACILITY. ALL UTILITY STRUCTURE COVERS SHALL BE REPLACED WITHIN THE RECONSTRUCTION/REHABILITATION SECTIONS AND SHALL BE SUPPLIED BY THE UTILITY COMPANIES OR MUNICIPALITIES. THE CONTRACTOR SHALL CONTACT SPECIFIC UTILITY COMPANIES OR MUNICIPALITIES TO ARRANGE NEW STRUCTURE COVERS. THE FOLLOWING UTILITY COMPANIES HAVE FACILITIES WITHIN THE PROJECT LIMITS AND MAY BE RELOCATING OR REPLACING FACILITIES, WHICH MAY OR MAY NOT BE SHOWN ON THE PLANS IN CONJUNCTION WITH THE PROPOSED ROADWORK. THE CONTRACTOR OR SUBCONTRACTOR MAY BE REQUIRED TO COORDINATE THEIR OPERATIONS WITH THESE AND/OR OTHER UTILITIES AS DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OF COMPENSATION WILL BE ALLOWED FOR THIS ACTIVITY. GAS TELECOMMUNICATIONS AT&T MICHAEL BIAZ MB 1269@ATT.COM 54 N. MILL ST PONTIAC, MICHIGAN 48342 810-768-0109 FOR EMERGENCIES, CALL 1-800-515-7272 NOTE: AT&T STRUCTURES WILL BE ADJUSTED BY OTHERS. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH AT&T. CENTURYLINK DAVE HUCKFELDT DAVE.HUCKFELDT@LUMEN.COM 100 S. CINCINATTI AVE., SUITE 1200 TULSA, OK 74103 (517) 812-2592 COMCAST CABLE COLETTE HORNYAK 27096 OAKMEAD DRIVE PERRYSBURG, OH 43551 L0i OW0 ELECTRIC DTE ENERGY SARA KIPP SARA.FORCE@DTEENERGY.COM FOR EMERGENCIES, CALL 1-800-477-5050 NOTE: EXISTING STREET LIGHTS WILL BE REMOVED OR RELOCATED BY OTHERS. THE ENGINEER SHALL COORDINATE THE REMOVAL WITH OWNER AND THE APPROPRIATE MUNICIPALITY PRIOR TO CONSTRUCTION OF THE PROJECT. TRAFFIC SIGNALS ROAD COMMISSION FOR OAKLAND COUNTY TRAFFIC OPERATIONS CENTER STEVE WHEELER 1200 N. TELEGRAPH, WEST 49 PONTIAC, MI 48341 (248) 858-7250 PERMITS AND FEES UTILITIES THE COUNTY & TOWNSHIP HAVE APPLIED FOR ALL NECESSARY PERMITS. THE CONTRACTOR SHALL BE REQUIRED TO FULFILL ANY/ALL REQUIREMENTS TO OBTAIN THE NECESSARY PERMITS PRIOR TO WORK ON FACILITIES AS OUTLINED IN THE SPECIAL PROVISION "PERMIT AND INSPECTION FEES." PRIOR TO WORK ON FACILITIES BELONGING TO THE PERMIT AGENCIES, A MINIMUM OF 72 HOUR NOTICE MUST BE GIVEN IN ORDER TO INSURE PROPER INSPECTION BY THE RESPECTIVE AGENCIES. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL NECESSARY PERMITS PRIOR TO WORK ON THE FOLLOWING: MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) RIGHT-OF-WAY (ROW) THIS PROJECT CONSISTS OF DETOUR ROUTE IN MDOT ROW. THE CONTRACTOR SHALL FULFILL ALL REQUIREMENTS STATED BY MDOT PERMIT PRIOR TO BEGINNING WORK. REFER TO MDOT PERMIT IN CONTRACT FOR MORE DETAILS. RAILROAD CANADIAN NATIONAL RAILWAY Attn: Thomas Brasseur, Manager of Public Works thomas.brasseur@cn.ca 248-452-4854 1-800-465-9239 RIGHT-OF-WAY / REAL ESTATE ROAD RIGHT-OF-WAY SHOWN ON THE PLANS ARE FROM OAKLAND COUNITY'S INFORMATION TECHNOLOGY DEPARTMENT, GEOGRAPHICAL INFORMATION SYSTEM (GIS) UNIT AND DEEMED ACCURATE BUT NOT GUARANTEED. TRAFFIC SAFETY TEMPORARY (CONSTRUCTION) TRAFFIC CONTROL CLOSED TO THROUGH TRAFFIC TRAFFIC WILL BE CLOSED TO THROUGH TRAFFIC IN ACCORDANCE WITH THE CONSTRUCTION SIGNING DIAGRAM AND THE ROAD COMMISSION FOR OAKLAND COUNTY SPECIAL PROVISION FOR "MAINTAINING TRAFFIC" IN THE PROPOSAL. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT LOCAL TRAFFIC AND EMERGENCY VEHICLES SHALL HAVE ACCESS WITHIN THE PROJECT AT ALL TIMES IN A MANNER APPROVED BY THE ENGINEER. THIS SHALL BE INCLUDED IN THE COST OF THE PROJECT. ADDITIONAL SIGNS AND BARRICADES NECESSARY TO PROTECT TRAFFIC, AS DIRECTED BY THE ENGINEER, SHALL BE PAID FOR BY THEIR APPROPRIATE PAY ITEM. HOWEVER, ADDITIONAL DEVICES FOR CONTRACTOR CONVENIENCE, AS DETERMINED BY THE ENGINEER, WILL NOT BE PAID FOR. THE CONTRACTOR SHALL PLACE AND MAINTAIN THE REQUIRED BARRELS, BARRICADES, AND/OR CHANNELIZATION DEVICES AT ALL PAVEMENT EDGE DROP-OFFS GREATER THAN 2 INCHES TO PROTECT TRAFFIC AND THE WORK PER APPLICABLE MDOT STANDARD DETAILS AS DIRECTED BY ENGINEER. MAINTAINING TRAFFIC SHALL BE INCLUDED IN THE COST OF TRAFFIC CONTROL ITEMS DURING CONSTRUCTION OF THE PROJECT. THE FOLLOWING TRAFFIC CONTROL MEASURES HAVE BEEN INCORPORATED IN THIS PROJECT AS PAY ITEMS AS DIRECTED BY THE ENGINEER. Know what's below. Call before you dig. MAINTENANCE GRAVEL (TON) BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, FURN (EA) BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, OPER (EA) PEDESTRIAN TYPE II BARRICADE, TEMP (EA) MINOR TRAF DEVICES (LSUM) PLASTIC DRUM, FLUORESCENT, FURN (EA) PLASTIC DRUM, FLUORESCENT, OPER (EA) SIGN, PORTABLE, CHANGEABLE MESSAGE, FURN (EA) SIGN, PORTABLE, CHANGEABLE MESSAGE, OPER (EA) SIGN, TYPE B, TEMP, PRISMATIC, FURN (SFT) SIGN, TYPE B, TEMP, PRISMATIC, OPER (SFT) SIGN, TYPE B, TEMP, PRISMATIC, SPECIAL, FURN (SFT) SIGN, TYPE B, TEMP, PRISMATIC, SPECIAL, OPER (SFT) MAINTENANCE GRAVEL (TON) HAS BEEN INCLUDED IN THE PROJECT TO BE USED AS DIRECTED BY THE ENGINEER TO MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC WITHIN THE PROJECT. PART -WIDTH CONSTRUCTION OR PAVEMENT GAPPING AT COMMERCIAL/RESIDENTIAL DRIVEWAYS AND SIDE STREET APPROACHES TO MAINTAIN ACCESS SHALL BE INCLUDED IN THE COST PAVING PAY ITEMS. EARTHWORK GRADING ALL NATURAL SOIL LEFT IN PLACE, IN CUT SECTIONS, SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF MAXIMUM UNIT WEIGHT TO A MINIMUM DEPTH OF 12 INCHES. THE LIMIT OF EARTH DISTURBANCE SHALL BE THE SLOPE STAKE LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL SLOPES SHALL BE CLASS A SLOPES. AREAS DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE RESTORED AS SPECIFIED IN THE SOIL EROSION AND SEDIMENTATION CONTROL PLANS OR DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE ALLOWED FOR AREAS DISTURBED OUTSIDE THE SLOPE STAKE LINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND THE SLOPE STAKE LINE, INCLUDING EXISTING FENCING, LAWN, TREES, SHRUBBERY, PAVEMENT AND SIDEWALKS. AGGREGATES WATER REQUIRED FOR COMPACTION SHALL BE INCLUDED IN THE COST OF EARTHWORK PAY ITEMS. CURB AND PAVEMENT REMOVAL SAWING FOR PAVEMENT REMOVAL TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENTS OR CURBS SHALL BE INCLUDED IN THE REMOVAL ITEM. SAWING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING OR DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED BY THE ENGINEER. THE LOCATION OF ALL CURB REMOVAL, PROPOSED CURB, AND CURB DROPS SHOWN ON THE PLANS ARE TO BE VERIFIED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. SUBGRADE UNDERCUTTING FINAL QUANTITY AND LOCATIONS FOR SUBGRADE UNDERCUTTING, OF ALL TYPES, IS AN ESTIMATED QUANTITY AND WILL BE DETERMINED DURING CONSTRUCTION BY THE ENGINEER. EMBANKMENT LC0 M PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'tY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER RD-1.1 c� 0 co w O z J Q ry w z w U O U of O 0 U) (D z_ Q fy 0 N 0 0 0 Q U 0 rn U) 0 Q U 0 0 ry D m co N i 0 0 N � o"t N m m -a o .2co ory 'nco �U w �O N ry N a- U) No 00 N � 0 z � w J wU Oco >Z .Q J Q w 2 � Uw J _0 N N 6 ccz E c_ J L.L 75 w N N N U O co w O z J Q w z w (D U O U O EMBANKMENT REQUIRED FOR ROADWAY CONSTRUCTION, INCLUDING BUT NOT LIMITED TO BACKFILL BEHIND BACK OF CURB AND NEW SUBGRADE, IS PAID FOR SEPARATELY AS EMBANKMENT, CIP (CYD). EARTH EXCAVATION WHEN THE PROJECT IS OPEN TO THROUGH TRAFFIC, ROADWAY EXCAVATION ON BOTH SIDES OF THE ROAD AT THE SAME TIME WILL NOT BE PERMITTED. THE CONTRACTOR SHALL BRING ONE SIDE UP TO THE EXISTING EDGE WITH PAVING MATERIALS PRIOR TO BEGINNING EXCAVATION OPERATIONS ON THE OTHER SIDE. PART WIDTH CONSTRUCTION WILL NOT BE PAID FOR SEPARATELY. EXCAVATION DROP-OFFS GREATER THAN 8 INCHES SHALL BE PROTECTED BY 4 FT TALL ORANGE PLASTIC SAFETY FENCE (SNOW FENCE) SECURELY ATTACHED TO GROUND DRIVEN STAKES WHEN LEFT OVERNIGHT. SAFETY FENCING SHALL BE MAINTAINED UNTIL AREA IS WITHIN 8 INCHES OF ADJACENT GRADE. PAYMENT FOR THIS WORK IS INCLUDED IN MINOR TRAF DEVICES (LS). THE EXCAVATION, EARTH (CYD) QUANTITY IS USED FOR ROADWAY CONSTRUCTION AS SHOWN ON THE TYPICAL CROSS SECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STORAGE AREAS FOR EXCAVATION, EARTH, RCOC (SYD) OR EXCAVATION, EARTH (CYD) WHICH MAY BE USED AS EMBANKMENT MATERIAL IN OTHER AREAS IF IT IS SUITABLE MATERIAL AS DETERMINED BY THE ENGINEER. ANY EXTRA HANDLING OF EXCAVATED MATERIAL IS CONSIDERED INCLUDED IN THE THESE PAY ITEMS. WHERE EMBANKMENT, CIP (CYD) IS PLACED, ALL VEGETATION AND TOPSOIL WILL BE REMOVED PRIOR TO PLACEMENT. THE REMOVAL WILL BE PAID FOR AS EXCAVATION, EARTH (CYD). A QUANTITY, BASED UPON AN ASSUMED REMOVAL DEPTH OF 6 INCHES, HAS BEEN INCLUDED IN THE PLAN QUANTITY FOR EXCAVATION, EARTH (CYD). IF THE DEPTH IS PREDOMINANTLY LESS THAN 6 INCHES, PLAN QUANTITY WILL NOT BE CHANGED. IF THE DEPTH IS PREDOMINANTLY MORE THAN 6 INCHES, CHANGES WILL BE MADE IN ACCORDANCE WITH SECTION 109.01.A. INVASIVE SPECIES DECONTAMINATION TO PREVENT THE SPREAD OF INVASIVE SPECIES THROUGHOUT THE PROJECT AREA, ALL EQUIPMENT AND PERSONAL PROTECTIVE EQUIPMENT MUST BE WASHED FOLLOWING THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES (MDNR) QUALITY OF LIFE (QOL) POLICY AND PROCEDURE FOR INVASIVE SPECIES DECONTAMINATION FOR FIELD OPERATIONS (QOL-2-2014). EQUIPMENT MUST BE WASHED PRIOR TO THE START OF THE PROJECT; AND IMMEDIATELY AFTER ENCOUNTERING INVASIVE SPECIES ALONG THE PROJECT CORRIDOR. THIS WORK WILL BE PAID FOR AS PART OF MOBILIZATION, MAX. (LSUM). SEE THE FOLLOWING LINK FOR MORE INFORMATION: HTTPS://WWW.MICHIGAN.GOV/DOCUMENTS/DEQ/QOL- WRD-POLICY-INVASIVE-SPECIES-DECONTAMINATION 476846 7.PDF SOIL BORINGS AND PAVEMENT CORES THE SOIL BORINGS LOGS DEPICT POINT LOCATIONS AND DO NOT INFER THAT THE SURFACE OR SUBSURFACE CONDITIONS ARE THE SAME IN OTHER AREAS. BORINGS AND PAVEMENT CORES LOCATIONS ARE SHOWN ON THE PLANS. SOIL AND CORE LOGS ARE INCLUDED IN THE SPECIFICATIONS. SOIL BORINGS AND PAVEMENT CORES BY: SOMAT ENGINEERING, INC. PROJECT NUMBER 2021053A, TAKEN ON 612812021 & 710112021 GUARDRAIL POSTS PLACED WITHIN T OF EXISTING CULVERTS SHALL BE CONSTRUCTED IN HAND AUGURED HOLES AND SHALL NOT BE DRIVEN TO PREVENT DAMAGE TO CULVERTS. PAVING NEW OR ADJUSTED STRUCTURES WITHIN THE HMA OR CONCRETE ROADWAY SHALL BE BACKFILLED WITH GRANULAR MATERIAL CLASS II UP TO THE SUBGRADE ELEVATION, OR TO AN ELEVATION DETERMINED BY THE ENGINEER. AFTER FINAL ADJUSTMENT OF THE STRUCTURE TO THE PROPOSED ELEVATION, THE VOID AREA AROUND THE STRUCTURE SHALL BE COMPLETELY BACKFILLED WITH CONCRETE MIXTURE AS DIRECTED BY THE ENGINEER, TO PROVIDE A STABLE BASE AROUND THE STRUCTURE WHICH SHALL BE INCLUDED IN THE COST OF THE NEW OR ADJUSTMENT ITEM. A MINIMUM 24 HOURS CURE TIME SHALL BE PROVIDED PRIOR TO BEGINNING PAVING OPERATIONS IN THESE AREAS. IF EXISTING REINFORCING STEEL, TIE BARS, OR OTHER STEEL IS ENCOUNTERED DURING THE MILLING OF THE EXISTING PAVEMENT, IT SHALL BE REMOVED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER AND THE COST OF REMOVAL SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF MILLING. HMA PAVING ALL LONGITUDINAL JOINTS SHALL BE CONSTRUCTED WITH THE USE OF A JOINT MATCHING SHOE. QUANTITY FOR PAVED SHOULDERS IS INCLUDED IN MAINLINE HMA PAVING PAY ITEMS. CONSTRUCTION JOINTS AT EXISTING SURFACES SHALL BE BUTT JOINTS. FEATHERED JOINTS ARE ALLOWED WHEN CONSTRUCTING DRIVE APPROACHES. THE INSTALLATION OF INLET PROTECTION DEVICES FOR PROTECTION OF DRAINAGE STRUCTURES DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 208 (403.03.A.9) IS NOT REQUIRED FOR MILLING OR HMA OPERATIONS. HMA FOR AUXILIARY, TAPER LANES, AND RADIAL SURFACES WITHIN CROSSROADS SHALL BE CONSIDERED AS PART OF MAINLINE PAVEMENT QUANTITIES AS SHOWN ON PLANS. SEE HMA APPLICATION ESTIMATE AND DETAILS FOR MORE INFORMATION. HMA FOR RADIAL SURFACES (SPRING LINE TO SPRING LINE) AT DRIVEWAYS, AND SIDE STREETS ARE PAID FOR AS PART OF DRIVEWAYS AND SIDE STREETS QUANTITIES AS SHOWN ON PLANS. SEE HMA APPLICATION ESTIMATE AND DETAILS FOR MORE INFORMATION. TO THE GREATEST EXTENT POSSIBLE, AND TO MINIMIZE THE TRAPPING OF WATER BETWEEN SURFACE ELEVATION DIFFERENTIALS, THE STAGING OF THE PAVEMENT MILLING OPERATION SHALL START ON THE OUTER LANES AND PROGRESS TO CONTIGUOUS LANES TOWARD THE CONSTRUCTION CENTERLINE. FURTHERMORE, THE HMA PAVING WIDTH PLACED IN MULTIPLE PASSES, SHALL PROGRESS FROM THE CONSTRUCTION CENTERLINE TOWARD THE OUTER LANES. THE ENGINEER MAY DIRECT THAT DRIVEWAYS, CULVERTS, SEWERS, OR OTHER CONSTRUCTION BE CONSTRUCTED PART -WIDTH AT A TIME TO MAINTAIN TRAFFIC OR PEDESTRIAN ACCESS. THIS SHALL NOT BE A BASIS FOR ANY ADDITIONAL COMPENSATION OR EXTENSION OF TIME. CONCRETE PAVING REPLACEMENT CURB TO BE EXPANSION ANCHOR TIED TO ADJACENT EXISTING CURB ANY RANDOM, IRREGULARLY CRACKED NEW CONCRETE PAVEMENT OR CONCRETE CURB AND GUTTER THAT OCCURS BEFORE THE PAVEMENT IS OPENED TO TRAFFIC SHALL BE REMOVED AND REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR PRIOR TO OPENING THE PAVEMENT TO TRAFFIC. TIME OF APPLICATION OF CURING COMPOUND PLACE THE CURING COMPOUND WITHIN 30 MINUTES OF SCREEDING AND FLOATING THE FRESH CONCRETE PAVEMENT SURFACE OR WITHIN 15 MINUTES AFTER THE SHEEN FROM BLEED WATER HAS DISSIPATED, WHICHEVER IS GREATER. WHERE APPLICABLE, APPLY THE SECOND COAT AFTER THE FIRST COAT DRIES, BUT DO NOT ALLOW MORE THAN 2 HOURS BETWEEN COATS. TEMPORARILY SUSPEND PAVING OPERATIONS IF IT IS OBSERVED THAT THE MAXIMUM TIME LIMITATIONS BETWEEN FINISHING AND CURING, DESCRIBED ABOVE, HAVE BEEN EXCEEDED. PLACE THE CURING COMPOUND ON THE EDGES WITHIN 30 MINUTES AFTER PERMANENT REMOVAL OF CURING BLANKETS. IF FIXED -FORMS ARE REMOVED WITHIN 7 DAYS AFTER CONCRETE PLACEMENT, COAT THE SIDES OF THE PAVEMENT WITH CURING COMPOUND AFTER REMOVING THE FORMS. MANUALLY OPERATED PRESSURE -TYPE SPRAYERS MAY BE USED TO COAT THE SIDES OF FORMED PAVEMENT WITH CURING COMPOUND, AS APPROVED BY THE ENGINEER. DRAINAGE FEATURES GENERAL IF AND WHEN STORM DRAINAGE SYSTEM A, B, C, ETC. ARE REFERENCED IN THESE PLANS OR OTHER CONTRACT DOCUMENTS, IT REFERENCES THE ENTIRE SYSTEM OF STRUCTURES AND PIPES THAT ARE PREFIXED WITH THE CORRESPONDING LETTER. FOR EXAMPLE, A2, A2.1, AND A2.1W ARE ALL STRUCTURES THAT ARE PART OF "DRAINAGE SYSTEM A." THE CONTRACTOR IS TO EXERCISE CARE TO AVOID SILTING OF WATERS OF THE STATE DURING CONSTRUCTION, PROVISIONS WILL BE MADE FOR CONTROL OF EROSION ON SHOULDERS AND SLOPES BY MEANS OF SEEDING, SODDING OR OTHER ACCEPTABLE METHODS ALLOWED BY MDEQ PERMITS. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER LEVELS THAT EXIST DURING CONSTRUCTION. EXCAVATED MATERIAL SHALL NOT BE TEMPORARILY STORED IN THE 100 YEAR FLOOD PLAIN OR WETLAND. EXCAVATED MATERIAL MUST NOT BE ALLOWED TO ERODE INTO THE RIVER. THE CONTRACTOR SHALL NOT STORE EXCAVATED MATERIAL WITHIN THE CONSTRUCTION AREA. PROPOSED 35'-9Y2" x 15'-2" CULVERT IS PART OF THE LUMP SUM BID AND NOT PART OF THE RCOC DAVISBURG ROAD PAY ITEM PORTION OF THE CONTRACT. STORM SEWERS ALL STORM SEWER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) WITH THE SIZE AND CLASS AS SHOWN IN THE PLANS. ALL SEWER TRENCHES SHALL BE BACKFILLED OR OTHERWISE PROTECTED BY THE END OF THE WORK DAY TO PROTECT LOCAL TRAFFIC AND PEDESTRIANS AS DIRECTED BY THE ENGINEER WHICH SHALL BE INCLUDED IN THE SEWER CONSTRUCTION. INCREASED OR DECREASED WORK REQUIRED BY CHANGES IN SEWER OR CULVERT ELEVATIONS OF TWO FEET OR LESS WILL NOT BE CONSIDERED AS A BASIS FOR AN ADJUSTMENT IN CONTRACT UNIT PRICE. WHEN END SECTIONS ARE SHOWN ON CULVERTS AND SEWER STUBS; STATION, OUT AND INVERTS ARE GIVEN AT END SECTION LIP. THE CALLOUT FOR PIPE LENGTH AND PIPE GRADE ON PLAN OR PROFILE INCLUDES THE LENGTH OF THE END SECTION PER MDOT STANDARD PLANS. HOWEVER, ACTUAL PIPE PAY LENGTH SHALL DEDUCT THE "L" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLANS R-88 SERIES FOR STEEL END SECTION OR THE "D" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLAN R-86 FOR PRECAST CONCRETE END SECTION FOR PIPE CULVERT. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR WITH THE UTILITY OWNERS, AND MAY REQUIRE EXPOSING THE UTILITY. EXPLORATION FOR EXISTING UTILITIES SHALL BE INCLUDED IN THE COST OF CONSTRUCTION OF THE RELATED PAY ITEMS. STRUCTURES (MAINLY DR. STRUCTURES) FINAL ADJUSTMENTS OF ALL STRUCTURES BOTH NEW AND EXISTING SHALL BE MADE PRIOR TO PLACING THE FINAL SURFACE COURSE OF HMA. STRUCTURE RIM SHALL BE WITHIN 0.25 INCHES OF FINAL ELEVATION OF HMA OR CONCRETE PAVEMENT USING THE 10 FOOT STRAIGHT EDGE METHOD. CORRECTIONS TO MEET THIS TOLERANCE ARE AT THE CONTRACTOR'S COST. WHEN EXCAVATING FOR UTILITY CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO: Know what's below. Call before you dig. BEFORE EACH DAYS WORK, OR WHEN MOVING TO A NEW AREA OF WORK, DETERMINE AND EVALUATE THE LOCATION OF ALL UNDERGROUND FACILITIES IN THE AREA. IF LOCATION STAKES HAVE BEEN REMOVED OR DO NOT APPEAR CORRECT, THE CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY TO CHECK THEIR LOCATIONS. ANY DELAYS INCURRED, DUE TO CHECKING OR RESTAKING OF UTILITIES, SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION OR TIME. WHEN EXCAVATING FOR UTILITY CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING GAS, WATER AND SANITARY FACILITIES, BY THE USE OF SHEETING OR OTHER METHODS AS APPROVED BY THE ENGINEER, INCLUDED IN THE SEWER CONSTRUCTION. UNSOUND PORTIONS OF EXISTING STRUCTURES SHALL BE REPAIRED TO MAINTAIN STRUCTURAL INTEGRITY AND SHALL BE PAID FOR AS PUBLIC UTILITY STRUCTURE, ADJ, ADD DEPTH (FT). SUMP DEPTH IS FROM LOWEST EXISTING OR PROPOSED INVERT. CATCH BASIN (CB) MEANS 2 FT SUMP INCLUDED IN DRAINAGE STRUCTURE PAY ITEM. INLETS (INL) AND MANHOLES (MH) DO NOT HAVE A SUMP. SEDIMENT TRAP CATCH BASIS HAVE A 4 FT SUMP OR AS OTHERWISE SHOWN ON PLANS. LEACHING BASINS WHERE CALLED FOR ON THE PLANS ARE INCLUDED IN THE DRAINAGE STRUCTURE PAY ITEM. DRAWING NOTES PLANS SHEETS THE EXISTING RIGHT-OF-WAY LABELS ARE BASED ON THE DISTANCE FROM THE CENTER OF RIGHT-OF-WAY. TAPER LENGTHS ARE BASED ALONG CENTERLINE ALIGNMENT. RADII GIVEN FOR CURB RETURNS ARE TO THE EDGE OF METAL (E/M) WHEN SEPARATE CONCRETE PAVEMENT IS USED. IF INTEGRAL CURB AND GUTTER CONCRETE PAVEMENT IS BEING USED OR HMA PAVEMENT WITH CONCRETE CURB AND GUTTER THEN RADII ARE TO THE BACK OF CURB (B/C). PROFILE NOTES EDGE OF PAVEMENT (E/P) GRADES ARE GIVEN FOR CURB AND GUTTER SECTIONS AND PAVED SHOULDER SECTIONS. FOR CURB AND GUTTER SECTIONS (E/P) IS THE SAME AS EDGE OF METAL (E/M). CURB AND GUTTER ENDINGS WILL RECEIVE CURB DROPS AS DETAILED IN THE PLANS. WHEN END SECTIONS ARE SHOWN ON CULVERTS AND SEWER STUBS; STATION, OUT, AND INVERTS ARE GIVEN AT END SECTION LIP. THE CALL OUT FOR PIPE LENGTH AND PIPE GRADE ON PLAN OR PROFILE INCLUDES THE LENGTH OF THE END SECTION PER MDOT STANDARD PLANS. HOWEVER, ACTUAL PIPE PAY LENGTH SHALL DEDUCT THE "L" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLANS R-88 SERIES FOR STEEL END SECTION OR THE "D" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLAN R-86 SERIES FOR PRECAST CONCRETE ENDS SECTION FOR PIPE CULVERT. STATION AND OFFSET OF ALL DRAINAGE STRUCTURES ARE CALLED OUT AT CENTER OF COVER PER MDOT STANDARD PLAN OF COVER. ADJUST LOCATION OF BASE OF 48 INCH AND LARGER DIAMETER STRUCTURES TO HAVE CENTER OF TOP OF ECCENTRIC CONE AT PROPER LOCATION TO RECEIVE COVER AT STATION AND OUT SHOWN ON PLANS. PROPOSED COVER ELEVATION ON EXISTING OR PROPOSED B AND G TYPE COVERS AS SHOWN OR DIRECTED BY THE ENGINEER TO MATCH ADJACENT PAVEMENT OR GROUND. DRAINAGE STRUCTURES STATION AND OFFSET OF ALL DRAINAGE STRUCTURES ARE CALLED OUT AT CENTER OF DRAINAGE STRUCTURE COVER PER MDOT STANDARD PLAN OF COVER. ADJUST LOCATION OF BASE OF 48 INCH AND LARGER DIAMETER STRUCTURES TO HAVE CENTER OF TOP OF ECCENTRIC CONE AT PROPER LOCATION TO RECEIVE COVER AT STATION AND OUT SHOWN ON PLANS. STRUCTURE COVER ELEVATIONS ON THE PLANS REFERENCE THE LOWEST LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 0114i4il. 2800 WATKINS LAKE ROAD I WATERFORD, MI 48328 OAKLAND COUN" I Y 248.858.0906 TEL M C "' G ^ " CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER RD-1.2 c� 0 co W H O z J Q ry W z w U O U of O 0 0 rn ry D m co N � Q on N � N � 0"t �o co ory 0~ 'nco _jU w �O N ry N W U) NU 00 N � z 0 W > J wU Oco >Z .Q 0 J Q W 2 W UW J _0 N N Qj c'o E c_ J L.L 75 w N N N U O co w O z J Q ry W z W c� U O U ry O POINT FROM THE EDGE OF PAVEMENT (E/P) AND THE OFFSETS ARE ADJUSTED FROM THE E/P TO DEPICT THE CENTER OF THE DRAINAGE STRUCTURE COVER. VARIOUS COVER TYPES, ELEVATION ADJUSTMENTS FROM E/P TO THE LOW POINT, AND OFFSET ADJUSTMENTS, AS PER MDOT STANDARD DETAILS ARE AS FOLLOWS, AND ARE FOR INFO ONLY: COVER TYPE TYPE C TYPE D TYPE J TYPE K FOR F4 ELEVATION DELTA (FT) -0.11, -0.04' -0.13' -0.11, OFFSET DELTA (FT) 1.25' 1.00, 1.29' mim *6 INCHES OF CURB ARE IN FRONT OF FLANGE. NOTE: ROUND STRUCTURE COVERS (I.E. TYPE B, G, AND E) DO NOT HAVE ANY OFFSET ADJUSTMENT AND THE ELEVATIONS ARE TO THE RIM. PROPOSED COVER ELEVATION ON EXISTING OR PROPOSED B AND G TYPE COVERS AS SHOWN OR DIRECTED BY THE ENGINEER TO MATCH ADJACENT PAVEMENT OR GROUND. MISCELLANEOUS PAY ITEMS THE FOLLOWING ITEMS OF WORK WILL NOT BE PAID FOR SEPARATELY AND ARE INCLUDED IN OTHER ITEMS OF WORK AND SHALL BE DONE AS REQUIRED BY THE ENGINEER. INCLUDED IN EXCAVATION, EARTH: - REMOVING TREES LESS THAN 3 INCH DIAMETER - REMOVING SHRUBS AND BUSHES - REMOVING HMA CURBS - REMOVING EDGEDRAIN, UNDERDRAIN, FRENCH DRAINS, OR DRAINAGE TILE - REMOVING, RESETTING, OR DISPOSING OF CONCRETE BUMPER BLOCKS OR WOODEN/CONCRETE RAILROAD TIES - RELOCATING ORNAMENTAL ROCKS AND BOULDERS TO THE RIGHT-OF-WAY LINE - REMOVING ABANDONED UTILITY CONDUIT AND INTERNAL COMPONENTS - REMOVING GAS MAIN - REMOVING GEOTEXTILE FABRIC - REMOVING GEOGRID - EXCAVATION, ROCK - PROJECT CLEANUP - CLEARING INCLUDED IN HMA PAY ITEMS: - HMA BOND COAT - SWEEPING PAVEMENT INCLUDED IN PAVEMENT OR CURB REMOVAL ITEMS: - SAWING, FOR PAVEMENT AND CURB REMOVAL INCLUDED IN CONCRETE ITEMS: - CONCRETE ADMIXTURES THE FOLLOWING ITEMS OF WORK SHALL BE DONE AS THEY APPLY THROUGHOUT THE PROJECT OR AS DIRECTED BY THE ENGINEER. THESE ITEMS ARE NOT DETAILED OR INCLUDED ELSEWHERE ON THE PLANS. MOBILIZATION, MAX. _ (LSUM) _PAVT, CLEANING, RCOC (LSUM) _SUBGRADE UNDERCUTTING, 21AA (CYD) _GEOTEXTILE FABRIC, TYPE NW 8 (SYD) RAILROAD INSPECTION AND FLAGGING (DLR) MONUMENT PRESERVATION WORK ASSOCIATED WITH MONUMENT PRESERVATION AND PROTECT CORNERS SHALL BE THE RESPONSIBILITY OF THE ROAD COMMISSION FOR OAKLAND COUNTY (RCOC). THE RCOC OR ITS ASSIGNS SHALL PERPETUATE BY WITNESSING ALL PUBLIC LAND SURVEY CORNERS AND PROPERTY CONTROLLING CORNERS AND THEIR WITNESSES LOCATED WITHIN THE CONSTRUCTION AREA THAT ARE EXPECTED TO BE DISTURBED BY THE CONSTRUCTION PROCESS. THE RCOC OR ITS ASSIGNS WILL RE-ESTABLISH ALL CORNERS DISTURBED BY THE CONSTRUCTION. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER A MINIMUM OF 10 WORKING DAYS PRIOR TO STARTING WORK WHICH IS EXPECTED TO DISTURB SAID CORNERS AND/OR THEIR WITNESSES. THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION THAT WOULD POTENTIALLY DISTURB EXISTING SAID CORNERS OR THEIR WITNESSES UNTIL AUTHORIZED IN WRITING BY THE ENGINEER. CONTACT: JOSEPH C. KAPELCZAK, P. S. OAKLAND COUNTY PLAT ENGINEER OAKLAND COUNTY REGISTER'S OFFICE 1200 NORTH TELEGRAPH ROAD PONTIAC, MI 48341 CELL: (248) 939-2049 FAX: (248) 363-1646 EMAIL: JKAPELCZAK@JCKINC.COM PROTECTION AND RESTORATION OF PRIVATE PROPERTY MAILBOXES POST, MAILBOX (EA) IS ESTIMATED BY COUNTING EACH MAILBOX REGARDLESS OF HOW IT IS SUPPORTED. THIS PAY ITEM WILL ONLY BE PAID ONCE PER EACH MAILBOX REGARDLESS TO HOW MANY TIMES IT IS MOVED. MAILBOX ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL POSTAL REGULATIONS. CONTRACTOR MUST REPAIR OR REPLACE MAILBOXES AND/OR POSTS THE CONTRACTOR MAY DAMAGE. THIS WORK SHALL BE DONE AS DIRECTED BY THE ENGINEER AND NO ADDITIONAL COMPENSATION WILL BE PAID. IRRIGATION SYSTEMS/SPRINKLERS SPRINKLER SYSTEMS WITHIN THE PROJECT LIMITS, OR IMPACTED BY THE WORK OF THIS CONTRACT, SHALL BE REPAIRED WITH AT LEAST EQUAL QUALITY MATERIALS AND WORKMANSHIP, TO A FUNCTIONING CONDITION AT LEAST AS GOOD AS EXISTED PRIOR TO THE BEGINNING OF THE PROJECT. FOR THE CONTRACTOR TO BE REIMBURSED FOR IRRIGATION/SPRINKLER SYSTEM REPAIRS, BEFORE ANY CONTRACT WORK BEGINS, CONTRACTOR SHALL ARRANGE A WALK-THROUGH WITH THE PROPERTY OWNER OR DESIGNATED REPRESENTATIVE, ACCOMPANIED BY THE PROJECT ENGINEER OR INSPECTOR, FOR EACH ADJACENT PROPERTY, FOR THE PURPOSE OF DETERMINING AND EVALUATING THE EXISTING SPRINKLER SYSTEM DESIGN (LOCATION AND TYPES OF LINES, HEADS, VALVES, CONTROLLERS) AND IT'S FUNCTIONALITY AND INTEGRITY. IRRIGATION/SPRINKLER SYSTEM DESIGN INFORMATION SHALL BE DOCUMENTED BY THE CONTRACTOR WITH SKETCHES, DRAWINGS AND NARRATIVE, AND SHALL BE SUBMITTED TO AND USED BY THE PROJECT ENGINEER TO VERIFY NEED AND APPROVE ANY REPAIRS TO THE SYSTEM AND SUBSEQUENT PAYMENT. NO PAYMENT SHALL BE MADE FOR REPAIRS NOT DEEMED NECESSARY AND APPROVED BY THE PROJECT ENGINEER AS A RESULT OF THIS WALK-THROUGH AND EVALUATION PROCESS. FAILURE OF THE CONTRACTOR TO FULFILL THESE REQUIREMENTS WILL CAUSE THE PROJECT ENGINEER TO MAKE THE REPAIRS AND CHARGE THE FULL COST TO THE CONTRACTOR AS A CONTRACT ADJUSTMENT. SPRINKLER HEADS SHALL NOT BE COVERED WHEN PLACING TOPSOIL AND qnn Know what's below. Call before you dig. LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD 0L 04471D. WATERFORD, MI 48328 COUN'tY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER RD-1.3 co C0 X N ❑ 2 U ry Q C� 0 z W CD W J U O U ry ❑ ry i) 0 z Q ry N 0 0 0 Q U 0 M U) (D Q U 0 0 rn Q ry 00 U) N Q 0 0 't N � a)� o ry �~ �U) �U _W O Dry M o� N U 00 0 W J w0 O=) <z .Q ❑ J QW _> UW J N N Qj 0 E U)co a� c— J U- WATER & SEWER SYMBOLS ❑ CB Square # OStorm MH # OInlet Round # • Sprinkler Head 0 Meter Pit 0 Septic Tank WM Water Meter Water Tower O Pump Sta Ent MH # Sanitary Flag so Water Stop Box OUnknown Manhole C B CB Round # OSan MH # F-1 Inlet Square # UTILITY SYMBOLS J Power Tele & Light Power & Tele Pole O 0 Telephone Pole w Camera Pole FGM] Gas Meter FTTelephone Riser 0 Warning Siren Pole OGas Tank Fx-1 Gas Test Station IGI Gas Riser Gas Blowoff V Water Valve Fire Hydrant Water Faucet Monitoring Well Water Main Flag Storm Sewer Flag W Gate Well # Power Pole 6 Power & Light Pole O 0 Telephone & Light Pole OUtility MH # G V Gas Vent Fc Cable TV Riser w Communication Flag Gas Flag Electric Flag El Electrical Outlet GSO Gas Stop Box oval Gas Valve 0 Underground Marker Gas • 40,, Tree, Deciduous, 37 inch or larger • 20" Oak Tree, Deciduous, 19-36 inch • 12" Tree, Deciduous, 6-18 inch 4 ) 04" Map Tree, Deciduous, 0-5 inch Multi -Stem, Deciduous, _ 0-5" _ 6-18" _ 19-36" _ 37" or larger, Type Tree, Dead 000 Multi -Stem, Coniferous, _ 0-5" _ 6-18" _ 19-36" _ 37" or larger, Type • 40" Cedar Tree, Coniferous, 37 inch or larger • 20" Pine Tree, Coniferous, 19-36 inch • 12" Spruce Tree, Coniferous, 6-18 inch 04" Pine Tree, Coniferous, 0-5 inch -1 Fm B Mail Box Call Box Flag Pole O ---C)-- School Speed Limit Cross Cut Fd Bldg Corner O Fence Corner Wood Stake Fd -O? Light Pole Wood I c� Clean Out DDDown Spout FE Electric Riser Stump • Tree, Ornamental Deciduous Shrub 6'x6' Coniferous Shrub 6'x6' O Flood Light Ornamental Light Bus Stop Sign O Highway Delineator sPv Sprinkler Valve Box CEnd Section Guy Pole Guy Anchor U Sign Post v v Sign Post (double) IS] Sewer Riser © Cistern Hand Hole Round Plas Hand Hole Square Met Gas Pump Controller Box Soil Boring # x Building Number_ O Post 6 Wood Guard Post 8" Metal Column 12" Conc Pole Base Rnd R Satellite Dish O Piling ❑ Square Post 4" Wood ❑ Phone Booth Trans Tower Base ® Antenna Parking Meter Monument Box ReMon Cap# USGS Cap Fd Cap# • TP # rlvl� • BM # Rock Conc Mon Fd Cap# OPinched Pipe Fd Cap# Tee Iron Fd Cap# Mag Nail Fd Iron Road Fd Cap# Iron Pipe Fd Cap# Drill Hole Dist Railroad Spike Dist# Nail & Tag Fd Cap# ReMon Witness Fd Tag# FuCircuit Breaker Panel Fountain gLawn Ornament AC Air Conditioning Unit ® Heat Pump Basketball Post Newspaper Box EM Electric Meter 0 0 o Fill Port ® Electrical Trans Pad Semaphore R Crossing Gate RI R Crossing Signal ® Electrical Trans Tower Battery Box SIndicator Post -Valve x Floor Elevation Span Strain Signal Pole w Span Strain Signal Pole Wood Mast Arm Signal Pole Pedestrian Ped Both O Crossing Push Button Post Drainage Course Centerline of Road Centerline of Drive Centerline of Ditch Centerline of Stream Centerline of Dam Centerline of Track Ex Edge of Gravel Ex Edge of Gravel Shoulder Ex Edge of Concrete Ex Edge of Asphalt Ex Back of Curb Concrete Ex Back of Curb Asphalt Ex Edge of Walk Ex Edge of Boardwalk Ex Edge of Suspended Walkway Ex Edge of Foot Bridge Ex Edge of Cross Walk Pr Edge of Concrete Pr Edge of Asphalt Pr Back of Curb Concrete Pr Back of Curb Asphalt Pr Face of Curb Concrete Edge of Brush (light) Edge of Brush (medium) Edge of Brush (heavy) alp %6Edge of Wetland Edge of Woods (light) Edge of Woods (medium) Edge of Woods (heavy) Z Z Z Z Z Z Z Z Z Z Z Z Face of Building Hedge Berm Toe of Berm Top of Berm Toe of Ridge Top of Rail Ditch Bank Toe of Ditch Top of Ditch -----—----—---- — ----— — Edge of Water — — — Toe of Stream Bank Top of Stream Bank Fence Chain Link Fence Chain Link w/barbed wire F-1 Fence Board Fence Farm Fence Metal Fence Plastic Fence Post and Rail Slope Stake Line (SSL) Wall Headwall Rip Rap Gabion — — �X ROW— Existing Right of Way CURB AND GUTTER, REM SEWER OR CULV, REM DR STRUCTURE, REM LINE STYLES Fence Gate Edge of Landscaping Edge of Planted Area Unspecified Line Landscape Timber Planter Box Stair Ramp Deck/Porch Patio Crack in Road Paint Stripe Road Divider Bumper Block Billboard Advertisement Sign Bench Pasture — —ST Existing Storm Sewer —SAN- Existing Sanitary Sewer - - WM Existing Water Main - - TELE Existing Telecommunications - - - GAS Existing Gas - --ELEC Existing Electrical - - �O Existing Fiber Optic Proposed Storm Sewer PAVT, REM (SYD) SIDEWALK, REM (SYD) HMA SURFACE, REM (SYD) + + + COLD MILLING HMA SURFACE (SYD) PROPOSED HMA PAVEMENT (OVERLAY) PROPOSED HMA PAVEMENT (FULL DEPTH) PROPOSED CONCRETE PAVEMENT L L L L L L I �LLLLLL PROPOSECONCRETE SIDEWALK PROPOSED GRAVEL SHOULDER PROPOSED RIP -RAP ABBREVIATION LIST ABBREVATION DEFINITION B/C BACK OF CURB BOTT BOTTOM C COMBINED SANITARY AND STORM CB CATCH BASIN STRUCTURE WITH 2 FT SUMP CJ CONSTRUCITON JOINT D DRAINAGE, STORM ELEV ELEVATION EG EXISTING GRADE E/G EDGE OF GRAVEL EGSP EDGE GRADE SHOULDER POINT E/M EDGE OF METAL E/P EDGE OF PAVEMENT EQU EQUAL ERECT ERECTION EXP JT EXPANSION JOINT FDN FOUNDATION FG FINISHED GRADE FURN FURNISHED INL INLET STRUCTURE WITH NO SUMP JPW JOINT WATERPROOFING JWPE JOINT WATERPROOFING, EXPANSION LB LEACHING BASIN ILL LANE LINE LSC LANSCAPING MH MANHOLE STRUCTURE WITHOUT 2 FT SUMP R REMOVE REL-BO RELOCATE BY OTHERS S SANITARY SEWAGE SPA SPACE SSL SLOPE STAKE LINE T/C TOP OF CURB THK THICKNESS W WATERMAIN LC0 M PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 • 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE LEGEND SHEET NUMBER R D-1.4 Qo (M X N ❑ 2 U ry Q 0 z w z 0 J Q U O U 0 ry U) (D z_ Q ry N O O 0 Q U O m U) (D Q U 0 0 rn ry D m U) Q N ❑ I o� N 0) N 0) o� N O -6ry m� o ILU) -1-- cnU co w J Uj O �ry rn o0- ,U) 00 N - O O N > z J wU �U) Q❑ �z U5 J �w Uw J N 6 M> E (n a) c J LL 616 BROADWAY ROAD 610 BROADWAY ROAD DAVISBURG, MI48350 DAVISBURG, MI48350 PIN: 07-17-178-006 PIN: 07 17 178 007 624 BROADWAY ROAD DAVISBURG, MI48350 PIN. 07-17-178-004 620 BROADWAYROAD DAVISBURG, MI48350 634 BROAD WA Y ROAD PIN: 07-17-178-005 DAVISBURG, MI48350 PIN: 07-17-178-016 X ROW E c / - _ CANAD/AN �_- NA7/ONAkRAAy Na - BENCHMARK #3 �XROV� 586 BROADWAY ROAD �- _ _ STATION=16+50.56 DAVISBURG, MI48350 OFFSET=17.06L NO ADDRESS PIN: 07-17-178-013 BENCHMARK #2 - - - NORTH I NG=457587.76 / DAVISBURG, MI48350 STATION=12+52.16 _ EASTING=13345977.17 NO ADDRESS PIN: 07-17-178-012 0 - _ ELEV=964.925' / / OFFSET=17.80E x�P.O.E. NORTH ING-457542 48 DAVISBURG, MI48350 � - _ x00 STA 17+50 0' �pxOp L:4. M g+Op ' o. 0 'E r N �' Z �! 