HomeMy WebLinkAboutResolutions - 2018.08.09 - 23742#18296
MISCELLANEOUS RESOLUTION . August 9, 2018
BY: Commissioner Phillip J. Weipert, Chairperson, Planning and Building Committee
IN RE: PARKS AND RECREATION COMMISSION — SAFETY PATH BILL OF SALE AND EASEMENT
To the Oakland County Board of Commissioners
Chairperson, Ladies and Gentlemen:
WHEREAS the Oakland County and the Charter Township of Independence ("Township") entered into an
Interlocal Agreement for the creation of a Safety Path; and
WHEREAS the I nterlocal Agreement requires the County to transfer ownership of the Safety Path to the
Township upon completion; and
WHEREAS after the transfer of ownership, the Interlocal Agreement requires the Township to maintain
and operate the Safety Path at its sole cost; and
WHEREAS the attached easement is required because portions of the Safety Path are built outside the
Sashabaw Road right-of-way on County-owned property; and
WHEREAS the attached Bill of Sale, Assignment and Dedication ("Bill of Sale") is required to transfer
ownership to the Township; and
WHEREAS the retained company of Nowak & Fraus Engineering, Inc. reviewed and prepared all field
surveys and easement descriptions; and
WHEREAS the Department of Corporation Counsel has reviewed and/or prepared all necessary legal
documents related to the Bill of Sale and Easement;
NOW THEREFORE BE IT RESOLVED that the Oakland County Board of Commissioners authorizes and
approves the attached Bill of Sale and Easement.
BE IT FURTHER RESOLVED that the Oakland County Board of Commissioners directs its Chairperson
or designee to execute the attached Bill of Sale and Easement.
Chairperson, on behalf of the Planning and Building Committee, I move the adoption of the foregoing
resolution.
Commissioner Phillip J. Weipert, District #8
Chairperson, Planning and Building Committee
PLANNING AND BUILDING COMMITTEE
Motion carried unanimously on a roll call vote with Tietz absent.
SAFETY PATH
BILL OF SALE, ASSIGNMENT AND DEDICATION
KNOW ALL PERSONS BY THESE PRESENTS, that the County of Oakland, 1200 North
Telegraph Road, Pontiac, Michigan 48341 (the "Assignor"), for One ($1.00) Dollar and other
good and valuable consideration from the CHARTER TOWNSHIP OF INDEPENDENCE, a
Michigan municipal corporation (the "Assignee"), 6483 Waldon Center Drive, Clarkston, MI
48346, the receipt and sufficiency of which is hereby acknowledged, has bargained and sold, and
by these presents, does grant, dedicate and convey unto Assignee and its assigns, the Safety Path
paving and related improvements (the "Safety Path), located within the easement and/or right-of-
way areas described and depicted on the attached and incorporated Exhibit A.
Assignor, for itself and its successors and assigns, does covenant and agree that Assignor owns
fee title in and to the Safety Path and that title to the Safety Path is free and clear of all
encumbrances and that Assignor has not done, or allowed to be done, any act by which all or any
part of the Safety Path conveyed hereunder has been encumbered, in title or otherwise.
Also, for good and valuable consideration the receipt and adequacy of which is hereby
acknowledged, the Assignor hereby assigns and dedicates to the Assignee any and all rights, title
and interest of the Assignors in and to the Safety Path. Pursuant to the Interlocal Agreement,
approved by the Oakland County Board of Commissioners on July 20, 2016, the operation,
improvement, repair, replacement and maintenance of the Safety Pathway shall be the sole
responsibility of Assignee with Assignor having no operation, improvement, repair, replacement
and maintenance responsibility.
IN WITNESS WHEREOF, Assignor has executed this Bill of Sale, Assignment and Dedication
effective as of , 2018.
"ASSIGNOR":
Michael J. Gingell, Chairperson
Oakland County Board of Commissioners
STATE OF MICHIGAN
COUNTY OF OAKLAND
On this day of , 20 , the foregoing instrument was
acknowledged before me by Michael J. Gingell, Chairperson, Oakland County Board of
Commissioners on behalf of the County of Oakland.
Notary Public
Acting in Oakland County, State of Michigan
My commission expires:
ACCEPTANCE AND ASSUMPTION
The undersigned Charter Township of Independence hereby accepts the foregoing Bill of
Sale, Assignment and Dedication and accepts title to and jurisdiction over such Safety Path, from
and after the effective date hereof.
"ASSIGNEE":
CHARTER TOWNSHIP OF INDEPENDENCE,
a Michigan municipal corporation
By:
Its:
STATE OF MICHIGAN
) ss.
COUNTY OF OAKLAND )
On this day of , 20 , the foregoing instrument was
acknowledged before me by , the
of the CHARTER TOWNSHIP OF INDEPENDENCE, a Michigan municipal corporation, on
behalf of said corporation.
Notary Public
Acting in Oakland County, State of Michigan
My commission expires:
SHEET INDEX SHEET NO. TITLE Tide Sheet As 3019 Deena Safety Path Improvement Plan As END Plan & PraEo Sea CHM to 7000 As Sala Flan & Profile Ste 7000 to 1-4300 0, 104(1) +000 00 Profile Ste 14003 to 21400 As Boat Plan & Profile Stu 21000 to 20+00 As Hal Plan & PtO/InSta 2E409 to 25002 As Bull Plan & Prolla dl, 55.00 to 42400 As EnD PInn & Profile Ste 42+90 to 49100 0)0 80(5 Plan & Profile Stu 45+00055400 As Suit Plan & Profile. St. 68+99 1-'63400 As Ettill Fan & Aran Sla 691 00 to 70.00 As Built Plan & ProlSe Sin %TOO to 77+50 As Built Plan & ProDo Ss, 77000 ts 84097 As ELM Plan & Pratte Ste 04500 to End C-8 C-9 . C-10 C-11 C-12 C-14 1i7t -5e It 1 1, Lo cation Map N.T.S. Prepared For: Oakland County Parks & Recreation Comission 2800 Watkins Lake Road, Waterford, Michigan 48328 OC4hgtf-er LEXAOM 9-15 Trail and Soachvalla Cross Sections &Details C-15 Wetland Trail and Esardwalk Sections 10 Details 2-17 7035 Strome SHEET NO. STANDARD DETAILS Soil Erosion and Sediment:aeon 004001 57(0000 BSF3EYSU ES 110060100 00000 CALL MESS DIG.70 'WA' 11110)...S£12-717104..0s 101010 AS BUILT PLANS: OAKLAND COUNTY PARKS AND RECREATION INDEPENDENCE OAKS