5q �1 �9 P.O.B. o c, N�3o 234 9g' STA. 9+35.0 i $ Op o �Zy EX ROW 589 BROADWAY ROAD DAVISBURG, MI48350 i PIN: 07-17-181-001 643 BROAD WA Y ROAD 627 BROADWAY ROAD DAVISBURG, MI48350 DAVISBURG, MI48350 PIN: 07-17-180-008 PIN. 07-17-180-014 LIVI DATA 11+00 C1 EASTING=13345604.09 ELEV=965.869' PIN: 07-17-178-011 �. o \- � o� zoo + � bm #2 _ -U :4.000 aZW�-- R:-4.0 o S7 8 13' 32.83„E 13+00 108.90, NUMBER RADIUS (R) LENGTH (L) EXTERNAL TANGENT LENGTH (T) DELTA ANGLE ( or 1) DEGREE OF CURVATURE BY ARC (D) C 1 371.00 179.93 C2 380.00 239.79 91.77 27o47'16" 124.04 36009'21 " NOTE: CULVERT CONSTRUCTION PI's ARE FOR ALIGNMENT ONLY. FINAL SHOP DRAWINGS FOR CULVERT CONSTRUCTION SHALL BE PROVIDED BY CONTRACTOR. 15o26'37" 15004'40" N � 0 �/?- -- uo M _ �rrM -- az" � w -- CL CULVERT - CL DAVISBURG ROAD STATION=14+51.17� OFFSET=0.00 NORTH I NG=457505.62 569 BROAD WA Y ROAD DAVISBURG, MI48350 PIN: 07-17-181-002 L:-4 R:4. Z O --- EXR 14+00 0� C2 - A - EX CONST. P.I. 0+61.97 rN 457547.15 E 13345790.43 i o �Qs8261 A5+00 I o \:> 0 0 EASTING=13345797.27 BROADWAY (DAVISB RG RD) 66' ROW 1� BM #3� - �XRpV� / / Op 0 �• 2' pp"�o - - 16x oy9�,� FZ•.2• / / N6`'� 25252 CENTERLINE ALIGNMENT PROPOSED CULVERT CONST. P.I. 1 +41.97 N 457468.22 E 13345803.43 L o MILL POND NO ADDRESS cV DAVISBURG, M148350 PIN: 07-17-253-003 / BM #1 / BENCHMARK #1 STATION=16+23.43 OFFSET=34.05R NORTHING=457530.00 EASTING=13345973.56 4956ROADWAYROAD ELEV=962.524' DAVISBURG, MI48350 PIN: 07-17-253-004 BENCHMARKS: BENCH MARK #1 N: 457530.00 E: 13345973.56 ELEV: 962.52 RR SPIKE ON NORTH SIDE OF POWER POLE ON SOUTH SIDE OF ROAD, APPROX. 185' EAST OF DAVISBURG DAM BENCH MARK #2 N: 457542.48 E: 13345604.09 ELEV: 965.87 PK NAIL W/PINK RIBBON ON TOP OF WOOD GUARD RAIL POST ON NORTH SIDE OF ROAD, APPROX. 195' WEST OF DAVISBURG DAM BENCH MARK #3 N: 457587.76 E: 13345977.17 ELEV: 964.93 PK NAIL W/PINK RIBBON ON TOP OF WOOD GUARD RAIL POST ON NORTH SIDE OF ROAD, APPROX. 210' EAST OF DAVISBURG DAM Know what's below. Call before you dig. SCALE: 1" = 40' LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKIAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 1r It, CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD ALIGNMENT SHEET SHEET NUMBER RD-1.5 co M X N 2 U IY Q Cr..' VARIES SEE SHEET RD-1.15 2" COLD MILLING HMA SURFACE (SYD) VARIES J 12.0' _ WESTBOUND LANE 3.0' HMA SURFACE, REM (SYD) 2.0 INCH, HMA APPROACH (TON) WEDGING VARIES, - HMA APPROACH (TON) EXISTING � O 2.0 INCH, HMA APPROACH (TON) WEDGING VARIES, HMA APPROACH (TON) 1.0' AGGREGATE BASE, 10 INCH, 21AA, RCOC (SYD) UNDERDRAIN, SUBGRADE, SUBBASE, CIP (CYD) OPEN -GRADED, 6 INCH, RCOC (FT) 12 INCH, MDOT CLASS II TYPICAL HALF SECTION APPLIES: STA 9+35 (POB) TO 11+33 R/W WIDTH VARIES VARIES 11.5' 11.5' WESTBOUND LANE EASTBOUND LANE W W z_ z_ J J r EXISTING _ _ _ - - _ CENTERLINE �--- - - - - - - - - - � CL 4%± --�� Ile ------------- L------------------------------- J 2' TO 35' TURF ESTABLISHMENT, THM SEED, REGULAR MULCH, PERFORMANCE, RCOC (SYD) EXISTING 23' WIDE 7" TO 9" ± ASPHALT OVER EX FILL SOILS HMA SURFACE, REM (SYD) EXISTING PAVEMENT SECTION A 8.00' 2.0' AGGREGATE SURFACE F4 CSE, 6 INCH (SYD) m CURB w EMBANKMENT, CIP (CYD) EMBANKMENT, CIP (CYD) 1.0% s PROPOSED - APPLIES: STA 9+35 (POB) TO 12+70 R/W WIDTH VARIES 12.0' 12.0' TO 18.5' 2.0' 3.10' WESTBOUND LANE EASTBOUND LANE F4 Lu w CURB m Z >J LY _ 5' TO 17' _ LIMITS OF HMATURF ESTABLISHMENT, THM SEED, SURFACE, REM (SYD) REGULAR MULCH, PERFORMANCE, RCOC (SYD) vi CONSTRUCTION vi _ CENTERLINE - - " SILT FENCE PER DAM REMOVAL _ & CULVERT OVERALL SESC PLAN RATE OF SUPERELEVATION 4% MAX FG PER PROFILE-7/ - - - - - - _ / EXCAVATION, EARTH (CYD) l _ I 4.0% EXISTING i 1.5 INCH, HMA, 5EML (TON) SILT FENCE PER DAM UNDERDRAIN, SUBGRADE, a 1.5 INCH, HMA, 5EML (TON) REMOVAL & CULVERT OPEN -GRADED, 6 INCH, RCOC (FT) w 3.0 INCH, HMA, 3EML (TON) COMPACT EX SUBGRADE AS OVERALL SESC PLAN w APPROVED BY ENGINEER, HMA APPLICATION CHART PAY ITEM MIX ESTIMATED RATE OF FINAL PERFORMANCE APPLICATION THICKNESS GRADE HMA, 5EML 5EML 165 LBS/SYD 1.5" 70-22P HMA, 5EML 5EML 165 LBS/SYD 1.5" 70-22P HMA, 3EML 3EML 330 LBS/SYD 3.0" 64-22 HMA APPROACH (RESIDENTIAL) 5EML 165 LBS/SYD 3.0" 64-22 HMA APPROACH (WEDGING) 5EML 165 LBS/SYD VARIES 64-22 1.0' _ WHERE EMBANKMENT, CIP (CYD) IS TO BE PLACED, ALL AGGREGATE BASE, INCLUDED AS PART OF a + VEGETATION AND TOPSOIL WILL BE REMOVED PRIOR TO 10 INCH, 21AA, RCOC (SYD) EXCAVATION, EARH (CYD) Lu X PLACEMENT. THE REMOVAL WILL BE PAID FOR AS EXCAVATION w CIP (CYD) ) EARTH (CYD). A QUANTITY BASED UPON AN ASSUMED REMOVAL 12 INCHSUBBASE, CLASS) UNDERDRAIN, SUBGRADE, , - DEPTH OF 6 INCHES HAS BEEN INCLUDED IN THE PLAN QUNTITY OPEN -GRADED, 6 INCH, RCOC (FT) FOR EXCAVATION EARTH (CYD). IF THE DEPTH IS PREDOMINANTLY LESS THAN 6 INCHES, PLAN QUANTITY WILL NOT BE CHANGED. IF _ EXISTING HMA PAVEMENT THE DEPTH IS PREDOMINANTLY MORE THAN 6 INCHES, CHANGES WILL BE MADE IN ACCORDANCE WITH SECTION 109.01.A (TYP) LIMITS OF EXCAVATION, EARTH (CYD) AND EMBANKMENT, CIP (CYD) *APPLIES OUTSIDE THE LIMITS OF CULVERT EXCAVATION RATE OF SUPERELEVATION TABLE CURVE #1 POINT OF ROTATION = CENTERLINE STATION LEFT LANE SLOPE RIGHT LANE SLOPE 9+45 -2.0% -2.0% 9+83 0.0% -2.0% 10+22 2.0% -2.0% 10+61 4.0% -4.0% 11 +89 4.0% -4.0% 12+28 2.0% -2.0% 12+70 0.0% 0.0% REMARKS HMA PAVEMENT TOP COURSE (AWI=260) HMA PAVEMENT LEVELING COURSE HMA PAVEMENT BASE COURSE DRIVEWAY HMA PAVEMENT TOP/LEVELING COURSE WEDGING FOR DRIVEWAYS TYPICAL PAVEMENT SECTION A APPLIES: STA 9+35 (POB) TO 12+70 GUTTER 1.5' CURB & PAN GUTTER PAVEMENT THINKNESS � I 1.5 INCH MAX CURB HEIGHT REINFORCEMENT SECTION IN ADJACENT CURIS A -A & GUTTER DRIVEWAY OPENING, CONC, DETAIL M, RCOC DETAIL PROP CONC CURBAND _ GUTTER _ EMBANKMENT, CIP (CYD) EXCAVATION, EARTH (CYD) PAVT AGGREGATE BASE 1:1 SLOPE J SUBGRADE BACKFILL TRENCH WITH MDOT 34R OPEN -GRADED 0 •� LINE OUTSIDE AND TOP OF TRENCH WITH AGGREGATE; PAID AS A PART OF "UNDERDRAIN, SUBGRADE, GEOTEXTILE FABRIC, TYPE NW-8, PAID AS A PART OPEN -GRADED, 6-INCH, RCOC (FT)" U OF "UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6 "UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6-INCH, RCOC a INCH, RCOC (FT)" (FT)" UNDERDRAIN PIPE SHALL BE 6" DIA. CORRUGATED, O PERFORATED, POLYETHLENE (PE) CONFORMING TO MDOT a 1.5' UNDERDRAIN STANDARD SPECIFICATION 909.07B (AASHTO M252) TRENCH UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6 INCH, RCOC DETAIL ALL MATERIALS AND LABOR TO CONSTRUCT THIS DETAIL SHALL BE INCLUDED IN "UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6-INCH, RCOC (FT)" NOTE: UNDERDRAIN OUTLET ELEVS. AT STRUCTURES SHALL BE AS DIRECTED BY THE ENGINEER. EMBANKMENT, CIP (CYD) EXCAVATION, EARTH (CYD) 12.0' VARIES EASTBOUND LANE- SEE SHEET RD-1.15 3.0' HMA SURFACE, REM (SYD) 2" COLD MILLING HMA SURFACE (SYD) VARIES EXISTING O I �� 2.0 INCH, HMA APPROACH (TON) AGGREGATE BASE, 1.01 WEDGING VARIES, HMA APPROACH (TON) 10 INCH, 21AA, RCOC (SYD) SUBBASE, CIP (CYD) 12 INCH, MDOT CLASS II UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6 INCH, RCOC (FT) TYPICAL HALF SECTION APPLIES: STA 9+35 (POB) TO 10+10 12.0' VARIES EASTBOUND LANE SEE SHEET RD-1.15 3.0' HMA SURFACE, REM (SYD) 2" COLD MILLING HMA SURFACE (SYD) DRIVEWAY OPENING, CONC, DET M (FT) VARIES EXISTING O I \�WEDGING 2.0 INCH, HMA APPROACH (TON) 1.0' AGGREGATE BASE,, VARIES, HMA APPROACH (TON) 10 INCH, 21AA, RCOC (SYD) f SUBBASE, CIP (CYD) UNDERDRAIN, SUBGRADE, 12 INCH, MDOT CLASS II OPEN -GRADED, 6 INCH, RCOC (FT) TYPICAL HALF SECTION APPLIES: STA 10+70 TO 11+33 LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS9444111L. T 2800 WATKINS LAKE ROAD OAKLANDWATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD TYPICAL CROSS SECTIONS SHEET NUMBER RD-1.6 F=� TTTTTTITjI 0 0 rn Q ry 00 U) N Q p 0 o't N 0) LO �o �ry � o 0- ~ cU �U �Lu N ry 04 CL 'U) U o0 N Z� 0 � W J W O� �Z Q 0 J Q W 2 > UW J N N Qj o E 0 (6 c- J LL VARIES s 11.5' WESTBOUND LANE 66 FT ROW 11.5' EASTBOUND LANE VARIES GUARDRAIL, REM EXISTING CENTERLINE GUARDRAIL, REM V Z i FENCE, REM I I X k s 6%± MILLPOND --E_ i i W Z_ J 5' TO 40' TURF ESTABLISHMENT, THM SEED, SPECIAL MULCH, PERFORMANCE, RCOC (SYD) 3.1 0' 2.0' F4 m CURB w 2.66' H GUARDRAIL TYPE MGS-8 (FT) EMBANKMENT, CIP (CYD) 4.0% I EMBANKMENT, CIP (CYD) 1�.2N � f 1.0' x W GEOCELLULAR CONFINEMENT SYSTEM (SYD) INSTALL ON SLOPES 1V:2H AND STEEPER OR AS DIRECTED BY THE ENGINEER UNDERDRAIN, SUBGRADE, PROPOSED OPEN -GRADED, 6 INCH, RCOC (FT) WHERE EMBANKMENT, CIP (CYD) IS TO BE PLACED, ALL EXISTING EXISTING 23' WIDE 7" TO 9" ± ASPHALT OVER EX FILL SOILS HMA SURFACE, REM (SYD) EXISTING PAVEMENT SECTION B 12.0' TO 18.5' WESTBOUND LANE APPLIES: STA 12+70 TO 17+50 66 FT ROW LIMITS OF HMA SURFACE, REM (SYD) CONSTRUCTION CENTERLINE RATE OF SUPERELEVATION 4% MAX 12.0' _ _ 2.0' 3.10' _ EASTBOUND LANE F4 w CURB m 2.66' H 5' TO 40' _ TURF ESTABLISHMENT, THM SEED, SPECIAL MULCH, PERFORMANCE, RCOC (SYD) GUARDRAIL TYPE MGS-8 (FT) FG PER PROFILE I . 1.5 INCH, HMA, 5EML (TON) COMPACT EX SUBGRADE AS 1.5 INCH, HMA, 5EML (TON) APPROVED BY ENGINEER, 3.0 INCH, HMA, 3EML (TON) INCLUDED AS PART OF EXCAVATION, EARH (CYD) AGGREGATE BASE, 10 INCH, 21AA, RCOC (SYD) a w SUBBASE, CIP (CYD) x W 12 INCH, MDOT CLASS II EXISTING HMA PAVEMENT VEGETATION AND TOPSOIL WILL BE REMOVED PRIOR TO PLACEMENT. THE REMOVAL WILL BE PAID FOR AS EXCAVATION EARTH (CYD). A QUANTITY BASED UPON AN ASSUMED REMOVAL TYPICAL PAVEMENT SECTION B DEPTH OF 6 INCHES HAS BEEN INCLUDED IN THE PLAN QUNTITY FOR EXCAVATION EARTH (CYD). IF THE DEPTH IS PREDOMINANTLY LESS THAN 6 INCHES, PLAN QUANTITY WILL NOT BE CHANGED. IF A THE DEPTH IS PREDOMINANTLY MORE THAN 6 INCHES, CHANGES WILL BE MADE IN ACCORDANCE WITH SECTION 109.01.A (TYP) 901, SILT FENCE PER DAM REMOVAL & CULVERT OVERALL SESC PLAN RATE OF SUPERELEVATION TABLE CURVE #2 POINT OF ROTATION = CENTERLINE STATION LEFT LANE SLOPE RIGHT LANE SLOPE 12+70 0.0% 0.0% 13+11 -2.0% 2.0% 13+50 -4.0% 4.0% 15+38 -4.0% 4.0% 15+77 -2.0% 2.0% 16+15 -2.0% 0.0% 16+54 -2.0% -2.0% APPLIES: STA 12+70 TO 17+50 LIMITS OF EXCAVATION, EARTH (CYD) AND EMBANKMENT, CIP (CYD) APPLIES OUTSIDE THE LIMITS OF CULVERT EXCAVATION 2'-8" 3 Y4"_ 7 5/a" 8„ TOE NAIL WOOD BLOCK " 7 r - TO WOOD POST WITH A MINIMUM 3" LONG HOT r DIP ZINC COATED NAIL 14" _ POST BOLT WITH ROUND WASHER 6-0" 25" 3 5/a UNDER NUT GROUND LINE SHOULDER HINGE POINT F' CURBS I Ili 3' SHELF 3'-4" r 6" X 8" WOOD LINE POST GUARDRAIL, TYPE MGS-8 (WOOD POST) W z J EMBANKMENT, CIP (CYD) 4.0%� -� EMBANKMENT, CIP (CYD) / GEOCELLULAR CONFINEMENT SYSTEM (SYD) 711. INSTALL ON SLOPES 1V:2H AND STEEPER OR AS DIRECTED BY THE ENGINEER 1.0' _ UNDERDRAIN, SUBGRADE, uj OPEN -GRADED, 6 INCH, RCOC (FT) ui _ 12.0' EASTBOUND LANE SILT FENCE PER DAM REMOVAL & CULVERT OVERALL SESC PLAN VARIES 0.0' TO 10.0' SEE SHEET RD-1.16 CURB AND GUTTER, CONC, DIET F4 (FT) EMBANKMENT, CIP (CYD) 1.5 INCH, HMA, 5EML (TON) EXISTING 1.5 INCH, HMA, 5EML (TON) � O 3.0 INCH, HMA, 3EML (TON) AGGREGATE BASE, 10 INCH, 21AA, RCOC (SYD) SUBBASE, CIP (CYD) UNDERDRAIN, SUBGRADE, 12 INCH, MDOT CLASS II OPEN -GRADED, 6 INCH, RCOC (FT) VARIES 1.0' f TYPICAL HALF SECTION APPLIES: STA 15+94 TO 16+70 VARIES SEE SHEET RD-1.16 12.0' 10.0' RIGHT TURN LANE `EASTBOUND LANE SEE SHEET RD-1.16 HMA APPROACH (TON) VARIES 1.5 INCH, HMA, 5EML (TON) ?9 / EXISTING 1.5 INCH, HMA, 5EML (TON) � COMPACT 3.0 INCH, HMA, 3EML (TON) EX SUBGRADE AGGREGATE BASE, 10 INCH, 21AA, RCOC (SYD) SUBBASE, CIP (CYD) 12 INCH, MDOT CLASS II TYPICAL HALF SECTION P="C0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL OAKLAND COUN"IY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX .. , CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD TYPICAL CROSS SECTIONS SHEET NUMBER RD-1.7 0 0 rn iY m U) Q N ❑ I ot N � N 0) o� N O co ry F_ o ILU) - I- �U _jw J � _o M � O �U) �0 -❑ N O O N > z J u1 v 0Y U) Q❑ 3:z U5 J �w Uw J N N Qj > E a� c- J U- TEST HOLE NO. HA-01 LOCATION: DAVISBURG ROAD NORTH ROW PHYSICAL REFERENCE: 75 FEET EAST OF WEST END OF GUARDRAIL PHYSICAL OFFSET: 3 FEET NORTH OF GUARDRAIL BORING DATE: 6/28/21 GROUND SURFACE ELEVATION: 0.0 FT 0.0 4 INCHES OF TOPSOIL -0.3 -2.0 NORTHING: 457527 EASTING: 13345672 POORLY GRADED FINE TO COARSE SAND WITH SILT, WITH GRAVEL, TRACE CLAY, TRACE ROOTS, DARK BROWN, WET (SP-SM) POORLY GRADED FINE TO MEDIUM SAND WITH SILT, TRACE GRAVEL, BROWN WITH POCKETS OF DARK BROWN, WET (SP-SM) -4.8 E.O.B. 4.8 FEET (HAND AUGER TERMINATED ON OBSTRUCTION) NOTES: GROUNDWATER LEVEL DURING DRILLING: 1 FEET GROUNDWATER LEVEL UPON COMPLETION: 1.2 FEET LOGGED BY: S. PANETTA (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) COORDINATES ESTIMATED WITH HANDHELD GPS 1st 6 in 0 2nd 6 in 0 3rd 6 in 0 4th 6 in LjE NUMBERS IN CIRCLES DENOTE NUMBER OF BLOWS REQUIRED TO DRIVE A 2" O.D. X 1.5' I.D. SPLIT SPOON SAMPLER 3 OR 4 SUCCESSIVE 6" INCREMENTS USING A 140 LB HAMMER FALLING 30". TEST HOLE NO. HA-02 TEST HOLE NO. RB-01 TEST HOLE NO. RB-02 TEST HOLE NO. RB-03 TEST HOLE NO. RB-04 LOCATION: DAVISBURG ROAD NORTH ROW LOCATION: DAVISBURG ROAD WB DRIVING LANE LOCATION: DAVISBURG ROAD EB DRIVING LANE LOCATION: DAVISBURG ROAD WB DRIVING LANE LOCATION: DAVISBURG ROAD EB DRIVING LANE PHYSICAL REFERENCE: 75 FEET WEST OF EAST END OF GUARDRAIL PHYSICAL REFERENCE: 110 FEET WEST OF WEST END OF GUARDRAIL PHYSICAL REFERENCE: 90 FEET WEST OF EAST END OF GUARDRAIL AT SPILLWAY PHYSICAL REFERENCE: 140 FEET WEST OF EAST END OF GUARDRAIL PHYSICAL REFERENCE: 20 FEET WEST OF EAST END OF GUARDRAIL PHYSICAL OFFSET: 3 FEET NORTH OF GUARDRAIL PHYSICAL OFFSET: 3 FEET SOUTH OF SHOULDER EDGE PHYSICAL OFFSET: 3 FEET NORTH OF SHOULDER EDGE PHYSICAL OFFSET: 3 FEET SOUTH OF SHOULDER EDGE PHYSICAL OFFSET: 3 FEET NORTH OF SHOULDER EDGE APPROX. STATION 12+00 APPROX. STATION 14+20 APPROX. STATION 15+75 APPROX. STATION 16+65 BORING DATE: 6/28/21 NORTHING: 457562 BORING DATE: 7/1/21 NORTHING: 457549 BORING DATE: 7/1/21 NORTHING: 457498 BORING DATE: 7/1/21 NORTHING: 457532 BORING DATE: 7/1/21 NORTHING: 457550 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345912 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345491 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345693 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345856 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345948 0.0 0.0 PP MC 0.0 0.0 0.0 -0.4 -0.7 -5.0 5 INCHES OF TOPSOIL CLAYEY FINE SAND, TRACE ROUTS, TRACE GRAVEL, DARK BROWN, MOIST (SC) SILTY FINE SAND, FEW GRAVEL, TRACE CLAY, TRACE ROOTS, BROWN AND DARK BROWN, MOIST (SM) E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: NONE GROUNDWATER LEVEL UPON COMPLETION: NONE LOGGED BY: S. PANETTA (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) COORDINATES ESTIMATED WITH HANDHELD GPS 5 INCHES OF ASPHALTIC CEMENT CONCRETE -0.4 FIELD ENGINEER REPURI ED 2 INCHES OF -0.6 BROKEN ASPHALTIC CEMENT CONCRETE -1.0 5 FILL - VERY STIFF LEAN, TRACE SAND, TRACE GRAVEL, FREQUENT SILT LAYERS, BROWN (CL) -2.5 -3.5 10 MEDIUM DENSE SANDY SILT, OCCASIONAL SILTY FINE SAND LAYERS, BROWN, WET (ML) -5.0 E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 3 FEET GROUNDWATER LEVEL UPON COMPLETION: 2 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 2 1/4 INCH HSA COORDINATES ESTIMATED WITH HANDHELD GPS PP = POCKET PENETROMETER, UNCONFINED COMPRESSIVE STRENGTH - TONS/SQ.FT (TSF) UCS = LAB DETERMINED UNCONFINED COMPRESSIVE STRENGTH - TONS/SQ.FT (TSF) TV = TORVANE SHEAR TEST, SHEAR STRENGTH - TONS/SQ.FT (TSF) MC = MOISTURE CONTENT - (%) DID = DRY DENSITY - LBS/CU.FT (PCF) 9 INCHES OF ASPHALTIC CEMENT CONCRETE 9 INCHES OF ASPHALTIC CEMENT CONCRETE 7.5 INCHES OF ASPHALTIC CEMENT CONCRETE -0.6 -0.8 3 19 -1.0 �10 \ -1.0 18 -1.0 5 FILL - MEDIUM DENSE WELL -GRADED MEDIUM TO COARSE SAND WITH SILT, WITH GRAVEL, OCCASIONAL SILTY FINE SAND LAYERS, BROWN, WET (SW-SM) FILL - DENSE POORLY GRADED COARSE GRAVEL, TRACE SILT, OCCASIONAL SANDY LEAN CLAY LAYERS, BROWN, MOIST TO WET (GP) -5.0 E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 3 FEET GROUNDWATER LEVEL UPON COMPLETION: 2 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 2 1/4 INCH HSA COORDINATES ESTIMATED WITH HANDHELD GPS NO SCALE FILE: LOGS OF BORINGS.dgn -3.5 4 FILL -MEDIUM DENSE WELL -GRADED FINE TO COARSE SAND WITH SILT, WITH GRAVEL, BROWN, MOIST (SW-SM) -5.5 4 -7.0 E.O.B. 7 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 7 FEET GROUNDWATER LEVEL UPON COMPLETION: 6 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 21/4 INCH HSA COORDINATES ESTIMATED WITH HANDHELD GPS CONSISTENCY DETERMINED BY INSPECTION OF SAMPLES AND BY SOIL RESISTANCE TO PENETRATION BY JET ROD AND CASING OR AUGER. UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) GROUP SYMBOL DETERMINED PER (ASTM) VISUAL -MANUAL PROCEDURES. COORDINATES FROM HANDHELD GPS. GROUND SURFACE ELEVATIONS NOT DETERMINED FOR THIS PROJECT, DATE: 07/15/2021 FILL - MEDIUM DENSE SILTY FINE SAND, FEW GRAVEL, OCCASIONAL SANDY LEAN CLAY LAYERS, DARK GRAY, MOIST (SM) -2.5 10 -3.5 10 FILL - MEDIUM DENSE WELL -GRADED FINE TO COARSE GRAVEL WITH SAND, TRACE ASPHALT PIECES, OCCASIONAL SILTY FINE SAND LAYERS, DARK BROWN/GRAY, WET (GW) (FOREIGN ODOR DETECTED) -5.0 E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 2.5 FEET GROUNDWATER LEVEL UPON COMPLETION: 2 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 21/4 INCH HSA - COORDINATES ESTIMATED WITH HANDHELD GPS GROUNDWATER LEVELS REPRESENT THE CONDITIONS AT THE TIME THE MEASUREMENTS WERE OBTAINED AND SHOULD BE EXPECTED TO FLUCTUATE THROUGHOUT THE YEAR. GROUNDWATER LEVELS MAY ALSO BE INFLUENCED BY RESIDUAL BORING WATER. THE BORING LOGS REPRESENT POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY IMPLIES THAT THE SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT LOCATION OF THE BORING. LOGS OF BORINGS DRAWING SHEET DAVISBURG/BROADWAY RD. PAVEMENT RECONSTRUCTION of DAVISBURG, MICHIGAN 1 PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS9444111L. 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 5PFJNGFILLU CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE PAVEMENT CORES AND SOIL BORINGS SHEET NUMBER RD-1.8 O O rn ry D m U) N Q 0 p o't N L0 ory o= ~ (n co U _W NO �W �U) �U 00 N � O Z W >J wc) O Z .Q 0 J Q W 2 � UW J N N Qj c E (n co a� c— J LL W U W o > J w w w � U W U Y Z � N O Q Z M Of 0 co WH L1W� W YU z W Y U) Ir W a a° a Oa 0OL www w w W Lo z adw z ZU o z z W == Of Z = Z= rn = FE11 z == LZ Z m: W Uo U_ J (n J U > J (n IL N m J LL () a.m (n J J J J J Z J J J J J J J J J J J J J J J CO �— S O U 00 7 M Co 77 � N (O N W M O) Il co -It M- O p Z N (O (M co 7 7 Co m Co 00 M — M co M LO m_ I 1I _ co a2 co a_o a_� r I b� I� V COO OOO FIB M M M M ON M VN FIB __ M r- N N — F M I- co co p0 _ co Lf7 Lf7 I- � co O N O N _ L� O m IB + + ++ +� + + + + ++ + ++ + + + + + + F0-- o0 oEW 7 PIE? 7 7 OANAD/ F L6�F`113 _FIB _ ANNATIONAk R _FIB —FIB FIB 100-Ro AIL�/AY _FIB F\0/ —FIB — _FIB W �F/B OH FI OH FIB_ _FIB_ F� OHE OHE FIg=�� FIg ONE I FIB —FIB —O FIB_ COORDINATE WITH RAILROAD 10 FIB FOR FIB_ FOR WORK WITHIN 25 FT OF RAILS �- �F\gROVJ ONE --� FIB SX����''� ONE / 5866SBURG, YROAD I FIB—FI O=� CURB AND GUTTER, REM DAVISBURG, MI 48350 B / NO ADDRESS PIN: 07-17-178-013 — FIB — IB F\8/ ' STA. 17+50.0 i / ONE DA MI 48350 I — F ONE 6168ROADWAYROAD 610BROADWAYROAD PIN: EX RCP18"IE:960.35 RIPRAP, GROUTED, REM NO ADDRESS O` ELEC _�� _ F\8 / rGX �� DAVISBURG, MI 48350 BURIED, DITCH FL: 961.56 F + DAVISBURG, MI 48350 FIB I DAVISBURG, MI 48350 _ — — ONE PIN: 07-17 178 0O PIN: 07-17-178-007 CURB AND GUTTER, REM - _ _ _ tiF - - - - - o �- ® 1 �XGRP`IE _ PIN:07-17-178-011 r _ EX GRAVEL __ �(\8 ELEC �� �'df + +' / COLD MILLING HMA FIB 1 ® GUARDRAIL, REM �-------------- -- -cr-- =F \ + SURFACE (SYD) _ 624 BROADWAY ROAD 0" TO 2" WEDGING —� s`-J� � / B' DAVISBURG, M148350 AS REQUIRED FIB E\ EC �r /IB V F\g---*'��" E /PIN: 07-17-178-004 6208ROADWAYROAD FIO _ — FDAVISBURG, MI 48350 ——I—__� FIB634BROADWAYROAD �— -- —_--- -- PIN: 07-17-178-005 DAVISBURG, � B MI48350 /, ��r//// ///////////// /1 RB-01 �— - PIN:07-17-178016 _ EL C �EXROW iiiiiiiiiiiiiiii/i�/�� + + + + + 12 FI _ + t �� - EX ROW 1 HMA SURFACE, REM + + + + + + + ♦ + + r� " STA. 9+35.0 \ + + + + + + + + 9 11 ♦ +-r?`'± // ��'�� / \� \ \\` { + — Rot+ + + + + t ++� +. RB � + •15 + + + �'- + C —�--—EXROW — 2" COLD MILLING PAVT, REM 1'� \ \ HMA SURFACE CURB, REM 589BROADWAYROAD (SYD) COLD MILLING HMA DAVISBURG, MI 48350 \ SURFACE (SYD) — PIN:07-17-181-001 BROADWAY (DAVISBURG RD) — ELEC 0" TO 2" WEDGING 66' ROW AS REQUIRED MILLPOND i NO ADDRESS 643 BROADWAY ROAD 627BROADWAYROAD DAVISBURG, MI 48350 DAVISBURG, MI 48350 DAVISBURG, MI 48350 569 BROADWAY ROAD PIN: 07-17-253-003 PIN: 07-17-180-008 PIN:07-17-180-014 DAVISBURG, MI 48350 PIN: 07-17-181-002 W W W W W (O W W z W (D (D W (D p W (D () a 0 LU 00 a O a z � z Fn W z z a a s H m a LL 2 o 2 00 L1i = O = 00 U = 1J O Mof CLx rn W W J J O O N 't M Ln Z zo ZO W W (6 X 9f J M OM N W Z � d M Z O N (V mM O a)NpOj O (� 2 Z 0+0 co O J_ N M (h M 0 U) (fl Z Oj (n LD + 00 0+ rn Q � + cq + co o+00 m U rn Ln o +:� W — o W Ln V W p O 'IT L+ > R� w + O 0 o Q LO + w (° w + co U +LU > _ LU s O W LLj � W LU >0 W w 0 > Q _j w O w 2 U W W ul O x w �F� 6 f + + +ooe ' / FENCE, REM GUARDRAIL, REM 3 ���♦ ELEC + + ♦ R+ — \ CURB AND GUTTER, REM HMA SURFACE, REM \ I B 495 BROADWAY ROAD DAVISBURG, MI 48350 PIN: 07-17-253-004 i W Z LU J W Om M a O Q= N Q U C6L00O =w Q (LO U UU . > C', w a (� L. 00 d 6 M O co N:o2U 6 N M U ' N LL — N (O (4 Q M 00 O 00 �LO MAINLINE QUANTITIES - THIS SHEET ONLY PAY ITEM QTY UNIT TREE, REM, 19 INCH TO 36 INCH 3 EA CURB AND GUTTER, REM 182 FT CURB, REM 57 FT FENCE, REM 435 FT GUARDRAIL, REM 725 FT LIGHT POLE, RELOCATE 2 EA PAVT, REM 70 SYD EXCAVATION, EARTH 1900 CYD COLD MILLING HMA SURFACE 660 SYD HMA SURFACE, REM 2,360 SYD MAILBOX, RELOCATE 6 EA RIPRAP, GROUTED, REM 788 SYD Know what's below. Call before you dig. fi"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL t OAKL%ND COUN"IY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX SCALE: 1" = 40' CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com Q� d W Q Q� O 0z7O DUj ZC7 (n Z W Q �Z} CL a_ U) ('o O of L6 �2 W +LO (D a7 + + M 0 LEGEND PAVT, REM (SYD) SIDEWALK, REM (SYD) + + + HMA SURFACE, REM (SYD) + + + COLD MILLING HMA SURFACE (SYD) ,;;;;;;;;;;;; RIPRAP, GROUTED, REM REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD REMOVAL SHEET SHEET NUMBER R D-1.9 M x N 0 2 U ry Q O 0 O rn 0 rY m W N Q �o 0 o't N O Lf) �� o W �co _U W NO of � d co 0U c ) N � O Z � W J wc) O >co .Q J Q W 2 � UW J _0 N N Qj c'o E c- J LL W U W o > J W w LU U W 0 Z U c N o a Z O = —� YU Ofz W _ LU U J J J D U J U) O a0 a O O O 2W LW w a 0- 0 aa =w W zz U o z Of Wa E W z ZO z =W O zUQrn C C7 U UUV N 'It co N Lz J Cn J U > J (n a N N m J LL Cn a m (n J J J J J Z J J J J J J J J J J J J J J J (O S O U 00 M 00 z� 7 F_ N (O N W M b r N W 'T (O O O Z (O M W 00 m 06 064 (h M (6 C7 Uf r� r � Lp Lp I� V CO O 6) O C6 M M M 6 N M V N L6 r N N co N 00 a0 M Lo Lo I� r- 00 O 7 N O N I� 6) cl) O O O O O R W 7 7 7 7 7: 7 c0 CO � FIB _ FIB — — �FIg— -- _FIB_ CA1MD1,4� _FIB FIg—FIB--- Fig_ NAT/ONAk RA/LI FIE? / —FIB lOO'RCY FlB_ _-- F\0 —FIB—vV �'1�ig— _ — FIB_ REFER TO BREACHING PLANS, DR STRUCTURE COVER, ADJ, CASE 1 EXCAVATE DITCH TO UNCOVER END OF PIPE �I pH FIB RESTORATION PLANS, AND F� CONC PAVT, MISC, NONREINF, 6 INCH (SYD) AND PROVIDE POSITIVE DRAINAGE FIB —�pfE_ _FIg -- STRUCTURAL DEMOLITION PLANS ^- a FIB FOR PEDESTRIAN BRIDGE AND GRAVEL \1 10 CYD - EXCAVATION, EARTH ^ I B 41 FE ' / 0 7 SYD - RIPRAP, PLAIN, RCOC —FI g= �€ FIB_ PATH IMPROVEMENTS i� i � Flg_ / ONE FIB=—� OHE �Flg N� �� / / EX'`✓'�'i��1� ��� / 2" MILL & OVERLAY 586BROADWAYROAD FIB— OHE HMA APPROACH TON DAVISBURG, MI48350 SEE SHEET B-5.2 FIB— _F QED --- ��� (TON) PIN:07-17178013 AGGREGATE SURFACE FI -(P \8 _ pt WEDGING REQUIRED NO ADDRESS I CSE, 6 INCH (SYD) 12 IE: 943.2"~ B — F DA MI48350 20 SYD - RIPRAP, PLAIN, RCOC ONE 616 BROADWAYROAD 610BROADWAYROAD PIN:07 �B EX RCP 18"IE:960.35 DAVISBURG, MI 48350 BURIED, DITCH FL: 961.56 100' T %" NO ADDRESS O ELECJ� N� �Fc — F0 EX r? DAVISBURG, MI 48350 Flg I y APER DAVISBURG, MI 48350 — — _ _ _ y ONE PIN: 07-17-178-007 IB � PIN: 07 17 178 011PIN: 07-17 178 006 F GRAVEL `-�\8 ELEC ------------Ar � F, ----- - �1 f + - ENE L � .A SLOPE STAKE LINE 0 RELOCATED LP F\8 y i 624 BROADWAY ROAD _ FIB 15�.. �� STA:14+00.84 / FIB— L /— DAVISBURG, MI 48350 OFF:25.50-- / — — c) PIN: 07-17-178-004 620 BROADWAY ROAD i St� A - � � � FIQ/ � � � � t��,B \g HA- DAVISBURG, MI 48350 �� (EX CB1 ° (poi,°p° ° ° FIB --R� �� /F 16 O FIB _ 634 BROADWAY ROAD PIN: 07-17-178-005 DAVISBURG, MI 48350 1 ,� ,� o 0 0 0 0 o 6N0 0 —_ o ��" cp CB6 FI PIN:07-17-178-016 E� C '/ EXROW � v n?. 12 N ° °�°' FIB N � P.O.E. SEA. 17+50.0 - EX ROW —PROVIDE SMOOTH TRANSITION AT RAILROAD CROSSING AS DIRECTED BY ENGINEER co - u' \ P.O.B. C 1 65 - 13co STA.9+35.0 CB1 �.F CB4 N� HMA APPROACH (TON) • s< 12"-10' 12' 12" �14 \\ `. _ �\-- CBS -153 — 12"-33'' PP5' 9 — \ OL G , �, j 1 �� \ �.RELOCA LP co — CB2 495 BROADWAY ROAD 7-' `r Ste: a'1�40. EX ROW DAVISBURG, MI 48350 OW o UPPER �` \\ OFF:25.50' + / SLOPE STAKE LINE --� �% EX R 1O \ ,, \ PIN: 07-17 253 004 100, TAPER w 589 BROADWAY ROAD 2" MILL & OVERLAY DAVISBURG, 07-117-1810010 MAAPPROACH CIRTON BROAD DAVISBURG RD) ELEC 60 FT -DRIVEWAY OPENING, CONC, DET M 66' ROW i 2" MILL &OVERLAY 66 FT -CURB AND GUTTER, REFER TO BREACHING PLANS, HMA APPROACH TON EXCAVATE TO UNCOVER END OF PIPE AND � - CONC, DET F4 DR STRUCTURE COVER, ADJ, CASE 1 RESTORATION PLANS, AND 643BROADWAYROAD 627BROADWAYROAD (TON) PROVIDE POSITIVE DRAINAGE _ DAVISBURG, MI 48350 DAVISBURG, MI 48350 WEDGING REQUIRED CONC PAVT, MISC, NONREINF, 6 INCH (SYD) STRUCTURAL DEMOLITION PLANS 10 CYD - EXCAVATION, EARTH PIN: 07-17-180-008 PIN: 07-17-180-014 DAVISBURG, MI 48350 FOR DAM REMOVAL, CHANNEL 7 SYD - RIPRAP, PLAIN, RCOC PIN: 07-17-181-002 IMPROVEMENTS, AND CULVERT W Z J U W C7 0 W z W J LLI W J O < z Lu 0-1Fn z Q yj a a � a m a LL 2 0 COOD 2 co2 co_ = U Q CL o O LLJ J � ui � J � Q J U p � U � N V M � M W N U o W z CO cli 0~ LU O a' M cc (`! 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N SCALE: 1" = 40' W z z Oz J O WO JQO ~ co =Q YO U m N Q a = U U) � [n 0z= a- U O a QU M co 2 W Q \W Ur Q z zz � �Q �� Z O UZ' O=� Oof Z > z U z Wa Z6W�o of O W 6i cn O or a C' 6 N �,� Mof rn O a' + � �� O U Lfi N co U N V Ch N a' LEGEND _ oo l'? co�oio�H� allo rn o L+ c0 rn� rn W >O + + �_ W 3: Q m L+ a'Z(ns-+_- + Lo (fl + o + `°� co w L+) 00 PAVT, REM (SYD) w SIDEWALK, REM (SYD) > w O w O w + + + 11� HMA SURFACE, REM (SYD) + + + MAINLINE QUANTITIES - THIS SHEET ONLY DRIVEWAY QUANTITIES - THIS SHEET ONLY PAY ITEM QTY UNIT PAY ITEM QTY UNIT COLD MILLING HMA SURFACE (SYD) EMBANKMENT, CIP 2000 CYD HMA APPROACH 200 TON AGGREGATE SURFACE CSE, 6 INCH 151 SYD CONC PAVT, MISC, NONREINF, 6 INCH 15 SYD AGGREGATE BASE, 10 INCH, CIP, 21AA, RCOC 3250 SYD AGGREGATE BASE, 10 INCH, CIP, 21AA, RCOC 75 SYD PROPOSED HMA PAVEMENT (OVERLAY) SUBBASE, CIP 1219 CYD HMA, 3EML 491 TON HMA, 5EML 491 1290 TON PROPOSED HMA PAVEMENT (FULL DEPTH) K11111A CURB AND GUTTER, CONC, DET F4 FT UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6 INCH, RCOC 1665 FT TURF ESTABLISHMENT, THM SEED, REGULAR MULCH, PERFORMANCE, RCOC 3100 SYD PROPOSED CONCRETE PAVEMENT LLLLLLk L L L L L L GEOCELLULAR CONFINEMENT SYSTEM 2450 SY PROPOSED CONCRETE SIDEWALK e <a o PROPOSED GRAVEL SHOULDER D D D D PROPOSED RIP -RAP A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 04-T 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 COUAND COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 i 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD CONSTRUCTION SHEET SHEET NUMBER RD-1.10 Qo (M X N ❑ 2 U ry Q ry U) Z ry N O O ❑ Q U O U) CD Q U O O rn ry D m U) Q ❑ 0 L() N O 0 ry i o� N � N U) o� N U 76 LU 2O 0 I� cU J ❑ 0 N O J oU) N N ❑ Z �i J D W J i W J � N N Qj c E �co �c cna) c J I z Lu 75 Lu LJJ �z_ H J Ow Lu (D 0 U) Lu LU 0n Lu 0 Ow 0- Q Oz 0� Q n H L1J J 0 zw Q 0 L LJ Q Z_ ry J 0 ZQ O In r� 0 V Lu C� U) z0 � _ ry O n LJJ z Lu G Lu LU z_ LL J Ow L1J �e Q 0 L u U) 0 LU Lu U)0 O �j 0 Oz � Q I rr V 975 970 965 O 955 950 \ \ \ EX CB1 : 10+69.68 (-22.61') _ RIM:96 5.20 12" - S 960.90' (DR STRUI�TURE TAP, 12 INGJi) :;B1: DR STRUCTURE, 48 INCH DIA (19 6" - W - 962.50' (DR STRUCTURE TAP, 6 INCH) 14+09.69 (-19.95') 18" - E . 960.80' (EX) RIM:959.67 / �12"-S-955.94' 12" - E - 955.88' Z.: - iv - u4b.Ub EOP LEFT 3" - W - 957.20' CB4: DR STRUCTL RE, 48 INCH DIA (k) 14+20.11 (-19.84') RIM:959.65 12"-W-95637' 9450 N 00 N Lfl co N CD co o o r 0? Nco o o �� r- 00 Nt I- j N I- (� O F- j 00 00 CD � o (6 L6 Lo CD CD CD (D L6 CD L6 co L() Lo co o m M Lc m M m m rn 0)m m M 0) C� 0 0 0 0 0 0 . ui ui ui ui LL L j Li ui LL- ui LL LLi LL 940 8100 +l o 9400 +p 10-00 +: o 11-00 +so 975 w Y O o 0 rn Lo co � \ \ co m O W II II \ 0 W 970 � -� 4 i. 0 965- SEWER, CL IV 12 INCH, TR DET B 43'@0.70 a co c0 O co N co Ln C L 960 L6 00 m (D + '' '' Lo (D '' co o cy� d PVI : TA: 10+10.83 U U PVI =LEV: 965.61 U U m m K: 38.18 w w U CU\ L` IC: 150.00 m 955 O N r` U rn LL U W 8+00 970 965 •.1 955 950 O N CA LL P W 945 8+00 It 00 LLO N L6 L6 m rn 0 0 ui LL 12-00 w N � M 0 0 rn rn +So / EX GROUND L NE @ PR. EOP i 956.17 SEMI-0RCL / TOP OF STRUCT - / SLOPE STAKE LINE SEWER, CL IV, 12 INCH, TR DET B 10'(cco4.96% ` 12" I NV: )45.80 SEWER, CL IV, 12 INCH, TR DET B / 26' c@-1.00%_ 00 O Lo O N' 0') N V' N- co M M I� v i M Il- 00 co co 00 N 00 � N � M 00 N (o 00 Lf) ch 00 O O 6 O CA (A d� O d� � O C N� L6 L6 o O o 0 o CD o Ln Lo Ln � Ln o Ln o Cfl o o C° o o CD o o (j m rn m rn m rn rn rn rn o rn rn M o m m M o 0) w LL ui ui L ui LL ui LL ui LL ui L<_ u.i LL u.i LL u.i LL ui 13-00 +a0 14-00 +;40 15-00 +,%0 16-00 +a0 17-00 +;40 18-00 0 0 LLi LL 18-50 PVI STA: 14+3'.27 Q oo Lo PVI ELEV: 957.77 Lu 0 6 K: 50.74 m r rn I v(-.- --�qn nr W „ N s LOW PT. STA: 14 +22.58 N Q II > Q W o CN LOW PT ELEV: 9-0.43 o M (� U) w 0')CD0') N � bi �U / U U > U > 0.80% m m W w )( PROPOSED PROFILEce) / Lo \ / Lo r' pj \ co v ('') o _ L6 6 PVI SIA: 12+06.80 M - EX GROUND LINE 0 r rn rl- PVI ELEV: 964.62 w � PVI STA: 16+67.85 K 50.00 > ; 956.17 SEMI-CIRCL j U P ✓I ELEV: 965.91 U U LVC: 125.00 W Lu SEWER, CL IV, 12 P-CH, TR DET B� TOP OF STRUCT ' m m K: 46.20 w w � 33'@4.34% LVC: 125.00 N 00 co M O M co O L() N (o 0� It Lf) O M CV 00 = Lo a) Lo 00 N LQ N N co O N� M r- O co I- ti r- U? co O N Ln (D00 N 00 o (6 (o (6L6 I-- Lo o L6 r L6 I-- L6 � Lo Ln co N co � (A � m O O 6 O N O O It O O � I` O N 00 o Lo (M CO N Lo L6 O (6 Lo (6 (.0o 00 I� (� o> r� (.0 co rn o 0 rn o 0) 0 coco rn o 0) o 0) co (Dco rn 0)m o co co rn o 0 m o m (.0co w rn Lo o> o m Lo co rn Lo 0) (DLo a) o rn o co 0) (Dco a) 0 rn o 0 m 0 rn 0 o rn o (.0C� CD CD rn LL:m d U' U U' d U' U U' U' U' U' U' U' U' U' U' LLI Li W W W W W LL W LL W LL W W W LL W W W LL W LL W LL W W W LL W LL W LL W W W LL W LL W +50 9+00 +50 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 18+50 \ CB6: DR STRUCTJRE, 48 INCH DIA (K) 16+39.34 (22.27') \� CB3: DR STRUCTL RE, 48 INCH DIA (K) CB2: I/R STRUCTURE, 4F� INCH DIA (K) RIM:964.36 \\ 12+59.69 (16.92') 14+09 50 (13.21') 6" - NE - 958.33' \ RIM:962.94 RIM:960.92 12" - SW - 958.33' \ 6"-W-960.63' r6" 12"-VI-957.48' R"-F-PRnRT -W-958.48' / II �� 12" - E - 959.01' 6" - E 958.48' EOP RI,3HT --- � 12" - N - 957.38' � \ EX GROJND LINE @ PR. EOP CB is DR STRUCTURE. 48 INCH DIA (K) \ / 10+33.68 (19.83') \ /� -------_ RIN:964.66 - \ 6" - W - 962.00' 12" - N - 961.20' / 956.17 SEMI-CIRCL 8EVI"ER, CL IV', 12 IIVCh, I-K UE.I. B TOP OF STRL�CT / SEWER TAP, 6 INCH / 153'@ 1.00% SLDPE STAKE LINE / SEWER, CL IV, 12 INC i, TR DET B �21' d0.47% N\ I EX CB2: EX 12 STORM 16 17.92 (23.60') 65 FT - STORM SEWER CLEANOUT RIM:963.96 12" - NE - 958.23' DR STRUCTURE TAP, 12 INCH) 12" - SW - 958.23' EX) 6" - NE - 958.23' EX) N co co O (o co N(o O O oo 't Lo N N NN co M O M ('M M 00 L() N O o N ma c? o� r-- O Lo N N M r-- N M Ln It O N � Lo I- 00 CO o O - 00 Lo M 00 N O 00 00 o C.6 L6 -q L6 .4 L6 't L6 .4 4 co N O- di � m 6i - N 6i O M N-q L6 Ln (6 (D (6r� (� r` o 0 o co (D co co 0 0 o co 0 0 o co 0 (.0Ln co V) V) co V) o co o 0 0 0 o 0 o o U U U 0)LcO O O O O O O O O 0)O O O O O O O O O O O O 0)O O O 0)O O O 0)O O CA C� (D (D (D C� CD CD C� CD C9 C7 C� C9 C� C9 C� C� C� CD CD CD CD CD CD CD CD CD CD CD Li ui Li Lu LLI LLI LL LLI LL LLI W LLI LL LLI W LLI LL LLI LL LLI LL LLI LL LLI LL LLI W LLI LL LLI LL LLI Li ui LL LLI Li LLI LL LLI +50 9+00 +50 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 18+50 P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD ND WATERFORD, MI 48328 OAKLAAKIA� 248.858.0906 TEL CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CHARERTOW SH CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD PROFILE SHEET SHEET NUMBER RD-1.11 Qo (M X N ❑ 2 U ry Q ry U) (D z Q ry N O O ❑ Q U O rn U) CD Q U O O O ry m U) Q ❑ 0) N O O ry o� N � N U) O N U -6 W a) ---) Q O ry IL U) 07 (DU J ❑ N > O J ri U O cn N � N ❑ O Z Q J � W J i � W J N a) Qj c E �co �c cn a) c— J LL 10+00.00 980 980 975 I I 975 970 I I 0) co `-- �� co �� 0 I I 970 6 M O O) O �(6 0)L - _ 0.874 2.00% co C\l m co 965 I — — 965 X -- — X — w — MILL & i I ALL & 960 I DVERLAI p O ✓ERLAY I 960 SEE SHEET RD-1.15 FOR L SEE SHEET RD-1.15 FOR DETAILED GRADING J DETAILED GRADING 955 0 955 U 950 T 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 9+50.00 980 980 975 I I 975 06 00 � co w O 06 0? co co 970 m 970 965 0 Of — 965 wILL & I --Al~ MILL 8 I w DVERLAI' OVERLAY 960 I SEE SHEET RD-1.15 FOR 0 SEE SHEET RD-1.15 FOR I 960 DETAILED GRADING DETAILED GRADING � J O U 955 U) 0 955 U 950 T 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 9+35.00 980 980 975 I I 975 00 r` °ON �O 970 N O _ 0 -1.86t . O� °' W N -1.86% � � � PI 970 965 U X �� MILL 2k I I iviiLL a �_ 0 Of X 965 OVERLAY OVERLAY 960 I SEE SHEET RD-1.15 FOR 0 SEE SHEET RD-1.15 FOR I 960 DETAILED GRADING DETAILED GRADING � J O U 955 U) 0 955 U 950 T 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 11+50.00 980 980 975 975 970 �� 970 u)� '.�O VInO � -O N O _ O O V O �O cn V O ^ O 7co ,,rWW UW�O� % 5 O Cl N - "" � — 965 �r' 009 � —, 7�— A nn°i 53. 0 _ 965 960 0 960 U � J � U H 955 0 955 U 950 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 11+00.00 980 980 975 I 975 970 I I o 970 Lo M O o N O In C O N G V O — 4.00 c O Cl — pOj OO U O nm, 965 x ' _ �� �co — of — X i 965 IL I j w MILL & 960 I �LA r. 0 I MILL & 960 �0 EX. 18" -)� SEE SH .ET RD-1.15 FOR I OVERLAY DETAILED GRADING SEE SHEET RD-1.15 FOR DETAILED GRADING 955 0 955 U 950 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 10+50.00 980 980 975 I I 975 970 I I ;� E a L° 'Ito I I 970 un C6 O m f0 N 0) L6 O O O V N b. G N — — 0 — 3.44 � - — -- 0)CDC(9 .- 00c. N -.3.44 Yo -4.0 0 965 ' 965 I I ' I MILL & 0 960 I W&PILAN I 960 SEE SHEET RD-1.15 FOR J DETAILED GRADING E3 955 U) 0 955 U 950 T 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD CROSS SECTION SHEET SHEET NUMBER RD-1.12 Qo (M x N ❑ 2 U ry Q ry U) CD z Q ry N O O ❑ Q U O m rU) V Q U 0 0 rn ry D m U) Q ❑ O N O O ry o� N � N U) O N U � W O � Q O ry I U) U) co C) w ❑ O N � O w co U O cn N � N ❑ O Z Q w D W w i � W w N N Qj c E �co u, a� c— w LL 970 965 -4.0(0 -1.46% 960 Lo Lo _- 955 - x w 13+00.00 � cy)�10 M 0) co mo 44 t 1.460/2--- r O_Lo%- �12" E TM z 950 0 U � U 945 0 U 940 fi -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 975 970 I 965 960 x 955 w 1 950 945 940 5 10 15 20 25 30 35 40 45 50 55 60 12+50.00 970 - I N M Ci N n O N MC'j:V O r N O N n M I co 965 -4.o rn o �M 0.95% - 8 960 � • w 955 o U D J � U 950 0 945 fi -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 .& 975 970 965 O — w 960 — 955 12+00.00 975 970 I 965 960 x w I 955 950 945 10 15 20 25 30 35 40 45 50 55 60 C" I co o N V M OC'OO In U M J 0).(o N co OC O cMO. 33 3Y 25.p�1C�/o m o — Co L'z JAWo o I I D J O U cn Z 0 U 980 975 970 965 960 955 950 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 CAUTION: GUARDRAIL POST DEPTH OF BURY = 3'-4", >2" CLR TO TOP OF STRUCT HAND AUGER POSTS WHEN POSTS ARE WITHIN 3 FT OF CULVERT 14+50.00 OFFSET FROM CULVERT CROWN WHERE POSSIBLE 970 970 965 �E GU] .33 965 M c6 (o o C:; Nm SEMI-CIR DLE TO' I a `�� °r 4 00% __ I � � �,00°i°— ���s� � 0► STRUi�T 960 960 O — 13.81% 4.0 ° — — C I 7.22% -r 7.2� /o 2.9' I 955 �� \ 955 Of 950 i / o BE 2 FOR CULVERT I 950 0 AND HEADWALL TOF OF BANK O 945 k-In/1d1JCL BOTTGIVI o 945 U _ 940 940 940.00 �� 9g3355 S EnA�CI��E gg5 934 T/F 314 _ 934 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 ■ 5 10 15 20 25 30 35 40 45 50 55 60 970 965 960 955 950 945 I � 14+00.00 � co 0 U� L) C, O 0 r- C6 CD Lo Q1 O U C O O �cV- (o o rn O Z .00% oo o/ 00-- % cl�L i 12" STM z 0 U D J � U U) z 0 U 940 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 970 0-t 955 x w 1 950 945 940 10 15 20 25 30 35 40 45 50 55 60 13+50.00 970 I N 965 _ m .N O00 O N I rn� rn o [ -00% 4.0 -000% + 960 12" STM 955 — xLu / 950 o D J � U cn 945 0 U 940 T -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 970 965 960 955 950 945 940 10 15 20 25 30 35 40 45 50 55 60 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 047T=" 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 COUNTOAKLAND OUN"IY 248.858.0906 TEL M I C N I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD CROSS SECTION SHEET SHEET NUMBER RD-1.13 Qo (M X N ❑ 2 U ry Q ry U) (D z Q ry N O O ❑ Q U O rn U (D Q U O O O ry D m U Q ❑ O N O O ry o� N � N U) O N U -6 Lu O ---) Q O ry I U) U) �U J ❑ N � O J ri U O (n N � N ❑ O Z Q w D J i �w J N N Qj c E �co u, a� co J LL � 16+00.00 970 970 N �� Lo I (MD O C N N (D � 6 965 (0O 965 I -4. )C� -2.00% (.79% f \,03%. 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MICHIGAN CLIENT OAKLAND COUNTY PARKS _ 2800 WATKINS LAKE ROADOAKLA"' D WATERFORD, MI 48328 COUNT OUN"IY 248.858.0906 TEL M I C N I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD CROSS SECTION SHEET SHEET NUMBER RD-1.14 M X N 0 2 U ry Q s O O rn 0 m W N Q O � o't N O Lf) N � _O F- d co _U W Np � d CO 0U c) N � O Z > W J wc) 0 >z .Q J Q LL1 Uw J U _0 N N Qj c'o E c- J LL / --` - -- I jj' -, FIB 2" MILL & OVERLAY SEE SHEET RD-1.10 FOR QUANTITIES EX. 967.46 2" MILL & OVERLAY SEE SHEET RD-1.10 FOR QUANTITIES _ SLOPE PER PLAN s 2" MILL & OVERLAY WITH WEDGING — FIB —FIB 0 —FIB— FIB ELE�� — FIB FIB )<- EX. 965.56 u _ FIB\ I �Fle� EC ELE i IIIE EL / I s� .9Eta- 66 FIR_ �EX.965.59\— EX. 965.55 � FIB ems- � st IB ­000t 965.29/ �-------�965.56 \— EX. 965.22 EX. 964.87 — ' 4 2" MILL & OVERLAY SEE SHEET RD-1.10 FOR QUANTITIES 4 / 1 4 / I t 4 4 / 4 / 1 � t 4 4 4 1 4 t4 4 f4 / / f `1 4 4 4t 4 / 4` �4/ 4 1 ` f f v 4 j 4\ �/ 4 �Sl 4 glbb t 4 1 4 t J4 t4 t 4 S -J 4 t i 4 1 EOP DAVISBURG ROADWAY MAINLINE ALL HMA USED FOR OVERLAY & WDEGING PAID AS HMA, APPROACH (TON) HMA APPROACH GRADING DETAIL FIB—FI 0s% 965.19 EX.964.78 o \ LOWER TO: 964.52 `61 0 lS') N r r EX. 965.27 EX. 964.71 1 ` � \\ 966 1 1 I 1 1 1 1 1 1 \ EOP D C Know what's below. Call before you dig. A"=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD OAKI_AND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX ILLU,CHARTER TOWNSHIP SCALE: 1" = 10' CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com ENCASEMENT SHALL BE FOR CATCH BASIN(S) OR MANHOLE(S), REFER �\ TO PLANS FOR LOCATIONS 77, O %/ 0 _ MIN. _ CONC PAVT, MISC, NONREINF, 6 INCH DR STRUCTURE J 2" MILL & OVERLAY m__s WITH WEDGING CONCRETE COLLAR DETAIL SLOPE PER PLAN REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE GRADING DETAIL SHEET NUMBER RD-1.15 M x N 0 2 U ry Q cD 0 ui U z ry z LU Y Q a U O U z. o� N LOf ) -6 O 2 co _O d CA W NO co �U o� N � O z � W J w0 0 .Q o � J Q Uj 2 LU Uw J -0 N N Qj c'o E �co c— J LL / / F\8 / 963 / 962 / 060 961 � � -- — — - — — — — — — — -----�— v v •— --- — -- — — — ----- — — _— FIB F FIB x F18 FIB- IB FB i FI FI8 l 2.46 F s/ � 2 964.75 s< TC Gl 0 o st TC 964.89 Oh 6447 GU 964.39 96 CB6 3g7 s/ Gv RIM 964.36, % ENE / TC 963 g5. Gv 9g335 EX C 5 co BM #1 ,' 4 . / co ct O� 6 i V PARK ENTRANCE DRIVE INVERT GUTTERPAN TO DRAIN 3 INCH, HMA APPROACH (TON) —\\ AGGREGATE BASE 10 INCH, 21AA, RCOC (SYD; COM PAC- EX SUBGRADE DRIVEWAY SECTION Know what's below. Call before you dig. SCALE: 1" = 10' L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 COUAND COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 ail 248.846.6558 TEL 248.846.6557 FAX .. CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GRADING DETAIL SHEET NUMBER RD-1.16 M X N 0 2 U ry Q GUARDRAIL APPROACH TERMINAL, TYPE 2M "MSTK", 1 EA uo �_ 12 N =FIB 0)'J C6 FIB — — FIB F\8/ —FIB—_FIB FI _ _ GUARDRAIL APPROACH TERMINAL, \ FIB— TYPE 2M "MSTK", 1 EA FIB FIB F\ %' FIB / — / * FIB, F\B FIB FIB \ � FIB —FIB 0 0� 0 0 0 0 — FIB — F[P N CB3 + ■ ■ ■ to 0) • GUARDRAIL APPROACH TERMINAL, TYPE 2M "MSTK", 1 EA _ o(0 N _O d CA _U W �o N ry N d cq �U o� N � Z O� W J wc) 0 >co .Q J Qw _> Uw J _0 N c'o E �co c— J LL HAND AUGER POSTS WHEN POSTS ARE WITHIN 3 FT OF CULVERT & STORM SEWER, TYP GUARDRAIL TYPE MGS-8 275 FT FI FIC' FIE' • FID FIB — _ FID FIB FIE FIB FIE — _ _ / r- O O O O O O o� co J 3 ') N ++N 0 + N o � C9 Wawa mumme M _ _ "Wawa soma GUARDRAIL, TYPE MGS-8 312 FT HE p N + C-i oy F\g / F F\6 FIB F\0 � FIB 15 dQ 016 'o c5: k �0, M'# 1 GUARDRAIL APPROACH TERMINAL, TYPE 2M "MSTK", 1 EA I � \\ �� 1\ Know what's below. Call before you dig. SCALE: 1" = 20' NOTE: THE CONTRACTOR SHALL LAYOUT THE PROPOSED LOCATION OF THE GUARDRAIL IN THE FIELD PRIOR TO INSTALLING THE GUARDRAIL. THE CONTRACTOR SHALL MEET WITH RCOC TRAFFIC ENGINEER ON SITE TO CHECK AND APPROVE STAKED LAYOUT. THE CONTRACTOR SHALL SCHEDULE THIS MEETING A MINIMUM OF ONE WEEK IN ADVANCE OF INSTALLATION DATE. ALL STATIONS AND OFFSETS ARE FROM PROPOSED CENTERLINE OF ROAD TO FACE OF GUARDRAIL. L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 COUAND COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GUARDRAIL PLAN SHEET NUMBER RD-1.17 co C0 X N 2 A.COM U tY Q PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E Item Item Description Unit Total Plan Sheets SESC Sheets SPRINGFIELD TWP., OAKLAND CO. Quant Permanent Pavement Marking and Signing Maintenance of Traffic P.O.B. TO POE AS DIRECTED CONTRACT MICHIGAN RID-1.09 RID-1.10 RD-1.11 RID-1.16 P C P C P C P C P C P C P C P C P C P C 2020002 Tree, Rem, 19 inch to 36 inch Ea 3 3 3 0 3 2040020 Curb and Gutter, Rem Ft 182 182 182 182 CLIENT 2040021 Curb, Rem Ft 57 57 57 57 2040025 Fence, Rem Ft 435 435 435 435 OAKLAN D COUNTY 2040035 Guardrail, Rem Ft 725 725 725 725 PARKS 2040050 Pavt, Rem Syd 70 70 70 70 2800 WATKINS LAKE ROAD OAKL%ND 2047011 _Riprap, Grouted, Rem Syd 788 788 788 788 WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N 2050010 Embankment, CIP Cyd 2,000 2000 2000 2000 2057021 _Subgrade Undercutting, 21AA Cyd 140 0 140 140 CHARTER TOWNSHIP 2050016 Excavation, Earth Cyd 1,920 1900 20 1920 1920 OF S P R I N G F I E L D 3010002 Subbase,CIP Cyd 1,219 1219 1219 1219 12000 DAVISBURG ROAD 3027011 _Geotextile Fabric, Type NW 8 Syd 400 0 400 400 DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 3027011 _Aggregate Base, 10 inch, CIP, 21AA, RCOC Syd 3,325 3325 3325 3325 3060010 Aggregate Surface Cse, 6 inch Syd 151 151 151 151 4020987 Sewer, Cl IV, 12 inch, Tr Det B Ft 286 286 286 286 4027001 Storm Sewer Cleanout Ft 150 150 150 150 CONSULTANT 4030005 Dr Structure Cover, Adj, Case 1 Ea 2 2 2 2 AECOM 4030050 Dr Structure Cover, Type K Ea 6 6 6 6 27777 FRANKLIN ROAD SUITE 2000 4030200 Dr Structure, 24 inch dia Ea 0 0 0 0 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX 4030210 Dr Structure, 48 inch dia Ea 6 6 6 6 www.aecom.com 4030250 Dr Structure, Add Depth of 48 inch dia, 8 foot to Ft 8 8 8 8 15 foot 4030306 Dr Structure, Tap, 6 inch Ea 2 2 2 2 4030306 Dr Structure, Tap, 12 inch Ea 2 2 2 2 4021201 Sewer Tap, 6 inch Ea 1 1 1 1 4040083 Underdrain, Subgrade, Open -Graded, 6 inch, Ft 1,665 1665 1665 1665 RCOC 5010002 Cold Milling HMA Surface Syd 660 660 660 660 5010005 HMA Surface, Rem Syd 2,360 2360 2360 2360 5012013 HMA, 3EML Ton 491 491 491 491 5012037 HMA, 5EML Ton 491 491 491 491 5010061 HMA Approach Ton 200 200 200 200 5017015 Pavt, Cleaning, RCOC LSUM 1 0 1 1 6020106 Conc Pavt, Misc, Nonreinf, 6 inch Syd 15 15 15 15 8020038 Curb and Gutter, Conc, Det F4 Ft 1,300 1300 1300 1300 8020050 Driveway Opening, Conc, Det M Ft 60 60 60 60 U 0 8070004 Guardrail, Type MGS-8 Ft 587 587 587 587 L j 8070044 Guardrail Approach Terminal, Type 2M, MSKT Ea 4 4 4 4 LU = 8167011 Turf Establishment, THM Seed, Regular Mulch, Syd 3,100 3100 3100 3100 Performance, RCOC 8167011 Confinment System Syd 2,450 2450 2450 2450 REGISTRATION _Geocellular Z Q 8077050 _Mailbox, Relocate Ea 6 6 6 6 Cl 8117001 Pavt Mrkg, Cold Plastic, 18 inch, Stop Bar Ft 36 36 36 36 00 8117050 Pavt Mrkg, Cold Plastic, Railroad Symbol Ea 1 1 1 1 ry 8110154 Pavt Mrkg, Sprayable Thermopl, 4 inch, Yellow Ft 1,800 1800 1800 1800 U) (D 8110153 Pavt Mrkg, Sprayable Thermopl, 4 inch, White Ft 1,800 1800 1800 1800 Z Q8100371 Post, Steel, 3 lb Ft 70 70 70 70 lY ❑I 8100403 Sign, Type III, Rem Ft 9 9 9 9 N 0 8100405 Sign, Type IIIB Ft 29 29 29 29 o ISSUE/REVISION U 8197050 Pole Relocate Ea 2 2 2 2 _Light I 0 8130010 Riprap, Plain Syd 34 34 34 34 rn U) Barricade, Type III, High Intensity, Double Sided, U 8120012 Lighted, Furn Ea 10 10 10 10 ❑1 Barricade, Type III, High Intensity, Double Sided, Q 8120013 Lighted, Oper Ea 10 10 10 10 U of 8120026 Pedestrian Type II Barricade, Temp Ea 4 4 4 4 2022-10-13 FOR BID 0 C� 8120170 Minor Traf Devices LSUM 1 1 1 1 2021-07-30 100% DESIGN REVIEW ry 8120252 Plastic Drum, Fluorescent, Furn Ea 50 50 50 50 2020-07-24 50% DESIGN REVIEW m U) I/R DATE DESCRIPTION N > 8120253 Plastic Drum, Fluorescent, Oper Ea 50 50 50 50 Q o rI 8120330 Sign, Portable, Changeable Message, Furn Ea 2 2 2 2 KEY PLAN Sign, Portable, Changeable Message, Oper Ea 2 2 2 2 C)8120331 N 0) 0 8120350 Sign, Type B, Temp, Prismatic, Furn Sft 250 250 250 250 a) (.0 0 ry D_ 8120351 Sign, Type B, Temp, Prismatic, Oper Sft 250 250 250 250 co U) 8120352 Sign, Type B, Temp, Prismatic, Special, Furn Sft 165 165 165 165 -jU W 8120353 Sign, Type B, Temp, Prismatic, Special, Oper Sft 165 165 165 165 G- 3 6' O 0 ry 3060020 Maintenance Gravel Ton 20 0 20 20 "L U 8120100 Dust Palliative, Applied Ton 0 0 0 oN n PROJECT NUMBER 8127060 Railroad Inspection and Flagging Dlr 10,000 10000 10000 10000 w -J 60594641 oU) ZA SHEET TITLE Q w QUANTITY SHEET Q Uw J N C> E SHEET NUMBER 0 co a� c— J U- RD-1.18 L; APROJECT �� III (l ( \> \ l / / I I ) _ _ I J 1 \ I\ \\ , ._ III \ ` \\\ \ \ \ l / / I J / / —� ` l l l l I • POND DAM Rl •PART OF SECTION 17, T4N-',Ri SPRINGFIEL \ \� \ \ l I I J I III \ \ \ \ I / ,/ I / / / \ / 1 / // •:• .• . TWP., OAKLAN I MICHIGAN //l •••;•;•;•; \ \\ \ \\ \\� J ) \ I � // / / / /1 /) /I /J I I 1 \� —_��\ � //iii�'/ill/� � � •• • OAKLAND COL PARKS -i/ Z/ j�/ `/Z'-'///J �i♦ 11 .. . :11 WATKINS LAKE -•A. EXISTING EARTHEN DAM WATERFORD, MI 48328 EMBANKMENT CREST 960.00+/ kill zz- / // -- _ I J I I I l L If pi \\��.� \�\ _ .................::20_��-___ ____�-- \ III � / \./ l -•� —/ -- - 6. IN �` _1 I 1 / I I / //��/ 1 1 1 \ \ \\ .\ \ \\ \\ \ \���\\�\\\ •• / /�� /JJI— —L Ira TENNIS \� �\ �\ \ \\ l l I 1 \____ \ \\\\\\\ \.\ �r I I I III_ ►- � ) I I I � \I � (/ � \ \�' _\ �\� \\\\\ 1 / I / / ^\ _)\\\\\\\\ \„\ -1 I \.,}111 • I / / iJ I _ _ I � 111' � \ •1 COURTS - : • \\\ •,\ \\ I 1 I I 1 __ / / / I I III \ \\ \ \ � _ 1 / ( �J /%��/�/ // // /� ..: \I \I 1 1 K/ / I IF I \• —_ \\\ \ I I T � it I II ( � \I Il l L \\�� �\��\ = --��� r• \ l `\����� \--——_ — --/// / /�ii//j .ram I \ \\ 1\ f / /) / / ���_—_ �\���\�_---_ —_ — ----_ _ --- --_-�` --\� ,� JIB I( / � � \�J , `I _II � � i � _—_=— — �— —_ /��%��//�� I I 1 1 \I \I ///// /// // / • • • �-�• •..• � / I J I --_ L` � ���i(��I'�� I I I �/�/�/� �// I • .AZZ •. .• : •• 1 l—� J.— � � \ \____—r f — _\_—_ —� Jam— _ ---- _\\—� \ I \ I ' � — \�= � __— � =\\\ \ J—.J ii i//l / I I I / /// / / � I �-1 ■, ■ ■■,■ ■ ■ ,■■■• , ■ / J gin r \� \ , J—' —,0 1 .. .. o .• ! / SPHNGFIELD CHARTER TOWNSHIP co M X N ❑ U ry Q z Q J IL w LLI z Lu U m z Q J a_ W J Q Lu z w (D m U) cD z Q ry N O O 0 Q U O CA U) Q U O O rn ry D m U) Q ❑ Cn I0 N O O ry i O � N �> N U) O � N U 2U 0 IL cU J ❑ 0 � J i O (n N N ' ❑ J Dw J W J U N N 6 c E co co a� c— J LL , _ \ \--T' FI _ r �IB_FIB� - J— EQUIPMENT STAGING/ FI MATERIAL STORAGE _ AREA cFI6� I � � J \ z r 0 G w LEGEND / p � PAVEMENT BOUNDARY o o WETLAND AREA I � \ ( � I l f �0 � � OVERHEAD ELECTRIC oHE 1 J RIP RAP Q ,F EXISTING MAJOR / DAVISBURG ROA� CONTOUR LINE inn EXI/ MENT SHEET HIAWASSEE CONTOUR LINES STAGTING MINOR ING/ G/ MATERIAL �\\� 1 ( � TROUT AREA RIVE. POND FENCE LINE STORAGE AREA EDGE OF TREE AND/ CONSTRUCTION I I v OR SHRUB LINE ^^ LIMITS p PROPOSED TEMPORARY REMOVE/RELOCATE PEDESTRIAN BRIDGE AS NEEDED a ACCESS ROAD M E N N E N CONSTRUCTION FOR JOB. PROTECT DURING CONSTRUCTION AS BRIDGE _ \ FENCE SHALL BE REINSTALLED BY CONTRACTOR AT END OF J PROJECT. PROTECT EXISTING ABUTMENTS OR FEATURES ~ — p RAILROAD SOIL BORING THAT CANNOT BE REMOVED. / a vv DAM BREACHING AREA NORTH 0 60' 120' FI _ _ �0 / / / \ PARCEL # lool \\ o / 07-17-252-00341 PAR PARCEL# \/j))JFIB 07-17-t-0#05 . / 41 -� 11. 4. 4.o L /—07-17-252-016FIB FIB Fes_ o` �' \ / / / PARCEL' # r �' /'4V 41 _ I —� 07-17-20-004 B�, � PAVILION �FI13- �9s B3� F/ \8 rn --• � � � l / \ � � •v .v� w � .v w .v .v FIB _ FIB \ O �" v' F Fes— \ l l \ i _ FIB !� w v v v v v v v v v -`� p p' Oy� .1 =18 � _ _\ �►\.- — / IISYJ -FIB— FIB 78 URG RO A — I �-- � � � FIB— r � - u, w .� -- BASKETBALL FIB - FIB l 1 — FIB COURT PICNIC -FIB_ _Y Y Y Y Y Y Y Y �► Y Y �1 _ 0.00 , , EXISTING I r AREA VOLLEYBALL �� _ — `_ .� y y y y y y I T COURT HO SHOE j�—_. AREA / I \ - \ rn 1 AREA TO BE l \� — PARKING � PROTECTED BY � _ — � � o \ `\\� SHUFFLEBOARD LOT 1 CONTRACTOR \\.\ W W 7, \ EBOARD ) COURTS SEPTIC 000f' - ,Y A/ 1p / \ FIELDlp I 1 , .O GAZEBO T BE DEMOLISHED y 1V \ \ o •O I G 0 0, \ I PAVILION � OR MOVED BY CONTRACTOR I � \ TO LOCATION DESIGNATED BY \ \ \ \ HART _ OWNER 1 .p COMMUNITY 41W `W W W RESTROOMS I TENNIS �' / _ CENTER 1 COURTS / O / y W \ W I SEPTIC FIELD h AREA TO BE ` I `� '� /�'/ / y W y W y W y W y W y W y/ y W PROTECTED BY CONTRACTOR 7-� �� \. �� . \ \ \\\ �� 5.00 L \, v EQUPMENTSTAGING/ W y y \ 6, _— 94 / I PARCEL # / y y 41 lk IV W W W W W W 1 4 W l W �' 41 \ �— �\ � 07-17-253-004 / / 'MATERIAL STORAGE ill 1p 41 �� �Sp — — \\ Op AREA • O� \ — \ � 6 � GARAGE ,'� �% �- � � / 1 * .0 pp\ t� / / �✓ / I /' / .� W •: 41 IY Y 41 �Y �Y 1Y �Y �Y �Y �Y --d% �Y �Y �Y �Y �Y �Y \Y� �+•�j / \ Y L Y lY �L lY 41 Y Y W Y y Y 1 `L `: �I 1 Y �h- k � 41Y Y \ PARCEL # \ \ - - _ � ,.. 07-17-253-003 9Sp \ _ -_i / p \ u w \� \ O \ / hh. / w, w w l w/* 1p 41 u \- --� `Y w Y .v Y W I •v Y .v .v W .v .v Y/ .v W � W ` \ \ \ \ \ \ � \ / � � v- - -.v � � �" W _ W `� Y 1 'Y 1Y 11, 1Y It, 1Y �Y �Y �Y �Y 1 �Y �Y �Y 11, IV \ \ �9 \ -_- ` �� / / ' ` ��j `Y IV o Y IV �Y y I y y y 'v y 'V 'v It, It, y y y y y O-Q 41 IV IV 41 \ Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y �Y Y Y \ Jr _Y_ _ Y _ \` •/ / • y \ I IV // /Y / IV y 'V �.v I y -� y .� •Y \.� /y .� _ 1-- -�� .l' y .l' .l' .l' .l� •� �� / \ / / j `. / // �'' / y / J I I I \ — 9 5 0.0 0 IV \\L \ \ —\ \ , // •/ r�Y W / / \ 1 \ I W y y W y W y W y W I y 41 W W 4 y W y y y y y \ ' \\ \ J.V 1. IV 41IV .p I. 1. 