CONNECTOR SAFETY PATH IN COLLABORATION WITH THE CHARTER TOWNSHIP OF INDEPENDENCE PARK ADDRESS - 9501 SASHABAW ROAD, CLARKSTON, MICHIGAN 48348 PROJECT PERMUTE DLCHT-OE-WAA PEWIT (01410343 mum* COIERACEOR SHALL OBTAW 0011S-OF-A07 PERPT PROP 70 POWDERING SW PROPOSED WC. IN TEE SEEPADAR ROAD R.10-7-0E-LAR. SOIL MORON CDVIDOL MIER ORPEPPED 001171710 0007700107 SHALL 007410 SOSO PDRAIT PRIOR 112 PERE:RCM kW PROPOSED 0000 10E PROJECT WEEANDS AHD 7700010AI11 PE9041 01050) A POUT FROM 711E. ECCP0741 0000110E117 OF ENVIROXA.REPAL 0,1477 REOCIREE FOR 10E PROPOSED 00014107/00001040037 SIECIAEHTS PED-PDPUI CEROUGH SPECAND AND 10100E1034 MEAS. Proprietor Bidding & Procurement Information Daltiand County ?oh and Rectatclon 2100 Pontiac Lake-Road 114.1arigr4, MI (9928 Contact Mr. Andy Krumwt oda khan,: (2.113) 150-0511 E-rnsiT kraratvledo@ocLacs:cors latch7t0e; ITIEINTRED Project Lead Representative Oakland Coca+ Perks de 94,m-calk. 2500 Wants Lake Road Waterford.Mictaigan 403359 Contact Mr. loalapry Crone, ASLA Ithone, OAS) 240-1079 Fa.c (247) 850,15137 100t.t..@0086050030 Civil Engineer Nov,S ScF rats EcOncere 47771 Woalsserd Aotanst Pontiac, 40003o5740 40342 Coma, M. 9tal.art Phone: (2.11)022-7031 Fa. (2407194957 FaultonCtritnfatigr.cont and Charter Township of Independence 6483 Waldon Center Drive, Clarkston, Michigan 48346 Project Location: NE, SE & SW 1/4 of Section 3 and NW 1/4 of Section 10, Town 4 North, Range 9 East Independence Township, Oakland County, Michigan West side of Sashabaw Rd. between Clarkston and Oak Hill Roads 2 1/2 miles North of I-75 - Exit 89 NFEI013 031404 ENGINEERS CIVILENGINFERS LAND SURVEYORS LAND KANN erts ntOWAR &01IA90 410501707730 46777 WOODWARD WE. FONTFAC M1 4834247032 TEL C2491539-790. 03411 7340(057
170,C7 Inclepandence. 0,113 Conneear Sakty n *311 10 E Milt ROIL 050100 0150 F ENGINEERS CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS NOWAK&TRAUS ENGIN:MS 46777 WOODWARD AVE. PUNGAG. 0111 4839210032 TU. 10414342.74D, 134131 312-82s7 LDEP.Lig`t Map I PROPOSED I [en rr. =WWI CO Lt1MS/ING OM gr- 1,,ROPOSED j INGODU - P,PLYE MINN )54FLTS PA. P.O.E. ir'.;42.1.7n.Ti'arf.419 .10.NCILELL [WM [OEM !!!!1•EK LEGEND 1//////1 .1.11, YAM I . (SOS EASTERN HASSASAUCA NEG. RECIEREMENTS 711.11.n This SF., FOR 1.19 PsoMEOLS PaR 0000 II VANAGED IJNEG) pponuma, ,Epr- 'En 12,1E [Gan Oakland Calmly Rccreatioa. CoenEtEEE,, 2145) Watlim, 1+001 0403) 1,11 40320 11101= MGT.!, PE,p( thc NP, Sr, SW 1(4.3scapn 3 A NW 1,4, Saccion 111 T. 4 14E1111, R. 9 0E05 rndspundmcc Town/lip DaI)1tuul Coonty.IPENEwo, 511rET As 13E111 -0301341 Spfcty PNO ImpromEEN Plan 130.450g411 INSTALLgratt,... SP-EPPLE LPG rtt'M Mt, 7.1.1in.,76. 103E0 N. 1,17 'TIV,.*L'gq irs (0,12 ' - - . MOS EPOSSING >EN, .R-PAIMVANINNM ORME eor, cPErip, klEkvmEraPIPG 114.1cNoOP030 041000100 PurrAGAIIONI- • FLTAI. '7" FETC.ITRL, IEV13.1C, r32--e6p., nnt int 32.csdr_scuript..,__ OVERALL PLAN 004DIAILK INSTALIATIOH a= 71,1 MUM, FrN ENTAILS Ntla 1.1711TNWL.071.N'I.1171Pat,V17-.',.. 111 000Ri004 Ex..« N...,==.7=7:47,•E.,"r" firrtircrAM221. BITUMINOUS PATHWAY CROSS SECTION, TYR CONCRETE PATHWAY CROSS SECTION (ALTERNATE BID) RMS. 11.15. ne,EICE. WIN la.. tal, Eralera EENE Eat tram t'at&tgti SOIL 0005100 PEFPIT 11444100 / MAIN. NOTE NnErt 4 74-t trO.DEAL7 .11CMIVIE ENSI-11E-T -.EL NOE az SOIL EROSION CONTROL 72,714iNt-TOP NmEtitt-LMOil. NW= 9117. -CEEDEIER Da SO raSalk, /3 MIX.. M. [111,7 MLL tra,P,,, END SEEN claim, Ntg SINE SLOPE AMOR/MON Nam 4113MEED :Mr DEDIrE r44...,-4 444 FciENAr.o: !NA [NEM, Exurcrr D.E•rni 300105 LEGGNG WRAC 1.1..:11 TOIL 90011105 RIF. SD lEL MEE' Sal:E17--.0, -En [Mar. MEN INIM MANNEt., PAM 0412441* 00000N TIC an =LI/ Srd r.1.1MV.V, FIN ,11.7.11 ,E3 ET... USED VPV1 ,IRC111.1 NE OM, E. 051. Elre NLE MENNE Mr 011171,7.4.= 50410 1" P. 300 (1.3=7D o Neric. NO. Darr., J404 C-1 SCALE: sna 0000000 0030104140n RAMPstaliE VADAT Pxoiaca. EENNM,E. tEmt pr " EiAMEIC3 orarEPEET um, REECE MN -PPunle _x_syq,PE:!n,, roEEE SG romasre w.Nrwr n.s wow En7.4o'4'-53WW'E „.„„„„. , F„„. UEDA. CCIIMILIM ANIEEM M DAR rPcu 1TE An, DI! scram,. in P lo I.Et.a'OF'91*" ENV, NtE GM:WI mom ELEA79,14 EN= ElE, Ea:MENNE NOV Nalre C.6%.1%-1, natt. 'S., cat Am. NE .E.NO ,IIENE, rum tiatMit !EMU laa PENNE, , IMINIMGENMIK MED= NEM 4.1.7 atlelt -..Enzopp MENEM E.Ifal 4,ELEEEer mum pahroa . orr nr, (row, A
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KN F ENGINEERS CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS CICF)! MAINTENANCE YARD -r4okasu lo laSil PIALLariK 711.17 2,, 13 .F.4. OM I \ OCP .4.4111rEwrct Z1't Ti7=Jti=5.7 10,1,1a , aaMiL .T.6T.'"'Ilf;19'.126.15 .0 Prn 20.5.7 40542205 404204 grsIgg.j.gngl'UF !ro PAZWilar. aMol - OiarLitE NA. nn. MI,AmMe PAX GPM mr.mrcrtucknow P art of O. NE. SE. SW IA, Section 3 & TOW 1/4, Seal. ID T. 4.1tionth, R. Paul independenec Tocsruhip Onthntl 041.ra0), 1,Lthion .7.r.zzr .w 4... 7 cc 14.1.... pn a r a.1.101....4 —nrsZtati 1,104,..11.1. V • r R.11,12.13.1.01 ..,,,.......... .......... Pot.. ..117117.1.. ---MiWgiri. ..... -R.. ........mc r .,... ,....: VELO40.1,01 .g g 4 L vlii.4 pm PrargOi Olda21 i.or=. Ha 0.,,, ,r,..-m-r... 0 LWOW.. SORII•7112,112.... WU. bata 447 - ,„,,,...=. UT, 7/. ,. LtlY.T 19.31.1611 ;memo promo a 1:117 ..t.,...., te... .,;:11.111.. 1- IMMO . n-POS MEM O. Irt. --o-Ma • t-/ WWI. - Xlia =WY 1 FM zinconAmpl ..4,-....... a ,..17r. pp, ...rum 910L A. _zn r---- 5721E.7.1= roo IL. kala ..rap= - 211OM wer....n (1..• ,p{1.0 _ —.- .1,..... NM POO'10.-ti owe a ...... 9/Z . MICR a . SILLY ea- la.s. .... ,.... I.. . ...1 1069 1066 1053 1055 1047 1044 1041 SHIET Ruili -Plan &ProAlo ETA VI+ CC 00 STA 23+0.) 811 1053 3400T4rt below D2IIwlos S's 512. 1053 flEvisr445 Y-.4nLSO, OkoTAI 1047 1044 1041 1038 DRAWN MI T. Wood 00100E0 041 S. Sutton APP110,41,,,, S. Sutton 1059 1056 EILL.,..tuonc.r I 21440 211. 10 2 3 01,00 25409 23402 22.1-50 24-FLO 41-.1-5C HH9111HHHR HHHH DM, 201143-21 SCALE, 0'L 30/7243 — SURFACE LEGEND eccorN rec.c..a.gmen RRG.I 1.7.5M7 /RAMIS NOWAK 6.F1,05 144410 0545 4477717.00C7VA1t..).?0 1032*540), Al 43342-5032 TEL 14401332-4431 CM. C351312-3350 FAL Virtr,Z7V6.!;:r"' I! IIIIII!IIII Man.. SARHADAW ROAD 33 F7: 1/2 Via) mho. lelLum SEE SHEET C-4 ASPHALT PAVEMENT REPAIR DETAIL PLAN VIEW SCAM 1" ..3cr L CaMer“ Ma Post 4.oro,,,,,mMRS.7.A, Mat 0.0.1210 • PO" 4111Al MOM /9... anuma MEE 4E,10,505 NOTE ALL IA.. rralCar A FAXr or. M. nmori.4war: aiLLA -0114a14r 41,30,1,0 r127.42tle,t/-_",M74,'' Independence Oaks COancclor 03 fay Path CLIONT Oeldand County. Paris .k Rem-calico] Comn1.1551011 /KO Wati.' 44.m PROFILE VIEW 2041231414550405, ra 05 VERTICAL SCALE) 1,7 r4 PI, N.. SUET NO. J404 C-5
RCM. 0-1113717 =MIMI EICSL511 Callarrt PROM.. 04,7.1771I PAINICV =CI IIIIMP111111111 n"nfrar......nrara=no 13 FT RO. UYL \ ENGINEERS CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS 040000 004 RE.,. rreoPoSED . T.-Nurr ILISE411 - .5.4.514A-9.9111-kOAD .(3.5 Fr. V2 ,wa..) SURFACE LEsemn 171iRld 146.1 AMA [00E00 NOWALGJIIIALIS ENGINEERS .11777 w0001411001 AmE. 0ONTIAC,I414413425031 TEL C.41113.12.VG 012 C471712,0717 'SnrigREIEG FW:17/.13-4,7 rtrr1dejr'r j7.‘ CIAITOLL fn. 74.31n11/1.111,111=K 111.1711,14. arr Nari • rele,[11..1.4 =WM [2n12 4/1111.141,14. WOG,: indspondon. Onks Cmuna, Safety POI 04GunG CeaGGy P:u.k.v &Mx-cm:aim, Commission /;(1,3 Weakirrs Laic-Rood W010-f7011,,MI43n-F. 70E0 IIE1407I05 NOTE ,GENEo OF 7, 7,1777,4 4" - ..71.141- 54 MCI IF1 Pit SCALE:1-.3P 5 E 5HEEI-C-7 111011,1,1,NTICAN PotOoDho NE, SE. SW .114,Srclion 3 Fa NW 114, Scalion T.4 North, IL 0 Eam. Indcpcvdc..DT702,14417 Oga.kleaunty,Ivallignn Palc. varciL ,tegIS,.74 OM art 471=12rrlar= =GC n11-C NA MM.. 21',.71.''''' lir taln NOWA n7111114=1' MM.:4.e= PM AM CAA V1 41= L VI .714 I 14 arsioalncr 1.1 Rri -RON ,1121. ILI,Parr OW. W. 341-7.E. r; ,ci - 4149,3 '11611111111 WI 111W 111.16i- 7... 11110113 ,,,......p . . 1:4SIES2 1ZE....= fee worao. ow . . .11.101 mg. a=5-' oraramoomm 7-- I 20-FDP PROFILE VIEW NORIEGNEAL EGALEI tr. 30, 0E70I35L.630L 1055 1053 1050 1047 1044 1041 1038 1056 1053 1050 1047 1044 1041 1038 1935 2 22 22 21:1141,1 - R. 5 SI o. Go 22 EZ.Kol .271-5C 32+50 331-00 35-,Do 000.or 710100.70. 3404 C-6 SVIET &ROC -Pl.& Prof& STA-2R-PDEI xo STA G7±G5 RDISILN, p-1.4ahr Ift[on rd. Imo 0.731.2.r.11121_14Li. DMI,.n T, wo,Nr,1 DEFILIJ [17. 0.-Sutlan APPRovinnn 00000* 2017+03-21 cu,d,Hr. am GRAMM LtIITS ISGIfIEKEE 40 PLAN VIEW
PLAN V1EVV NOWAK& NIAI15 457117 00110101V.5011. EVE. 700TJAC,M1 6E64043032 r£00424 ”2-r,.‘1 0.1,91,1-7-S7 4,1140.5. LI1 SURPACE LEGEND IA7.1.1. MIN OWL. . I nuseen carloRISIMEA. • I ma•co,ku-cans Fn.. =real 5IAL ' 11111111511119111 PORICADALIRALY 000S0E040.&11014 Part of 11, NE, Sr, 55V 3 & NW 114. Section 10 T.4 North, IL.9 Enst Indspendtmcc Immahip Oaklehd [pun Ly. 1,114-ligm SHEET As Built -Pk. A: Pro17 STA15+00 :o STA 42, CR sonLA; 10ff h. PSST AND VOIRE FENCE 04.2•0( PROP.07.E0 71 sr. v.min, l5" 000 Jew nr .1,317-11.FIC 7',',271=1=CrR.Lr _ 1-..crnev, 3 FT. SIF SHOS5 T.6171 57.7'11‘ :713SLID.7071 CrA. 3.1,7D S0.. ENGINEERS CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS • :.15141,--- _ 74,04, "7. LEGEND amps. I07 rtr. SDRAL.A. rootetrx Avrn. re= dn.. ILA Mr! O MC WM /9. LIM TAIARILOW.O152 r'n'dejrcolacnca Oaks Conn.,. Safety POLE CLIENT Ouand Ly /47,,cercarion auffluission 28V0 Watkins I...cke 12007 Viainlerd. MT 48:W. CCIRS1 • 11.11EIRIES I4013a511 1050 811 1047 btlaW Callbd,r.q ob. 1044 rrl,"1-17 - .1197 041 038 335 032 S. Sum. AESE 2017-C6-11 sc.: 1° f1=3 11 ; 313-1-00 .313-1-91:1 ,g1 05*43 A 3.5.017 37451, - ii g I 41.1.C10 41450 42.3-1:10 - _ _ _ - 4 MEV' .7 MIA DU:. n"-.2,---- 170.11,110,11.ACIA ALACL ......... 1. MA r.mle OZAIn.1.1.1- ACC. 10.Y. ORE - 'R'4'" MS... - INA CLAW% ."'".¢37.-"+AZ 7 Oa • ORE '-'1---A71: 14111 1 1:71111rA.......11SRE --ILArnariumner .......= - _ , "grT 1 1.74: ra- =cm ......., IVI - ume • Ana -7 _ - - Mil. -,..,, ....,,,,,,- 3E, 71-15614 8 1 .,,,,,,r. 15-1. ORA I 3n33.- CS ORAL• Al - 5 L„„.....„,„„m.. ntrZ:zi.....,'''..... '''''' . walmrs. .1.1... mai 3E461 riEfAII _ PROFILE VIEW HORIZONTAL SCALE: 1" -.101 5E000AL SCALE: 1,31 02,100Na 1404 C-7
:1‘ N, — - 19'. IT ,',11 mjn.mi mum" PARC: VI, CGVH.11.. 0£4, VEUFIEGE11 81381FINI4 SURFACE LEtlENC I ram. xects, . . mracco I man., .u.soun mu., an. MIMPI111111 Irre1:19 .1n06.115.:=1.1 16.010 MOM= .11E1.1.1 ilDIDECIA9 i'LIELONE1 IREEIRECO EEEEEITE11 PROF175. LEGE NIO 77011211X :14211,11. P./..11131.11n71.1. 4' RT. n.kwacco LNIIICI:r. Warn SEE SHEET C-7 ENGINEERS CIVLL ENOINEEPS IAND SURVEYORS LetND PLANNERS NOWN4F.,RIATTS D.-11/4E0LS 46477 Woomv71110 AYE 70+71,..C.Ek1 433517-.0072 TEL 1207 E-14,140 FAX, (544-343-723* rzicmts NOT , '6 7,7" 71.-gt. taffagtn7 Cre''1.171). er.T.TE144 4 VI AIL soranu...4 Wid91,-SE 11,7, EL touTIOR NE. SE, SW if4. EgTEE.n 3 & NW1,01,-cLian 10 T. 4 North, R. 9 ER. IrOcFgarrico Tamst-n.p 00014+4 047+4-, Tvarlingro 1053 1050 1047 044 1041 038 gm= As MATT-Pia., .F.T Prolik STA 4E+ 00 to STA 49400 Ife.ww1latt beiotY 441114. REVISIONS 035 DUNN 1111. T.. Wood DES.1.1[13 082 050 NV 044 038 035 ,_. _ _ - - _ - - --. - Nan rrt.02 .... • rmonr. :" mu Dem r.r117.71.11,11 porna•rrnmfaxue_ m or walla Ift£ of-o-n - - _ 17:11W PI XIV ka O I — nal rat knicad num ne,...... m. ,.... rawargRo= W. I.... •MR1101. MIRY/ ELMER rn mum.. °M ME 19... = 1 wa r a ar:11JA 1:11ra os-m-op-eas, 41x1.4..4. CISPe' MU .1.10.el --- - - _......._._ - - gr =TV no-'-1------- - _ ..nor,rea amp._ . WW1= Mir num... ..1.12.9 1..,..fai........-.., ...16.4 aa. - e ___... _..... /-'- .-"'..- .....1711, ..y. lower -....sw I ------- ___ - ____ 14.s- 4. pp. ce IAllmor4 • 01...140. "--/ / , ._ („.--- _ _ ,1 ...,,, ,.., - - PLAN VIEW SCALE:? 4+7 111171[Cr Inicpendencc 00.17 Counector PnEl UMW'S 01/715+7 County Por0* &Recreation Commission 2700'4VA:ins Road Wa7+70r4.0,1144420 ; 42450 iii ILJ1 S PP m1, 2517-0-21 42.0 43+00 47:400 PROFILE VIEW 4 44409 44E0 45.1 46.50 47.50 43400 4.50 SCA. 31111"-00 HORIZONTAL SCALE. I"3,.7 4.. VERTICAL 3C0.LE: NEF /OA NO. J404 SHEET,. C-S