41 1. .k l \\ �\� \ \� \ I \ Y Y Y y � W y W W y W � y W W � W y � W y y y y � �zY� y �� �✓\�- \ � \ \ � / / / / � � / ,y , J \ I \ 41 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL �TM OroND TY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE GENERAL SITE PLAN SHEET NUMBER B-1.1 20 0 T .E c>z U W 0 O 0 z Q J n J O ry z 0 U z 0 a z w 0 w 0 0 z Q z O U) O ry w J_ 0 U) (N m U) cD z Q ry 0 N O 0 0 Q U O O U) 0 0 Q 0 O m ry D m U) Q 0 CO L0 �co o r o� N N U) O � N U a w �O 0 ry cnU) qU J 0 0 O J ch U o co N � N 0 O z � J �w J w � J _0 N N Qj E J L.L \ J EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH OAKLAND COUNTY RULES & REGULATIONS FOR SOIL CONTROL AND SUBMIT A SCHEDULE OF SOIL EROSION ACTIVITIES TO THE LOCAL ENFORCING AGENCY PRIOR TO ANY l 0 EARTH CHANGE AND AFTER RECEIVING A NOTICE OF COVERAGE AND \\ \`, I a w LEGEND COMPLIANCE. � / o 0 PAVEMENT BOUNDARY WETLAND AREA o I 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CATEGORIZED AS INITIAL, INTERIM, AND FINAL MEASURES. INITIAL 1 \ \ \ \ / OVERHEAD ELECTRIC OHE MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY MAJOR SOIL l \\ 1 EXISTING MAJOR RIP RAP DISTURBANCE ON THE SITE, AND SHALL BE LOCATED AT AND ADJACENT \ f �F DAVISBURG ROA� CONTOUR LINE NORTH TO AREAS THAT WILL BE DISTURBED AT THE START OF CONSTRUCTION \ `I _ EXISTING MINOR EQUIPMENT 0 60' 120' (TEMPORARY ACCESS ROADS, ACCESS ROAD ENTRANCE/EXIT POINT \ \ 1 \ \ SHEET HIAW/SEE TROUT CONTOUR LINE RIVEfSTAGING/ MATERIAL\\\\\\ `1 \\ / I � FROM THE SITE, AND DOWNSLOPE OF THE EXCAVATIONS AT THE DAM). � � r � � ; / � �� AREA POND SILT FENCING - — — — — — — — - STORAGE AREA INTERIM MEASURES SHALL BE APPLIED TO AREAS THAT WILL BE 1 ` TURBIDITY BOOM . DISTURBED AS CONSTRUCTION PROGRESSES (DOWNSLOPE OF SOIL I , I f I o 16 CONSTRUCTION oU oU o r DISPOSAL AREAS, STOCKPILE PERIMETERS). FINAL MEASURES SHALL BE EDGE OF TREE AND/ � � , , � Q � OR SHRUB LINE • • • ^^ ENTRANCE APPLIED UPON COMPLETION OF CONSTRUCTION, AND MAY CONSIST OF / r 1 I 0 MAINTENANCE AND UPGRADES OF PREVIOUSLY PLACED INITIAL OR I l INTERIM MEASURES. \ \ \ I ) w p a PROPOSED \ \ \ \ \ _j_ MENNEN ACCESS ROAD 3. ALL INITIAL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO \ 1 r `\ \\\ RAILROAD BE INSTALLED PRIOIR TO ANY MAJOR SOIL DISTURBANCE, AND IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION ? l IS ESTABLISHED. 4. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL \ i I� / \ \ J l J��11/�//��j IMMEDIATELY RECEIVE TEMPORARY SEEDING AS SPECIFIED IN SPECIFICATION SECTION 32 90 00. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE DISTURBED AREAS SHALL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF 2 IB_ \ ( ' EQUIPMENT STAGING/ \ J 1 �r 1 I rr fJJ Ir J I TO 2.5 TONS PER ACRE. FIB_ F� \ � - MATERIAL STORAGE \ - / � �� � f J J I —F AREA I f J J J r 5. THE CONTRACTOR SHALL INSPECT ALL TEMPORARY & PERMANENT EROSION CONTROL MEASURES WEEKLY &IMMEDIATELY (WITHIN 24 Fi �) �\g J� HOURS) AFTER A SIGNIFICANT RAINFALL EVENT. ALL MEASURES IB _FIB I / I ' , I o REQUIRING MAINTENANCE REPAIR OR REPLACEMENT SHALL BE FI CORRECTED IMMEDIATELY AT NO ADDITIONAL COST TO THE Fig_ IB — — — (� �K l / o, GOVERNMENT. °' _ J 6. IF UNFORSEEN EROSION OR SEDIMENTATION PROBLEMS ARE ld ° - CONSTRUCTION ENTRANCE (SP-9) IDENTIFIED; THE CONTRACTOR SHALL TAKE IMMEDIATE MEASURES TO 1 F -0 Fes STABILIZE THE AREA AND CONTROL THE PROBLEM. THE CONTRACTOR SHALL ALSO NOTIFY SPRINGFIELD TOWNSHIP. THE CONTRACTOR SHALL 1 TURBIDITY BOOM AT o L _ IMPLEMENT ANY ADDITIONAL MEASURES REQUIRED BY SPRINGFIELD � TOWNSHIP. DOWNSTREAM LIMITS / F Fig 00 FI I FIi3- �s �O, co FIBS �FIB� _FIB O 0)\ FI FIB— J 7. ALL SUBGRADE SLOPES SHALL BE TRACKED PERPENDICULAR TO THE — FIB -F���`ri -- / o FIB SLOPE TO AID IN EROSION CONTROL OF SLOPED AREAS. 00 4 -FI 901 8. CONTRACTOR SHALL FENCE OFF AND PROTECT TREES/AREAS _ , , DESIGNATED BY SPRINGFIELD TOWNSHIP. ,� B� GROAp FIE 1 FI r pp,V�S_ �I ) BASKETBALL B _ _.pBzzzz::�- _ -� l 9. THE LOCATION OF ANY STOCKPILES SHALL BE DESIGNATED BY _ �o L EXISTING 1 I \ r COURT PICNIC SPRINGFIELD TOWNSHIP PRIOR TO CONSTRUCTION. THIS AREA SHALL 1 960 _ _ _ - '� SPILLWAY 1 I % 1J AREA �OLLEyBqLL - - BE ENCLOSED BY SILT FENCE A REASONABLE DISTANCE FROM THE TOE ' , i \ 1 1� 1 COURT HORSESHOE- / \ OF SLOPE UNTIL SUCH TIME IS USED. AREA �\�� � J / � / � / / � / 10. A CRUSHED STONE, STABILIZED CONSTRUCTION ACCESS PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS A - SILT FENCE (SP-2) � s, PAVED ROADWAY. SAID PAD WILL MEET THE REQUIREMENTS OF THE — — AREA TO BE / TEMPORARY CONSTRUCTION ENTRANCE DETAIL ON SHEET B-1.3. 0s 1 , PARKING PROTECTED BY - 11. STREET SWEEPING AND DUST CONTROL SHALL BE THE CONTRACTOR'S I 1 00 , LOT 1 CONTRACTOR SHUFFLEBOARD / o I \ RESPONSIBILITY AS DESCRIBED IN THE SPECIFICATION. I \ COURTS �j SEPTIC \ \ - / o \ Irl FIELD- 12. ALL DRAINAGE DITCHES ARE TO BE STABILIZED WITH EROSION CONTROL BLANKET; DRAINAGE DITCHES STEEPER THAN 3% ARE TO BE / �♦ �� I \ r 96 IV IV- -� SODDED. 1 ♦ \ \ FIB i �3� 000 13. SLOPES STEEPER THAN 1V:4H (25%) LOCATED WITHIN THE DAM o' 011, BREACHING AREA ARE TO BE STABILIZED WITH EROSION CONTROL / - �y y ��\ \ ♦� 9600 I �o cloll BLANKETS PER SECTION 3125 00. / - IV y y y y �\ \ ♦ o (.0, /�� y y y y y y y�; . ♦� o�, I TENNIS HART 14. ALL WETLANDS NOT LOCATED WITHIN LIMITS OF DISTURBANCE SHALL y y y y y y y y y y ` 1 \ \ ♦♦ I COMMUNITY I I COURTS BE PROTECTED WITH SILT FENCE AND SHALL NOT BE DISTURBED. y y y y y y y y y y\ I \ CENTER I 15. CONCRETE RUBBLE MAY BE SALVAGED AND USED FOR TEMPORARY V y y y y y y y y y y y y y I ./ J y y y y y y y y .y y y y y EROSION CONTROL, BUT ALL METAL SHALL BE CUT FLUSH AND y IL y y y y y y y y DISPOSED OF OFF -SITE. l y y y y y y y y y y y y y \\ \� \ / I I♦` I 1 y w .v w --y �y\W •Y y y y y y y \\ \ �$t — 5 00 ♦ I 16. FINAL SOIL EROSION CONTROL MEASURES, PLANTINGS & SEEDMIX FOR ly y y y y y y y y y y y y y y y �\ SO � � 94 I \� \ L — low 00 ALL SLOPES, WETLANDS, OR DISTURBED LAND AREA SHALL BE l y y y y y y y y y y y y y y y y y y y y y y y y y y y y `� �s �- 0 COMPLETED WITHIN FIFTEEN (15) CALENDAR DAYS AFTER FINAL \1 0 \\ 0 �> „ ♦ EQUPMENT STAGING/ GRADING OR FINAL EARTH CHANGE HAS BEEN COMPLETED. SEEDING, y y y y y y y y y y y y y y y y 9 Oo, \ \ 96 GARAGE 0 y MATERIAL STORAGE COMPOST, AND MULCHING REQUIREMENTS AND SPECIFICATIONS ARE y y y y y y y y �y y y y y y y `S� \ - 00 \ _ �' �\ AREA y y y y y y y y y y y y y y y y 00 \ f \ PROVIDED IN SPECIFICATION SECTIONS 32 90 00. y y y y y y y y y y y y y y y y .\ ,\ \ �''� 9s I 1 \ S OO\ 17. AT COMPLETION OF CONSTRUCTION ACTIVITIES OR UPON REQUEST FOR ' y y y y y y y y I �- W C y y y y y \ - < REVIEW, SUBMIT INSPECTION LOG BOOK TO THE COUNTY AND y y y y y y y y y y y L� y y y y y y \ 00 SPRINGFIELD TOWNSHIP. y y y y y y y y y y y y y y y y y y \ 0 ♦ h� w w y y y y IV IV y y 7 0 y IV IV y y \ \ ` ♦` / moo moo � \y y y y w y y w y IV y y y �1�/0 y y IV y y . \ \ \ \ �_ ago SILT FENCE (SP-2) y y y y y y y y y y y y y y y y y •L y y y y y y y y y y y y y y y y y y \ \\\ _ 19,50 � y IVy y y y y y y IVy y IVy y y y y y\\ \ 00O \ \\ \ w w y y y IVy IVy y y y y y y y y \\ y y y y IV IVy IVy y y y y ly y y y y y \ y .Y y W96 �I[ .v IV IV 1. 6 \ y y y y y y y 01Q_ y y y y y y y y y y y y y y �y y y�� y •• _y y— L \ \ ... --�...., y y •Y y y y y y y y y y y y y y y y �`� y y y y y y y �\\ \ I y \y y y y y y y y y y y y y y y y IV y— IV/—y �.y y y y y y y y y y y y y y y y y y y y y y y y �L '� y y y y \ •L y y y y y y y y y y y y y y y y y —950.00 / y / \ y y •Y y y .y .y y y y •Y y y y y y y y y y y y y y `!� y y \ \ J / `' i' I I 1' L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M" C "' G ^ " CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE SOIL EROSION AND SEDIMENTATION CONTROL PLAN SHEET NUMBER B-1.2 co M X N ❑ 2 U ry Q 0 0 vj J Lu z 0 U) 0 Lu J_ 0 U) co co U) cD z Q ry N 0 0 0 Q U 0 rn U) cD Q U 0 0 rn ry D m U) Q ❑ L0 N � ry U) 0� N � N U) O N U 2� 0 0 I� U)U) caU J ❑ 0 � J c4 U o cn N oZ �i J D W J i W J U N N 6 o E f�co c co c 2J ILL —III—Ili EROSION CONTROL BLANKETS TOE —IN BLANKET 8" STAPLING PATTERN PER MIN. AT TOP (TYP. MAN UF. BOTH SIDES) --,RECOMMENDATIONS SOIL EROSION CONTROL SE48 / EROSION CONTROL BLANKETS A NOT TO SCALE PROPOSED CHANNEL TOP OF BANK PROPOSED CHANNEL TOE OF BANK PLACE SAND —FILLED BULK BAGS, — AS NECESSARY, TO BACKWATER EXISTING POOL A AL B-1.3 PROPOSED CHANNEL TOE OF BANK "? PROPOSED CHANNEL 0° I TOP OF BANK m TRAP DETAIL 6" MIN. OF MDOT 21 AA NON—WOVEN GEOTEXTILESEDIMENT AGGREGATE OR SIMILAR FABRIC ED)-l NOT TO SCALE 20� EDV1 S ATP2H BULKBAG COFFERDAM CROSS SLOPE 3% OR FLATTED FILL AS NECESSARY BETWEEN AGGREGATE HEIGHT AND WIDTH WILL °0 ��Oo\A 0 0 o_Uo6O 16 AND GEOTEXTILE VARY WITH CHANNEL -- SHIAWASSEE RIVER BED 0 CONDITIONS NO EXCAVATION BELOW / /�\ ��\ /�\ '7nWNFR PRE —DAM RIVER BED WITH( APPRC)\/AI L— 6" MIN SECTION A —A ORIGINAJc-J GROUND TEMPORARY SE50 CONSTRUCTION ACCESS NOT TO SCALE NOTE: CONTRACTOR TO INSTALL TEMPORARY CULVERTS AS NECESSARY TO ACCOMMODATE SEAPS AND TRIBUTARIES. MATCH ELEVATION _ SLOPE AWAY FROM ROAD FOR 5' OF TOPPA�FEAlTING NON —WOVEN GEOTEXTILE FABRIC LNG PEX�SAVEMENT - 10, = 6" MIN. OF 1 "-3" CLEAN WASHED STONE pR � •4-�-�ER � ---- oP Oo �o C3��� o — 12" MIN. JOIN DETAIL EXCAVATE TO CONFORM TO PAVEMENT OR CURB, JOIN DETAIL --- I _ ED ROADWAY TAPER AT ALL EDGES 6" MIN. 1 "-3" CLEAN WASHED STONE Uo°D 20' RAIDI ti//V 90 00000° HBERM, HEIGHT BY 36" o° - 0 _ WIDTH K000(�Y)00(0 �00Go 0000 0o°OOo)0 Ooo0o0 00 00°�°0�0 0O0 0000 0000 00000 0� o � o000�O000 �OnOOo ��g 0� �0� �0 oO�C 0 sloo,0 °0\°OC 0000 0 000 Ot 0�000 OO0000 000 000 o00O o�C O d000c c A 0 0 PERSPECTIVE 6" MIN. OF 1 "-3" CLEAN WASHED STONE 12" T NON —WOVEN GEOTEXTILE FABRIC TAPER 2 EDGES V CROSS SLOPE —3% OR FLATTER \Ooo OOo 00 O OHO&On v°(� / �\\ iw\ ice\ — 6" MIN SECTION A —A ORIGINAL GROUND TEMPORARY SE)0 CONSTRUCTION ENTRANCE NOT TO SCALE I*] A SEDIMENT TRAP DETAIL NOT TO SCALE w3: w = O 0 LL_ lIP:=ii�iisilli11 111 .1�I GEOTEXTILE FILTER SILT FENCE JOINT, FABRIC REFER TO VIEW B—B SHIAWASSEE RIVER MI II I/MAn D MATERIALS OB SEDIMENT TRAP DETAIL NOT TO SCALE w o GEOTEXTILE FILTER FABRIC COMPACTED FASTENED ON UPHILL EARTH A7 SIDE RIDGE OF COMPACTED _ _ _ _ _ _ I TOWARDS EARTH ,+ EARTH r ' ON UPHILL SIDE OF `1111111111Ii 1111111111�-1111 DISRUPTION I GEOTEXTILE T, FILTER FABRIC (UNDISTURBED � FPOST q UNDISTURBED � I VEGETATION VEGETATION'�y 'X,/ ///i/i/i/i/i/i/i/i PLAN VIEW%��:�������:�� Z• ��� ��i\��i\��i�. REFER TO M.D.O.T. SOIL EROSION & SPACING PER MANUF. SEDIMENTATION CONTROL MEASURES R-96—B 1j 1j II I I (GEOTEXTILE FILTER I I FABRIC 1 1 l �I 1rtII 1—III z -6" ANCHOR v v TRENCH v FRONT VIEW SOIL EROSION CONTROL SE26 GEOTEXTILE SILT FENCING NOT TO SCALE INSPECTION AND MAINTENANCE: SEDIMENT BARRIERS: 1. SILT FENCE SHALL BE INSPECTED AND REPAIRED IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL (EQUAL TO OR GREATER THAN 0.5 INCHES/24HR) AND DAILY DURING PROLONGED RAINFALL. OTHERWISE, INSPECTION SHALL BE WEEKLY, AT A MINIMUM. 2. SEDIMENT SHALL BE REMOVED FROM THE UPSTREAM FACE OF THE SEDIMENT BARRIER WHEN IT HAS REACHED A 1/3 DEPTH OF THE BARRIER HEIGHT. 3. REPAIR OR REPLACE BARRIER (FABRIC, POSTS, BALES, ETC.) WHEN DAMAGED. 4. IF THE SILT FENCE DRIFTS FROM ITS INSTALLED LOCATION OR BECOMES PARTIALLY SUBMERGED, REPAIR SHOULD BE IMMEDIATELY UNDERTAKEN. 5. REGULARLY REMOVE ANY COLLECTED DEBRIS THAT IMPEDES THE FUNCTION OF THE FENCE. \ \ \\�/\\ 6„X 6„ ANCHORING TRENCH SECTION A —A SILT FENCE B SILT FENCE A GEOTEXTILE FABRIC SHALL BE WRAPPED AROUND EAC H VIEW B—B FENCE POST SILT FENCE JOINT STABILIZED CONSTRUCTION ACCESS: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED IMMEDIATELY. 2. WHERE ACCUMULATION OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE REQUIRED TO CLEAN PAVED OR IMPERVIOUS SURFACES. ACCESS POINTS TO THE WORK AREA SHALL BE CONTROLLED. Aim=wCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE SOIL EROSION DETAILS SHEET NUMBER B-1.3 Qo (M X N ❑ U ry Q a - a Q U U n3 c a� E m ca c o 0 w C� U) w_ > z Q J 11 0 z U Q w ry m Q N m U) z Q ry N O O 0 Q U O Cn U) cD Q U O O a) ry D m U) Q ❑ Cn L0 N O O ry o�N � N U) O N U °' o 0 ry IL cU J ❑ 0 � J i cU) N N ❑ oa J w D > J w J U N �6 c'o E �co �a c— J LL z FIR_ w LEGEND FIB ° PAVEMENT BOUNDARY WETLAND AREA w � OVERHEAD ELECTRIC OHE L 1 F,B O_—KIRBY LAKE EXISTING MAJOR EXISTING \ DAVISBURG ROAD CONTOUR LINE RIP RAP EXIHIAW�SEE CONTOUR LINTING E PROPOSED SHEET TROUT PROPOSED MAJOR soo _FIB AREA RIVER POND FENCE LINE n CONTOUR LINE �( PROPOSED MINOR — '�/B EDGE OF TREE AND/ CONTOUR LINE NORTH 0 20' 40' _ �F!g_ v OR SHRUB LINE ' ' ^^ FI --- o TEMPORARY �F,g \ — — _ ��`� p ° RAILROAD CONSTRUCTION —Fjg— __ _ _ w a FENCE EXISTING GUARDRAIL " " " ° J FIB_ — �;-1g_ � _ — — I I / p � FIB UTILITY LINE FIB OHE OHE 0 � -FIB— OHE FIB OHE _ _ FIFs FIB OHE —� _FIB \ —FIB OHE OHE _ _FIB I �F\0i \ � � Fie- � OHE-� � / � \ \ FIBS— OHS ?iH- I _Flg / \ FIB—�� t —IOHE _F'IB ' F\8/ \— OHE _FIB _FIB F\8 F FIB ' d FIB — SIDEWALK CLOSED FIE3�— /F\0 \ \ r FIB \ �r O,ZF FIB �i \ ) ---- \ p F\0- _ RB o, FIBS— i ------ o / EXISTING EROSION PROTECTION �o /B� Fig -- SIDEWALK CLOSED 1 I REFER TO SHEET B-2.2 / %\ �'� \Flg� FIB— — _ mac` cCI � I FOR SECTION B B h'F -FIBS l � � FIB \ �O- F\ate J J \ s FIB --FIB— - FIB FIE? FIB��FIB— \ \ Flb- \ IB IE ID FIB- — o FIB FIB uc5�j✓ ,� c� �F►E3= 0 FIB 5 FIB00 F �Uc5�Ci�Ci�O�' w J A Ig g \ / F \ \ \\ - _ � CONSTRUCTION FENCING � BURG ROPp \ i y \15- EXISTING 36" CMP CULVERT'X� _�I " — — — — — \ CONSTRUCTION ACCESS \ —DEWATER THROUGH _ --- / \ ROUTE \ I EXISTING CULVERT i X k I 60 O - Elr — / REFER TO SHEET B-2.2 l l — - ____------- - ,' ♦ , FOR SECTION A -A �\ FULLY OPEN SLUICE GATE. /— �. INVERT WILL BEAT 955.50' � I y \ / J7 SELECTIVE DEMOLITION OF \ \ \ EXISTING INTAKE STRUCTURE TO DEWATER IMPOUNDMENT \ \ \ y\ I / TO FACILITY PROPOSED CHANNEL CONSTRUCITON. MAXIMUM DAM BREACHING SEQUENCE DEWATERING RATE ALLOWED APPROXIMATE STARTING WSE I IS 1.00' PER DAY \, STAGE 1: I AT BEGINNING OF BREACHING 1 1 OPERATION. WSE=-956.10' 1. FULLY OPEN SLUICE GATE = INVERT AT 955.5' 2. CONSTRUCT ACCESS ROUTE ALONG SOUTH/ WEST SIDE OF MILL POND PARK, PER PLANS. / 1 \ \ 3. INSTALL SESC MEASURES AROUND ACCESS ROUTES AND EQUIPMENT/MATERIAL STORAGE AREAS. / 4. CONSTRUCT ENGINEERED RIFFLE AT THE EXISTING RAILROAD BRIDGE. SEE SHEET R-1.4. ��. 5. INCREMENTALLY DEMO THE SLUICE GATE FRAME/SHEET PILE TO I I o APPROX. 950.51 I 6. CONSTRUCT SEDIMENT TRAP IMMEDIATELY UPSTREAM OF OUTLET. I I 7. AS WATER LEVEL LOWERS IN THE POND, START CONSTRUCTION OF FURTHEST UPSTREAM RIVER CHANNEL (APPROX. STA 28+00 TO 25+00) I OFF LINE, BUILDING UP CHANNEL AND FLOODPLAIN GRADES AS SHOWN IN THE PLAN. START EXCAVATION OF RESTORED CHANNEL IN I PROPOSED ALIGNMENT DOWNSTREAM, WORKING UPSTREAM TO _ \ DOWNSTREAM. 8. MONITOR AND EMPTY SEDIMENT TRAP AS NEEDED TO MANAGE SEDIMENT TRANSPORT DOWNSTREAM. \ \ 9. WORKING FROM UPSTREAM TO DOWNSTREAM, INSTALL ENGINEERED I \ \ \ RIFFLES TO MAINTAIN CHANNEL GRADES AND PREVENT HEADCUTTING \ I \ UPSTREAM. SEE SHEETS R-1.1- R-1.4. 10. PLACE EXCAVATED MATERIAL IN DESIGNATED AREAS. A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OIL'D WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING PLAN VIEW STAGE 1 SHEET NUMBER B-2.1 Qo (M X N ❑ 2 U ry Q a ca c co U O ^L LL w 0 Q rn w > w J_ LL 0 ry a_ 0 z U Q w ry m Q N N m U) 0 z_ Q N O O 0 Q U O rn U) CD Q U 0 0 m ry D m U) N Q a N � N CD O � N O a)co o� Q-3: cnU) JU w rn0 �ry o� �U) N U O 0 N 00 (Du) w_ �o �z O< >-w Q> � J N N Qj o E �co N 2 co J LL SHEETPILE AND CONCRETE 960 STARTING WSE _-956.1' ) STAGE 1 TOP OF GRATING ONCRETE WALLS SELECTIVELY DEMOLISH INTAKE STRUCTURE DURING INCREMENTAL DRAWDOWN STAGE 1 O O > N W SHEETPILE AND CONCRETE RT = 950.45' WSE = 950.45' ACHIEVED DURING INCREMEMTAL DRAWDOWN STAGE 1 SECTION A —A EXISTING PROFILE THROUGH INTAKE STRUCTURE (REFER TO B-2.1 FOR PLAN VIEW) H/VRATIO =5:1 FTl O < Q r+ O 970 •m 950 940 —0+30 SLIDE GATE STARTING WSE =—956.1' STAGE1 WSE = 950.45' ACHIEVED DURING INCREMEMTAL DRAWDOWN STAGE 1 0+00 TOP OF CONCRETE WALL TOP OF GRATING SPILLWAY 36" CMP \ INVERT OF 36" CMP (EL. 948.20') RIP RAP INVERT OF 36" CMP (EL. 950.45') 1+00 SECTION B—B EXISTING PROFILE THROUGH DAM (REFER TO B-2.1 FOR PLAN VIEW) H/V RATIO = 5:1 LEGEND EXISTING GROUND SURFACE CONCRETE BOUNDARIES INITIAL DEMOLITION TO ELEVATION 950.5' [STAGE 11 970 950 940 1+50 W PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM PROFILE VIEWS SHEET NUMBER B-2.2 co M X N ❑ U ry Q C� 0 N w c� U) w z Q J IL 0 z _ U Q w ry m Q M m U) cD z Q ry N O O 0 Q U O O U) Q U O O rn CD ry D m U) Q N ❑ �I o� N � N O O N O �ry o� CLU) mU _jw J 3 EL i U) N � z J wU �U) z U5 J �w Uw J N N Qj > E a� c— J LL FIR_ _FIBFIB - - 1 — FIB_ —Flo z 0 p G, ul 0 0 o Q KIRBY LAKE o SHEET p� AREA ` 0 �\ DAVISBURG ROA� HIAW�SEE RIVET; TROUT POND LEGEND PAVEMENT BOUNDARY WETLAND AREA OVERHEAD ELECTRIC oHE EXISTING MAJOR RIP RAP CONTOUR LINE EXISTING MINOR CONTOUR LINE FENCE LINE If TEMPORARY CONSTRUCTION EDGE OF TREE AND/ NORTH 0 20' 40' — — OR SHRUB LINE FENCE FIBS \ F/g_ Q _ FIB _ p RAILROAD FIB >- v FIB — _ J EXISTING GUARDRAIL ^ ° FIR_ \ p FIB UTILITY LINE FIB 'FiB o'er OHE DAM BREACHING SEQUENCE \ FIB F1 gFIB_ I STAGE 2: Oj FIR 1. CLOSE DAVISBURG ROAD AND START CONSTRUCTION OF COFFERDAM OHE- , _FIB UPSTREAM OF EXISTING DAM. BEGIN REMOVAL OF ROAD SURFACE TO TOP OF FIB ��-- � EXISTING OUTLET CULVERT (APPROX. 954). — — FIB_FiR 2. PERFORM SOIL BORINGS AS NEEDED FOR COFFERDAM DESIGN AND REQUIRED �I�—�_ .��_old _Flg_ / BORINGS FOR EVALUATION OF CULVERT FOUNDATION CONDITIONS. BORINGS r' � ow BYPASS PUMPS F\e MAY BE PERFORMED AT ANY TIME FOLLOWING CLOSURE OF DAVISBURG (1) 2500 GPM BASE FLOW PUMP (ELECTRIC) FiB SIDEWALK CLOSED VO ROAD. /� �\ B (1) 2500 GPM BACKUP PUMP (ENGINE DRIVEN) \ _�Ig 3. START CONSTRUCTION OF COFFERDAM UPSTREAM OF EXISTING DAM. -1,-� \ ~�Fit�_ � F\g 4. CONSTRUCT DOWNSTREAM ENERGY DISSIPATION STRUCTURE FOR BYPASS (1) 500 GPM DEWATERING PUMP (ELECTRIC) PUMPING OUTLET. 5. CONSTRUCT PUMP INTAKE STRUCTURE IN THE IMPOUNDMENT. INTAKE LINES \ \ FIB \ USE A GLOBAL PUMP / / TO BE ADEQUATELY PROTECTED OR COVERED TO ALLOW FOR CONSTRUCTION RIPRAP ENERGY DISSIPATOR _ o, ��I SOUNDGUARD ENCLOSURE TRAFFIC. 1 FOR BYPASS PUMPING / ' I \ \ SEE B-3.2 FOR TYPICAL DETAIL \ _ F\ '� Q FOR N REDUCTION B FIR \ \ \ _FIB FIB S /------- _ V"� t\8� IBA FIB g- SIDEWALK CLOSED 1 REFER TO SHEET B-2.2 O F\gam/ R Fi� _ �FIg FOR SECTION B-B / I v ��n iB— ���IB �Flg_ CLOSE DAVISBURG ROAD — FIB, \ \ �O _ IC� FIB—�/F\g J J� O /� �/ AND BEGIN REMOVAL OF ROAD ® FIB FI \ Fib IB F—D —C IB FID FIB- o _ U�b SURFACE AND EARTH ABOVE / B�Fig. \ \ \ —FID B EXISTING STRUCTURE — EXISTING EROSION J FIB Sop \ PROTECTION o --- ` o FIBS__ , J c 4& �__ o off' � FI \ \� x� 959.48 \ REMOVE EARTHEN EMBANKMENT TO Xy y / 00 ELEVATION 954', JUST ABOVE EXISTING 0 36" CMP. 05 x� 960.46 REFER TO SHEET B-2.2 xq 959.55 FOR SECTION A -A ---- = - - - ------------ \ / 1 RIPRAPSUMP FOR BYPASS \� \ I / \ PUMPING SEE SHEET B 3.2 INSTALL SHEET PILES UPSTREAM APPROXIMATE STARTING WSE OF EXISTING STRUCTURE \ \ AT BEGINNING OF THIS STAGE CONTRACTOR TO PROVIDE \ \ \ \ WSE=-951.3' �� COFFERDAM DESIGN TOW ELEV: 960.00 APPROXIMATE STARTING WSE \ \ o \ \ \ ` AT BEGINNING OF THIS STAGE WSE=-951.3' \ \ \\ \\ \ /' I 1 \ \ \ ifi \21 . ......... - -- CD_ _ fi"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS *4441&7- 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX .. CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING STAGE 2 PLAN VIEW SHEET NUMBER B-3.1 m U) (D z Q ry 0 N O O i 0 Q U 0 rn U) U 0 Q U 0 O rn ry D m Q N n I o� co N g N m O m N O co -0 W' _O H J `u1 � O �ry �o w U) oU N � N � O O N > Z J v w �D r j Qo 3:z uj J � W _> Uw J _0 N N Qj c'o E J L.L ■lnII Ia7I'm In WIN �r0r wr PUMP INTAKE SUMP TYPICAL DETAIL NOT TO SCALE PROPOSED MDOT PLAIN RIPRAP PROTECTION (6"-18 \ 36" THICK AT 1:1 SLOPE EXISTING GRADE "00 PROPOSED MDOT PLAIN RIPRAP PROTECTION (6"-18") 36" THICK EXISTING GRADE %TER ELEVATION IN IMPOUNDMENT IDE SLOPE OPTIONAL TONE PROPOSED MDOT PLAIN RIPRAP PROTECTION (6"-18") 36" THICK AT 1:1 SLOPE PROPOSED CRUSHED STONE BEDDING PROPOSED MDOT HEAVY RIP -RAP PUMP DISCHARGE ENERGY DISSIPATOR TYPICAL DETAIL NOT TO SCALE L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX .. , CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING STAGE 2 DETAIL SHEET NUMBER B-3.2 co M X N ❑ U ry Q a - a Q Y U U (0 c E ca c co a� 0 F'R F/ � LEGEND 0 ---- \\ - _ HB � � PAVEMENT BOUNDARY WETLAND AREA FIB_ ` /� 1 OVERHEAD ELECTRIC oHE O_ RIP RAP _`'B — — O �F DAVISBURG ROAD EXISTING MAJOR _ onn \ - � CONTOUR LINE _ h'B— EXISTING MINOR �— I SHEET HIAWASSEE CONTOUR LINES PROPOSED MAJOR eoo \ — �=TROUT FENCE LINE ,; CONTOUR LINE F \ � IB_ RIVED p� AREA POND CPROPOSED ONTOUR LINE OR EDGE OF TREE AND/ OR SHRUB LINE ' ' ' ' ' ' ' ^^ TEMPORARY \ -' 0 RAILROAD CONSTRUCTION — _ FIB FIB — — Q FENCE Fie — — EXISTING GUARDRAIL ^ ° J _ FIRS \ � � FIB UTILITY LINE FIB _....._ �r8 'FIBHE F/a 7'FIB° °� 0 20' 40' \ FIB °I FIR I I I F\gam i 0NE- � �►� I \ F'B� -- I FIB \ \ � _\— \ FI B—� �\ `0►� � _FIB F\g/ , / � FIB / ��FIS= \ � � \ _FIB_ F\g �°�r — — F1B_r SIDEWALK CLOSED F\g FI COMPLETE EXCAVATION FOR / \ \ \ I 35 OPEN BOTTOM CULVERT \ \ \ \ \ \ AND FOOTINGS EXISTING SPILLWAY F!B ______ - FIB�� \ \ \ \ %� (TO BE REMOVED) `ice �� FIBS o` \ }j � � � \g ;IBA FI8 -- SIDEWALK CLOSED 1 � � �FIB— � \ BSI I' 191 1 I / v O IFB�--FIB --FIB— / l�lg �F IB F!B \ O F\g �� / 0 FIB� �� FIB �✓ �FIB- FIBS. \ RC FIB- I �b F►g FID FIB--�B' FID FIB- po J \ p FIB o/kIl 1 11IB / FIB CIS " FI Q\ ` .v W 00 IL / ry ca - / z I I 1. 00 x—x x I — " — REFER TO SHEET B-4.2 Q / ❑ _ — _ / FOR SECTION C C \ L7 ry / o �— \ O / �� �— RESTORED RIVER m / RESTORED RIVER / y U) / / 7 CHANNEL BOTTOM \ \ \ fi / / I / CHANNEL TOP OF BANK \ Q y \ J I I �I / \ WSE AT START OF THIS STAGE y \ ryo- I 1 \ .\ APPROXIMATELY 951.30' 0) \ DAM BREACHING SEQUENCE STAGE 3: N / 1. MONITOR WEATHER FORECAST FOR FIVE DAY FORECAST OF LESS N � / 1 1 \ \ \ \ THAN 0.25" OF RAINFALL. / 1 2. BEGIN 24-HR OPERATION UPON CLEAR WEATHER FORECAST. START / — / BYPASS PUMPING OVER DAVISBURG ROAD o�: fi / 0- U) co CD 0 I CV 0 I J z� 1 \ l wU) Q ❑ / U5w J / �N I � ;_ \ cna) J LL 1 1 1 1 1 1 I I I I I 1 I 1 1 \ \ 3. COMPLETE COFFERDAM CONSTRUCTION (ALL FLOW VIA BYPASS 0 PUMPING NOW) AND CONTINUE INCREMENTAL DEWATERING TO so' 11 APPROXIMATE ELEVATION 944. °0 1 4. CONTINUE EXCAVATION OF EARTHEN EMBANKMENT AND REMOVAL OF EXISTING DAM STRUCTURE. 5. UPON DEWATERING BELOW ELEVATION 950, BEGIN DEMOLITION OF EXISTING DAM STRUCTURE 6. INSTALL PERMANENT RESTORED RIVER CHANNEL THROUGH \ DAVISBURG ROAD. \ \ 7. CONTINUE EARTH REMOVAL AND REMOVE EXISTING 36" CMP \ 8. COMPLETE EXCAVATION FOR 35FT OPEN BOTTOM CULVERT AND FOOTINGS. \ 9. PREPARE FOR AND POUR PROPOSED CULVERT FOOTINGS AND WINGWALLS. 10. CONSTRUCT RESTORED CHANNEL THROUGH DAM EMBANKMENT. 11. UPON ADEQUATE CONCRETE STRENGTH TESTS PER SPECIFICATION, PLACE PRECAST BRIDGE STRUCTURE. A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OIL'D WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING PLAN VIEW STAGE 3 SHEET NUMBER B-4.1 Qo (M X N ❑ 2 U ry Q > 0 a - a a ca c co U O O CD 0 M w Q co w w J_ LL 0 ry c� z U Q w ry m Q N m U) 0 z Q ry N O O Q U O rn U) CD Q U 0 0 m ry D m U) Q ❑ CD N O O i Q= O � N �> N U) O N U � W O � 0 O ry, a- 0_ U) U) co J ❑ O � J cv U O cn N � N ❑ O Z � Q J Dw J > � W J N N Qj 0 E �cu co c 2 J LL 970 SLIDE GATE TOP OF CONCRETE WALI STARTING 960 WSE = -958' TOP OF GRATING STAGE1 I 0 � < Q 0 950 APPROX. WSE = 942.50' STAGE 3 940 —0+30 0+00 ROAD SPILLWAY 36" CMP INVERT OF 36" CMP (EL. 948.20') j� RIP RAP INVERT OF 36" CMP (EL. 950.45') Station SECTION B-B EXISTING PROFILE THROUGH DAM (REFER TO B-3.1 FOR PLAN VIEW) H/VRATIO =5:1 1 +00 970 950 940 1+50 w EXISTING GROUND TURE / 1 0 I 0+00 I I 1 1 +00 Station SECTION C-C EXISTING PROFILE THROUGH EXISTING DAM AREA (REFER TO B-4.1 FOR PLAN VIEW) H/VRATIO =5:1 LC0 m PROJECT LEGEND ■ DAVISBURG MILL EXISTING GROUND SURFACE ■ POND DAM REMOVAL CONCRETE BOUNDARIES PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. DEMOLITION TO 942.5' MICHIGAN [STAGE 3] CUT FOR PROPOSED/// CULVERT CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328�UN iy 248.858.0906 TEL I G A F CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 970 W 950 APPROX CUT FOR PROPOSED CULVERT 940 I 936 1+50 CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE PROPOSED CULVERT PROFILE VIEWS SHEET NUMBER L=com C� 0 4 w U) w z Q J IL c� z U Q w ry co ❑ co U) z Q ry N O O 0 Q U O U) cD Q U O O ry D m U) Q or.0 N � N O O Lf ) N O co r' H- o CLU) �U _jw J 3 EL ,U) N U 0 N > z J wU �U) z U5 J �w Uw J N c>o E a� c— J LL LL- LEGEND G) 1 1 1 i� '� / I o \ ( PAVEMENT BOUNDARY WETLAND AREA � / o �NORTH F—T—HIS, OVERHEAD ELECTRIC OHE RIP RAP \ DAVISBURG ROAR--`--- CONTOUR LINE EXISTING MINOR PROPOSED MAJOR 9pp o zo ao SHEET HIAWSEE CONTOUR LINE CONTOUR LINE TROUT -\ RIVED lb AREA POND FENCE LINE X PROPOSED MINOR EDGE OF TREE AND/ CONTOUR LINE F �� I v OR SHRUB LINE TEMPORARY _ CONSTRUCTION _\ FIB \ — � — 0 RAILROAD FENCE � � FIB — _ _ — � _ — — — � \• � LLj — Ffe \ _ — _ — J EXISTING GUARDRAIL ° — FIR - FIB UTILITY LINE FIB _IIB OHE — FIB ALE � FfB OHE — — -= FI \ \ B FIB OHE OHE — FIB �— OHS I — FIBS \ / I1-FIB / \FIB IoHE FIB / :E— �_— — FfB= SIDEWALK CLOSED ------------------------ REMOVE BYPASS PUMPS ° AFTER REMOVAL OF / _-------------- - ��----___SHEETPILEFIB / -- SIDEWALK CLOSED 1 \ \ �' �' I- � � � �' �'i—�_ �� Ft �\0� / / � -fB� � � � � FHB / F\8�/ \g ° / �Ffe FIB— N' // / �F FI IQ�� F \ ` cSp — X I I F\ �/ o B—FIBiB�� FIB�EIB- ��FIBa �\cr\ \F C FI3 i °N / /B FI — \ \ \ FIB \ — \- -FIp FIB p l�; 0 I / B \ \ \ FIB \ \ IB - 0 -- I F\C ' FIB Pb PROPOSED OPEN BOTTOM S00 — _ ,� \ \ \ \ \ \\ / f — FIB% / / / CULVERT (B-5.2) / oyF ,,,— -r _ �F) FIB \ IB FIB / /F / / � l� \ / / / /j /�� � � � \ BACKFILL AND RECONSTRUCT / ! / ' I-Q0 ROADWAY / 0 R — — -- 1 1 \ �=--------------------------_ _ MAINTAIN SEDIMENT MANAGEMENT \ \ AND OPEN FLOW PATH TO BYPASS \ \ \ \ \ / REMOVE SHEET PILES / PUMPING INTAKES UNTIL DEWATERING \ \ \ \ COMPLETE AND CHANNEL CONSTRUCTION THROUGH NEW CULVERT COMPLETE. \ \\ y \ \ \ EDGE OF FLOODPLAIN I EDGE OF FLOODPLAIN �\ RESTORED RIVER CHANNEL TOP 0F BANK DAM BREACHING SEQUENCE I I I RESTORED RIVER \ STAGE 4: jr—\ / I CHANNEL BOTTOM \ \ \ \ I ` 1. ONCE CULVERT IS INSTALLED AND WATER SURFACE ELEVATION LOWERED / \ \ \ \ TO APPROXIMATELY 944 REMOVE COFFERDAM TO OPEN FLOW THROUGH PROPOSED/RESTORED RIVER CHANNEL. 2. REMOVE BYPASS PUMPING SYSTEM. I \ \ 3. BACKFILL AND RECONSTRUCT ROADWAY. PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX SPRINGHELD CHARTER TOWNSHIP , CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING PLAN VIEW STAGE 4 SHEET NUMBER B-5.1 co M X N ❑ 2 U ry Q ❑ uj LLI Lu J U Lu U) O IL O IL N Ln 00 U) 0 z Q D' N 0 O ❑ Q U 0 rn U) (D Q U 0 0 rn ry m U) Q N ❑ I or.0 N � N O Lr N O C) 0 (0 i m ry 0 ILU) — I— �U as L Ju3 O ry EL M EL N i U) 00 N 00 z J Lu U �U) Q 0 �z U5 J �w Uw J N a) Qj > E cn a) J LL CENTER RAISED TEXT ON PLATE SUMMARY OF HYDRAULIC ANALYSIS PROPOSED WATER DISCHARGE SURFACE ELEV. VELOCITY IN (` ) (\ FLOOD DATA (CFS) AT UPSTREAM DS CHANNEL 1/2" IN HEIGHT " `- FACE OF (FPS) (TYP) ROAD COMMISSION FOR OAKLAND COUNTY STRUCTURE STRUCTURE NO: XXXX 50 YEAR 360 950.39 1.00 100 YEAR 440 953.57 0.83 3/8" IN HEIGHT MAXIMUM BRIDGE AREA BELOW LOW CHORD IS 332 SQ FT (TYP) ANDREA LALONDE COMMISSIONER NANCY QUARLES COMMISSIONER } THE DRAINAGE AREA CONTRIBUTORY TO THIS CROSSING IS RONALD J. FOWKES COMMISSIONER 7.79 SQUARE MILES DENNIS G. KOLAR MANAGING DIRECTOR ALUMINUM PLATE GARY PIOTROWICZ COUNTY HIGHWAY ENGINEER THE WATER SURFACE AND/OR ENERGY GRADE ELEVATIONS SHOWN IN THE ABOVE 6061-0/6061-T6 OR APPROVED EQUAL HYDRAULIC TABLE ARE TO BE USED FOR COMPARISON PURPOSES ONLY AND ARE NOT TO BE USED FOR ESTABLISHING A REGULATORY FLOODPLAIN. THE ELEVATIONS MAY BE ,- 2022 USED, PROVIDED THEY ARE VERIFIED WITH THE LAND AND WATER MANAGEMENT DIVISION, MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY. 3/8" (TYP) 1 1/2" (TYP) PROPOSED CENTERLINE OF ROAD I� 26' WING WALL SLOPED AT 2:1 BOTH SIDES 1/4" NOMINAL 30'ANGLE TO �\ 2' r� CREST 955.00± NHEADWALL / f ALL EXPOSED (OUTSIDE 3/8" X 2" ALUMINUM B/ j FACING) WINGWALLS AND BOLT OR APPROVED STUD (TYP) \\ ( y� HEADWALLS TO HAVE FORMLINER APPLIED, TYPICAL BOTH SIDES ROAD COMMISSION FOR OAKLAND COUNTY �� \I /may 6" OF 1"-3" CHANNEL BED PLACED ON BRIDGE NAME PLATE DETAIL FLOODPLRAIN TO IAL B FINAL GRADES FLOODPLAIN CULVERT NOTES: ELEVATION 943.00'± _ PROPOSED CHANNEL 1. PROPOSED CULVERT REQUIRES RCOC BRIDGE NAME PLATE, SEE DETAIL AND RCOC SPECIAL 3\\ INVERT EL. 941.25' PROVISION 20SP-796B.\ 2. CONTRACTOR TO PREPARE SHOP DRAWINGS IN ACCORDANCE WITH MDOT SECTION 406, 2020 12' BANKFULL SPECIFICATION MANUAL FOR APPROVAL PRIOR TO CASTING, FOR APPROVAL BY RCOC. WIDTH 3. WHEN APPLYING FORM -LINER TO EXPOSED SURFACES, IDENTIFY LOCATION OF BRIDGE NAME PLATE FOR OMISSION OF FORM LINER AS NEED TO INCORPORATE NAME PLATE. oho 0 0 4. CONCRETE CULVERT SECTION JOINTS SHALL BE POSITIVELY CONNECTED VIA WELD PLATES, c) cD) 0 0 0 0 0¢�0 0 BOLTED CONNECTION OR OTHER METHOD APPROVED BY RCOC. �b�b 0 �b 5. ENTIRE BURIED SURFACE TO BE WATER PROOFED. 