"CIL,,AtIWS Arig-..72,31,,L 1211715 ; ._. ......, Anth CS Ce... 41in C.,01,:. / • ... CIVIL ENGINEERS LAND SURVIVORS LAND PLANNERS 4DWA145 MAUS ENGINEERS WOO.AWKRI, Net, POI.ITIACd.tt .7.12-3031 TEL i2455 as 2-7021 PAT. 37e.5257 ISICIESE191 SITESEIM PATHPAY ..41047 FAE.D7 LOW IMO.. RIR 7-1E cvcrAnan TS PAIILAV X1111. APD11^-,M1 MAL. 1,14.V.Cr Independence. Oaks CE,, 0,r Path CILI-Juna Parks V.C.r.realk,11 CorosAisffon 2723 Wn.tkinq EAkc Road Wainford. MI 45322 rr.0.11C1,,,-k-rrom £m(222222 NE, 22,2W 121, ScgAian 3 & NW Scr.SoA T. 4 Nara; R. 7E021 Isdoprndvror Tomrhip OaklaAS Cpsay,lEchipg SHUT As Dual -PT. &P,,,-Ii]c 57.9.49.1.00 In ETA 5631/3 mAverAr. awe ME • ML1-9 roTTW rasa lommiLMele 19,1110731 LI: WM:1W,, PS..1 DRAW, Sr: T. WeNi S. SIthon APPIIMID . S. SOilon [arm 2017-03-81 115510423. 21155r 5111 .1404 C-9
1114 nIACIVOLS NOTE ;V= Pnnozo, P.5 000, 07 in 1,00 ASO FIF.W., on ortxr., , in .U0 ADM. 1114 ift0,00.0000, 01.0. c010005 , All inn in 0L9n, L0110 0..J. Mint. 00,00r 0,;000, 0011.01,10 SC,Mari 1-10 0,01.1.0 010. n0EL 1,1,0in .11, rt.' / ocemmani --'-'-'----- ---------,-----___:____,—, __----,-- _ ---- .__—,-----11_ „L_.---. =_----- ____-----:_____------ —- 1— ' SURFACE L_E_OENT) .01,90:0 mat =at mat. mt.neam.r. MEE 074.111.0 tazrAo LEGEND mumentraD kn. 16£ Ina. 1,1 PAL ASO rn. Wlinte Lyn: clefr.27.00.i..100 C1t4ThNrE.1 I eRNINT, .000. 20, PRN,LE1-, er. 4,1017 ...a WIRE Ff.,. " P LA N VIEW V.,. 010. +7,30 1,7070. I I H 01,0 &N 3 50400 50I 57,00 !0-.40 50+.70 tt.no aN.oa 524-14 62.1.15* i 1- ------ en n FM 10:01 ...-.....— ny w .n.cx TN a. DEA 0111 TM... nor ni rurna.a. P IP Am vs.* rean"'I'ATI H. =X 101Z 2141. P.M ....1......., ne ?vim ---1- .... .n= 00.0.... . iv "-.-.-...-..- _.-.,"' ..hr K.1-1912,n11-. ....n.70: 11n -•N ....... 0.0 .1=o1".1" I ...-.„_ 0101.1221 rArnitAlerlia-1 ini......i. te.- Ls o ma I 1511,9=" -0.aer 10/191.0...., 041,....0. ......1 Inc, 0.01.I. MU. lc, Ont. . • inn . Lk..., I70. IS KM., -.73 PRORLE VJEW 1.t.1510,t5 - 100. in in T.▪ Woad 100.00a.11, S. SU.*, Arr0,3411:7 S. SWIM,. Chab 2017-03.21 1047 1044 1041 1038 1035 1032 svd.. 11=3. SnErf A.1:,1411- Plan &P.cntile rA 56+.00 STA 63+ Oa 811 '1053 1050 1053 1050 1047- 1044 1041 1038 1035 mtlanorr SCALE: SO' Pi.l!CS11.0,11010 Part or tho I'M, SE, SW 1/4, So07.1 011 NW 1/4, Scaion ID 7.4 North IL 9E24 Inclopendenco Tolvn4lip Oakland Co.ty,Michgan ENGINEERS CIVIL ENGINEERS LA/SD SURVEYORS LAND KANNERS 3t,3,,446,0ukus E14G1411410 41707W5200141441511 AVE VON71ACI4141042-5032 TEL t2541,322,31 SIX. 5240:1-8257 Indcp.deo. Oaks Comlector 3244 75114 LI.17 Oakinnd County 3MS.% Rtrscn Lion -2(10b r_01,17,04 Waterford. MI 413324 1-109100T4LS4OLE: VEFCRCAL SCALE: 1..7 J404 C40
00003570 , Yrr'reW1Va.77' P.NC: Pd.orfiC Inn,, rmn Arntr.rg- ' , 17*%Itne=11 =MOM < Ws, - SURFACE LEGEND n,941-rm m-nm/ I mon= calorns =two I 5625131ERE aZELIWR 1.1.03209 ▪ +0443+3 75+1+00+1 .16mivoLIDW4RID AVE 11ONTIAC,M1 43342,012 TEL 12483 332-7131 r2.41 432-a437 vAt M;CE =TIT; "•-n • - 1. •=7.':, InDrusw, inr..0.11- .1, „ C4\ -ft ENGINEERS CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS L7J IuTh40JkEa +01505 TREE 10.19vALS NOTE TE. 11:41.dG 1.14 07 TIT 11 ILI. t1.141UE rwiEcrIock-cluu Port 41 the NE. 111, 147 104. Section 115 174, SeELio.n. LI T,4 North. R. 9En. Independence Totn..hip Oakland C....1.y.lEthignn .31:.31 ROLM 0.....7 ,..713411% May —.— I NM 74 Pirnal= ra ova "LOSLUR 17CE ,..4 ISL. ISLICI IL MAN p.m r.n . Itlir '''' Itl7 WA X=..47._ -- Meru.. lex PM yr.-. etZr= 0.210..13. ./.79.1.0.-A ... = L7n1.7 9113110.1 —,..m.-- --lesa, MI . 1019.17. P'• "..' ' ."7. IZZIMIPPRO., INS . VOSSO 1./.. I SEL1171.131 n31,, a I ie' L•.1... Wil.."'.-- ..• 2.. MIME ue -.—,-- tr.:--- 1 .. .....•4. P on, — VC.. 1•16/3 ll O.n.o. EL.— WO RR EN. SC . • 1 I 1347 1044 1041 1038 1035 1032 1025 stir, 05,111+1517753450.5+3144 STA 0+00 zo STA 7o-i-135 811 1041 0411035,00, 1035 .1.1201,5 1035 1032 1025 1025 T. Wood S. Sum. ▪ 51111.1 n-A-m 02317-5.1443 1047 1044 123171,111 ilATA vraq, 6,-..Z177,1+7LL SA5HATIg RD:4D)P3 FT. 1,412-11,51,) 10055 11E35 iSISE 11.7 IINEL19 .1.0.,11.111.i ART.. 1441 UZI CUR IE111111111M1 I 100...r.mo LEGEND "MK.. MIIIILLW vr......o/ 4 rm., • IS.1.7.11•11i= =IWO Ltal VAITII,X Dan In▪ cicpundcrvc Oaks Covarctor Sofcly Pah WW1. Oftlauld CounLy 3 3415 -31 lic,1411 Li so Cmmission 2170 WrILLIos Lako Road W.i.rfora.MT 45721 PLAN VIEW PROFILE VIEW 04310 as+1,0 47+57 04+00 54+50 7. 09 5+400 7 2177 i'll' +1131 00+0405041 57+510, 1, 217 VERTICAL SCALE: 1' 5041561053. 5100,0+ J454 C.41
, . . P9s, M1.7e 31 err FI,C,Or F,Trra.0 1.1nrrr-- ry.cL 177,1 CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS NOWAK &l,nnuS Era1000-000.5 46777 WOODIVARD AVE 79NTL1C,Ill 48152-5039 TOE 0240133.2,77.11 SURFACL 01000 f 'son. Amurrpolltme. mon. mown. nulror ca-rrd 1'1111111111 71111.9.0 SM. r.110,4C-r rude-pcndancc Ooks Calmoctor SnEcty 705 CLANT Osildsmd CounLy Pe fixIf Commission 2000 Walans Lakc Road Waterford, MI 1029 ENGINEERS mow. comma 691,10M 510770010 '%.ArtsTar"V.MTPrait.s mrr..vo rumi - C P0-Or W.JU OlifL100100 -0• IMZ,TZ=TE,'.*T64.5.ff="' re. r LEGENO darans sct nor. 113/9NAISIMPII=Inn Mrarrl ROL ..... va ▪ 1.173.10111.1.11.1.0.:, 1.47. 3AII.At PLAN VIEW SCALE:16.37 SEMMIN 161FIE11£19 771070ES NOTE WLI.V.DT on P11011C,C,,1100 Port of NE. 02, OW 1/4, Sccfmn 3 & NW Section 10 T. 4 North, R. I East Imicirrudcmcc Tolvothip Michigan Krbm. vo3leed1010W Ca helm 72.61g. IMVLS10144 U.AN T. Wood DESIGN., IA, 0.0+000.0 A.PrliCIVILD 0. 813.11 1047 1044 1041 1038 1035 1022 1029 tykrr, 2017.-03.21 SCAlr, 17 = 317 / T . --m,-- =raw PM 1117g1:011:cm . . 71401.7iPt MR "AC">: —C.1•71117. 793C1,11.21----- CR. .1.1. 11 J.0......._ 7219 " met .2..4 ranx Nos. -. T.. ...I 1 Pg .=;n - ....1.7.0. ...MIER. rg7-7A-" - ttc• um. gill: Far -.mar arena Imo, tr."-4= .-."' trro CC • VIAL I. ' - Mi ..- — Fl+.0 .01. 1,,) e.e. O. 27.11 - -... P...- ---- _--- ---- — ----,--r ------ 7 - 177-1 KiCi 11...1.461 ... ff:T7..."4"..... •115%-se AA IS .....411161,[..11:1,11C e. mem, .....,.. - . • Mum ti; PROFILE VIEW u u g al 1 714,50 72+30 IN 73+£0 74+00 77+1C 70+60 70+00 74-.50 77.317 1050 1547 1044 1041 1038 1035 1032 1050 .Fiku &Profile STA 70+0C to STA 77+5l HORIZONTAL SCALE: VERTICAL SCALE: r 3.111 jon. No. 3404