6. JOINTS SHALL BE SEALED, SEE SPECIFICATION 33 42 16. IF JOINTS LEAK, CONTRACTOR IS SEE TYPICAL CHANNEL RESPONSIBLE TO REPAIR AND MAKE WATERTIGHT. DETAIL ON R-2.7 AND 7. SILANE SEALER TREATMENT AND ANTI -GRAFFITI COATING SHALL BE PLACED ON ALL EXPOSED RIFFLE DETAIL ON SHEET R-2.6 CONCRETE SURFACES, SEE SPECIAL PROVISIONS. 8. SEE SECTION 31 50 00-1 PART 2.1.13 FOR SOIL BORING REQUIREMENTS AND FOUNDATION 28'-11 "' SPAN INVESTIGATIVE STEPS REQUIRED TO VERIFY BEARING CONDITIONS. — 9. UPON AWARD OF THE PROJECT, ALL LAYOUT DATA FOR CULVERT WILL BE PROVIDED 36" SPAN ELECTRONICALLY TO THE CONTRACTOR FOR THEIR USE IN LAYING OUT THE CULVERT AND OTHER FEATURES OF THE WORK. VIEW OF DOWNSTREAM FACE OF PROPOSED CULVERT NOT TO SCALE y/U 80' 965 ;IEE R-2.1 FOR DITCHLINE SLOPE3/GRADES 960 0 Zb' V\ IN(i WALL 5LLAjLU A 1 2:1 BIRTH SIDES — I 955 PROPOSED C PEN BOTTOM PRE BAST CULVERT SPAN: 36-0 TOTAL RISE OVER CHANNEL INVERT: 13-9" 950 TOTAL RISE AVER FOOTERS 18'-4" LENGTH: 80' 945 940 935 934 -60 4" SOCK TILE FOOTING DRAIN LOCATE TO ALLOW FOR DAYLIGHTING THROUGH HEADWALL, DISCHARGE TO CHANNEL I.E. 943.17± (TYP BOTH SIDES) 12" RCP I.E. 945.80' 3 MDOT PLAIN RIPRAP FOR SCOUR PROTECTION, SEE R1.1 FOR LIMITS T/C 937.00 T/C 936.67± 100yr SCOUR 935.15 B/C 934.50± w_ SEE R-2.1 FOR DITCHLINE SLOPES/G RADES 21'-7" 18'-4" CREST 15'-8" r V r PROPOSED FOOTING DRAIN TYP BOTH SIDES, EXTEND ALONG i WINGWALL FOUNDATIONS, DAYLIGHT FLOW PROPOSED TOP OF BANK THROUGH DOWNSTREAM WINGWALL TO RIVER FLOODPLAIN PROPOSED CHANNEL INVERT I -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 • 5 10 PROPOSED PROFILE THROUGH DAM (REFER TO B-3.1 FOR PLAN VIEW) SCALE 1" = 5' 15 20 25 30 35 40 45 50 55 T/ WINGWALL EL. 958.58± 953.57'-100YR FLOOD ELEVATION yiu 965 •.1 955 950 945 940 935 934 60 A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 1 � 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE PROPOSED CULVERT VIEWS SHEET NUMBER B-5.2 20 A T 'E E c>3 (0 a0 0 c� 0 z O Q rr O U) w fy J Q Z LL I? m U) CD Z Q ry 0 N O 0 0 Q U O rn U) 0 0 Q O O rn m U) Q 0 Cn �co o r o>� N o� N ~ w 0 ry cnU) qU J 0 �0 > J oco N � N 0 Oz � J �w >> J w � J U _0 N c>o E s= J L.L el r \ \ \ \ \\ \ \ \ \ \ \ 1 I /// w LEGEND 0 0 \ ( PAVEMENT BOUNDARY r I ) I I I \ i l / o NORTH 'K3OVERHEAD ELECTRIC oHE FIB \\ \� \ I llh\�\\ VjhI Lll \ -FIB \ \ \ \\\\\\ / ) / l MAJOR =\_ \---,\� 1 / / / / \�'—\�\\—I// j� F\ DA\/ISBURGROA� CONTOUR LINE I _�\__ r,��/ J/ // 1 / / I J —//� _ 962__ —\ \/� MINOR o so �zo Z�i_%\ \ 1 L� I 11L IFi6 \/ / / �-. 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RESTORE DAM EMBANKMENT SITE. r� / IJ III III \ \ \ \ \ _ 969- - \ I / / - _ -971 L _ I \ _I � � — 967- — 2. COMPLETE INSTALLATION OF RIVER FEATURES INCLUDING LARGE WOOD, I�--IJf 1/�_ 11 I\ 1� i IlI 1 I I / \j/�/\///�//IJIi\ I \ \ (�-970--_\\\\\ I (///�_ \\ \\ \\\ 968_\\\ ��--_ J RIFFLE MATERIALS ETC. 9-7-\zI\— --9_72I—\\ _ 3. COMPLETE RESTORATION OF IMPOUNDMEN T INCLUDING FINAL GRADING - 971-AND SEEDING, SEE SPECIFICATION 329000.-973-_973 Y//// I/ii/ —974 -970- — — — — _ 4. RESTORE EQUIPMENT/MATERIAL STORAGE AREAS AND REMOVE ACCESS ROUTE AND RESTORE. \ r — f 1 1\\\ \ ✓ \ \ \ \ \ \� \ \ \ % /�� /j/ / / g16' — / i — — — — _ _ _ — -975_ \ — — \ — — 5. REPLACE DOWNSTREAM PEDESTRIAN BRIDGE AND ANCILLARY ITEMS. /\_ -973_ ------ \—__—\_ — \ --------_— 6. DEMOBILIZE. L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL �TM OAKLANIYD COUN M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 • 4 yl 248.846.6558 TEL 248.846.6557 FAXi.L,, ?RIN(ALLU ARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE FINAL RESTORATION SHEET NUMBER cD 0 W ry w O w 0 ry U) (D z Q ry 0 N O O 0 Q U O Cn U) 0 0 Q U O O rn ry Z) 00 rA N > r Q O N � N (D O� N O _0 co _0co ry J U w NO �0� o0- U) N (-) N 0 O N � DO Z J wco �o O<I } LLJ Q > LLJ � _j J U _0 N a� �E J L.L �/� //�) I I LEGEND I11�qj�/ / I / I I /—/ / /// \ 962,— �� / \ I ( / / - / // / - '9s4_ - ,y6 - / / �/� /ice > PAVEMENT BOUNDARY PROPOSED06IL L jr�-- \ I I- / / // - 3 /ilr /_% / I I \ / oN / 1 \ I /- - / RIPRAP NORTH I I I I ( 96,5 OVERHEAD ELECTRIC oHE I f I I I I I I� N/ /� // I-\ 1\ �I -� -_ __ _ _ _ _ = I 1 < I -, EXISTING MAJOR o 50 goo' =____- CONTOUR LINE EXISTING MINOR 19s LINE -= - _ - - - - - ---- \ -\ J . \ \ \ \ \ \ \ \/ -- PROPOSED _ 'Dli\-MENNEN ACCESS ROAD - ROOTWAD \_ a _ � / SPOILS AREA '-965,—L=— =L LIMITS OF l l \ ` _ - _ - - _ - _ __ _ = _ _ __ / I CONSTRUCTION \ ( 9s \f \ - � \ � 965 \ 965 I(% /�` � ` ` - � � 1\� _= -' _j / / / / I r- _-----965--- -g6° - - - - - ss ` - - �' \ -I ENGINEERED RIFFLE 965 �6-_- M / \ \ --�\ ` SEE DETAIL E-1 SHEET R-2.6 BASKETBALL �\ COURT PICNIC <965- �I ( AREA �0� RIPRAP BANK PROTECTION _ _ _ SEE DETAIL D-3 SHEET R-2.7 - - _- - ENGINEERED RIFFLE ,g56 g5� \ \\ �s? \\ \\ \�`\\ I ( COURT / HORSESHOE '964 / - - /j / / / �=-957 \ \ - - ss- sss6%16 SEE DETAIL E-1 SHEET R-2.6 " i \ S?y \ \ \ \ I - / _ _ ��\-- / \ \ °s\\\\\ ' _ J AREA ROOTWADS/ POOL- / oo \ \ \ \ \S / - i965 - p0 - 98 o O \\ \�\` - '/ \ \ \ \ \ �� _ / SEE DETAIL D-4 SHEET R-2.7 \ 9s _- //// 966, \-- ////�� �- -`_ I1 JF-==� I`= 965=-- �j/ I I 1 1 * 6' / �,// J / 957 \ I II 964, AREA TO BE / / ; \ ss��- \ _ __=9s��_-__ 958' STEP POOLS \ ( PARKING o \\\ \I - PROTECTED BY I 959 - _\ �� ��°� 1 \\ �s \ \ \ \ \ �\ I LOT - - \96s \ J/ / / \ ��s - SEE DETAIL D-4 SHEET R-2.7 I , I 1 �, 1 \ \ \ \ . \ / i CONTRACTOR / ,,7, �—t \- r'- / I ems, I I I I I 1 1\ \ \ \ \ \ \ \ \ SHUFFLEBOARD \ 1 �� l Lo I I I I I I \ \\ \ \ \� \ \\ \ SE I i / / / / i / / / rn — 954 - 953 ILo Nal \ COURTS I \ 1 / / / I \ — 9541 1 9 ROOTWADS/ POOL FIELD 1 / / l 1 1 �1, 25+00 q �, 2395� I - ss / / y \ ��o s3 9ss SEE DETAIL D 4 SHEET R-2.7/ / 1 ROOTWADS/ I SEE DETAIL D-4 SHEET R-2.7 I \\ \ \ \\ �\ \ \ o \ \\\\\ \\\ 1-_ \\\ \g� ,9 �- -_-J/ \ \\ �-------- 959- ROOTWADS/ POOL \ \\ 66- s r - s I \ �- �- SEE DETAIL D-4 SHEET R-2.7 ^ �\ 111\ -I ENGINEERED RIFFLE 949, \ SEPTIC FIELD = < \ L - - - - - - r - SEE DETAIL E-1 SHEET R-2.6 \ `�� 1 \ \ 1 \ 1 o I \ \ \ 19 v\ y — e\ \ �' \\\\ \ \ AREA TO BE - \ I \ \ - - -962 - - \ \ 1 III _N I J \ ROOTWADS/ \ I SEE DETAIL D-4 SHEET R-2.7PROTECTED BY c� s4 �\ \\ \\\\\\\\ CONTRACTOR 1 ` I I I 1 - - _ - �M 1 0 I� ` �1 1 I`958- \\\ \ 6\ _ - \\ \ \\\ 1 HART 1 \ TENNIS SPOILS AREA o� �� I � a„ I I \ \ \ III COMMUNITY I I \ / / r co ° - _ \ \ \\ 1 \ I I COURTS / / / / /�"Lo `9s\ \\ I I 1 / ) \\\ \\ \\ \\ ti \ 111 I ` CENTER ! \ \, \\�\,\ \\ \\ \ o\ \ ss \ I I I 1 / / ROOTWADS/ POOL \ \ \ \ 1 I \ I / / I I / I ( f / — / /' N oo s57 _ I I \\ 1 I \ . SEE DETAIL D-4 SHEET R-2.7 / I J J / J / / �I / 2 945! � I I I I 1\�/��,��N RE �s \\ \ \ \ \ \ \ \ \ ��\ sx� - Q o0 / I IIlll I'I \ _/ �� � Il ��� °\ \ os� �� \ \ \\ \ \ \ \ �'� \ 00� _ _ \ / / I I I I I 9 9\ \\\ - 1 L - - - - - / / // Jr h� / '�° �%' \ / ENGINEERED RIFFLE �, \ \ /_ - - 962 - - u� SEE DETAIL E-1 SHEET R-2.6 00 9 9 96 \ �o, 963' / / / / / - / - =956 \ -\=9 J x9\\\ \\ \ \ I 1 94E4,,-S7\\ ?�\\ 4\ \ / _- J// / /i j5 -/� r \ \ s° -- \ ,gs \ \ \ \ \ \\ 4 \\ \ \ 9S 6S144 -\ _� \ / 959- \\ \\\\� \��\9 I �� F- — �_ GARAGE.-� 6 - ( ( \� \ \ 9`SG\\ \\ \ \\ \ xO 9 \ \\ \\9s\\ \ \\ 9S9_ ___ �J i / \'60.00_ 960--�\\ \ \\ `9S� �\ \\ \ \\ \ I ` \ \ \\ \\\\\ 9\\ \ —\-958== 957 /5�/ \— W,54 ^, l \ \ \1 \\\ \ \\ \\ `�\ \ 8 1947 M rn /�//1% /J ��op g6�, \ ENGINEERED RIFFLE 96, \ ---- \\ \ - - 962- - SEE DETAIL E-1 SHEET R-2.6 \\ \ \ \ \ \ \ - - \ \ \ \ 960\9'60 11+ \ I \ \ \ 9s _ - N \\ 9S9$I \\ \\ \ 00 \ \ \ \� - / \� of962------- / \ \ \ \ \ \ - \ !952 \ \ \ \ \ I \ \ _ - - - / 953 949 1 g49 / i g6 ;_= 1963 - 964\ 963-\\\\ \\ \I\ �� �, \\\\ \\ - --`9S3 \ \\\\ \ \\ \ \ \ \\ - 952 ----9 '-// ///^I I �� L OOI� // // /iig6 =965_=�- v v v V A v v 52� �- A / �9 0 X / s _ - - - - - - 1r_ \ \ \ \ \ \ 95 O � " / 968' - --954 - I I 9 9s \ w \ \ \ \ \ \ \ \ / -95 \ S \ \ \ \ �951- /-_ _ - cl \ s 1 \ I s \ — _ — _\\� �\ \ \ \ \ _ _ �/ — _ -s5 950 ` oo \ \ \ \ o i �2 - / o�� / // �`� j //// / ENGINEERED RIFFLE �L J JI 65, \ \ \ ROOTWADS/ POOL \\ \ to _ \\ \ / o - �k _ o I 9 h / // / SEE DETAIL E-1 SHEET R-2.6 SEE DETAIL D-4 SHEET R-2.7 \ \\\ \ \ -,� - \ fi��� / l / - - s62- -' a9 ROOTWADS/ POOL -----963 �� -\ \\ \___ - 958_---\ s� _ \\\\\ \\\�s4,�'� / \ _ I / ��9�6/ \ SEE DETAILD-4SHEETR-2.7 \ �• \ \ / \ \'964------ /--\� -==961 _959 _%-= ENGINEERED RIFFLE \ \\\��ss - \ \\\ /g�� _ \\ // /�1( / \ \\��\\ \ Ill \ // I �'o / -- I � \ —\ — -- — — 962 — \`9nc5 \\ 9c,// i / \ r� -/ _\------964 = -_963--SEE DETAILE-1 SHEETR-2.6 56,��� ,s,�, L- I J 9, ram-' l9k \ \ ✓l ` ss7 �1- ,I \I �e�\ 7 \ \ \ \ \ \ \ - - -o \ 9 \l /l / \ \ \ \ \1 \ \ I / (Ij s� — \ \ 1 1 \ _ GJ \ N 9 `\I\ 95 \ \ \ \ -- -___-- -9S try l � / / / / 1 � I � l I III I I \ \ \ \ 1 \ o \\ 9sl�966952\� / / / / I / III I I 1 \ 11 \ 1 0' \9 ENGINEERED RIFFLE 1 I I I I I I I I \ I l - / 56� \ ----- -� 952 / / / ��,� / / SEE DETAILE-1 SHEETR-2.6 -- —r� _/ 955 __ _ __ I I I III — —� r \ /- ��\ \\� \, \ \\ \ 957^ - _ -- / / �y%lam I I \ 1 \ 9s� 1 J� / / J \ (I /I I \96s� ,� 62���� -\ -s5s�6�i/ 11 I960= 957-- -_-956-_-_ __ 958 957 - ---__ -955 NOTES: ___ -968-- —\ I(/ / \ \ —� I I I I I _ \ —_—_ / //��/ I 1 1 I / / / / / / / / / — 97 \ �==ss9--� _ \ \ I l \l l _ __9 �__ -� _ -956 \ \ --nip-6��-959-- \-957si�// -'non_ - �� - 1 \ ---- �- 1 - cNo- 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY -_ __- - _ - -n,, \ \ ` - \ \ 1 \ \ \ I I / - - \ ; - __ —9j -,\ s 964 =— ---_ ---, \ \ —� I J I I I I I ----_ - 4- \\ - \ \ \ I r 6 =963162_ _�\\\ \\ -�\ J �// ��n;1/) V ) I I ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION - _ _ n;, , \ \ I I 1 1 / / I I o - _ _ 96j_, _- _ - _ OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON =___ -_- - \ \\ \ \ III I / I I l \ / _ _ - \\ - ; 958 _- = l _95g-_ _ �/� �/ 1 979: DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM �I ss2\\ \ \ \ \ \ \ �s� CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. - - _ _ I\ \ \ \ \ I I I l 1 _ - / / 1 -s6 - _ � = - 77 964_ - _ l 9 - _96- _���968 _-_--- l 111 1 1 I / // ��� / - _ - f4 \ \\\ \II / I �1 - // / I /J r_-/ f ---/ f -- I III I \ I I I I I\ \ v l // ` -� -) I 1-- 967-- �-969--�\\ I I ( / ----_- 9i1� \\ / \ `968_ \/ f � / -/i- - -- / r 970 1 171 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX A**-" CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 2021-07-30 2020-07-24 I/R DATE KEY PLAN dHNGFIELU ARTER TOWNSHIP FOR BID 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE SITE OVERVIEW SHEET NUMBER R-0.1 co M X N ❑ U ry Q 0 0 N LL O Lu J_ LL O ry ❑ z Q U z 0 Q 0 J Lu z z Q 2 U ry U) cD z_ Q ry N O O ❑ Q U O Cn U) Q U O O Cn ry D m Cn ❑ Cn L0 N O O i o�N � N U) o� N U °' o ory 5= n Cn coU J ❑ o� � J ri U O Cn N N ❑ O Z �i J D LL, J i W J U N �6 c� co co �a c— J LL NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. 2. TRANSITION FLOODPLAIN GRADING LIMITS DOWNSTREAM TO MATCH EXISTING SITE TOPOGRAPHY DOWNSTREAM OF PEDESTRIAN BRIDGE. Xi ------------ / jd,—J\ \ / i/// ���� ---------__---- 953J —952---- — — — — — — 0 20' 40' y 949 1I I III I I 94s //// 947 coI III // _-- — --- 946 --- — // / 141° � I I PROPOSED CULVERT 945 /� ///,,, // ,,,/,/ \ _\ ° 0 I I , ,III ► I I — — \ � / / / / \ X 0 PEDESTRIAN BRIDGE // // �/ �\ \� / ° ° I �` 'i i I l� I I I i+o0 9y4 / // // / \ r� 0 �-I' ° � I I ' / II I I I I II I I I I '� ,� \ /X - 2.5CYD(EACH SIDE) --- -- \-------- l/ I MDOT PLAIN RIP -RAP / /j // / I I ✓ // / ; . ° 1( I � III � II I I I I I I I I I 948 24 DEEP, PLACE AT DIRECTION OF ENGINEER. X I 0 941 1+00 — 0 o% I >� �II I I I I I I I �' g46- ///// � V ✓oko — _— ��ti � �� �I I I I I I I I I - I I / \ �Qs 946 do 943' I I I �x III 11 - oENGINEERED RIFFE +/ / -� \ __-946- / sr . r� - � � � I I I I _ /�� I III \ \—_ — R-2.1 �� ,_\ 9 �goc / _ � cu Lo co —950 960 _- 960 I- rn + I I Q `r v) Ln \ U' Q N — EXISTING GROUND 950 / �C \ 950 LEGEND �� `i PAVEMENT BOUNDARY w II l OVERHEAD ELECTRIC oHE gc -i CD w 0 Lu �- CIONOTOUR LINE �� ' 0.30� 0.30% MINOR 94Co.61% 940 CONTOUR LINE PROPOSED MENNEN PROPOSED CHANNEL BOTTOM FLOW ACCESS ROAD — ENGINEERED RIFFLE ROOTWAD SPOILS AREA LIMITS OF _ _ 930 co N rn m N C14 N p� 30 r) K)ul Ln CONSTRUCTION o cc� K; "iCcq d- 0 d � 't 't � rn M rn 0) rn rn rn 0) rn 0) m 0) rn 0) PROPOSED w w a_ w w w w w w RIPRAP � a_ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS _ — 2800 WATKINS LAKE ROAD AKL WATERFORD, MI 48328 CO �IyD 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD J DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 1 OF 2 SHEET NUMBER (0 co x N U ry Q a c 2) 0 0) ca c m 0 0 N LL O N w J_ LL O ry Z Q 0 Z 0 Q c� J W Z Z Q 2 U N 0 0 0) Q ry D m N ni oCD N N oL0 N O -60� o1 ILU) �U w J ) O ry M 0- ,U) 00 N N � Z J wU �U) 0 Z in J �w _> Uw J _0 N (na) c— J LL NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. 959 -957-960_ 966, \ \\ \ \ \ \ \ \ \ \\ \/---------956--------------------- _ --- --- - - - - - - - - - - - - - - - - - - 956- - - - - - \�/---------------------------------------------- / --------------------- ----- - 954 IVOo ----------------952------- \ 9� \ \ ✓ // // / ------ --- ------ ��------- 051 �949=94�- 948----- -� ��� \\ �950_- 947 g46 \�951 -- - y Joj - �� �\ ENGINEERED RIFFLE - LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC OHE MAJOR - 900 CONTOUR LINE MINOR CONTOUR LINE PROPOSED ...... ACCESS ROAD ROOTWAD SPOILS AREA LIMITS OF CONSTRUCTION .. •' • ����om�j1 E 970 960 950 940 11910 0 20' 40' T cy`/�FSTq. i 00 I / / / V 1947 \ ... / i � �� ENGINEERED RIFFLE�� _949— ENGINEERED RIFFLE -950- 16 9 949g51�- - \ - 954 - - - ------------- �-- ------ice/ ^/ / - - - - - - - 56 956-------- M + III E II Q cnr Un ro r�l W M O QY m m II w II W 0 Q W J 0 Ld i N rn O w a- N N m m w W EXISTING GROUND I 0.30% \ I O O O 00 O rn + + O II Q II Q U'D v� CJ � Iv Q.t Q� � ,3 ry- m °° it w II Io.> QLL]af > �J 0LJ -� 1.00% n.55% FLOW — PROPOSED CHANNEL BOTTOM CD o 04 rn m w W rn O L rn O W W 10+00 r7 o rn O w W 11 +00 00 r 06 I r; Q C/) u) Ln Y s Q � W W 0) N m II I W Li 0> Q;, <1 Wy u w �� 1.00% ENGINEERED RIFFLE (TYP.) o Ln X w W 12+00 r7 O 06 O 0) w fY it 1929/167 970 960 950 -� 0.55% 940 935 00 O rn O w W 14+00 P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD J DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 2 OF 4 SHEET NUMBER co M X N ❑ U ry Q a c 27) m w c E 0) ca c co U o_ c� LL 0 M Lu J_ LL 0 ry ❑ Z Q U Z_ ❑ Q c� J LU Z Z Q 2 U M C i u O O rn ry D co U) Q N ❑ I or.0 N � N Cn O Lf ) N O co a� o ILU) �U _j LU J 3 0 ry M EL ,U) 00 N � O O N > Z J Lu U �U) � j Z U5 J LU Uw J � N >E c J LL NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. D n r_ z m U) D -P O O 955 \ — 954—\ \ \ \ \ \ \\ 959 - --\\.r// \ �1\ice \\ 957v A 956 - _ ---------- -` -957 ---� \ \ Ise— \ \ \ -----------957— 951 _ �\ \\\\\ — —-- --- --- -----956-------- / — 952— \ � � \ ----956--- 970 -- i — — — — — — — - 956- — A 2�r 0 20' 40' I � O 21+00 w O _z J � 053 954 I 95' N N . N - ENGINEERED RIFFLE i Ohl L _ / — — — 956 7 / _ -- - 956 ---957--- 11� � �961 970 Ln � Lq N M cn N O N + 00 -i � Lv N + O N cfl � II Ln II II Q 960 ii II " II ¢ Q N� V v� ~ `� 960 LEGEND Q Q Q V) O W N YQi Q� Y Q O U) u (~a cc Y ; Lu 5J Ld m PAVEMENT BOUNDARY Q rt w OC) w Q � C� U) m m Ld II Ld rYa m I,j OVERHEAD ELECTRIC 0HE - EXISTING GROUND m II m II II o ui II ❑ > ❑ > � a Lit —�Li MAJOR J Ld r, j Ld o� - _ > w �� i�1 I CD�-- CONTOUR LINE �� �� � —I o LL U L� 1.00% MINOR 9 5 0_ �- 0 LIJ 0.55% 00� , ,�L��-4L� �.� 950 CONTOUR LINE �_ � 1.00% 0.55% 1.00� .7, 055 FLOW PROPOSED ACCESS ROAD ...... C ROOTWAD PROPOSED CHANNEL BOTTOM - ENGINEERED RIFFLE (TYP.) SPOILS AREA 940 40 LIMITS OF �, 00 n � �, 0 00 00 �, 00 r7 � O 00 rn co �, 00 N N ro 0 00 ' CONSTRUCTION �'t �'t o-t �� �� �� �� 2Ln m O rn m rn m rn O Q' O Cn Cn O rn 0) PROPOSED w� w� w� w� w� w� w� w� RIPRAP 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS _ 944rlwL-T� 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 3 OF 4 SHEET NUMBER R-1.3 co M X N U ry Q a n3 i= a) 0) az c co 0 C� 0 LL O W J LL 0 ry 0 z Q C� z 0 Q C� J W z z Q U O O rn ry D c0 U) N Q 0 O N �t N O O It N C) Lr) �O ory �U) J ~ U W �o �ry A� O— ,U) N C) N C0C:) N 00 (Du) W_ �o �z O� -LLJ W Q > J U N a) Qj c E (n a) c— J II NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC MAJOR CONTOUR LINE MINOR CONTOUR LINE PROPOSED ACCESS ROAD ROOTWAD SPOILS AREA LIMITS OF CONSTRUCTION o SX-111 iiiiii Z op aw i 970 O O N I I Q U) O N Y 960 w m W II o> Q � W --c d 950 2z:p 940 co ro ro0 N L7Lo X � w W 21+00 1( Zz�b MAT Ohl �k N N \ w ' " Q X / / 9S6 - 954 953 23kOg \ 952 \ ENGINEERED RIFFLE / \ 953 — \ _ 957= � \ ��, co \ \ \ _957 956_ / \ co 4 � _ + + N N N II Q II Q U) 0-) 0o Ya �' Q C EXISTING GROUND LLJ ; l ry m m I I . I II W II 0 > aW Q > Q dy Of J - 0 W � 0.55% 1.00% - . _ 0.55% < FLOW ` — PROPOSED CHANNEL BOTTOM 0 20' 40' / I'pa- 955 _� o / — ,_ S Z _ _ --- --- ---- / 27+0� 957 j j/// \�//j//--/ ENGINEERED RIFFLEro 58 / �i j /// / / // // / / / \ STEP POOLS ' �\ Z SEE DETAILS SHEET R-2.7 Jam/ C MDOT RIPRAP PLACED 2 THICK I/ / /C '-%'' �l ,liar A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL �TM OroND TY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX ° CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION I� M (D N + 00 00 + °° N ISSUE/REVISION � + 00 N + + cV N II II 00 970 n Q II II Q cn O II )o Yrn Nor �Ln W Y� cU) Cgi. m Q Q Ln °' o II W 2022-10-13 FOR BID � °' m II o m w W II `C w II 2021-07-30 100% DESIGN REVIEW Q > <> �_j U W W C)> 2020-07-24 50% DESIGN REVIEW �� � J UW CS W Q IJ 960 c�i'd I/R DATE DESCRIPTION COLA , 0.00% Vp MDOT RIPRAP STEP POOLS J PLACED 2' THICK 950 (� 6i L� N 0)0 N �� rl 0r� Cn orn o rrj Ln Ln r7 N LoL!7 r6 rlj lt7 o M Lr) U0 cD Lo Ln cD Lo L0 ri U) Lo 0) O 0) () 0) 0) O) 0) 0) rn C)) (:Y) W W W W W w a_ W 0- W W w 22+00 23+00 24+00 25+00 26+00 27+00 28+00 A M Lo (� 0) a- X w 28+75 KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 4 OF 4 SHEET NUMBER Qo (M X N ❑ U ry Q O O rn tY D m U) Q N ❑ i o� N 0) N 0) O cj) N O -6 r' O IL U) U _jw J � O �ry �U) 00 N � O O N > z J wU �U) Q❑ �z U5 J �w Uw J N N Qj > E c- J LL 950 \ 950 r EXISTING SURFACE 940 50 —40 —30 —20 —10 0 10 20 30 40 50940 Q1 CROSS SECTION R-1.1 STA.00+00.00 960 — -- 950 �f A/ PROPOSED CULVERT EXISTING SURFACE 960 1/ II I 940 II II - PROPOSED SURFACE 935 — J —50 —40 —30 —20 —10 0 10 20 30 40 2 CROSS SECTION R-1.1 STA. 1 +00.00 EXISTING SURFACE 950 950 PROPOSED SURFACE 940 70 —60 —50 —40 —30 —20 —10 0 10 20 30 40940 QR-1.1 CROSS SECTION STA.2+00.00 950 mm 50935 SCALE: HORIZONTAL = 1" = 10' VERTICAL = 1" = 5' 950 950 EXISTING SURFACE \ / PROPOSED SURFACE 940 30 —20 —10 0 10 20 30 40940 QR-1.1 CROSS SECTION STA.3+00.00 950 EXISTING SURFACE � - — _ 940 50 950 940 50 =7141 940 50 PROPOSED SURFACE I —40 —30 —20 —10 0 10 20 30 40 D5 CROSS SECTION R-1.1 STA.4+00.00 = —30 —20 —10 0 10 Q6 CROSS SECTION R-1.1 STA.5+00.00 950 50940 950 20 30 40 50940 EXISTING SURFACE / 950 -- — — — — / PROPOSED SURFACE —30 —20 —10 0 10 20 30 40 50940 0-1.1 CROSS SECTION STA.6+00.00 NOTE: CROSS SECTIONS ARE LOOKING UPSTREAM A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX SNKIN(,FILLU, CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 1 OF 5 SHEET NUMBER R-2.1 Qo (M X N 2 U ry Q 0 0 rn ry D m U) N Q 0 0 N �t N r.0 O N O L0 �o a)r.0 o ry �U) c� �U Lu �O N r' N 0- O � i U) N C N 0 0 N 0 O (Du) W_ �o �z O� -LLJ Q> � J U N N Qj c E c- J LL 4SS1] 940 50 EXISTING SURFACE PROPOSED SURFACE —40 —30 —20 —10 0 10 20 30 40 50 60 D8 CROSS SECTION R-1.1 STA.7+00.00 f- EXISTING SURFACE - PROPOSED SURFACE 1.0b'S1] 70940 SCALE: HORIZONTAL = 1" = 5' VERTICAL = 1" = 5' PROPOSED SURFACE 950 950 EXISTING SURFACE 940 50 —40 —30 —20 —10 0 10 20 30 40 50940 950 � QSTA11 CROSS SECTION R-1.2 .10+00.00 940 80 -70 -60 -50 -40 -30 1 -20 -10 0 10 20 30940 940 50 -40 -30 -20 -10 0 10 9 CROSS SECTION 12 CROSS SECTION R-1.2 STA. 8+00.00 R-1.2 STA. 11 +00.00 950 940 50 —40 —30 —20 —10 0 10 QR-1.2 CROSS SECTION STA.9+00.00 EXISTING SURFACE / 950 I PROPOSED SURFACE 950 I I I 20 30 40 50940 940 50 —40 —30 —20 —10 0 13 CROSS SECTION R-1.2 STA.12+00.00 PROPOSED SURFACE I EXISTING SURFACE J 20 30 40 EXISTING SURFACE PROPOSED SURFACE 10 20 30 40 950 50940 950 50940 NOTE: CROSS SECTIONS ARE LOOKING UPSTREAM A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX SNKINGFILLU, CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 20F5 SHEET NUMBER lwn Qo (M X N ❑ 2 C) SCALE: A�COM ry Q HORIZONTAL = 1" = 10' VERTICAL = 1" = 5' PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN 960 960 CLIENT _ EXISTING SURFACE OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND EXISTING SURFACE _ WATERFORD, MI 48328 COUN"IY F 248.858.0906 TEL M I C H I G A N — - -�- - - - - CHARTER TOWNSHIP 950 - - _ _ _ _ - - 950 950 - � � 950 OF SPRINGFIELD PROPOSED SURFACE 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX ' PROPOSED SURFACE Dow CONSULTANT 940 50 —40 —30 —20 —10 0 10 20 30 40 50940 940 50 —40 —30 —20 —10 0 10 20 30 40 50940 AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 14 CROSS SECTION 17 CROSS SECTION 248.204.5900 TEL 248.204.5901 FAX www.aecom.com R-1.2 STA.13+00.00 R-1.3 STA.16+00.00 960 960 EXISTING SURFACE o 0 co -� o EXISTING SURFACE\� ~ ' 950 950 w_ U) _ _ 950 `� �` — — — — — — I — - _ 950 o -- — — _ — _ PROPOSED SURFACE U z O REGISTRATION U w PROPOSED SURFACE U) z O U N 940 940 50 —40 —30 —20 —10 0 10 20 30 40 50 ry U) —50 50 —40 —30 —20 —10 0 10 20 30 40 50940 (D z_ 15 CROSS SECTION 18 CROSS SECTION Q R-1.3 STA.17+00.00 n R-1.2 STA.14+00.00 I N O O o ISSUE/REVISION Q U of 960 960 m U) CD I Q U of 960 960 2022-10-13 FOR BID m 2021-07-30 100% DESIGN REVIEW mEXISTING SURFACE 2020-07-24 50% DESIGN REVIEW U) — — ' — EXISTING SURFACE _ I/R DATE DESCRIPTION I �� N 950 _ — 950 O � KEY PLAN 0 co ry -� o PROPOSED SURFACE 950 '� 950 �U J uj O PROPOSED SURFACE �ry C) 940 940 945 945 N o —50 —40 —30 —20 —10 0 10 20 30 40 50 —60 —50 —40 —30 —20 —10 0 10 20 30 PROJECT NUMBER N O O z v 60594641 Lu U) 16 CROSS SECTION 19 CROSS SECTION Q o R-1.3 STA. 15+00.00 R-1.3 STA. 18+00.00 SHEET TITLE �Q J CONSTRUCTION CROSS SECTIONS UJ 30F5 N c> E NOTE: SHEET NUMBER CROSS SECTIONS ARE LOOKING UPSTREAM co J u- R-2.3 Qo co X N SCALE: - HORIZONTAL = 1" = 10' VERTICAL = 1" = 5' A�.COM ry Q PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 960 960 960 960 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'IY EXISTING SURFACE 248.858.0906 TEL M I C H I G A N EXISTING SURFACE f CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 PROPOSED SURFACE 248.846.6558 TEL 248.846.6557 FAX 950 \��/ 950 950 950 PROPOSED SURFACE CONSULTANT 945 945 945 945 AECOM -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 22 CROSS SECTION 248.204.5900 TEL 248.204.5901 FAX www.aecom.com 20 CROSS SECTION R-1.3 STA. 22+00.00 R-1.3 STA.19+00.00 960 96C 960 960 EXISTING SURFACE - EXISTING SURFACE O U) O PROPOSED SURFACE ULu U) 950 95C 950 950 U) PROPOSED SURFACE O o: U z O U REGISTRATION 945 945 945 945 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 U) z O C) 21 CROSS SECTION R244 CROSS STA. S SE TIION N R-1.3 STA.20+00.00 ry U) cD z_ Q ry i N O O o ISSUE/REVISION Q U of 960 960 960 960 EXISTING SURFACE U EXISTING SURFACE ❑I I -- o 7PROPOSED 2022-10-13 FOR BID m 1Z2021-07-30 100% DESIGN REVIEW ry D _ SURFACE 2020-07-24 50% DESIGN REVIEW m U I/R DATE DESCRIPTION o PROPOSED SURFACE 950 950 �i 950 950 o � KEY PLAN N N O O Lf ) N O (.0 r' 945 945 945 50 —40 —30 —20 —10 0 10 20 30 40 50945 0- U) —50 —40 —30 —20 —10 0 10 20 30 40 50 U co ry ®R-1.4 CROSS SECTION ^0 23 CROSS SECTION STA. 24+00.00 0- R-1.4 STA. 21 +00.00 ,U) oU N PROJECT NUMBER N � O O w 60594641 �U) Q 0 SHEET TITLE �Q J CONSTRUCTION CROSS SECTIONS UJ 40F5 N E NOTE: SHEET NUMBER CROSS SECTIONS ARE LOOKING UPSTREAM co J u- R-2.4 Qo (M X N ❑ U ry Q ❑ L6 LL O Lo U) z O U Lu rn U) U) O U z O U U) z O U N r' U) (D z_ Q ry N O O ❑ Q U O rn U) ( Q U 0 0 rn ry D m U) Q N ❑ o� N 0) N 0) O Lf ) N O (.0 Q_' o CLU) �U _j LU J � O �ry i U) O Q N � O O N > z J Lu U �U) Q❑ �z U5 J �w Uw J N N Qj > E c— J LL •.. 950 50 •.• L— —L — —40 —30 —20 —10 0 26 CROSS SECTION R-1.4 STA.25+00.00 10 20 30 40 PROPOSED SURFACE 10 mil 50g50 EXISTING SURFACE 950 50 —40 —30 —20 —10 0 10 20 30 40 50950 27 CROSS SECTION R-1.4 STA.26+00.00 — PROPOSED SURFACE 960 960 EXISTING SURFACE 950 50 —40 —30 —20 —10 0 10 20 30 40 50950 28 CROSS SECTION R-1.4 STA.27+00.00 SCALE: HORIZONTAL = 1" = 1' VERTICAL = 1" = 5' PROPOSED SURFACE STEP POOL -- 960 960 EXISTING SURFACE 950 50 —40 —30 —20 —10 0 10 20 30 40 50950 9R-1.4 CROSS SECTION STA.28+00.00 EXISTING RR BRIDGE 970 EXISTING SURFACE 1 PROPOSED SURFACE 960 955 50 —40 —30 —20 —10 0 9R-1.4 CROSS SECTION STA.28+25.00 I 10 20 30 970 Z _ — 40 50955 NOTE: CROSS SECTIONS ARE LOOKING UPSTREAM P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS *4441&7- 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 50F5 SHEET NUMBER R-2.5 >V J_ Q w 0 w J H Ll Q' CO N ry U) (D z Q ry 0 N O O i 0 Q U O 0 O rn ry D m Q N 0 I I otl- co N g N m O Lo N O co -0 r' _O H J `u1 O ..Q' � 0- N � U coU) I N � N � O O N > Z J v w �D r j Qo 3:z uj J �w _> Uw J _0 N (D Qj c'a E J L.L BANKFULL FLOW BASE FLOW SPACING SHALL BE DETERMINED DURING CONSTRUCTION BY ENGINEER BASE FLOW BANKFULL FLOW NON -WOVEN 'n Dp GEOTEXTILE FABRIC _ VARIESZZX / 'TOTAL LENGTH PLAN VIEW ELEV. PER PROFILE SOIL WRAP BASE FLOW BANKFULL FLOW —\ 6" TOPSOIL SOIL WRAP -SOIL WRAP DEAD STOUT STAKE TO SECURE GEOTEXTILE FABRIC D-1 ENGINEERED RIFFLE DETAIL NOT TO SCALE 6" TOPSOIL 6"BOULDERS - REFER TO PLANS SECTION A -A FINISHED GRADE/ SECTION B-B ELEV. PER PROFILE f— SUBGRADE T RIP RAP GEOTEXTILE FABRIC "IATI Ir7)AI !`C/1TCVTII C CADr7)I(' VLV I IVI I V V V-3" STONE VOIDS WELL GRADED FILLED WITH SMALLER ROCK MATERIAL WASHED IN 1' THICK ELEV. PER PROFILE BASE FLOW BANKFULL FLOW 6" TOPSOIL SOIL WRAP FILLED WITH SMALLER ROCK MATERIAL WASHED IN 1' THICK ""� I URAL OTEXTILE kBRIC L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL �TM OAKLAND COUNTY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE RIFFLE DETAILS SHEET NUMBER R-2.6 0 ❑ J w _J w z z Q U ti N (y U) 0 z Q IY N O O 0 Q U O rn U) (D Q U 0 0 rn IY m U) Q N ❑ o—I CD N -,t N Cf) C)C) N O O ry O - I- (nU `o w J M (Y co N U) O Q N � z J wU tY U) Q❑ �z U5 J �w Uw J N a) 0 E U)as a� co ll Remove side branches. Optional sealant Sharpen and. point STEP 1 Obtain willow or dogwood adventitiously rootable stock. Material should be from an area with similar soil, climate, and location relative to the stream. The material shall be at least two years old and free of disease, rot, or insect infestation. Material shall be harvested while dormant and soaked (1 to 14 days) before installation. Note: A waterjet (hydrodrill) may / be used to create the pilot hole in silt, loam, and some clay soils. It does not work well in 2 ft large gravels and cobbles. min STEP 2 Create a pilot hole that is perpendicular to the ground surface and deep enough to reach the lowest water table of the year. The hole shall be % to Y4 the length of the live pole. — 6"min. v V Ne �r Note: If pilot hole is made with � a water jet (hydro drill), backfilling with water soil slurry may not be necessary. I-V STEP 3 Tamp live poles into hole. Top of cutting shall be above competing vegetation. Back fill hole with water and soil mix to achieve good soil to stem contact. Space stakes in a 1 to 3 foot random pattern. D-1 LIVE STAKE DETAIL PLANTINGS OCCUR ABOVE THE OHWM AND EXTEND TO THE TOP OF RIPRAP PROTECTION, MAX 2:1 VARIES ACROSS BANK (AVERAGE FT) r 6" TOPSOIL TIE IN TO GRADE, TRENCH IN MIN. V AND SECURE WITH STOUT STAKE COBBLE MIX (1"-3" ROCK), COMMON GRANULAR BORROW AND SLASH FILL ON TOP OF ROOTWAD BURY ROOTWAD IN STREAMBANK SECTION A -A' B MIN 3 OF TRUNK LENGTH EMBEDDED IN BANKS ROOT WAD TRUNK (MIN 3-6" DIA.) APPROX. 