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1.11.11.761 et nu. r.71.,11 f unx. mmr,ra=1, . - /tit II - – — , :15F,51WilliWeTtit_ 1,kk an, 'mgremea r. BOARDWALK- SECTLON (AA) EuicE EAmu/sANORAL FABRICATION dat.r1211 awe. wpm. noncom on anie winos FRom wetateas nose. mu FAL so EsTS mos, prom 72 MM. nit enNeln W mammireare vs. Tor-, nal If= 1.1,4-e4 igrAT172=`,57.77-AT,45., " •"1-- per...m.eer,em pcnli 7,8 nTe ir x. or.c MAT:IV.77.= 1.111777a31122'21'7 BOARDWALK- SECLION ELEVATION 10.4 , MP' AllmoIrsgra="'"' Dre-3-7-Er1.--70 num- EiZER:,:÷71i= ETZVZ.I. FE:151MV.Iir ---.1 lift . 1....1 2 UM ff=iii•71111 1 IIIIIn li 1111111111•111•PFE i i I I . . 1 M • E . ,. Milli...- .. 1 iiiki - 4 'sr- I3.7gULE'r BOARDWALK- PLAN %/LEW ENGINEERS CIVIL ENGINEERS LEN!) SURVEYORS LAND RlANNERS NOWAKEMAUS ENGINEERS 411177wOODWARD AVE roirEnc, MI48342-5932 TEL IDER)RD2-7D31 nATI rsa.n.5.1 BITUMINOUS TRAIL DETAIL, TYP. CONCRETE PATHWAY DETAIL (ALTERNATE BID) NOS 811 -10 georwbetaelOW bear yeo dig. nak;s1r.ems - musa rtv PATHWAY CROSS SECTION WI WETLAND PILL tut =WE E5 MIN P. ROAST ▪ IM S. Swum Arrnovtep S. Smolt 2▪ 017-C3.21 DUKE I'reee o o •5 Sqf rer10717=1UrIA WIRT. [V VERRED n16.• 3404 C45 7,...:120;:th.LIknegagsgfath_ rEorxr Inetcpendeace 0117 COVIettor Safety ?nth DurEET Oakland County Ppd. le.ccrentioa Careenissiga 281/01Veaka. 1.aka Iepied Walerford..M.T 48328 MINFCTI,CATIDIJ PUTLO:EIC /At, SP, SW I e4, Section 3 A NW 1/4, Searael CD T.4 North. IL 9 Eng EalcieenelencaTcomilap 0115151114 Gem ry. Wahigan SUM Trail and BEardevolk ere, S,,etiga, &Details DEEP SEALING ocIST ADDAINDS tfall. EiligrazainMr. - AMESULE RAMP TRINDADED DMUS DETAIL cox Err coma Lae,e-paeo. AT DErAIL SIDEWALIC RAMP DETAIL
Wen, Oal-E.d County P.A.T Con:miss]. 2300 Wail, EAkc Road Walt2or2ao11433E6 rr.olLcrvuEn`nor+ PL. 01 au NE STE. OW STrTion 3 & NW /4002632i0 T. 4 North,1E. 9 Past Ind.cpundenco Tovrw.bip Oakland Calmly. Michtgro slurr Prs3cArian13thlgE Founda Liao AcI.aiES &Not= Call TaInt. REVISFD1,25 ia.bwrax wrats FLINT ARMITNTjj YA-DE LEFT FOUNDATION PLAN NF ENGINEERS CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS NOWAK.T.FTIALES ENGINEEILS 467E7 WOODWARD WE. VONTElC,111 6E1342-5033 TEL I2491332,931 142, (2.60] 332-8257 mop.- Emit-pen:kr.. OM. Coumetar .5mkty WE. MING ETC 1116 NAM 'cisme Ammo MOM. 5.1. Aso rE NerNaLl or wax, rocelmir of THE Oina. alta7,17, wari,3411WIE Inn munce ..M4C N.' MONIED .11 WayncNR.I 1,11.00. ?1, WITECEIL, PUESINI. -4'AV:7M BRIDGE PIER ABUTMEIIT PLAN SECTION A-A THROUGH LEFT FOUNDATION PIER MR MO WK. CONN£C110.4 ter ccelcmc sr. PRON. MT nrAimilnualy LIOM014.1 loor CLASS II VAC METE CLAM (rr"Z4 [rx,EKET FocInqc cprox--" ANI1 POUR ulictE urvozEkE laurgeo ZASTO. MOE me .3 max DS/MN-Ty, P.Kotrba DESIL4ED S. Slut. ArliCIVEla S. Sutton 2017-E6-21 3.10 no .15 al 4 1,1 4 Nt,101”.. Mitt/TIM .1404 C-16
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EROSION CONTROL DIASOTTO AND Two. MAT LANDAS (E-D) 0, ett,litiv 0. e 5 ,m-6A371:t ' co f• irc '44,:.• ...'•F - .5.-•A•41.' I,I. 44, •117-2ADA GRANT.. AND STATES (E-1.0) , ,... . ,, .k. . ,.. .., . , .:...- , -g'?..7.0 ' I . -..... r.o.- VI: 0 IDTAST--.EFT-TA.A. 040it ,th , .....,..‘4' A. ..c.,",-AP, EU= " fiCtI....y.....ISI CHEEK DAMS (S-D) . =CIE DADS AZTERNAATED AAA (E.-76.) mon. E.T.A. AR nrrneED IrETtinni MOCK DANS A.LTIOANATIVII IDA. (E-Do) ..,..., ,,,,,,, pr.,......,,,,,.., .." ......,...,.,...,,,,.... rairummew LEvAo. ETERADEE k+4,...' PLAN . OE-4) ' • '`"4""-,....". MAO SECTION AND DAR SCREEN DETAIL (H-7) M,C...3es Alt; 10.0....-. ..-.... ......, . iirnmnEm •f .. 2.4 '',.. . I 1 ' ...:- z'f-r- PLAN 9iCIT -A naleenn I P.M VIEVf •noTrItTE----,,,....,. END VIES AAr'''AWAEL 11,.. olokria. ...ars am.. • CROSS-SECATICN ...., CEMMEIRM ONOSS-SESTION 4•1 Oiln ........... NROSS-SISDTION or-nla flea ::.0,,,,,,A =ANN= ....VV..'" . _ wean Ex. 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E. r•-n•ir Trxrp...z....,..., ..,„,„...,.....,.....,..., 1 Il 2112013 FRONT Virlr .0,. r — i, .71.1 .7...., ...41,374,34,_, ...m.••• 1 -- ____....... ammo -. ... I n n . 0:,0,...! 1,1.1.. Vilisx ..n ....77.77.ffre .. „. , fl;:-.4 A..„,,A, - ''''''''S"fGTION 13-8 0AS.A.AAAAA.AA _ re 70 YAK el, ..11=411. IlipiA.: III!!!htli; mum TAMED ON EkLIII DIES S., EIEDECNKR,ETVIEFOILVIACSEEL 1 SECTION ak--.11. ,,Tr, „. ........ sserrow rfol — 13-13 az,t1w, Goo . 1 SECTION 13-13 ...____P.-!.'"`,:::_...17.W.,W2ST6=.7.1 sE MUDD MAXIIIIII6 ATATE ....,_.- IWON:471-.6 4, 2-N--- ........-.,-.4.1.=----_____ CT-ET .r.o.r=1......-1^,..74- STONE WI= FILTER (ST-4) ...._ EARTH DIVERSION' DEEM (E-D) 17"-r.r.,,-..." - GRIMES TA/TRAWASTION =KM (ap-o) Ir..-"°. -I''''-- ,..LA LOAF roprr• amer FILTER (SIN) ‘1,„..,...-.--------.J.-',..d"\ / ,.. ....-. ..,.......,n, 1 i 1 • , . i ‘.1...... i 1 I \ \ / 7 .97‘. "-- - *". ....• XL(S..1 SECTION ..L>.* Z WV POINT =au FILTER ALT. 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EASEMENT
KNOW ALL MEN BY THESE PRESENTS, that the County of Oakland, 1200 North Telegraph Road,
Pontiac, MI 48341 (hereinafter referred to as "Grantor"), being title holder to the following
described land (the "Land"):
"DESCRIPTION OF PROPERTY" ON ATTACHED EXHIBIT "A"
(Sidwell No. 08-03-201-006; 08-03-201-007; and 08-09-200-004)
for and in consideration of one dollar ($1.00), receipt and sufficiency of which is hereby
acknowledged, do hereby grant and convey to the Charter Township of Independence, a
Michigan municipal corporation, whose address is 6483 Waldon Center Drive, Clarkston,
Michigan 48346 (hereinafter referred to as "Grantee"), a perpetual easement to be used solely