50—YR WSE EXTEND RIPRAP MINIMUM (VARIES) 1' ABOVE 50—YlR EVENT LEVEL 1 -- RIPRAP (D50=6") PLACED 15" THICK OH WM —'' APPROX. CHANNEL I I=� —I _ BOTTOM I— — 2 (VARIES) EXISTING GROUND EXCAVATE TRENCH LINE, WITH NON WOVEN GEOTEXTILE, BACKFILL WITH CLEAN GRAVEL AND COMPACT B' �( PLAN VIEW MIN. 1' OVERLAP WHEN CLUSTERED D-4 ROOTWAD DETAIL NOT TO SCALE KEY —IN RIPRAP r BELOW CHANNEL 2' FOR SCOUR DEPTH 2. 0' RIPRAP BANK PROTECTION D-3 NOT TO SCALE 900 GRAM WOVEN COIR FABRIC ANCHOR COIR FABRIC MIN 1' INTO BANK I 1\= C`TAVC n1 AAITIAI/�C` 1 VV I LI\ LVV r\L 1 LV INTO STREAM BED L r BANKFULL CHANT VANE ROCI, FOOTEF B /3 WBKFL 1 /3 WBKFL 1 /3 WBKFL 20 ­�30° DMAX POOL LIJ��y7/.1QIIIa1 LENGTHS/FT. INVERT ELEVATIONS (FT) NAME STATION STRUCTURE A B C L 1 2 3 4 POOL 1 28+17.33 ROCK STEF 10 4.33 10 15 958.97 957.9 957.9 958.97 956.431 2 28+02.33 ROCK STEF 10 4.33 10 15 958.27 957.2 957.2 958.27 955.731 3 27+87.33 ROCK STEF 10 4.33 10 15 957.5 956.51 956.51 957.5 955.041 4 27+72.33 ROCK STEF 10 4.33 10 15 — 955.7 955.7 — — VARIES, SEE PLANS _ _ FLOOD PLAIN BENCH NOTES MAX. BANK FULL DEPTH 1.25'-2.0' THALWEG VARIES DEPENDING ON CHANNEL PATTERN. 61 LC0 M BANKFULL WIDTH PROJECT DAVISBURG MILL BASE FLOW �2 3 POND DAM REMOVAL I11 PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN L NATIVE STREAMBED MATERIAL OR SPECIFIED SUBSTRATE CLIENT 5-0" MIN. BANKFULL WIDTH VANE ROCKS _ _ = OAKLAND COUNTY 1 4 TOOTER ROCKS PARKS 0re. -BASE FLOW VANE ROCK - 2800 WATKINS LAKE ROADr" 11 _ WATERFORD, MI 48328 OAKLAND 248.858.0906 TEL M I C H I G A N FOOTER ROCK NATIVE STREAMBED CHARTER TOWNSHIP MATERIAL OR SPECIFIED SUBSTRATE OF SPRINGFIELD DMAX POOL 12000 DAVISBURG ROAD - DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX L STEP POOLS NOT TO SCALE TOTAL WIDTH 36' 13' BANK FULL WIDTH TYPICAL POOL CROSS SECTION VARIES, SEE PLANS VARIES 12-13' FLOOD PLAIN BENCH BANK FULL WIDTH TVPIrQI r [4A1 InIFI rRncc cFrTlnm STREAMBANK/TOP OF BANK TOP/SIDE ROCK 0° 1 0o STEP ROCK 0 DMAH POOL FOOTER ROCK 0 0 u� `,. ' \�0° Q'.Do MA POOL 3. " Q .0, 0 FILLER ROCK OR SPECIFIED FOOTER ROCK O °.,.. 06 ,o � 0 D SUBSTRATE 0 VARIES, SEE PLANS FLOOD PLAIN BENCH VARIES, SEE PLANS FLOOD PLAIN BENCH NOTES MAX. BANK FULL DEPTH 1.25'-2.0' THALWEG VARIES DEPENDING ON CHANNEL PATTERN. CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL DETAILS SHEET NUMBER R-2.7 Q0 (y) x N 0 2 U ry Q 20 A A c� 0 w rr w O w H J Q O w ry J Q rr U D ry H U) 0 U) U) CD z Q ry 0 N O 0 0 Q U O rn U) 0 0 Q U 0 O rn ry m U) Q N n �I oco N g N O O L0 N O co -0 r' O cj w J � �ry N U) 00 N O O N > Z J wv 0� ct) r� <z z � J �w _> Uw J _0 N N Qj co E J L.L r' , ' / 0 r777�� LEGEND FIB _FIB — PROPERTY LINE --------_FiQ \� �\ \\ \\ \ \\\ \ \\\\ \\\ --I— \ \\ \ / / `-��, I I II I / I PAVEMENT BOUNDARY NORTH — \ RIP RAP MATERIAL J r 1\ DAVISBURG ROAD OVERHEAD ELECTRIC oHE / I IlllVIIII /� ��/ / /� WATER SURFACE - --_—_—_\_—j I) I l _II / / , SHEET HIAWA SEE EXISTING MAJOR ELEVATION - — — — — -�` I I ��-FIQ / / / AREA RIVER TROUT CONTOUR LINE 1— _ / POND REMOVAL ��IB — / // / / \ �p CONTOUR LINES o 25 50 FENCE LINE x --F1�1 I I / Q� EDGE OF TREE AND/ I ----=\ = = ---- -- -�FiQ \ OR SHRUB LINE —\ _ _F _ ❑ � a LIMITS OF — - _ \____—_— _ =\—�e � � DISTURBANCE _F IB— /_--__ —\---- FIB=—\---_—P 1 \ i \ --_-__ --\ ------_--_- FI - _ ___ _--_-- _-- -_FI\ OHS_- ~---\T1 __- \_-_-_ 8- =-1- SIB ( \ \ I �\ \ \ -----_ i FIB Fls 19 OHE- - - - - / -FIB OHE\_-- --__ - --- \--_\-_-__--F1B- --- ----- 96�\ _\H`- OH�- / / IB �\ T� 0 _ _ \ / — _ ' / "fir-a'/,y✓'/ ^ � \(yC \ \ _ _ \ \ \ \_�� _ \ — _ / \ OVERTOPPING RIPRAP 1 1 1 1 \ \\\ \\\ \ I TO BE REMOVED—__ _ \> IF�e \\ \ \ F\g/ <\\ �\\ �\ �\ (� /�/ i I\\ \� \ \�♦\\ ��\\`\\--/ - i --1 � r- I � �- � \'Q%=\ �\\\�8�\ `. '���\ \\ ice/ —I--tom-�——\-4-��— \\ / \— \ \ \ \ \ \ \ 0* T FIBI /\ \ IF\� \ -�—\-- = REMOVE AND REPLACE ROAD— �FIB\\—FI6— / - -eF� \ \ I I I U FIB—FiB \_\�_ \ \ FIB \ \ � — — \ _\ \ \ \ \ FIB=, \_ \ \ \ \ \ \ \ �� � \ FID ( / FIB FIE \ \ \ —FIB \�_��\\ \\ \\ \ \ FIB \ \\_�\--\ FIE \— FIE \ Q —FIB��\\\-7 \ FID \ v ��F FI r/ / \I ---- - ._- GROPE REMOVE FENCE (CHAIN LINK) 1 — //3, REMOVE FENCE — — — — \ — \G % ; \ \ ' CULVERT AND DAM REMOVAL _- - - - =-959- — — — (CHAIN LINK) -951 ; ; \ SEE SHEET S-1.1 957__\ INTAKE REMOVAL SEE SHEET S-1.1 SHEET PILE REMOVAL SEE SHEET B-4.1\\\\ \ 1'\ \ — — — — — — JL0 9A6� I / — 958 cD L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE STRUCTURAL REMOVAL SITE OVERVIEW SHEET NUMBER S-0.1 Qo (M x N ❑ 2 U fY Q c4>W5-rIzUGT SJLTA-T1O,.J Tj'AP f 1 I WODPI*N a1ir� - �1 Cd2 1 T ' SCALE l'= 20` � f APPROX L0,--AT►QN ME5T UC . CL-E f , LIGHT NO FARKIN& Sr-,W (TYP ) 5-VC-EL G(IAQD FAIL W vmv FC&T x „ 1+�+i`tiLNCJT• GL HI CI NN LINK FENCE V iP F Y j V x" `�`" ■7 KEMOVE f FZEF-LACE C,LJARp FAILTAIL AWD FF JCE F'OK ACCF-55 So L F EACH �� THIa 9 EST Ler - I S PL ELcaee STRUCTUKF- IPE to FL,A\W VIEW SCALfa t "- 2p' 42"x3lo" SLIDE GATE 0 RXK j APPFZOc LOr-,.TkD" G' µF CAS MAIW _ 2 — S' JLIN RfS` R f &IT ---f1LLWAY ram' �` STEEL CbI L`` r - --A....- W/WD ING `ND . # r} ► � r u �rw�r✓L GUY W12E I! CDA5114 6'H1 C14AIN LINK FENCE - IO CMP MItiI G" ,LOCL57 MILL FONa WATE�2 E - LEY �So. 3 14- 2 '85}�) ATE LIMITS 45F EAETH C&F MATEfrIAL5 L 5E FFEE (� FOOM1 O R�G, A f J i C S i�E4LJ I1� ' TDF70F CAD"WALL, C-LEV C) i 70P OF CjRATt NG C— v 50R LE1IL ELE-:Vr e� �_ WINTE4i� LEVr=- L F-:LEv. FULL OPEM PO51T IO154wo x. 'E E)eISTIN4 SLUCE C,ATE' INS -TALL ED ¢Z. x 36: ��.,�« —5�rsr .4Crf*IJ�+rf IN 4ATE, SELF COAIJTAIIQE0- 86LT QD >= ,CE -IF EXISTING nMWIW-h IN DAUCE WITH MFZ. ICEC0VMEM0ATWM. - oPE,NINc, if 9E&D. To 135eo o i i Bn�TT40M of FEAME 553.a 2 CC! e-YDs- roue.. SEA L 1�r — X-x N xxx EX1STIRG- 5,-LAei THICKNESS LIWNOWN t SGAL F- 1*4 �Fvt STiiL]CT""�- Ft]NZ7 S�GTIO�1-h Hofzz . SITE REMOVAL LEGEND KXXI DENOTES REMOVAL WORK NOTES: 1. PLAN IS NOT TO SCALE 2. SHEET IS FOR REFERENCE. INFORMATION SHOULD BE VERIFIED BY CONTRACTOR. Know what's below. Call before you dig. P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY t =_ PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com REGISTRATION ISSUE/REVISION 2022-10-13 FOR BID 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE EXISTING STRUCTURE REMOVALS SHEET NUMBER S-1.1 Oakland County Purchasing Division Bid Tabulation Davisburg Mill Pond Dam Removal and River Restoration Event #000103 Bidder #1 Bidder #2 Bidder #3 Bidder #4 Bidder #5 Bidder #6 ITEM DESCRIPTION Anglin Civil, Leavitt & Stark Job Site Superior Contracting VIL Construction, Zito Construction NO. VENDOR LLC Excavating, Inc. Services, Inc. Group Inc. Grand Blanc, Livonia, MI Lansing, MI Bay City, MI Almont, MI Sterling MI Heights, MI 1 Base Bid #1 2 Base Bid #2 3 TOTAL BASE BID #1 and #2 $3,430,868.26 $766,268.82 $4,496,504.50 $800,071.21 $5,296,575.71 $4,424,961.85 $1,151,394.82 $5,576,356.67 $3,842,337.00 $765,566.20 $4,607,903.20 $3,441,000.00 $841,100.27 $4,282,100.27 $4,937,000.00 $1,161,531.00 $6,098,531.00 $4,197,137.08 RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: 2 Department: Administration From: Jim Dunleavy, Manager of Park Operations Subject: Approval of Proposed 2023 Fees & Charges & Appreciation Days INTRODUCTION AND HISTORY Attached are the proposed Oakland County Parks and Recreation Fees and Charges for 2023 as well as the recommended appreciation days. These charges were proposed after extensive review and consideration of fiscal reports, fees usage study (comprised of the number of uses for each fee listed over three years, the average where applicable, illuminating changing trends and lists cost recovery goals) and competitive market analysis. The study of a variety of data sources enabled staff to project while considering fluctuating usage due to unpredictable conditions such as weather and recognize where fee changes might drive down usage due to marketplace and capacity. OCPR staff is also proposing the OCPR Volunteer Program participate in the National Volunteer Week Reciprocal Program. During this week, participating organizations from the Southeast Michigan Volunteer Coordinators Network will offer volunteers from their groups discounted or free admission to their attractions. In years past, this event has spanned a 9-day period in April. National Volunteer Week in 2023 is scheduled for April 15-23, 2023. Must have at least one volunteer from participating organization with valid ID or volunteer letter on organization letterhead. ID or letter must be presented at park entry if applicable and placed on vehicle dashboard. Participation in these events has been a past practice of the OCPR Commission and its staff for several years. Included in the data submitted are the following attachments: Summary of Proposed Changes for 2023: This is a summary of all fees and charges for parks facilities and services that are proposed to change and the amount of proposed increased. This includes fees proposed for new services, changes for specific user groups, or in some cases if something was discontinued. Master List Fees and Charges with Proposed Fees for 2023: This is a comprehensive list of all 2021 and 2022 fees and charges alongside the recommended 2023 fees and charges. o 2023 Free DNR ORV Weekends at Holly Oaks — ORV Park ■ June 10 — 11, 2023 ■ August 19 — 20, 2023 o 2023 Appreciation Days: Staff is recommending the following OCPR 2023 Appreciation Days with entrance fees waived for these days for day -use parks only: ■ New Year's Day, January 1, 2023 ■ Veteran's Day, November 11, 2023 ■ Thanksgiving Day, November 23, 2023 ■ Christmas Eve, December 24, 2023 ■ Christmas Day, December 25, 2023 ■ New Year's Eve, December 31, 2023 STAFF RECOMMENDATION Staff is recommending the Commission approve the attached proposed 2023 Fees and Charges for implementation on January 1, 2023; the 2023 Free DNR ORV Weekends; the OCPR 2023 Appreciation Days; and free entry to day use parks for the 2023 National Volunteer Week Program on April 15-23, 2023. MOTION Move to approve the proposed OCPR 2023 Fees and Charges, as recommended, effective January 1, 2023; and Move to approve participation in the 2023 National Volunteer Week Program, April 15-23, 2023, to offer free admission to volunteers from participating organizations at Addison Oaks, Highland Oaks, Independence Oaks, Lyon Oaks, Orion Oaks, Red Oaks, and Rose Oaks County parks; and also, for Orion Oaks Dog Park, Lyon Oaks Dog Park, and Red Oaks Dog Park with a valid ID or volunteer letter on organization letterhead; and Move to approve waiving the entrance fees for Holly Oaks ORV on the DNR ORV Free weekends: 2023 Free DNR ORV Weekends at Holly Oaks — ORV Park ■ June 10 — 11, 2023 ■ August 19 — 20, 2023 Move to approve waiving the park entrance fees for day -use parks only for the Oakland County Parks and Recreation 2023 Appreciation Days as follows: 2023 Appreciation Days New Year's Day, January 1, 2023 Veteran's Day, November 11, 2023 Thanksgiving Day, November 23, 2023 Christmas Eve, December 24, 2023 Christmas Day, December 25, 2023 New Year's Eve, December 31, 2023 OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Thursday, November 10, 2022 Fee Description Budget Center Code Category FY 2022 Rate Proposed FY 2023 Rate MOTOR VEHICLE PERMITS DAILY MOTOR VEHICLE PERMITS Regular (Non -Resident Rate) Day Use $12.00 $12.00 $12.00 Resident Discount Day Use $5.00 $5.00 $5.00 TOR VEHICLE PERMITS Regular (Non -Resident Rate) Day Use $48.00 $48.00 $48.00 Regular (Non -Resident Rate) 2nd Vehicle Discount Day Use $38.00 $38.00 $38.00 Resident Discount Day Use $30.00 $30.00 $30.00 Resident Senior/Military/Persons w/Disability Day Use Free Free Freel Resident 2nd Vehicle Discount Day Use $15.00 $15.00 $15.00 Non -Resident Seniors/Military/Persons w/Disabilities Day Use $32.00 $32.00 Discontinue Non -Resident Seniors/Military/Persons w/Disabilities 2nd Vehicle Dis. Day Use $25.00 $25.00 Discontinue OCPR/HCMA Joint Pass Day Use $64.00 $64.00 $64.00 Resident Bus/Van Non -Resident Bus/Van Bus/Van Senior/Military/Persons w/Disabilities (12 passenger+) Walk-ins/Bike-ins Oakland County Parks Days at the Oakland County Fair *EHICLE PERMIT GROUP DISCOUNT Day Use $1 /person ($8min) $1 /person ($8min) $1 /person ($8min)I Day Use $2 /person ($10min) $2 /person ($10min) $2 /person ($10min) l Day Use $12.00 / day $12.00 / day $12.00 / dayl Day Use Free Free Free Day Use Free Free Free Quantity Price/Permit Price/Permit 25-100 Day Use $25.00 $25.00 $25.00 101-250 Day Use $20.00 $20.00 $20.00 251+ Day Use $15.00 $15.00 2023 Appreciation Days: OCPR 2023 Appreciation Days with entrance fees waived for these days for day - use parks only: Sunday, January 1, 2023 Saturday, November 11, 2023 Thursday, November 23, 2023 Sunday, December 24, 2023 Monday, December 25, 2023 Sunday, December 31, 2023 2023 Park Entry for National Volunteer Week: l Free park entry for National Volunteer Week is valid April 15-23, 2023 for Addison Oaks, Highland Oaks, Independence Oaks, Lyon Oaks, Orion Oaks, Red Oaks, and Rose Oaks County parks; and also for Orion Oaks Dog Park, Lyon Oaks Dog Park, and Red Oaks Dog Park. Must have at least one volunteer from participating organization with valid ID or volunteer letter on organization letterhead. ID or letter must be presented at park entry if applicable and placed on vehicle dashboard. 2023 Free DNR ORV Weekends at Holly Oaks ORV Park Entrance fees waived for the DNR ORV Free Weekends June 10-11, 2023 August 10-20, 2023 -I- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center I Category Code Thursday, November 10, 2022 FY 2022 Proposed FY 2023 Rate I Rate GOLF: GLEN OAKS GOLF COURSE Glen Oaks - Summer Rates (Open - May 1 Oct 1 - Close Glen Oaks - High School Golf Team - 9 Holes GLG Golf $6.00 $6.00 $10.00 Glen Oaks - Non -Golfing Rider - 18 Holes GLG Golf $5.00 $5.00I $17.00 Glen Oaks - Non -Golfing Rider - 9 Holes GLG Golf $5.00 $5.00I $11.00 Glen Oaks - Cart Reg - 18 Holes GLG Golf $16.00 $16.00I $17.00 Glen Oaks - Cart Reg - 9 Holes GLG Golf $10.00 $10.00I $11.00 Glen Oaks - Cart Reg - Extra 9 Holes GLG Golf $6.00 $6.00 $6.00 Glen Oaks - Junior Cart Rental - FREE WITH PAID ADULT GLG Golf $0.00 $0.00 $0.00 Glen Oaks - League - Premium per Player GLG Golf $2.00 $2.00 $2.00 Glen Oaks - Outing - Premium per Player GLG Golf $5.00 $5.00 $5.00 Glen Oaks - Reg. Weekend - 18 Holes GLG Golf $33.00 $33.00I $35.00 Glen Oaks - Reg Weekend - 9 Holes GLG Golf $20.00 $20.00I $22.00 Glen Oaks - Reg Weekend - Extra 9 Holes GLG Golf $13.00 $13.00 $13.00 Glen Oaks - Weekend after 2:00 pm - 18 Holes GLG Golf $30.00 $30.00 $30.00 Glen Oaks - Weekend after 2:00 pm - 9 Holes GLG Golf $18.00 $18.00 $18.00 Glen Oaks - Weekend after 2:00 pm - Extra 9 Holes GLG Golf $12.00 $12.00 $12.00 Glen Oaks - Reg Weekday - 18 Holes GLG Golf $30.00 $30.00 $30.00 Glen Oaks - Reg Weekday - 9 Holes GLG Golf $18.00 $18.00 $18.00 Glen Oaks - Reg Weekday - Extra 9 Holes GLG Golf $12.00 $12.00 $12.00 Glen Oaks - Junior Weekday - 18 Holes GLG Golf $15.00 $15.00 $15.00 Glen Oaks - Junior Weekday - 9 Holes GLG Golf $10.00 $10.00 $10.00 Glen Oaks - Junior Weekday - Extra 9 Holes GLG Golf $5.00 $5.00 $5.00 Glen Oaks - Senior Weekday - 18 Holes GLG Golf $24.00 $24.00 $24.00 Glen Oaks - Senior Weekday - 9 Holes GLG Golf $14.00 $14.00 $14.00 Glen Oaks - Senior Weekday - Extra 9 Holes GLG Golf $10.00 $10.00 $10.00 Glen Oaks - Military/Veteran - Weekday - 18 Holes GLG Golf $24.00 $24.00 $24.00 Glen Oaks - Military/Veteran - Weekday - 9 Holes GLG Golf $14.00 $14.00 $14.00 Glen Oaks - Military/Veteran - Weekday - Extra 9 Holes GLG Golf $10.00 $10.00 $10.00 Glen Oaks - Adaptive - Weekday - 18 Holes GLG Golf $24.00 $24.00 $24.00 Glen Oaks - Adaptive - Weekday - 9 Holes GLG Golf $14.00 $14.00 $14.00 Glen Oaks - Adaptive - Weekday - Extra 9 Holes GLG Golf $10.00 $10.00 $10.00 Glen Oaks - Reg Twilight GLG Golf $14.00 $14.00 $14.00 Glen Oaks - Junior Weekend after 12pm - 18 Holes GLG Golf DISCONTINUE $15.00 $15.00 Glen Oaks - Junior Weekend after 12pm - 9 Holes GLG Golf DISCONTINUE $10.00 $10.00 Glen Oaks - Junior Weekend after 12pm - Extra 9 Holes GLG Golf DISCONTINUE $5.00 $5.00 -2. OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Thursday, November 10, 2022 Fee Description Budget Center Category FY 2022 Proposed FY 2023 Code Rate Rate Glen Oaks - Fall Rates - 10/15 -Close Glen Oaks - Reg. Weekend - 18 Holes GLG Golf $30.00 $30.00 $30.00 Glen Oaks - Reg Weekend - 9 Holes GLG Golf $18.00 $18.00 $18.00 Glen Oaks - Reg Weekend - Extra 9 Holes GLG Golf $12.00 $12.00 $12.00 Glen Oaks - Weekend after 2:00 pm - 18 Holes GLG Golf $27.00 $27.00I $28.00 Glen Oaks - Weekend after 2:00 pm - 9 Holes GLG Golf $16.00 $16.00I $17.00 Glen Oaks - Weekend after 2:00 pm - Extra 9 Holes GLG Golf $11.00 $11.00 $11.00 Glen Oaks - Reg Weekday- 18 Holes GLG Golf $27.00 $27.00I $28.00 Glen Oaks - Reg Weekday - 9 Holes GLG Golf $16.00 $16.00I $17.00 Glen Oaks - Reg Weekday - Extra 9 Holes GLG Golf $11.00 $11.00 $11.00 Glen Oaks - Junior Weekday - 18 Holes GLG Golf $15.00 $15.00 $15.00 Glen Oaks - Junior Weekday - 9 Holes GLG Golf $10.00 $10.00 $10.00 Glen Oaks - Junior Weekday - Extra 9 Holes GLG Golf $5.00 $5.00 $5.00 Glen Oaks - Senior Weekday - 18 Holes GLG Golf $18.00 $18.00 $18.00 Glen Oaks - Senior Weekday - 9 Holes GLG Golf $11.00 $11.00 $11.00 Glen Oaks - Senior Weekday - Extra 9 Holes GLG Golf $7.00 $7.00 $7.00 Glen Oaks - Military/Veteran - Weekday - 18 Holes GLG Golf $18.00 $18.00 $18.00 Glen Oaks - Military/Veteran - Weekday - 9 Holes GLG Golf $11.00 $11.00 $11.00 Glen Oaks - MilitaryNeteran - Weekday - Extra 9 Holes GLG Golf $7.00 $7.00 $7.00 Glen Oaks - Adaptive - Weekday - 18 Holes GLG Golf $18.00 $18.00 $18.00 Glen Oaks - Adaptive - Weekday - 9 Holes GLG Golf $11.00 $11.00 $11.00 Glen Oaks - Adaptive - Weekday - Extra 9 Holes GLG Golf $7.00 $7.00 $7.00 Glen Oaks - Reg Twilight GLG Golf $11.00 $11.00 $11.00 Glen Oaks - Junior Weekend after 12pm - 18 Holes GLG Golf DISCONTINUE $15.00 $15.00 Glen Oaks - Junior Weekend after 12pm - 9 Holes GLG Golf DISCONTINUE $10.00 $10.00 Glen Oaks - Junior Weekend after 12pm - Extra 9 Holes GLG Golf DISCONTINUE $5.00 $5.00 -3- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center Code Category Thursday, November 10, 2022 FY 2022 Rate Proposed FY 2023 Rate LYON OAKS GOLF COURSE MIN!1 Lyon Oaks - Summer Rates Lyon Oaks - Bulk 10 Tokens LYG Golf $40.00 $40.00 $50.00 Lyon Oaks - Large Bucket Balls LYG Golf $13.00 $13.00I $15.00 Lyon Oaks - Medium Bucket Balls LYG Golf $10.00 $10.00I $12.00 Lyon Oaks - Small Bucket Balls LYG Golf $5.00 $5.00I $6.00 Lyon Oaks - Non -Golfing Rider - 18 Holes LYG Golf $10.00 $10.00I $17.00 Lyon Oaks - Non -Golfing Rider - 9 Holes LYG Golf $10.00 $10.00I $11.00 Lyon Oaks - PGA/GAM Qualifiers/Tournaments LYG Golf $25.00 $25.00 $25.00 Lyon Oaks - Full Day Facility Rental - Weekdays LYG Golf $8,500.00 $8,500.00 $8,500.00 Lyon Oaks - League - Premium per Player LYG Golf $2.00 $2.00 $2.00 Lyon Oaks - Outing - Premium per Player LYG Golf $5.00 $5.00 $5.00 Lyon Oaks - Reg Weekend - 18 Holes LYG Golf $72.00 $72.00I $77.00 Lyon Oaks - Reg Weekend - 9 Holes LYG Golf $45.00 $45.00I $47.00 Lyon Oaks - Reg Weekend - Extra 9 Holes LYG Golf $27.00 $27.00I $30.00 Lyon Oaks - Reg Weekday - 18 Holes LYG Golf $59.00 $59.00I $61.00 Lyon Oaks - Reg Weekday - 9 Holes LYG Golf $35.00 $35.00I $37.00 Lyon Oaks - Reg Weekday - Extra 9 Holes LYG Golf $24.00 $24.00 $24.00 Lyon Oaks - Junior Weekday - 18 Holes LYG Golf $15.00 $15.00 $15.00I Lyon Oaks - League Weekdays - 9 Holes LYG Golf $32.00 $32.00I $34.00 Lyon Oaks - Pre / Post League Weekdays - 9 Holes LYG Golf $17.00 $20.00 $20.00 Lyon Oaks - Junior Weekday - 9 Holes LYG Golf $10.00 $10.00 $10.00I Lyon Oaks - Junior Weekday - Extra 9 Holes LYG Golf $5.00 $5.00 $5.00I Lyon Oaks - Senior Weekday - 18 Holes LYG Golf $45.00 $45.00 $45.00I Lyon Oaks - Senior Weekday - 9 Holes LYG Golf $27.00 $27.00 $27.00I Lyon Oaks - Senior Weekday - Extra 9 Holes LYG Golf $18.00 $18.00 $18.00I Lyon Oaks - Military/Veteran - Weekday - 18 Holes LYG Golf $45.00 $45.00 $45.00I Lyon Oaks - Military/Veteran - Weekday - 9 Holes LYG Golf $27.00 $27.00 $27.00I Lyon Oaks - Military/Veteran - Weekday - Extra 9 Holes LYG Golf $18.00 $18.00 $18.00I Lyon Oaks - Adaptive - Weekday - 18 Holes LYG Golf $45.00 $45.00 $45.00I Lyon Oaks -Adaptive - Weekday - 9 Holes LYG Golf $27.00 $27.00 $27.00I Lyon Oaks - Adaptive - Weekday - Extra 9 Holes LYG Golf $18.00 $18.00 $18.00I Lyon Oaks - Twilight Weekday LYG Golf $35.00 $35.00 $35.00 Lyon Oaks - Twilight Weekend & Holiday LYG Golf $37.00 $37.00 $37.00 Lyon Oaks - Weekend After 1 pm - 18 Holes LYG Golf $59.00 $59.00I $61.00 Lyon Oaks - Weekend After 1 pm - 9 Holes LYG Golf $35.00 $35.00I $37.00 Lyon Oaks - Weekend After 1 pm - Extra 9 Holes LYG Golf $24.00 $24.00 $24.00 Lyon Oaks - Junior Weekend after 1pm - 18 Holes LYG Golf DISCONTINUE $15.00 $15.00 Lyon Oaks - Junior Weekend after 1pm - 9 Holes LYG Golf DISCONTINUE $10.00 $10.00 Lyon Oaks - Junior Weekend after 1 pm - Extra 9 Holes LYG Golf DISCONTINUE $5.00 $5.00 -4- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Lyon Oaks - Spring/Fall Rates - (Ooen - Mav 1. Oct 1 - Close) Lyon Oaks - Reg Weekend - 18 Holes Lyon Oaks - Reg Weekend - 9 Holes Lyon Oaks - Reg Weekend - Extra 9 Holes Lyon Oaks - Reg Weekday - 18 Holes Lyon Oaks - Reg Weekday - 9 Holes Lyon Oaks - Reg Weekday - Extra 9 Holes Lyon Oaks - Junior Weekday - 18 Holes Lyon Oaks - Junior Weekday- 9 Holes Lyon Oaks - Junior Weekday - Extra 9 Holes Lyon Oaks - Senior Weekday - 18 Holes Lyon Oaks - Senior Weekday - 9 Holes Lyon Oaks - Senior Weekday - Extra 9 Holes Lyon Oaks - Military/Veteran - Weekday - 18 Holes Lyon Oaks - Military/Veteran - Weekday - 9 Hales Lyon Oaks - Military/Veteran - Weekday - Extra 9 Holes Lyon Oaks - Adaptive - Weekday - 18 Holes Lyon Oaks -Adaptive - Weekday - 9 Holes Lyon Oaks - Adaptive - Weekday - Extra 9 Holes Lyon Oaks - Twilight Weekend & Holiday Lyon Oaks - Twilight Weekday Lyon Oaks - Weekend after 12 pm - 18 Holes Lyon Oaks - Weekend after 12 pm - 9 Holes Lyon Oaks - Weekend after 12 pm - X9 Holes Lyon Oaks - Junior Weekend after 12pm - 18 Holes Lyon Oaks - Junior Weekend after 12pm - 9 Holes Lyon Oaks - Junior Weekend after 12pm - Extra 9 Holes Lyon Oaks Facility Use Fees: Lyon Oaks Conference Center - Weekend (Fri -Sat) Hall - Per Dav Lyon Oaks Conference Center - Weekdav (Sun-Thl Hall - Per Dav Lyon Oaks Grill Room - Weekend (Fri -Sat) - Per Dav Lyon Oaks Grill Room - Weekdav (Sun-Thl - Per Dav Lyon Oaks Grill Room - Weekdav (Sun-Th) - Per Hour Lyon Oaks Conference Center - Weekend (Fri -Sat) Buffet Room - Per Dav Lyon Oaks Conference Center - Weekdav (Sun-Th) Buffet Room - Per Dav Lyon Oaks Conference Center - WeekdaV (Rim-Thl Riiffet Rnnm - Per Hniir Thursday, November 10, 2022 Budget Center I Category FY 2022 Proposed FY 2023 Code Rate Rate LYG Golf $59.00 $59.00I $61.00 LYG Golf $35.00 $35.00I $37.00 LYG Golf $24.00 $24.00 $24.00 LYG Golf $50.00 $50.00I $54.00 LYG Golf $30.00 $30.00I $33.00 LYG Golf $20.00 $20.00I $21.00 LYG Golf $15.00 $15.00 $15.00 LYG Golf $10.00 $10.00 $10.00 LYG Golf $5.00 $5.00 $5.00 LYG Golf $32.00 $32.00 $32.00I LYG Golf $20.00 $20.00 $20.00I LYG Golf $12.00 $12.00 $12.00I LYG Golf $32.00 $32.00 $32.00I LYG Golf $20.00 $20.00 $20.00I LYG Golf $12.00 $12.00 $12.00I LYG Golf $32.00 $32.00 $32.00I LYG Golf $20.00 $20.00 $20.00I LYG Golf $12.00 $12.00 $12.00I LYG Golf $28.00 $28.00 $28.00 LYG Golf $28.00 $28.00 $28.00 LYG Golf $50.00 $50.00I $54.00 LYG Golf $30.00 $30.00I $33.00 LYG Golf $20.00 $20.00I $21.00 LYG Golf DISCONTINUE $15.00 $15.00 LYG Golf DISCONTINUE $10.00 $10.00 LYG Golf DISCONTINUE $5.00 $5.00 LYG Golf N/A N/AI $ 1000.00 LYG Golf N/A N/AI $ 500.00 LYG Golf N/A N/AI $ 250.00 LYG Golf N/A N/AI $ 150.00 LYG Golf N/A N/AI $ 50.00 LYG Golf N/A N/AI $ 250.00 LYG Golf N/A N/AI $ 150.00 LYG Golf N/A N/A $ 50.00 -5- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center I Category Code Thursday, November 10, 2022 FY 2022 I Proposed FY 2023 Rate Rate RED OAKS GOLF COURSE Red Oaks - Summer Rates Red Oaks - High School Golf Team - 9 Holes RDG Golf $6.00 $6.00 $10.00 Red Oaks - Non -Golfing Rider RDG Golf $5.00 $5.00I $11.00 Red Oaks - Cart Reg - 9 Holes RDG Golf $10.00 $10.00I $11.00 Red Oaks - Junior Cart Rental - FREE WITH PAID ADULT RDG Golf $0.00 $0.00 $0.00 Red Oaks - League - Premium per Player RDG Golf $2.00 $2.00 $2.00 Red Oaks - Outing - Premium per Player RDG Golf $5.00 $5.00 $5.00 Red Oaks - Additional Non -Resident Fee (All Greens Fees Only) RDG Golf I $2.00 Red Oaks - Reg Weekend - 9 Holes RDG Golf $17.00 $17.00I $19.00 Red Oaks - Reg Weekend - 9 Holes After 12:OOpm RDG Golf $15.00 $15.00I $17.00 Red Oaks - Reg Weekday - 9 Holes RDG Golf $15.00 $15.00I $17.00 Red Oaks - Junior Weekday - 9 Holes RDG Golf $10.00 $10.00I $10.00 Red Oaks - Senior Weekday - 9 Holes RDG Golf $12.00 $12.00I $14.00 Red Oaks - Military/Veteran - Weekday - 9 Holes RDG Golf $12.00 $12.00I $14.00 Red Oaks - Adaptive - Weekday - 9 Holes RDG Golf $12.00 $12.00I $14.00 Red Oaks - Reg Twilight - 9 Holes RDG Golf $12.00 $12.00I $14.00 Red Oaks - Junior Weekend after 12pm - 9 Holes RDG Golf DISCONTINUE $10.00 $10.00 Red Oaks - Reg Weekend - 9 Holes - FootGolf RDG Golf $17.00 $17.00 $19.00 Red Oaks - Reg Weekend After 12:00 pm- 9 Holes - FootGolf RDG Golf $15.00 $15.00I $17.00 Red Oaks - Reg Weekday - 9 Holes - FootGolf RDG Golf $15.00 $15.00I $17.00 Red Oaks - Junior Weekday - 9 Holes - FootGolf RDG Golf $10.00 $10.00 $10.00 Red Oaks - Adaptive - Weekday - 9 Holes - FootGolf RDG Golf $12.00 $12.00 $14.00 Red Oaks - Military/Veteran - Weekday - 9 Holes - FootGolf RDG Golf $12.00 $12.00I $14.00 Red Oaks - Junior Weekend after 12pm - 9 Holes - FootGolf RDG Golf DISCONTINUE $10.00I $10.00 Red Oaks Facility Rental - Clubhouse RDG Golf $250.00 $250.00I $400.00 -6- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description I Budget Center Code Red Oaks - Fall Rates - (Oct 15 - Close) Red Oaks - Reg Weekend - 9 Holes Red Oaks - Weekend after 12:00pm - 9 Holes Red Oaks - Reg Weekday - 9 Holes Red Oaks - Junior Weekday - 9 Holes Red Oaks - Senior Weekday - 9 Holes Red Oaks - Military/Veteran - Weekday - 9 Holes Red Oaks - Adaptive - Weekday - 9 Holes Red Oaks - Reg Twilight - 9 Holes Red Oaks - Junior Weekend after 12pm - 9 Holes Red Oaks - Reg Weekend - 9 Holes - FootGolf Red Oaks - Weekend after 12:00 pm - 9 Holes - FootGolf Red Oaks - Reg Weekday - 9 Holes - FootGolf Red Oaks - Junior Weekday - 9 Holes - FootGolf Red Oaks - Military/Veteran - Weekday - 9 Holes - FootGolf Red Oaks - Adaptive - Weekday - 9 Holes - FootGolf Red Oaks - Junior Weekend after 12pm - 9 Holes - FootGolf Thursday, November 10, 2022 Category FY 2022 Proposed FY 2023 Rate I Rate RDG Golf $15.00 $15.00 $18.00 RDG Golf $14.00 $14.00 $16.00 RDG Golf $14.00 $14.00 $16.00 RDG Golf $10.00 $10.00 $10.00 RDG Golf $11.00 $11.00 $13.00 RDG Golf $11.00 $11.00 $13.00 RDG Golf $11.00 $11.00 $13.00 RDG Golf $10.00 $10.00 $13.00 RDG Golf DISCONTINUE $10.00 $10.00 RDG Golf $15.00 $15.00 $18.00 RDG Golf $14.00 $14.00 $16.00 RDG Golf $14.00 $14.00 $16.00 RDG Golf $10.00 $10.00 $10.00 RDG Golf $11.00 $11.00 $13.00 RDG Golf $11.00 $11.00 $13.00 RDG Golf DISCONTINUE $10.00 $13.00 OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Thursday, November 10, 2022 Fee Description Budget Center Category FY 2022 Proposed FY 2023 Code Rate Rate SPRINGFIELD OAKS GOLF COURSE Springfield Oaks - Summer Rates Springfield Oaks - High School Golf Team - 9 Holes SPG Golf $6.00 $6.00 $10.00 Springfield Oaks - Non -Golfing Rider- 18 Holes SPG Golf $5.00 $5.00I $17.00 Springfield Oaks - Non -Golfing Rider- 9 Holes SPG Golf $5.00 $5.00I $11.00 Springfield Oaks - Cart Reg - 18 Holes SPG Golf $16.00 $16.00I $17.00 Springfield Oaks - Cart Reg - 9 Holes SPG Golf $10.00 $10.00I $11.00 Springfield Oaks - Cart Reg - Extra 9 Holes SPG Golf $6.00 $6.00 $6.00 Springfield Oaks - Junior Cart Rental - FREE WITH PAID ADULT SPG Golf $0.00 $0.00 $0.00 Springfield Oaks - League - Premium per Player SPG Golf $2.00 $2.00 $2.00 Springfield Oaks - Outing - Premium per Player SPG Golf $5.00 $5.00 $5.00 Springfield Oaks - Reg Weekend - 18 Holes SPG Golf $33.00 $33.00I $34.00 Springfield Oaks - Reg Weekend - 9 Holes SPG Golf $20.00 $20.00I $21.00 Springfield Oaks - Reg Weekend - Extra 9 Holes SPG Golf $13.00 $13.00 $13.00 Springfield Oaks - Weekend after 2:00 pm - 18 Holes SPG Golf $30.00 $30.00 $30.00 Springfield Oaks - Weekend after 2:00 pm - 9 Holes SPG Golf $18.00 $18.00I $19.00 Springfield Oaks - Weekend after 2:00 pm - Extra 9 Holes SPG Golf $12.00 $12.00I $11.00 Springfield Oaks - Reg Weekday - 18 Hales SPG Golf $30.00 $30.00 $30.00 Springfield Oaks - Reg Weekday - 9 Holes SPG Golf $18.00 $18.00I $19.00 Springfield Oaks - Reg Weekday - Extra 9 Holes SPG Golf $12.00 $12.00I $11.00 Springfield Oaks - Junior Weekday - 18 Holes SPG Golf $15.00 $15.00 $15.00 Springfield Oaks - Junior Weekday - 9 Holes SPG Golf $10.00 $10.00 $10.00 Springfield Oaks - Junior Weekday - Extra 9 Holes SPG Golf $5.00 $5.00 $5.00 Springfield Oaks - Senior Weekday - 18 Holes SPG Golf $24.00 $24.00 $24.00 Springfield Oaks - Senior Weekday - 9 Holes SPG Golf $14.00 $14.00 $14.00 Springfield Oaks - Senior Weekday - Extra 9 Holes SPG Golf $10.00 $10.00 $10.00 Springfield Oaks - Military/Veteran - Weekday - 18 Holes SPG Golf $24.00 $24.00 $24.00 Springfield Oaks - Military/Veteran - Weekday - 9 Holes SPG Golf $14.00 $14.00 $14.00 Springfield Oaks - Military/Veteran - Weekday - Extra 9 Holes SPG Golf $10.00 $10.00 $10.00 Springfield Oaks - Adaptive - 7 days - 18 Holes SPG Golf $24.00 $24.00 $24.00 Springfield Oaks - Adaptive - 7 days - 9 Holes SPG Golf $14.00 $14.00 $14.00 Springfield Oaks - Adaptive - 7 days - Extra 9 Holes SPG Golf $10.00 $10.00 $10.00 Springfield Oaks - Reg Twilight - 9 Holes SPG Golf $13.00 $13.00I $14.00 Springfield Oaks -Junior Weekend after 12pm - 18 Holes SPG Golf DISCONTINUE $15.00 $15.00 Springfield Oaks - Junior Weekend after 12pm - 9 Holes SPG Golf DISCONTINUE $10.00 $10.00 Springfield Oaks - Junior Weekend after 12pm - Extra 9 Holes SPG Golf DISCONTINUE $5.00 $5.00 Springfield Oaks Facility Rental - Grill Room SPG Golf $400.00 $400.00 $400.00 -8- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Thursday, November 10, 2022 Budget Center FY 2021 T FY 2022 Proposed FY 2023 Code CategoryRate Rate I Rate Springfield Oaks - Fall Rates - (Oct 15 - Close) Springfield Oaks - Reg Weekend - 18 Holes SPG Golf $30.00 $30.00 $30.00 Springfield Oaks - Reg Weekend - 9 Holes SPG Golf $18.00 $18.00I $19.00 Springfield Oaks - Reg Weekend - Extra 9 Holes SPG Golf $12.00 $12.00I $11.00 Springfield Oaks - Weekend after 2:00 pm - 18 Holes SPG Golf $27.00 $27.00I $28.00 Springfield Oaks - Weekend after 2:00 pm - 9 Holes SPG Golf $16.00 $16.00I $17.00 Springfield Oaks - Weekend after 2:00 pm - Extra 9 Holes SPG Golf $11.00 $11.00 $11.00 Springfield Oaks - Reg Weekday - 18 Holes SPG Golf $27.00 $27.00I $28.00 Springfield Oaks - Reg Weekday - 9 Holes SPG Golf $16.00 $16.00I $17.00 Springfield Oaks - Reg Weekday - Extra 9 Holes SPG Golf $11.00 $11.00 $11.00 Springfield Oaks - Junior Weekday - 18 Holes SPG Golf $15.00 $15.00 $15.00 Springfield Oaks - Junior Weekday - 9 Holes SPG Golf $10.00 $10.00 $10.00 Springfield Oaks - Junior Weekday - Extra 9 Hole SPG Golf $5.00 $5.00 $5.00 Springfield Oaks - Senior Weekday - 18 Holes SPG Golf $18.00 $18.00 $18.00 Springfield Oaks - Senior Weekday - 9 Holes SPG Golf $11.00 $11.00 $11.00 Springfield Oaks - Senior Weekday - Extra 9 Holes SPG Golf $7.00 $7.00 $7.00 Springfield Oaks - Military/Veteran - Weekday - 18 Holes SPG Golf $18.00 $18.00 $18.00 Springfield Oaks - Military/Veteran - Weekday - 9 Holes SPG Golf $11.00 $11.00 $11.00 Springfield Oaks - Military/Veteran - Weekday - Extra 9 Holes SPG Golf $7.00 $7.00 $7.00 Springfield Oaks - Adaptive - 7 days - 18 Holes SPG Golf $18.00 $18.00 $18.00 Springfield Oaks - Adaptive - 7 days - 9 Holes SPG Golf $11.00 $11.00 $11.00 Springfield Oaks - Adaptive - 7 days - Extra 9 Holes SPG Golf $7.00 $7.00 $7.00 Springfield Oaks - Reg Twilight - 9 Holes SPG Golf $11.00 $11.00 $11.00 Springfield Oaks - Junior Weekend after 12pm - 18 Holes SPG Golf DISCONTINUE $15.00 $15.00 Springfield Oaks - Junior Weekend after 12pm - 9 Holes SPG Golf DISCONTINUE $10.00 $10.00 Springfield Oaks - Junior Weekend after 12pm - Extra 9 Holes SPG Golf DISCONTINUE $5.00 $5.00 -9- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description WHITE LAKE OAKS GOLF COURSE White Lake Oaks - Summer Rates White Lake Oaks - High School Golf Team - 9 Holes White Lake Oaks - Non -Golfing Rider - 18 Holes White Lake Oaks - Non -Golfing Rider - 9 Holes White Lake Oaks - Cart Reg - 18 Holes White Lake Oaks - Cart Reg - 9 Holes White Lake Oaks - Cart Reg - Extra 9 Holes White Lake Oaks - Junior Cart Rental - FREE WITH PAID ADULT White Lake Oaks - League - Premium per Player White Lake Oaks - Outing - Premium per Player White Lake Oaks - Reg Weekend - 18 Holes White Lake Oaks - Reg Weekend - 9 Holes White Lake Oaks - Reg Weekend - Extra 9 Holes White Lake Oaks - Weekend after 2:00 pm - 18 Holes White Lake Oaks - Weekend after 2:00 pm - 9 Holes White Lake Oaks - Weekend after 2:00 pm - Extra 9 Holes White Lake Oaks - Reg Weekday - 18 Hales White Lake Oaks - Reg Weekday - 9 Holes White Lake Oaks - Reg Weekday - Extra 9 Holes White Lake Oaks - Junior Weekday - 18 Holes White Lake Oaks - Junior Weekday - 9 Holes White Lake Oaks - Junior Weekday - Extra 9 Holes White Lake Oaks - Senior Weekday - 18 Holes White Lake Oaks - Senior Weekday - 9 Holes White Lake Oaks - Senior Weekday - Extra 9 Holes White Lake Oaks - Military/Veteran - Weekday - 18 Holes White Lake Oaks - Military/Veteran - Weekday - 9 Holes White Lake Oaks - Military/Veteran - Weekday - Extra 9 Holes White Lake Oaks - Adaptive - Weekday - 18 Holes White Lake Oaks - Adaptive - Weekday - 9 Holes White Lake Oaks - Adaptive - Weekday - Extra 9 Holes White Lake Oaks -Reg Twilight - 9 Holes White Lake Oaks - Junior Weekend after 12pm - 18 Holes White Lake Oaks - Junior Weekend after 12pm - 9 Holes White Lake Oaks - Junior Weekend after 12pm - Extra 9 Holes Thursday, November 10, 2022 Budget Center I Category FY 2022 Proposed FY 2023 Code Rate Rate WLG Golf $5.00 $5.00I $10.00 WLG Golf $5.00 $5.00I $17.00 WLG Golf $5.00 $5.00I $11.00 WLG Golf $16.00 $16.00I $17.00 WLG Golf $10.00 $10.00I $11.00 WLG Golf $6.00 $6.00 $6.00 WILG Golf $0.00 $0.00 $0.00I WLG Golf $2.00 $2.00 $2.00I WLG Golf $5.00 $5.00 $5.00I WLG Golf $29.00 $29.00I $31.00 WLG Golf $18.00 $18.00I $19.00 WLG Golf $11.00 $11.00I $12.00 WLG Golf $26.00 $26.00 $26.00 WLG Golf $16.00 $16.00I $17.00 WLG Golf $10.00 $10.00I $9.00 WLG Golf $26.00 $26.00 $26.00 WLG Golf $16.00 $16.00I $17.00 WLG Golf $10.00 $10.00I $9.00 WLG Golf $15.00 $15.00 $15.00 WLG Golf $10.00 $10.00 $10.00I WLG Golf $5.00 $5.00 $5.00I WLG Golf $22.00 $22.00 $22.00I WLG Golf $14.00 $14.00 $14.00I WLG Golf $8.00 $8.00 $8.00I WLG Golf $22.00 $22.00 $22.00I WLG Golf $14.00 $14.00 $14.00I WLG Golf $8.00 $8.00 $8.00I WLG Golf $22.00 $22.00 $22.00I WLG Golf $14.00 $14.00 $14.00I WLG Golf $8.00 $8.00 $8.00I WLG Golf $13.00 $13.00I $14.00 WLG Golf DISCONTINUE $15.00 $15.00 WLG Golf DISCONTINUE $10.00 $10.00I WLG Golf DISCONTINUE $5.00 $5.00I -10- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description White Lake Oaks - Fall Rates - (Oct 15 - Close) White Lake Oaks - Reg Weekend - 18 Holes White Lake Oaks - Reg Weekend - 9 Holes White Lake Oaks - Reg Weekend - Extra 9 Holes White Lake Oaks - Weekend after 2:00 pm - 18 Holes White Lake Oaks - Weekend after 2:00 pm - 9 Holes White Lake Oaks - Weekend after 2:00 pm - Extra 9 Holes White Lake Oaks - Reg Weekday - 18 Holes White Lake Oaks - Reg Weekday - 9 Holes White Lake Oaks - Reg Weekday - Extra 9 Holes White Lake Oaks - Junior Weekday - 18 Holes White Lake Oaks - Junior Weekday- 9 Holes White Lake Oaks - Junior Weekday - Extra 9 Holes White Lake Oaks - Senior Weekday - 18 Holes White Lake Oaks - Senior Weekday - 9 Holes White Lake Oaks - Senior Weekday - Extra 9 Holes White Lake Oaks - Military/Veteran - Weekday - 18 Holes White Lake Oaks - Military/Veteran - Weekday - 9 Hales White Lake Oaks - Military/Veteran - Weekday - Extra 9 Holes White Lake Oaks - Adaptive - Weekday - 18 Holes White Lake Oaks - Adaptive - Weekday - 9 Holes White Lake Oaks - Adaptive - Weekday - Extra 9 Holes White Lake Oaks - Reg Twilight - 9 Holes White Lake Oaks - Junior Weekend after 12pm - 18 Holes White Lake Oaks - Junior Weekend after 12pm - 9 Holes White Lake Oaks - Junior Weekend after 12pm - Extra 9 Holes White Lake Oaks Facility Use Fees: White Lake Oaks Activity Center - Weekend (Fri -Sat) Hall - Per Dav White Lake Oaks Activity Center - Weekdav (Sun-Th) Hall - Per Dav White Lake Oaks Activity Center - Weekend (Fri -Sat) Hall + Grill Room - Per Dav White Lake Oaks Activity Center - Weekdav (Sun-Th) Hall + Grill Room - Per Dav White Lake Oaks Activity Center - Weekend (Fri -Sat) Grill Room - Per Dav White Lake Oaks Activity Center - Weekdav (Sun-Thl Grill Room - Per Dav White Lake Oaks Activity Center - Weekend (Fri -Sat) Buffet Room - Per Dav White Lake Oaks Activity Center - WeekdaV (Sun-Th1 Buffet Rnnm - Per Dav Thursday, November 10, 2022 Budget Center I Category FY 2022 Proposed FY 2023 Code Rate Rate WLG Golf $26.00 $26.00 $26.00I WLG Golf $16.00 $16.00I $17.00 WLG Golf $10.00 $10.00I $9.00 WLG Golf $23.00 $23.00I $24.00 WLG Golf $15.00 $15.00 $15.00 WLG Golf $8.00 $8.00I $9.00 WLG Golf $23.00 $23.00I $24.00 WLG Golf $15.00 $15.00 $15.00 WLG Golf $8.00 $8.00I $9.00 WLG Golf $15.00 $15.00 $15.00 WLG Golf $10.00 $10.00 $10.00I WLG Golf $5.00 $5.00 $5.00I WLG Golf $18.00 $18.00 $18.00I WLG Golf $11.00 $11.00 $11.00I WLG Golf $7.00 $7.00 $7.00I WLG Golf $18.00 $18.00 $18.00I WLG Golf $11.00 $11.00 $11.00I WLG Golf $7.00 $7.00 $7.00I WLG Golf $18.00 $18.00 $18.00I WLG Golf $11.00 $11.00 $11.00I WLG Golf $7.00 $7.00 $7.00I WLG Golf $11.00 $11.00 $11.00I WLG Golf DISCONTINUE $15.00 $15.00I WLG Golf DISCONTINUE $10.00 $10.00I WLG Golf DISCONTINUE $5.00 $5.00I WLG Golf $ 1000.00 $ 1000.00 $ 1000.00 WLG Golf $ 500.00 $ 500.00 $ 500.00 WLG Golf $ 1200.00 $ 1200.00 $ 1200.00 WLG Golf $ 700.00 $ 700.00 $ 700.00 WLG Golf $ 250.00 $ 250.00 $ 250.00 WLG Golf $ 150.00 $ 150.00 $ 150.00 WLG Golf $250.00 $250.00 $ 250.00 WLG Golf $150.00 $150.00 $ 150.00 OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center Code Thursday, November 10, 2022 Category FY 2022 Rate Proposed FY 2023 Rate CAMPGROUNDS: ADDISON OAKS PARK Addison Oaks Cabins - Two Person -Nightly ADD Camp - Cabin/Yurt Rental $80.00 $80.00 $80.00 Addison Oaks Cabins - Two Person - Special Event/Holiday ADD Camp - Cabin/Yurt Rental $85.00 $85.00 $85.00 Addison Oaks Cabins - Four Person -Nightly ADD Camp - Cabin/Yurt Rental $80.00 $80.00 $80.00 Addison Oaks Cabins - Four Person - Special Event/Holiday ADD Camp - Cabin/Yurt Rental $85.00 $85.00 $85.00 Addison Oaks Cabins - Six Person - Nightly ADD Camp - Cabin/Yurt Rental $110.00 $110.00 $110.00 Addison Oaks Cabins - Six Person - Special Event/Holiday ADD Camp - Cabin/Yurt Rental $115.00 $115.00 $115.00 Addison Oaks Yurts - Six Person - Nightly ADD Camp - Cabin/Yurt Rental $110.00 $110.00 $110.00 Addison Oaks Yurts - Six Person - Special Event/Holiday ADD Camp - Cabin/Yurt Rental $115.00 $115.00 $115.00 Addison Oaks Campsites - Senior/Adaptive/MilitaryNeteran Discount ADD Camp - Campsites -$2.00 -$2.00I DISCONTINUE Addison Oaks Campsites - Weekend Rate ADD Camp - Campsites $35.00 $35.00I $38.00 Addison Oaks Campsites - Weekend Rate - ADD Camp - Campsites $30.00 $30.00I $32.00 Oakland Countv Resident Addison Oaks Campsites - Weekday / Shoulder Season ADD Camp - Campsites $35.00 $35.00I $38.00 Addison Oaks Campsites - Weekday / Shoulder Season - Oakland ADD Camp - Campsites $30.00 $30.00I $32.00 Countv Resident Addison Oaks Campsites - Pull Through Campsite ADD Camp - Campsites $5.00 $5.00 $5.00 (in Addition to Standard Rate) Addison Oaks Campsites - Monthly Rate - Modern Site ADD Camp - Campsites $700.00 $700.00I 25% OFF Addison Oaks Campsites - Pull Through Site Monthly Rate ADD Camp - Campsites $800.00 $800.00I 25% OFF Addison Oaks Campsites - Monthly Rate - Modern Site ADD Camp - Campsites $650.00 $650.00I DISCONTINUE Seniors 62+. Militarv/Veteran. Adantive Addison Oaks Campsites - Pull Through Site Monthly Rate - ADD Camp - Campsites $750.00 $750.00I DISCONTINUE Seniors 62+. Militarv/Veteran. Adaptive Addison Oaks Campsites - Small Group Campsites (10 spaces) with ADD Camp - Campsites $200.00 $200.00I $575.00 Pavilion - Reaular/Weekly Addison Oaks Campsites - Small Group Campsites (10 spaces) with ADD Camp - Campsites $225.00 $225.00I $575.00 Pavilion - Holidav / Snecial Event/Weekly Addison Oaks Campsites - Small Group Campsites (10 spaces) ADD Camp - Campsites $175.00 $175.00I $525.00 without Pavilion/Weekly Addison Oaks Campsites - Small Group Campsites (10 spaces) ADD Camp - Campsites $200.00 $200.00I $525.00 without Pavilion - Holidav / Snecial Event/Weekly Addison Oaks Campsites - Large Group Campsites (16 spaces) - ADD Camp - Campsites $300.00 $300.00I $850.00 Reaular Weekly Addison Oaks Campsites - Large Group Campsites (16 spaces) - ADD Camp - Campsites $350.00 $350.00I $850.00 Holidav / Snecial Event/Weekly Addison Oaks Campsites - Group Campsite Youth Camping Site /Per ADD Camp - Campsites $50.00 $50.00 $50.00 Niaht Addison Oaks Campsite - Campsite Overflow Weekday ADD Camp - Campsites $25.00 $25.00 $25.00 Per Site Addison Oaks -Additional Vehicle ADD Camp - Campsites $5.00 $5.00 $5.00 Addison Oaks Facility Rental - Trails Edge Weekday (Mon -Fri) ADD Park - Facility Rental - Pavilion $50.00 $50.00 $50.00 Addison Oaks Facility Rental - Trails Edge Weekend/ ADD Park - Facility Rental - Pavilion $200.00 $200.00 $200.00 (Sat -Sun or Holidav) Addison Oaks Facility Rental - Lakeview Weekday (Mon -Fri) ADD Park - Facility Rental - Pavilion $50.00 $50.00 $50.00 Addison Oaks Facility Rental - Lakeview Weekend/Holiday ADD Park - Facility Rental - Pavilion $200.00 $200.00 $200.00 (Sat -Sun or Holidav) Addison Oaks Facility Rental - Timber Ridge Weekday ADD Park - Facility Rental - Pavilion $50.00 $50.00 $50.00 (Mon -Fri) Addison Oaks Facility Rental - Timber Ridge Weekend/Holiday (Sat- ADD Park - Facility Rental - Pavilion $200.00 $200.00 $200.00 Sun or Holidav) Addison Oaks Facility Rental - Adams Lake Lodge Weekday ADD Park - Facility Rental - Pavilion $150.00 $150.00 $150.00 (Mon -Fri) Addison Oaks Facility Rental - Adams Lake Lodge Weekend/Holiday ADD Park - Facility Rental - Pavilion $250.00 $250.00 $250.00 (Sat -Sun or Holidav) Addison Oaks Bikes - Mountain Bikes Half Hour Rental ADD Park - Sports & Activity $5.00 $5.00 $5.00 Eauioment Rentals Addison Oaks Bikes - Specialty Bikes Half Hour Rental ADD Park - Sports & Activity $5.00 $5.00 $5.00 Eauioment Rentals Addison Oaks Boats - Kayak (1 Person) Half Hour Rental ADD Park - Sports & Activity $5.00 $5.00 $5.00 Eauioment Rentals Addison Oaks Boats - Kayak (2 Person) Half Hour Rental ADD Park - Sports & Activity $5.00 $5.00 $5.00 Eauinment Rentals Addison Oaks Boats - Pedal Boats Half Hour Rental ADD Park - Sports & Activity $5.00 $5.00 $5.00 Eauioment Rentals Addison Oaks Boats - Rowboat One Day Rental ADD Park - Sports & Activity $10.00 $10.00 $10.00 Eauinment Rentals Addison Oaks Dump Station - Onsite Dumping Fee per color (Black ADD Park - Waterslide $30.00 $30.00 $30.00 or Grav) Addison Oaks Dump Station - Honey Wagon Per Pump ADD Park - Dump Station $30.00 $30.00 $30.00 -12- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Thursday, November 10, 2022 Fee Description Budget Center Category FY 2022 Proposed FY 2023 Code A F Rate Rate GROVELAND OAKS PARK -1 Groveland Oaks Cabins - Two Person -Nightly GRV Camp - Cabin/Yurt Rental $80.00 $80.00 $80.00 Groveland Oaks - Two Person Cabins -Holiday and Special event (in GRV Camp - Cabin/Yurt Rental $5.00 $5.00 $5.00 Addition to Niahtly Rate) Groveland Oaks Cabins - Four Person -Nightly GRV Camp - Cabin/Yurt Rental $80.00 $80.00 $80.00 Groveland Oaks Cabins - Four Person -Holiday and GRV Camp - Cabin/Yurt Rental $5.00 $5.00 $5.00 Special Event (in Addition to Niahtly Ratel Groveland Oaks Cabins - Six Person - Nightly GRV Camp - Cabin/Yurt Rental $115.00 $115.00 $115.00 Groveland Oaks Cabins - Six Person -Holiday and GRV Camp - Cabin/Yurt Rental $5.00 $5.00 $5.00 Special Event (in Addition to Niahtly Ratel Groveland Oaks Yurts - Six Person - Nightly GRV Camp - Cabin/Yurt Rental $125.00 $125.00 $125.00 Groveland Oaks Yurts - Six Person -Holiday and GRV Camp - Cabin/Yurt Rental $5.00 $5.00 $5.00 Special Event (in Addition to standard Ratel Groveland Oaks Cabins/Yurt - Security Deposit per stay GRV Camp - Cabin/Yurt Rental $50.00 $50.00 $50.00 Groveland Oaks Campsites - Group Campsites Scouts Site Fee GRV Camp - Campsites $25.00 $25.00 $25.00 Groveland Oaks Campsites - Group Campsites Scouts GRV Camp - Campsites $5.00 $5.00 $5.00 Per Camper Fee Groveland Oaks Campsites - Full Hookup Nightly Rate GRV Camp - Campsites $50.00 $50.00I $53.00 Groveland Oaks Campsites - Full Hookup Pull Through Nightly Rate GRV Camp - Campsites $55.00 $55.00I $58.00 Groveland Oaks Campsites - Water and Electric Nightly Rate GRV Camp - Campsites $40.00 $40.00I $43.00 Groveland Oaks Campsites - Resident Discount off Nightly Rate GRV Camp - Campsites -$5.00 -$5.00I $6.00 Groveland Oaks Campsites - Senior, Adaptive, Military and Veteran GRV Camp - Campsites -$2.00 -$2.00I DISCONTINUE Discount off Niahtly Rate Groveland Oaks Campsites - Full Hookup Monthly Rate GRV Camp - Campsites $900.00 $900.00 k 0% OFF Daily Rate Groveland Oaks Campsites - Water and Electric Monthly Rate GRV Camp - Campsites $750.00 $750.00I 30%OFF Daily Rate Groveland Oaks Campsites - Monthly Rate Seniors 62+ Discount GRV Camp - Campsites -$50.00 -$50.00I DISCONTINUE Groveland Oaks Campsites - Group Area #1 GRV Camp - Campsites $1,200.00 $1,200.00 $1,200.00 Groveland Oaks Campsites - Group Area #2-11 GRV Camp - Campsites $1,000.00 $1,000.00 $1,000.00 Groveland Oaks Campsites - Group Area #12 GRV Camp - Campsites $900.00 $900.00I $1,200.00 Groveland Oaks Campsites - Group Area -Holiday and Special Event GRV Camp - Campsites $100.00 $100.00 $100.00 (in Addition to standard Rate) Groveland Oaks Facility Rental - Paradise Island GRV Park - Facility Rental - Pavilion $200.00 $200.00 $200.00 Groveland Oaks Facility Rental - Mathews Island GRV Park - Facility Rental - Pavilion $150.00 $150.00 $150.00 Groveland Oaks Bikes - Specialty Bikes Half Hour Rental GRV Park - Sports & Activity $5.00 $5.00 $5.00 Eauinment Rentals Groveland Oaks Boats - Kayak (1 Person) Per Half Hour Rental GRV Park - Sports & Activity $5.00 $5.00 $5.00 Eauioment Rentals Groveland Oaks Boats - Kayak (2 Person) Per Half Hour Rental GRV Park - Sports & Activity $5.00 $5.00 $5.00 Eauinment Rentals Groveland Oaks Boats - Pedal Boats Per Half Hour Rental GRV Park - Sports & Activity $5.00 $5.00 $5.00 Eauioment Rentals Groveland Oaks Boats - Corel Half Hour Rental GRV Park - Sports & Activity $5.00 $5.00 $5.00 Eauinment Rentals Groveland Oaks Boats - Rowboat One Day Rental GRV Park - Sports & Activity $20.00 $20.00 $20.00 Eauioment Rentals Groveland Oaks Miniature Golf - Per Round GRV Park - Sports & Activity $5.00 $5.00I FREE Eauinment Rentals Groveland Oaks Waterside - Inflatable Waterside - Day Pass GRV Park - Waterside $5.00 $5.00 $5.00 Groveland Oaks Waterside - Inflatable Waterside - Per Ride GRV Park - Waterside $1.00 $1.00I $5.00 Groveland Oaks Dump Station - Onsite Dumping Fee per color GRV Park - Campground $30.00 $30.00 $30.00 (Black or Grav) *Black and Grev fooether on/v Groveland Oaks Day Use - Special Event Entry Fee GRV Day Use $10.00 $10.00I DISCONTINUE (Fireworks /Fea ner rar1 -13- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center Code Thursday, November 10, 2022 Category FY 2022 Rate Proposed FY 2023 Rate PARKS: MMMM"016- CATALPA OAKS PARK Catalpa Oaks Facility Rental - CAT Park - Facility Rental - Pavilion $150.00 $175.00 $200.00 Greenfield Pavilion Weekdav (Mon-Thur) Catalpa Oaks Facility Rental - CAT Park - Facility Rental - Pavilion $250.00 $300.00 $300.00 Greenfield Pavilion Weekend/Holidav (Fri -Sat -Sun or Holidavl Catalpa Oaks Facility Rental - CAT Park - Facility Rental - Sports $150.00 DISCONTINUE DISCONTINUE Cross Country ner Dav Weekdav (Mon-Fril Fields Catalpa Oaks Facility Rental - Soccer Field Per Hour (Fields C and D) CAT Park - Facility Rental - Sports $20.00 $30.00 $30.00 Fields Catalpa Oaks Facility Rental - Soccer Field Per Hour (Fields E and F) CAT Park - Facility Rental - Sports $20.00 $20.00 $20.00 Fields Catalpa Oaks Facility Rental - Baseball per Hour CAT Park - Facility Rental - Sports $20.00 $20.00 $20.00 Fields HOLLY OAKS ORV PARK Daily Entrance Fee - Online HRV ORV PARK $15.00 $30.00 $30.00 Daily Entrance Fee - At the Gate HRV ORV PARK $20.00 $30.00 $30.00 Five -Visit Punch Card HRV ORV PARK $120.00I DISCONTINUE Daily Corporate/Non-Public Daily Facility Rental Fee June - August HRV ORV Park $2,000.00 DISCONTINUE DISCONTINUE Daily Corporate/Non-Public Day Facility Fental Fee HRV ORV PARK $1,500.00 DISCONTINUE DISCONTINUE September/October Daily Corporate/Non-Public Facility Rental Fee - December- March HRV ORV Park $1,000.00 DISCONTINUE DISCONTINUE Daily Corporate/Non-Public Facility Rental Fee - May - October HRV ORV PARK $2,500.00 $2,500.00 Daily Corporate/Non-Public Facility Rental Fee - November - April HRV ORV PARK $1,500.00 $1,500.00 Daily Corporate/Public/Weekday Facility Rental Fee (Until 2 p.m.) HRV ORV PARK $1,500.00I $750.00 Weekend Vendor / Program (Non -Exclusive) HRV ORV PARK $500.00I $500.00 HRV Annual Pass HRV ORV PARK $250.00I $199.00 INDEPENDENCE OAKS PARK Independence Oaks Campsites - Per Camper Fee IND Camp - Campsites $6.00 $6.00 $6.00 Independence Oaks Campsites - Per Camper Fee - IND Camp - Campsites $5.00 $5.00 $5.00 Oakland Countv Resident Independence Oaks Campsites - Per Site Fee IND Camp - Campsites $30.00 $30.00 $30.00 Independence Oaks Campsites - Per Site Fee - IND Camp - Campsites $25.00 $25.00 $25.00 Oakland Countv Resident Independence Oaks Facility Rental - Oaks - Beach Cove IND Park - Facility Rental - Pavilion $275.00 $275.00I $300.00 Independence Oaks Facility Rental - Oaks - Lake Point IND Park - Facility Rental - Pavilion $275.00 $275.00I $300.00 Independence Oaks Facility Rental - Oaks - Lake View IND Park - Facility Rental - Pavilion $275.00 $275.00I $300.00 Independence Oaks Facility Rental - Oaks - Moraine Knoll IND Park - Facility Rental - Pavilion $350.00 $350.00I $375.00 Independence Oaks Facility Rental - Oaks - Pine Grove IND Park - Facility Rental - Pavilion $275.00 $275.00I $300.00 Independence Oaks Facility Rental - Oaks - Trail Side IND Park - Facility Rental - Pavilion $250.00 $250.00I $275.00 Independence Oaks Facility Rental - Oaks - Twin Chimneys IND Park - Facility Rental - Pavilion $450.00 $500.00I $525.00 Independence Oaks Facility Rental - Oaks- Cohn Amphitheater IND Park - Facility Rental - Pavilion $200.00 $200.00I $225.00 Independence Oaks Facility Rental - Oaks- Grill IND Park - Facility Rental - Pavilion $25.00 $25.00I DISCONTINUE Independence Oaks Facility Rental - Oaks- Port -a -Jon IND Park - Facility Rental - Pavilion $100.00 $100.00 $100.00 Independence Oaks Facility Rental - Wint Nature Center- IND Park - Facility Rental - Pavilion $350.00 $350.00I DISCONTINUE Great Room Independence Oaks Facility Rental - Wint Nature Center- IND Park - Facility Rental - Pavilion $150.00 $150.00I DISCONTINUE Class Rooms Independence Oaks Facility Rental - Wint Nature Center- Meeting IND Park - Facility Rental - Pavilion $125.00 $125.00I DISCONTINUE Room (Fri -Sun) Independence Oaks Facility Rental - Wint Nature Center- Meeting IND Park - Facility Rental - Pavilion $50.00 $50.00I DISCONTINUE Room (Mon-Thur) Independence Oaks Facility Rental - Wint Nature Center- IND Park - Facility Rental - Pavilion $100.00 $100.00I DISCONTINUE Tent/Sensory Garden Independence Oaks Facility Rental - Wint Nature Center- Sensory IND Park - Facility Rental - Pavilion $75.00 $75.00I DISCONTINUE Garden Independence Oaks Winter Sports - Cross Country Ski Set IND Park - Sports & Activity $20.00 $20.00 $20.00 All Dav Rental Eauioment Rentals Independence Oaks Winter Sports - Poles All Day Rental IND Park - Sports & Activity $5.00 $5.00 $5.00 Eauioment Rentals Independence Oaks Winter Sports - Skis All Day Rental IND Park - Sports & Activity $10.00 $10.00 $10.00 Eauioment Rentals Independence Oaks Winter Sports - Snowshoe Set IND Park - Sports & Activity $12.00 $12.00I DISCONTINUE Fniir Hot jr Rental me Frminnt Rentals -14- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Thursday, November 10, 2022 Fee Description I Budget Center I Category I FY 2022 Proposed FY 2023 Code Rate Rate LYON OAKS PARK Lyon Oaks Facility Rental - Wood's Edge LYP Park - Facility Rental - Pavilion $150.00 $150.00 $150.00 Lyon Oaks Facility Rental - Cricket Cages - Per Hour LYP Park - Facility Rental - Sports $25.00 $25.00 $25.00 Fields Lyon Oaks Facility Rental - Cricket Field - Per Hour LYP Park - Facility Rental - Sports $70.00 $70.00 $70.00 Fields Lyon Oaks Facility Rental - Cricket Field LYP Park - Facility Rental - Sports $500.00 $500.00 $500.00 - One Dav Rental Fields Lyon Oaks Facility Rental - Soccer Field per Day LYP Park - Facility Rental - Sports $250.00 $250.00 $250.00 Fields Lyon Oaks Facility Rental - Soccer Field Per Hour LYP Park - Facility Rental - Sports $35.00 $35.00 $35.00 Fields ORION OAKS PARK I I �I Orion Oaks Facility Rental - Large Run ORN Park - Facility Rental - Dog Park $150.00 $150.00 $150.00 Orion Oaks Facility Rental - Small Run ORN Park - Facility Rental - Dog Park $100.00 $100.00 $100.00 Orion Oaks Facility Rental- Big Meadow Pavilion ORN Park -Facility Rental- Dog Park $75.00 $75.00 $75.00 RED OAKS PARK Red Oaks - Nature Center RDP I Park - Facility Rental - Nature I $ 250.00 I $ 250.00 I $ 250.00 SPRINGFIELD OAKS PARK SAC Park - Facility Rental - Banquet $800.00 $1,000.00 $1,000.00 Springfield Oaks Facility Rental - Activity Center Facilitv SAC Park - Facility Rental - Banquet $400.00 $500.00 $500.00 Springfield Oaks Facility Rental - Carousel Room Facilitv SAC Park - Facility Rental - Banquet $400.00 $500.00 $500.00 Springfield Oaks Facility Rental - Grand Hall Facilitv SAC Park - Facility Rental - Banquet $800.00 $1,000.00 I $800.00 Springfield Oaks Facility Rental - Activity Center -m Facility SAC Park - Facility Rental - Banquet $400.00 $500.00 I $400.00 Springfield Oaks Facility Rental - Carousel Room - m Facilitv SAC Park - Facility Rental - Banquet $400.00 $500.00 I $400.00 Springfield Oaks Facility Rental - Grand Hall -m Facility Springfield Oaks Facility Rental - Grand Hall/Carousel Hall Weekday SAC Park - Facility Rental - Banquet $20.00 $25.00 $25.00 Per Hour Facility Springfield Oaks Facility Rental - Ellis Barn (2024) SAC Park - Facility Rental - Banquet $4,500.00 $5,000.00 $5,000.00 (Per Three Day Weekend) Facility SAC Park - Facility Rental - Banquet $600.00 $600.00 $600.00Facility Springfield Oaks Facility Rental - Ellis Barn (Half Dav Rental - M-Th) Springfield Oaks Facility Rental - Ellis Barn SAC Park - Facility Rental - Banquet $100.00 $100.00 $100.00 (Add Hours to Eiqht Hour Rental) Facility SAC Park - Facility Rental - Banquet $1,000.00 $1,500.00 $1,500.00 Springfield Oaks Facility Rental - Ellis Barn (Eight Hours - M-Th) Facility Springfield Oaks Facility Rental - Barn Rental & Pavilion SAC Park - Facility Rental - Facilities $350.00 $350.00 $350.00 Springfield Oaks Facility Rental - Main Event Arena SAC Park - Facility Rental - Grounds $500.00 Springfield Oaks Facility Rental - Grounds Only - No Buildings per Day SAC Park -Facility Rental -Grounds $1,000.00 (M-Th) Springfield Oaks Facility Rental - Grounds Only - No Buildings per Day SAC Park -Facility Rental -Grounds $1,500.00 (Fri/Sat/Sun) Springfield Oaks Facility Rental - Full Park Rental per DaV (M-Th) SAC Park - Facility Rental - Grounds $3,000.00 Springfield Oaks Facility Rental - Full Park Rental per Dav (Fri/Sat/Sun) SAC Park - Facility Rental - Grounds I $8,000.00 Springfield Oaks Facility Rental - Event Campinq per Site SAC Park - Facility Rental - Grounds I $25.00 Springfield Oaks Facility Rental - Horse Arena per Dav SAC Park - Facility Rental - Grounds $350.00 $350.00 $350.00 Springfield Oaks Facility Rental - Horse Area (Includes Arenas, Barn, SAC Park -Facility Rental -Grounds I $1,100.00 and Campinq up to 50) Springfield Oaks Facility Rental - Horse Arena per Hour M-Th SAC Park - Facility Rental - Grounds I $25.00 Springfield Oaks Facility Rental - Horse Arena Per Stall SAC Park - Facility Rental - Grounds $10.00 $10.00 DISCONTINUE SDringfield Oaks Facilitv Rental - Bunkers (Grill Room) SPR Park - Facility Rental - Grounds $400.00 $400.00 $400.00 -15- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description WATERFORD OAKS PARK Waterford Oaks Facility Rental - Activity Center Waterford Oaks Facility Rental - Lookout Lodge Waterford Oaks Facility Rental - Paradise Peninsula Waterford Oaks Facility Rental - Parkview WATERFORD OAKS COUNTY FARMERS MARKET Waterford Oaks County Market Events - Communitv Garage Sale Waterford Oaks County Market Events - PER STALL Holidav Sh000ino Niaht Waterford Oaks County Market Events - Flower Day Waterford Oaks County Market - Annual Stall Rental Waterford Oaks County Market - Annual Stall Rental - Inside Waterford Oaks County Market - Building Rental - Each Additional Hour Waterford Oaks County Market - Buildino Rental (Eight Hours) Waterford Oaks County Market - Chair Rental - Activitv Center (200) Waterford Oaks County Market - Chair Rental - Lookout Lodge (1001 Waterford Oaks County Market - Chair Rental - Mobile Rec (80) Waterford Oaks County Market - Daily Stall Rental - Saturday Waterford Oaks County Market - Daily Stall Rental - Thursday Waterford Oaks County Market - Daily Stall Rental - Tuesday Waterford Oaks County Market - Daily Stall Rental - Winter Rate Waterford Oaks County Market - Fencing (750 ft.) Waterford Oaks County Market - Hand Washing Station Rental (each) Waterford Oaks County Market - Port -A -John Rental (each) Waterford Oaks County Market - Daily Stall Share - Saturday Waterford Oaks County Market - Daily Stall Share - Tuesday Waterford Oaks County Market - Daily Stall Share -Thursday Thursday, November 10, 2022 Budget Center I FY 2022 Proposed FY 2023 Code qMrCategory Rate Rate W W P Park - Facility Rental - Banquet $400.00 $400.00 $450.00 Facilitv W W P Park - Facility Rental - Banquet $300.00 $300.00I $350.00 Facilitv W W P Park - Facility Rental - Banquet $225.00 $225.00I $250.00 Facilitv W W P Park - Facility Rental - Banquet $225.00 $225.00I $250.00 Facilitv WCM County Market - Event Rentals $15.00 $15.00I $16.00 WCM County Market - Event Rentals $35.00 $35.00I $37.00 WCM County Market - Event Rentals $25.00 $25.00I $26.00 WCM CountyMarket- Rentals $1,825.00 $1,825.00I $1,900.00 WCM CountyMarket - Rentals $1,975.00 $1,975.00I $2,075.00 WCM County Market - Rentals $50.00 $50.00 $60.00 WCM County Market - Rentals $800.00 $800.00 $800.00 WCM County Market - Rentals $300.00 $300.00I $310.00 WCM County Market - Rentals $200.00 $200.00I $210.00 WCM CountyMarket - Rentals $150.00 $150.00I $175.00 WCM County Market - Rentals $46.00 $46.00I $48.00 WCM County Market - Rentals $22.00 $22.00I $23.00 WCM CountyMarket - Rentals $17.00 $17.00I $18.00 WCM County Market - Rentals $20.00 $20.00I $21.00 WCM County Market - Rentals $400.00 $400.00I $450.00 WCM County Market - Rentals $75.00 $75.00I $100.00 WCM CountyMarket - Rentals $100.00 $100.00I $120.00 WCM County Market - Rentals $30.00 $30.00I $32.00 WCM CountyMarket - Rentals $10.00 $10.00I $11.00 WCM CountyMarket - Rentals $15.00 $15.00I $16.00 -16- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center I Category Code Thursday, November 10, 2022 FY 2022 Proposed FY 2023 Rate I Rate WATERPARKS: , RED OAKS WATERPARK !M Red Oaks Waterpark - Picnic Grove Weekday Rate RWP Waterpark - Facility Rental - $75.00 $75.00 $100.00 (For reserved non-orofit arouns only M-F. no holidays) Pavilion Red Oaks Waterpark - Riverview Weekday Rate RWP Waterpark - Facility Rental - $75.00 $75.00 $100.00 (For reserved non-orofit arouns only M-F. no holidays) Pavilion meu vaKS vvaterparK - Ovv� i icKets (Formerly Discount Per Ticket. Chanae to Der ticket fee) RWP Waterpark Passes -$4.00 -$4.00 DISCONTINUE (Advanced Purchase) -Weekend Rate Only - Red Oaks Waterpark -Affiliated Group Rate (0-74) RWP Waterpark Passes $9.00 $13.00 $15.00 Red Oaks Waterpark - Affiliated Group Rate (75+) RWP Waterpark Passes $8.00 $12.00 $14.00 Red Oaks Waterpark - Children Under 2 Years Old - RWP Waterpark Passes $0.00 $0.00 $0.00 Free with Paid Admission Red Oaks Waterpark - Oakland County Resident Rate - M-Th RWP Waterpark Passes $16.00 $18.00 Red Oaks Waterpark - Oakland County Resident Rate - Fri, Sa, Sun RWP Waterpark Passes $18.00 $20.00 Red Oaks Waterpark - Regular Rate - Fri, Sa, Sun RWP Waterpark Passes $22.00 $26.00 Red Oaks Waterpark - Regular Rate - M-Th RWP Waterpark Passes $20.00 $24.00 WATERFORD OAKS WATERPARK Waterford Oaks Waterpark - Pine Cove Weekday Rate WWP Waterpark - Facility Rental - $55.00 $55.00 $60.00 Pavilion Waterford Oaks Waterpark - Pine Cove Weekend Rate WWP Waterpark - Facility Rental - $160.00 $160.00 $170.00 Pavilion Waterford Oaks Waterpark - Poolside Weekday Rate WWP Waterpark - Facility Rental - $55.00 $55.00 $60.00 Pavilion Waterford Oaks Waterpark - Poolside Weekend Rate WWP Waterpark - Facility Rental - $160.00 $160.00 $170.00 Pavilion VVatellUlU VaK5 VYatelpalK- IUU1 IK)KBI, (Advanced Purchase DISCOUNT Per Ticket) WWP Waterpark Passes -$2.00 -$2.00 -$2.00 Waterford Oaks Waterpark^' Affiliated NON PROFIT Group Rate WWP Waterpark Passes $6.50 $6.50I $7.50 Waterford Oaks Waterpark - Children Under 2 Years Old - WWP Waterpark Passes $0.00 $0.00 $0.00 Free With Paid Admission Waterford Oaks Waterpark - Military/Seniors/Adaptive Rate WWP Waterpark Passes $8.00 $8.00 DISCONTINUE Waterford Oaks Waterpark - Oakland County Resident Military/Senior WWP Waterpark Passes $9.00 $9.00 DISCONTINUE 62+/Adaotive Rate Waterford Oaks Waterpark - Oakland County Resident Rate WWP Waterpark Passes $11.00 $11.00 $16.00 Waterford Oaks Waterpark - Pic Tix WWP Waterpark Passes $9.00 $9.00 DISCONTINUE Waterford Oaks Waterpark - Pic Tix WWP Waterpark Passes $7.00 $7.00 DISCONTINUE Waterford Oaks Waterpark- WWP Waterpark Passes $11.00 $11.00 DISCONTINUE Regular Military/Senior 62+/Ad2otive Rate Waterford Oaks Waterpark - Regular Rate WWP Waterpark Passes $14.00 $14.00 $21.00 Waterford Oaks Waterpark - Regular Rate WWP Waterpark Passes $9.00 $9.00 $15.00 Waterford Oaks Waterpark - Splash Pass DISCOUNT for Daily WWP Waterpark Passes -$5.00 -$5.00 DISCONTINUE Admission ticket at other Oakland Countv Waterpark - Waterford Oaks Waterpark - Splash Pass Regular Rate WWP Waterpark Passes $59.00 $59.00 DISCONTINUE Waterford Oaks Waterpark - Splash Pass Regular Rate WWP Waterpark Passes $53.00 $53.00 DISCONTINUE Before March 1 Waterford Oaks Waterpark - Splash Pass Resident WWP Waterpark Passes $49.00 $49.00 DISCONTINUE Waterford Oaks Waterpark - Splash Pass Resident WWP Waterpark Passes $44.00 $44.00 DISCONTINUE Before March 1 Waterford Oaks Waterpark - Twilight - Buy one Reg. Admission Get WWP Waterpark Passes $0.00 $0.00 $0.00 One Free (BOGO) Waterford Oaks Waterpark - Waterpark - Inclement Weather/Slow Day Rate WWP Waterpark Passes $7.00 $7.00 $7.50 (Includes Rate for last 2 Weeks of summer) -17- OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center Code I Category Thursday, November 10, 2022 FY 2022 Rate Proposed FY 2023 Rate MOBILE RECREATION: Mobile Recreation Bleachers -Non-Profit Per Day, Out of County REC Mobile Unit Rental $400.00 $400.00 $400.00 Mobile Recreation Bleachers -Non-Profit Per Day REC Mobile Unit Rental $325.00 $325.00 $325.00 Mobile Recreation Bleachers - Per Day REC Mobile Unit Rental $400.00 $400.00 $400.00 Mobile Recreation Bleachers -Out of County, Per Day REC Mobile Unit Rental $475.00 $475.00 $475.00 Mobile Recreation Bouncer - Additional Hour REC Mobile Unit Rental $75.00 $75.00 $75.00 Mobile Recreation Bouncer - Non -Profit, Out of County, Per 2 Hours REC Mobile Unit Rental $375.00 $375.00 $375.00 Mobile Recreation Bouncer -Non -Profit, Per Two Hours REC Mobile Unit Rental $300.00 $300.00 $300.00 Mobile Recreation Bouncer - Per Two Hours REC Mobile Unit Rental $375.00 $375.00 $375.00 Mobile Recreation Bouncer - Out of County, Per Two Hours REC Mobile Unit Rental $450.00 $450.00 $450.00 Mobile Recreation Buses - Per Eight Hours REC Mobile Unit Rental $575.00 $575.00 $575.00 Mobile Recreation Buses - Schools, Sept -May, Per Four Hours REC Mobile Unit Rental $350.00 $350.00 $350.00 Mobile Recreation Buses - Additional Hour REC Mobile Unit Rental $75.00 $75.00I $100.00 Mobile Recreation Buses - Government Rate - Per Eight Hours REC Mobile Unit Rental $475.00 $475.00 $475.00 Mobile Recreation Buses - Government Rate, Out of County, Per REC Mobile Unit Rental $550.00 $550.00 $550.00 Eiaht Hours Mobile Recreation Buses - Non -Profit, Out of County, Per Eight Hours REC Mobile Unit Rental $550.00 $550.00 $550.00 Mobile Recreation Buses - Non -Profit, Per Eight Hours REC Mobile Unit Rental $475.00 $475.00 $475.00 Mobile Recreation Buses - Out of County, Per Eight Hours REC Mobile Unit Rental $650.00 $650.00 $650.00 Mobile Recreation Buses - Senior Program, Per Eight Hours REC Mobile Unit Rental $375.00 $375.00 $375.00 Mobile Recreation Buses - Senior Program, Out of County, Per Eight REC Mobile Unit Rental $400.00 $400.00 $400.00 Hours Mobile Recreation Buses - Schools, Out of County, Sept -May, Per REC Mobile Unit Rental $400.00 $400.00 $400.00 Four Hours Mobile Recreation Carnival Package - Additional Hour REC Mobile Unit Rental $75.00 $75.00 $75.00 Mobile Recreation Carnival Package - Non -Profit, Out of County, Per REC Mobile Unit Rental $475.00 $475.00 $475.00 Two Hours Mobile Recreation Carnival Package - Non -Profit, Per Two Hours REC Mobile Unit Rental $400.00 $400.00 $400.00 Mobile Recreation Carnival Package - Per Two Hours REC Mobile Unit Rental $500.00 $500.00 $500.00 Mobile Recreation Carnival Package - Out of County, Per Two Hours REC Mobile Unit Rental $575.00 $575.00 $575.00 Mobile Recreation Climbing Tower - Additional Hour REC Mobile Unit Rental $75.00 $75.00 $75.00 Mobile Recreation Climbing Tower - Non -Profit, Out of County, Per REC Mobile Unit Rental $500.00 $500.00 $500.00 Two Hours Mobile Recreation Climbing Tower - Non -Profit, Per Two Hours REC Mobile Unit Rental $425.00 $425.00 $425.00 Mobile Recreation Climbing Tower -Per Two Hours REC Mobile Unit Rental $500.00 $500.00 $500.00 Mobile Recreation Climbing Tower - Per Two Hours, Out of County REC Mobile Unit Rental $575.00 $575.00 $575.00 Mobile Recreation Festival Package II - Additional Hour REC Mobile Unit Rental $100.00 $100.00 $100.00 Mobile Recreation Festival Package II - Non -Profit, Per Two Hours REC Mobile Unit Rental $500.00 $500.00 $500.00 Mobile Recreation Festival Package II - Non -Profit, Out of County, Per REC Mobile Unit Rental $575.00 $575.00 $575.00 Two Hours Mobile Recreation Festival Package II - Per Two Hours REC Mobile Unit Rental $600.00 $600.00 $600.00 Mobile Recreation Festival Package II - Out of County, Per Two Hours REC Mobile Unit Rental $675.00 $675.00 $675.00 Mobile Recreation Generators Each REC Mobile Unit Rental $75.00 $75.00 $75.00 Mobile Recreation Go Cache! - Non -Profit, Out of County, Per Two REC Mobile Unit Rental $275.00 $275.00 $275.00 Hours Mobile Recreation Go Cache! - Additional Hour REC Mobile Unit Rental $50.00 $50.00 $50.00 Mobile Recreation Go Cache! - Non -Profit, Per Two Hours REC Mobile Unit Rental $200.00 $200.00 $200.00 Mobile Recreation Go Cache! - Per Two Hours REC Mobile Unit Rental $250.00 $250.00 $250.00 Mobile Recreation Go Cache! -Out of County, Per Two Hours REC Mobile Unit Rental $325.00 $325.00 $325.00 Mobile Recreation Go Fish! -Additional Hour REC Mobile Unit Rental $50.00 $50.00 $50.00 Mobile Recreation Go Fish! - Non -Profit, Out of County, Per Two REC Mobile Unit Rental $275.00 $275.00 $275.00 Hours Mobile Recreation Go Fish! - Non -Profit, Per Two Hours REC Mobile Unit Rental $200.00 $200.00 $200.00 OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Budget Center Category Code Mobile Recreation Go Fish! - Per Two Hours REC Mobile Unit Rental Mobile Recreation Go Fish! - Out of County, Per Two Hours REC Mobile Unit Rental Mobile Recreation Go Mobile Recreation Golf! - Additional Hour REC Mobile Unit Rental Mobile Recreation Go Mobile Recreation Golf! - Non -Profit, Out of REC Mobile Unit Rental Countv. Per Two Hours Mobile Recreation Go Mobile Recreation Golf! - Non -Profit, Per Two REC Mobile Unit Rental Hours Mobile Recreation Go Mobile Recreation Golf! - Per Two Hours REC Mobile Unit Rental Mobile Recreation Go Mobile Recreation Golf! - Out of County, Per REC Mobile Unit Rental Two Hours Mobile Recreation Mini Mobile Recreation Festival - Additional Hour REC Mobile Unit Rental Mobile Recreation Mini Mobile Recreation Festival - Non -Profit, Out of REC Mobile Unit Rental Countv. Per Two Hours Mobile Recreation Mini Mobile Recreation Festival - Non -Profit, Per REC Mobile Unit Rental Two Hours Mobile Recreation Mini Mobile Recreation Festival - Per Two Hours REC Mobile Unit Rental Mobile Recreation Mini Mobile Recreation Festival - Out of County, REC Mobile Unit Rental Per Two Hours Mobile Recreation Oakie the Mascot - Per Hour IN HOUSE Only REC Mobile Unit Rental Mobile Recreation Obstacle Course - Additional Hour REC Mobile Unit Rental Mobile Recreation Obstacle Course - Non -Profit, Out of County, Per REC Mobile Unit Rental Two Hours Mobile Recreation Obstacle Course - Non -Profit, Per Two Hours REC Mobile Unit Rental Mobile Recreation Obstacle Course - Per Two Hours REC Mobile Unit Rental Mobile Recreation Obstacle Course - Out of County, Per Two Hours REC Mobile Unit Rental Mobile Recreation Show Mobile - Government, Out of County, Per REC Mobile Unit Rental Dav Mobile Recreation Show Mobile - Non -Profit, Out of County, Per Day REC Mobile Unit Rental Mobile Recreation Show Mobile - Government, Per Day REC Mobile Unit Rental Mobile Recreation Show Mobile - Non -Profit, Per Day REC Mobile Unit Rental Mobile Recreation Show Mobile - Per Day REC Mobile Unit Rental Mobile Recreation Show Mobile - Out of County, Per Day REC Mobile Unit Rental Mobile Recreation Zipline - Per Four Hours REC Mobile Unit Rental Mobile Recreation Zipline - Rider Fees in Park, All Day Pass REC Mobile Unit Rental Mobile Recreation Zipline - Rider Fees in Park - Per Ride REC Mobile Unit Rental Mobile Recreation - Light Towers (In -House) REC Mobile Unit Rental Mobile Recreation - Glow Golf Program REC Mobile Unit Rental Mobile Recreation - Glow Golf Program - Additional Hour REC Mobile Unit Rental Mobile Recreation - Jumbo Games REC Mobile Unit Rental Mobile Recreation - Carnival Games REC Mobile Unit Rental Mobile Recreation - RC Car REC Mobile Unit Rental Mobile Recreation - Oaks on the Road REC Mobile Unit Rental Mobile Recreation - Seasonal Inflatable REC Mobile Unit Rental Mobile Recreation - Archery/Axe Throwing Unit REC Mobile Unit Rental Mobile Recreation - Archery/Axe Throwing Unit - Additional Hour REC Mobile Unit Rental Mobile Recreation - Extra Hour Charge REC Mobile Unit Rental Marshmallow Drop Coupon Giveaway - One free entry into either REC RPS Programs Waternark OCPR Camper Per Week REC RPS Programs Special Event Fees - Low REC RPS Programs Special Event Fees - High REC RPS Programs Outdoor Movie Screen, Projector, Sound & Movies REC Mobile Unit Rental Thursday, November 10, 2022 2022 Proposed FY 2023 IV7FY Rate Rate $250.00 $250.00 $250.00 $325.00 $325.00 $325.00 $50.00 $50.00 $50.00 $275.00 $275.00 $275.00 $200.00 $200.00 $200.00 $250.00 $250.00 $250.00 $325.00 $325.00 $325.00 $75.00 $75.00 $75.00 $475.00 $475.00 $475.00 $400.00 $400.00 $400.00 $500.00 $500.00 $500.00 $575.00 $575.00 $575.00 $50.00 $50.00 $50.00 $75.00 $75.00 $75.00 $475.00 $475.00 $475.00 $400.00 $400.00 $400.00 $500.00 $500.00 $500.00 $575.00 $575.00 $575.00 $625.00 $625.00 $625.00 $625.00 $625.00 $625.00 $550.00 $550.00 $550.00 $550.00 $550.00 $550.00 $650.00 $650.00 $650.00 $725.00 $725.00 $725.00 $4,000.00 $4,000.00 $4,000.00 $20.00 $20.00 $20.00 $5.00 $5.00 $5.00 $150.00 $150.00 $150.00 $400.00 $400.00 $400.00 $75.00 $75.00 $75.00 $325.00 $325.00 $325.00 $225.00 $225.00 $225.00 N/A $325.00 $325.00 $400.00 $400.00 $400.00 N/A $250.00 $250.00 $225.00 $225.00 $225.00 $75.00 $75.00 $75.00 N/A $75.00 $75.00 $0.00 $0.00 $0.00 $155.00 $155.00 $155.00 $1.00 $1.00 $100.00 $75.00 $75.00 $75.00 N/A $1,300.00 $1,300.00 _fig_ OAKLAND COUNTY PARKS AND RECREATION APPROVED 2023 FEES AND CHARGES Approved as of: Fee Description Archery - Independence Oaks Range: Open Range - Per Person / Per Hour Open Range - Equipment Rental Archery Classes - Per Person Archery Camps - Per Person Archery Parties - Per Person Archery Badge/Day Programs - Per Person Archery Field Trips - Per Person Archery Class Participants Punch Card - 5 visits NATURE PROGRAMS Nature Birthday Parties - Per Child (Minimum 10 Children) Nature Birthday Parties Non-refundable Deposit Nature Discovery Outreach Nature Discovery Outreach - After Hours Presentation - Additional Fee Nature Discovery Outreach - Offsite Presentation - Additional Fee Nature Discovery Outreach - After Hours, Offsite - Additional Fee Nature Discovery Outreach - Out of County Additional Fee Nature Discovery Outreach - After Hours, Out of County - Additional Fee Nature Field Trips Minimum 10 People - Per Person (Low Rate) Nature Field Trips Minimum 10 People - Per Person (High Rate) Nature Public Interpretive Programs - Per Person (High Rate) Nature Public Interpretive Programs - Per Person (Low Rate) Nature Scout Badge Days - Per Adult Nature Scout Badge Days - Per Scout Nature Star Lab - Off Site, Additional Presentation Nature Star Lab Off Site After Regular Hours Additional Fee Nature Star Lab - Off Site, First Presentation Nature Star Lab - On Site, Additional Presentation Fee Nature Star Lab - On Site, After Hours, Additional Fee Nature Star Lab - On Site, First Presentation Nature Table/Outreach Hikes Program - Per 2 hours Nature Table/Outreach Hike Program - Per Additional Hour Virtual Nature Outreach Nature Take and Learn Program - 10 participants Nature Take and Learn Program - 25 participants Nature Take and Learn Program - Additional Kit Thursday, November 10, 2022 Budget Center I Category FY 2022 Proposed FY 2023 Code Rate Rate REC RPS Programs $5.00 $5.00 $5.00 REC RPS Programs $5.00 $5.00 $5.00 REC RPS Programs $60-$80 $60-$80I $60-$81 REC RPS Programs $160-$180 $160-$180I $160-$181 REC RPS Programs N/A $20.00I $20.00 REC RPS Programs $10-$20 $10-$20I $10-$21 REC RPS Programs $5-$20 $5-$20I $5-$21 REC RPS Programs N/A FREE FREE REC Nature Programs $10.00 $10.00 $10.00 REC Nature Programs $25.00 $25.00 $25.00 REC Nature Programs $100.00 $100.00 $100.00 REC Nature Programs $75.00 $75.00 $75.00 REC Nature Programs $100.00 $100.00 $100.00 REC Nature Programs $75.00 $75.00 $75.00 REC Nature Programs $75.00 $75.00 $75.00 REC Nature Programs $150.00 $150.00 $150.00 REC Nature Programs $3.00 $3.00 $3.00 REC Nature Programs $10.00 $10.00 REC Nature Programs $30.00 $30.00 $30.00 REC Nature Programs $1.00 $1.00 $1.00 REC Nature Programs $3.00 $3.00 $3.00 REC Nature Programs $7.00 $7.00 $7.00 REC Nature Programs $100.00 $100.00 $100.00 REC Nature Programs $75.00 $75.00 $75.00 REC Nature Programs $225.00 $225.00 $225.00 REC Nature Programs $75.00 $75.00 $75.00 REC Nature Programs $75.00 $75.00 $75.00 REC Nature Programs $100.00 $100.00 $100.00 REC Nature Programs $150.00 $150.00 $150.00 REC Nature Programs $50.00 $50.00 $50.00 REC Nature Programs $50.00 $50.00 $50.00 REC Nature Programs $150.00 $150.00 $150.00 REC Nature Programs $250.00 $250.00 $250.00 REC Nature Programs $10.00 $10.00 $10.00 -20- RETURN TO AGENDA Oakland County Parks and Recreation Commission Agenda Item Memo Agenda #: 3 Department: Administration From: Chris Ward, Director Subject: 2023 Seasonal/Summer Incentives INTRODUCTION AND HISTORY Oakland County Parks and Recreation is heavily reliant upon a large number of seasonal and summer part-time positions to support parks, recreation facilities and programs during our busiest season of the year. Recruiting candidates for approximately 600 positions annually is a major undertaking that is becoming increasingly challenging due to labor market conditions. Failure to recruit and onboard sufficient staff has resulted in reduction in services, programs, and hours of operation in the past. With your approval, we offered limited one-time incentive payments in 2022 for Lifeguard, waterpark, and recreation program positions. The incentives had an immediate positive impact, increasing the number of candidates interested in these critical positions. As a result, we were able to re -open both waterparks for the first time in 3 years, staff golf courses and campgrounds during a record -breaking season for sales and restore many services and programs. Our management team is recommending the following incentives for seasonal/summer positions in 2023: Returninq Workers Returning workers that served in a seasonal or summer position at Oakland County Parks and Recreation in the 2022 season that agree to a conditional offer of employment by April 1, 2023, shall be eligible for a $300 lump sum bonus payable in their second pay period. Lifequards Individuals that have successfully completed their certification prior to the beginning of the season or a new lifeguard that is certified prior to June 16th shall be eligible for a $300 lump sum bonus payable in their second pay period. Lifeguards that complete 150 hours of service shall be eligible for a $500 lump sum bonus, and for a further $500 lump sum bonus if they complete 250 hours of service or continue to work through the scheduled end of the season. Seasonal and Summer Workers Individuals serving in summer and seasonal positions (excluding Lifeguards) that complete 150 hours of service shall be eligible for a $300 lump sum bonus, and for a further $200 lump sum bonus if they complete 250 hours of service or continue to work through the scheduled end of the season. The total fiscal impact of these incentives is estimated to be $250-400k. A budget amendment, if necessary, will be brought forward later in the season when the final costs are known. Your support is requested to submit these recommendations for final approval by the Human Resources Department. MOTION Move to recommend approval of the schedule of 2023 Incentives for Summer/Seasonal Positions to the Human Resources Department and to authorize the Chairperson to approve additional incentives recommended by staff to address critical workforce shortages during 2023 season. QAKLAND COUNTY PARKS GreatTe.krfor Great-Peop!e Memo To: Parks and Recreation Commission From: Chris Ward Date: December 1, 2022 Re: December Director's Report RETURN TO AGENDA Michigan Spark Grant Application The Michigan Spark Grant utilizes a share of ARPA funding received by the state to support local parks and trail improvement projects. Applications for the first (of three) rounds of funding are being accepted until December 191". We are applying for a $450,000 grant to support improvements at Catalpa Oaks Park that we incorporated into the Commission's ARPA Plan. Funding would support the development of the basketball court, pickleball court, and a hardscaped seating and shade area. Approval of this grant will also provide additional flexibility to address alternative priority projects in our ARPA plan. ORV Park Grant We recently received a $100,000 grant from the Michigan Department of Transportation's Off -Road Vehicle Trail Improvement Program to develop a youth/beginner riding area at Holly Oaks ORV Park. This is the same funding source that we have received grants from in past years, most recently for the parking lot project. The training area will be designed for youth, ages 12-15, learning to ride quads and dirt bikes (and who have their DNR ORV Safety Certificate), as well as adults who are looking for a space to get more comfortable with their vehicle and off-roading. Staff have already begun work on the training area, with the hopes of having it completed by the opening of the park next spring. 2800 Watkins Lake Road, Waterford, MI 48328 248-858-0906 OaklandCountyParks.com Aquatic Invasive Species Grant We have received a grant of $44,500 from the Michigan Department of Energy, Great Lakes and the Environment to survey and treat for European Frog -Bit (EFB), and aquatic invasive species recently found in Oakland County (in the Novi area). The grant will fund surveying of water bodies as well as treatment of existing instances of EFB, which is known to form dense mats on the surface of slow -moving waters like wetlands that can alter food and habitat for ducks and fish and can reduce oxygen and light in the water column. The goal of this funding being targeted in western Oakland County is to try to prevent the spread of EFB further into the county's waterways. Adams Park Opening Special thanks to Commissioner LaFontaine for representing OCPR at the opening ceremony for Adams Park in the City of Birmingham. The City redeveloped this 1.46-acre site located adjacent to the Roeper School as a public park featuring a new play area, garden seating plaza, landscaping improvements, basketball court, and track and field sports area. The project was supported by Oakland County Parks with a $100,000 grant from the Park and Trail Improvement Grant Program. Oakland County Parks and Recreation Upcoming Events — December 2022 Active Adults December 5 Holly, History and Harmony — Addison Oaks Bus transportation: Royal Oak, Madison Heights, Berkley, and Troy December 15 Fireside Chat - Virtual Adaptive December 8 Jingle Bell Ball Social — Waterford Oaks December 27 Almost New Year's Social — Royal Oak December 28 Almost New Year's Social — Waterford Oaks Fieldtrips & Birthday Parties December 4 Rowan's Birthday Party — Red Oaks Nature Center December 10 Aurora's Birthday Party — Red Oaks Nature Center December 10 Warden's Birthday Party - Red Oaks Nature Center Homeschool Series December 8 Who Let the Dogs In? — Red Oaks Nature Center December 14 Who Let the Dogs In? — Wint Nature Center Outreach December 7 Oakland County Farmers Market — Red Oaks Nature Center Public Interpretive Programs December 2 Morning Munchkins — Red Oaks Nature Center December 9 Puddle Jumpers — Wint Nature Center December 9 Trail Hikes by Appointment — Wint Nature Center December 10 Kids Holiday Mini Camp — Wint Nature Center December 16 Trail Hikes by Appointment — Red Oaks Nature Center December 17 Nature Detective Series — Wint Nature Center December 17 Gift -Giving: Nature, Community and You — Red Oaks Nature Center Virtual Series & Self Led December 17 Virtual Take & Make: Natural Ornaments for Indoors & Out Building Appointments December 17 Audubon Christmas Bird County Oakland Countv Farmer's Market December 7 Holiday Market December 14 Gleaner's Food Distribution December 28 Gleaner's Food Distribution Sprinqfield Oaks December 2-3 Tack Sale — Activity Center Every M, T, W Pickleball - Activity Center Oakland County Parks and Recreation Upcoming Events — December 2022 December 10 Craft Show - Activity Center Volunteer Events December 5 Holly, History and Harmony — Addison Oaks December 8 Jingle Bell Ball — Waterford Oaks December 27 Almost New Year's — Royal Oak December 28 Almost New Year's — Waterford Oaks