for and as a public safety path and pedestrian path (hereinafter referred to as the "Pathway")
on, over, upon, across, and through the following property:
SEE "DESCRIPTION OF PATHWAY EASEMENT"
ON ATTACHED EXHIBIT "A"
For the purpose of exercising the rights and privileges granted herein. This Easement is
comprised of four (4) specific and separate areas of property titled: Easement Area A, Easement
Area B, Easement Area C and Easement Area D (collectively the "Easement"), as set forth in
Exhibit A.
Grantee shall have the right to construct, operate, improve, repair, replace and maintain the
Pathway, and all necessary appurtenances thereto, within the Easement herein granted.
Grantee shall have the right to improve the Pathway with paving, crushed concrete or
limestone, boardwalk, wood chips, and other materials as Grantee, or its designee, deems
appropriate. The Pathway may be used by the general public. Grantee shall have the sole
responsibility to operate, improve, repair, replace and maintain the Pathway. Grantor shall no
responsibility to operate, improve, repair, replace and maintain the Pathway.
If a portion of the premises that is not improved with a Pathway is disturbed by reason of the
exercise of any of the foregoing powers, rights, and privileges, it shall be reasonably restored to
its prior condition by the Grantee, subject to the right to permanently maintain and use the
Pathway.
Grantor may grant other nonexclusive easements over, under, and across the easement
granted herein upon obtaining written consent of Grantee, provided such other easements are
not inconsistent with and would not in any way conflict, impede or interfere with Grantee's
easement and rights granted herein,
This instrument and Easement shall run with and burden the Land described on Exhibit A and
shall be binding upon and inure to the benefit of the heirs, representatives, successors, and
assigns of the Grantors and Grantee hereto. Exhibit A is incorporated into this Easement.
IN WITNESS WHEREOF, the undersigned Grantor has affixed its signature this
20
day of
GRANTORS:
Sign Name:
Michael J. Gingell, Chairman
Oakland County Board of Commissioners
STATE OF MICHIGAN
) ss.
COUNTY OF OAKLAND
On this day of , 20 , before me, a Notary Public in and for said
County, appeared Michael J. Gingen, Chairperson, Oakland County Board of Commissioners, to
me known to be the person described in and who executed the foregoing instrument and
acknowledged that he executed the same.
Notary Public
Acting in Oakland County, Michigan
My commission expires:
This instrument drafted by and when
recorded, return to:
Steven P. Joppich, Esquire
Johnson Rosati Schultz & Joppich, P.C.
27555 Executive Drive, Suite 250
Farmington Hills, Michigan 48331
Jeffrey J. Huhto, P.S. MI. No. 52458
EXHIBIT A
LEGAL DESCRIPTION - LAND/PARCEL (PER RECORD DESCRIPTION)
COMBINED DESCRIPTION TAX ITEM NOS. 08-03-201-006 AND 08-03-201-007 PART OF THE
NORTH 1/2 OF SECTION 3, TOWN 4 NORTH, RANGE 9 EAST, INDEPENDENCE TOWNSHIP, OAKLAND
COUNTY, MICHIGAN, BEING MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NORTHEAST
CORNER OF SAID SECTION 3; THENCE S2'34'58"E, 1602,15 FEET ALONG THE EAST LINE OF SAID
SECTION 3 (SASHABAW ROAD, 33' HALF—WIDTH); THENCE N32'35'18"W, 323.88 FEET; THENCE
N46'19'58"W, 735.04 FEET; THENCE 518'18'15"W, 221.34 FEET; THENCE S46'19'58"E, 616.12
FEET; THENCE S32'35'18"E, 646.12 FEET TO A POINT ON THE EAST LINE OF SECTION 3; THENCE
S2'34'58"E, 504.47 FEET ALONG SAID EAST LINE (SASHABAW ROAD); THENCE S87'25'02"W,
33.00 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF SASHABAW ROAD; THENCE THE
FOLLOWING TWO COURSES ALONG SAID WESTERLY RIGHT OF WAY LINE: (1) ALONG A
NON—TANGENT CURVE TO THE RIGHT, 475.95 FEET, SAID CURVE HAVING A RADIUS OF 377.27
FEET, A CENTRAL ANGLE OF 72'16'58", AND ALONG CHORD BEARING 533'33'31"W, 445.01 FEET,
AND (2) S69'42`00"W, 368.80 FEET; THENCE S20'18'00"E, 33.00 FEET TO A POINT ON THE
NORTH LINE OF "SUPERVISOR'S PLAT NO. 11" AS RECORDED IN LEBER 115, PAGE 38 AND 39,
OAKLAND COUNTY RECORDS; THENCE THE FOLLOWING THREE COURSES ALONG SAID NORTH LINE
OF "SUPERVISOR'S PLAT NO. 11": (1) S69'42'00"W, 692.95 FEET ALONG THE CENTERLINE OF
SASHABAW ROAD AS PLATTED IN "SUPERVISOR'S PLAT NO. 11", AND (2) CONTINUING ALONG
SAID CENTERLINE ALONG A TANGENT CURVE TO THE LEFT, 422.38 FEET, SAID CURVE HAVING A
RADIUS OF 948.88 FEET, A CENTRAL ANGLE OF 25'30'15" AND A LONG CHORD BEARING
556'56'52"W, 418.90 FEET TO A POINT ON THE EAST—WEST 1/2 LINE AS MONUMENTED AND
PLATTED IN SAID "SUPERVISOR'S PLAT NO. 11", AND (3) S87'16'14" W, 987.23 FEET TO THE
CENTER OF SECTION 3; THENCE THE FOLLOWING TWO COURSES ALONG THE EAST AND
NORTHEAST LINES OF "EQUESTRIAN LAKE VILLAGE" AS RECORDED IN LIBER 158, PAGES 8
11-1ROUGH 13, OAKLAND COUNTY RECORDS: (1) N0232'17"W, 1936.86 FEET ALONG THE
NORTH—SOUTH 1/4 LINE, AND (2) N51'43'39" W, 224.61 FEET TO A POINT ON THE SOUTH LINE
OF "WEDGEWOOD OF CLARKSTON" AS RECORDED IN LIBER 254, PAGES 16 AND 17, OAKLAND
COUNTY RECORDS; THENCE THE FOLLOWING TWO COURSES ALONG THE SOUTH AND EAST LINE
OF SAID "WEDGEWOOD OF CLARKSTON": (1) N87'36'05"E, 170.00 FEET TO A POINT ON THE
NORTH—SOUTH 1/4 LINE, AND (2) NO2'32'17"W, 1368.59 FEET TO THE NORTH 1/4 CORNER OF
SECTION 3; THENCE N87'47'00"E, 935.50 FEET ALONG SAID NORTH LINE (OAK HILL ROAD, 33'
HALF—WIDTH); THENCE S47'18'25"E, 543.80 FEET; THENCE 546'19'58"E, 293.24 FEET; THENCE
N27'03'08"E, 208,72 FEET; THENCE N46'19'58"W, 235.26 FEET; THENCE N47'18'25"W, 344,87
FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 3; THENCE THE FOLLOWING TWO
COURSES ALONG SAID NORTH LINE (OAK HILL ROAD): (1) N87'47'00"E, 1324.97 FEET TO THE
SOUTHEAST CORNER OF SECTION 34 OF T-5—N, R-9—E, AND (2) N87'30'27"E, 98.67 FEET TO
THE POINT OF BEGINNING AND CONTAINING 186.003 ACRES, SUBJECT TO THE RIGHTS OF THE
PUBLIC IN OAK HILL AND SASHABAW ROADS. SUBJECT TO THE RIGHTS OF THE PUBLIC AND
RiPARIAN OWNERS IN AND EXISTING WITH RESPECT TO UPPER BUSHMAN LAKE.
....... . .. ..
• • C
ei •
..-4 JEFFREY t
HUHTA
: PROFESSIONAL
-6 SURVEYOR•
•. 52458
',,-ESS I CO. \loss'
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, All 48342-5032
TEL (248) 332-7931 FAX. (248) 332-8257
DATED 05/23/2018 JOB Na .1404 SCALE N.T.S.
MAC COUNTY PANS & PECFEAIM MISSIDN
CLIENT & CHAflail IONS* tiDEFENDENcE SHEET NO. 1 of 13
SASHABAW ROAD PARCEL /08-03—
201-006
NE COR.
SEC 3,
T4N, R9E
EASEMENT
AREA "A"
PARCEL
08-03--
201-005
EASEMENT
AREA "B"
. . JEFFREY J. • * • HI.JFITA
▪ : PROFESSIONAL :
▪ O SURVEYOR
512%8
'''''.,:c413;ZSS 101*v os'ss
EXHIBIT A
EASEMENT LOCATION MAP
CIVIL ENGLNE1RS
LAND sUrtvEYoRs
LAND PLANNERS ENGINEERS
46777 WOODWARD AVENUE, PONTTAC, MI 48342-5032
TEL (248) 332-7931 FAX. (248) 332-8257
DATED 05/23/2018 JOB NO. J404 SCALY, 1=.2000'
mum MISTY PAM le EC:REM COWISZN
CLIENT & OAR1D TIVISHP INDEPIEWNCE SHEET NO 2 a 13
o' 2000' 4000' 6000'
SCALE 1" 2000'
Jeffrey J. Huhta, P.S. MI. No. 52458
EXHIBIT A - EASEMENT AREA "A"
PEDESTRIAN PATH EASEMENT OVER ID: 08-03-201-006 AND 08-03-201-007
111E FOLLOWING DESCRIBED PREMISES SITUATED IN INDEPENDENCE TOWNSHIP, COUNTY OF
OAKLAND, AND STATE OF MICHIGAN, TO WIT: PART OF THE NORTHEAST CORNER OF SECTION 3,
TOWNSHIP 4 NORTH, RANGE 9 EAST (L.42760, P. 410), DESCRIBED AS: COMMENCING AT THE
NORTHEAST CORNER OF SAID SEC110N 3; THENCE BEARING S02'34'58"E 1352.93 FEET ALONG
THE EAST LINE OF SECTION 3; THENCE BEARING S87'25'02"W 33.01 FEET TO THE POINT OF
BEGINNING OF THE FOLLOWING DESCRIBED EASEMENT, SAID POINT BEING ON THE WESTERLY
RIGHT—OF—WAY LINE OF SASHABAW ROAD (66.00 FEET WIDE); THENCE BEARING S02'34'58"E
192.05 FEET ALONG THE 33 (1/2 WIDTH) SASHABAW ROAD RIGHT OF WAY LINE; THENCE
BEARING N323515"W 53,99 FEET; THENCE BEARING NO2'34'58"W 95.30 FEET; THENCE BEARING
S8725'02"W 15.00 FEET; THENCE BEARING NO2'34'58"W 50.00 FEET; THENCE BEARING
N8:7'25'02"E 42,00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.12 ACRES MORE OR LESS,
OF ;
..... ,
' = •• JEFFREY J.. • A. s_
HUHTA "
: PROFESSIONAL : •. SURVEYOR ; NO. ,t6•... 52458.. •
sos''
ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TB., (248) 332-7931 FAX. (248) 332-8257
DATED 05/2312018 30B NO MK SCALE N.T.s,
(ALAND cOUNIY HARM tf RECREATION DOWISSION
CLIENT & CHARIER TOWNSHIP OF INDEPENDENCE SHEET No 3 of 13
CIVIL ENGINEERS
LANE) SURVEYORS
LAND PLANNERS
2 NOLL9J5 JO 3iVr1 I NORTHEAST CORNER
OF SECTION 3,
R-09—E,
INOEPENDENCE TWP.,
OAKLAND COUNTY,
MICHIGAN
(L.42760, P.410)
802°34'58"E 1352.93'
PEDESTRIAN PATH
,
JEFFREY J 4,
"
E I PROFESSIONAL :
O. SURVEYOR .:Z).
52450 ,,, .•
,-,40P.ETSS. Kg"'
e,13,111M.r1.11111.1
SCALE I" = 30'
NF
ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, A41 48342-5032
TEL (248) 332-7931 TAX. (248) 332-8257
DATED 05-23-2018 JOB NO. J404 SCALE 1'=30'
MAW IONTY PARKS dt RECREAllON COUNISSICN
CLIENT & CHARTER TONNAP OF 'DEPENDENCE SHIFT NO, 4 of 13
60' so'
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS o' 30'
E • EN EME•E
587'25'02nW 33.01'
EXHIBIT A - EASEMENT AREA "A"
PEDESTRIAN PATH EASEMENT
MI. No. 52458
EXHIBIT A - EASEMENT AREA "B"
PEDESTRIAN PATH EASEMENT OVER ID: 08-03-201 -006 AND 08-03-201-007
THE FOLLOWING DESCRIBED PREMISES SITUATED IN INDEPENDENCE TOWNSHIP, COUNTY OF
OAKLAND, AND STATE OF MICHIGAN, TO WIT: PART OF THE NORTHEAST CORNER OF SECTION 3,
TOWNSHIP 4 NORTH, RANGE 9 EAST (L42760, P. 410), DESCRIBED AS: COMMENCING AT THE
NORTHEAST CORNER OF SAID SECTION 3; THENCE BEARING S02'34'58"E 1944.95 FEET ALONG
THE EAST LINE OF SECTION 3; THENCE BEARING 587'26'28"W 33.00 FEET TO THE POINT OF
BEGINNING OF THE FOLLOWING DESCRIBED EASEMENT, SAID POINT BEING ON THE WESTERLY
RIGHT—OF—WAY LINE OF SASHABAW ROAD (66.00 FEET WIDE); THENCE BEARING S02'34 '58"E
561.60 FEET ALONG THE 33' (1/2 WIDTH) SASHABAW ROAD RIGHT OF WAY; THENCE CONTINUING
ALONG SAID R.O.W. LINE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 377.27 FEET, A
DELTA ANGLE OF 7216 '56, AND WHOSE LONG CHORD BEARS 533'33 '31 "W 445.01 FEET; THENCE
CONTINUING ALONG SAID R.O.W. LINE BEARING S6942 '00"W 1061.75 FEET; THENCE CONTINUING
ALONG SAID R.O.W. LINE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 981.88 FEET, A
DELTA ANGLE OF 2530'15', AND WHOSE LONG CHORD BEARS 556'56 '52'W 433.47 FEET;
THENCE CONTINUING ALONG SAID R.O.W. LINE BEARING S4412'25"W 35.30 FEET TO A POINT ON
THE EAST—WESTERLY LINE OF SAID SECTION 3; THENCE BEARING 58716 '14"W 39.69 FEET
ALONG NE EAST—WEST 1/4 LINE OF SECTION 3; THENCE BEARING N4417 '56"E 64.30 FEET;
THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1008.88 FEET, A DELTA ANGLE
OF 2530'15", AND WHOSE LONG CHORD BEARS N5656 '52"E 445.39 FEET; THENCE BEARING
N6941 '59"E 1061.74 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 350.27
FEET, A DELTA ANGLE OF 7216'58", AND WHOSE LONG CHORD BEARS N3333'31 "E 413.16 FEET;
THENCE BEARING NO2'34 '55"W 608.35 FEET; THENCE BEARING S3235 '18"E 53.99 FEET TO THE
POINT OF BEGINNING. CONTAINING 1.61 ACRES MORE OR LESS.
, • ,,,,,, • . 1.0
C...J •
JEFFREY J...
HUHTA
PROFESSrONAL 1 re SURVEYOR 4,2 • NO. 5245/I •
• ,,, •
•„,"61kVis 014"-
ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TEL (248) 332-7931 FAX. (248) 332-8257
DATED 05/23/2018 jo-}3 NO J404 SCALE N.T.S.
0,kkUNO COUNTY PAWS & REMAIN coktaKtoN
CLIENT &I#11U1 TOFINF, oF OCEPEWRICE SHEET NO 5 of 13
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS
NORTHEAST CORNER
OF SECTION 3,
T-04—N, R-09—E,
INDEPENDENCE TWP.,
OAKLAND COUNTY,
MICHIGAN
(L42780, P,410)
PARCEL ID.:
08-03-201-005
L8
EASEMENT
P. 0.8.
587'26'28"W
33.00'
L1
..... 10 %,
JEFFREY J. •
HUHTA
7 PROFESSIONAL : SURVEYOR ;
NO. .•
52458
"%,„Al?1;;i'S'S.
200' 400' 600'
N1•1'n NEME•
SCALE 1" = 200'
EXHIBIT A - EASEMENT AREA "B"
PEDESTRIAN PATH EASEMENT
Line Table
Line # Direction Length
Li 502'34'58"E 561.60
L2 56942'00"W 1061.75
L3 S4412'25"W 35.30
L4 58716'14"W 39.69
L5 N 4417'56"E 64.30
L6 N69'41'59"E 1061.74
L7 NO2'34'55"W 608.35
L8 53235'18"E 53.99
Curve Table
__.
Curve # Delta Length Radius Chord Chord Dist.
Cl 7216'56" 475.95' 377.27' 533 33' 31"W 445.01'
C2 2530'15" 437.07' 981.88' S56' 56' 52"W 433.47'
C3 25'30'15" 449.09' 1008.88' N56' 56' 52"E 445.39'
C4 7216'58" 441.89' 350.27' N33' 33' 31"E 413.16'
Cl
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TEL. (248) 332-7931 FAX. (248) 332-8257
DATED 05-23-2018 JOE NO. J404 SCALE l'200'
OAKUM &MY MKS k RECREA11% MIZON
CLIENT TOWNE OF INDEMIDENCE SBEET NO 6 a 0
\,k
SOUTHERN
BOUNDARY
OF PARCEL
08-03-201-006
AND
08-03-201-007
30
08-03-401-005
EXHIBIT A - EASEMENT AREA "B"
PEDESTRIAN PATH EASEMENT
Line Table
Line # Direction Length
L1 S02'34`58"E 561.60
L2 S6942'00"W 1061.75
L3 S4412'25"W 35.30
L4 S8716'14"W 39.69
L5 N4417'56"E 64.30
L6 N69'41'59"E 1061.74
L7 N0214'55"W 608.35
L8 S3235'18"E 53.99
Curve Table
Curve # Delta Length Radius Chord Chord Dist.
Cl 7216'56" 475.95' 377.27' 533' 33' 31"W 445.01'
C2 25'30'15" 437.07' 981.88' S56 56' 52"W 433.47'
C3 253015" 449.09' 1008.88' N56' 56' 52"E 445.39'
04 7216'58" 441.89' 350.27' N33' .33' 31"E 413.16'
z 33' (1/2 WIDTH)
\--C2 SASHABAW RD.
R.aw
EAs-r-wEsr 1/4 LINE AS 14NIVENTED AND FLATLED)
o' 200'
400' 600'
MI II
'"urm."11m MI NI II NI
SCALE 1" 200'
ossiC• °
- • ,,, ".
/* JEFFREY J ••,
I-I HTA "
PROFESSIONAL
SURVEYOR • ,2
NO.
52458
1.04•‘.../
ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TEL. (248) 332-7931 FAX. (248) 332-8257
DATED 05-23-2048 JOE No. J404 SCALE 1"=200'
0,WA8 COUNTY PAW & RECRERTICH 001,0ASSION
CLIENT & WRIER TOVINSHIF OF *IMMINENCE SHEET NO 7 of 13
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS
MI. No. 52458
EXHIBIT A
LEGAL DESCRIPTION - LAND/PARCEL ID: 08-09-200-004 PER RECORD DESCRIPTION)
TOWN 4 NORTH, RANGE 9 EAST, SECTION 3, 4, 9, 10 AND 16 SW 1/4 OF SECTION 3, SE 1/4
OF SW 1/4 OF SECTION 4, SE 1/4 OF SECTION 4, E 1/2 OF NW 1/4 OF SECTION 9, NE 1/4 OF
SECTION 9, PART OF SW 1/4 OF SECTION 9, BEGINNING AT POINT DISTANCE N 00-03-35 E
1005.23 FEET FROM S 1/4 CORNER, THENCE S8920'46"W 1317.39 FEET, THENCE N00'21'17"W
1646 FEET, THENCE N89'20'46"E 1329.31 FEET, THENCE S00*03'35"W 1646.11 FEET TO
BEGINNING, ALSO THAT PART OF W 1/2 OF SE 1/4 OF SECTION 9 LYING W OF CENTER LINE OF
PERRY LAKE ROAD EXCEPT BEGINNING AT POINT DISTANCE N00'03'15'E 473.88 FEET FROM S
1/4 CORNER, THENCE NO0'03 .35IIE 531.35 FEET, THENCE N8920'46"E 281.80 FEET, THENCE
S2750'28”W 604.55 FEET TO BEGINNING, ALSO PART OF SE 1/4 OF SECTION 9 BEGINNING AT
SE SECTION CORNER, THENCE S8929'09"W 1163.19 FEET, THENCE N00'03'55"W 2653.29 FEET,
THENCE N89424'21"E 1156.79 FEET, THENCE 500'12 313'E 2654.87 FEET TO BEGINNING, ALSO NW
1/4 OF SECTION 10, ALSO PART OF SW 1/4 OF SECTION 10 BEGINNING AT POINT DISTANCE
S8917'25"W 664.49 FEET FROM CENTER OF SECTION, THENCE 589'17'25"W 1994.07 FEET,
THENCE S0012'13"E 1817.07 FEET, THENCE N89 436'26"E 1988.67 FEET, THENCE N00'02'45"W
1828.12 FEET TO BEGINNING, ALSO WESTERLY 1/2 OF S 10 AC OF N 3/4 OF SW 1/4 OF
SECTION 10, ALSO S 1/2 OF S 1/2 OF SW 1/4 OF SECTION 10 EXCEPT BEGINNING AT S 1/4
CORNER, THENCE 389 .29'09"W 1324.46 FEET, THENCE N00'05'54"W 670 FEET, THENCE
N89'36'26"E 1325.67 FEET, THENCE 50000'24"W 667.21 TO BEGINNING, ALSO PART OF NE 1/4
OF SECTION 16 BEGINNING AT NE SECTION CORNER, THENCE 589'2909"W 1330.09 FEET, THENCE
SO0'15'07"E 1326,02 FEET, THENCE S89'57'52"E 1324.08 FEET, THENCE NO0'00'19"E 1338.76
FEET TO BEGINNING EXCEPT THAT PART IN SECTION 3 & 10 TAKEN FOR WIDENING OF
SASHABAW RD, ALSO EXCEPT PART OF NE 1/4 CORNER, S89 424'24"W 1650.88 FEET FROM E
1/4 CORNER, THENCE S8924`24"W 160 FEET, -THENCE N1649'54"E 140 FEET, THENCE
N89'24'24"E 160 FEET, THENCE S16'49'54"W 140 FEET TO BEGINNING ALL BEING 1045.25 ACRES.
••
...JEFFREY J..'
" HUHTA
PROFESSIONAL -5% SURVEYOR :4' f
NO. 52458
, 46P.E4S. 1.0.14'\
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TEL. (248) 332-7931 EAX. (248) 332-8257
DATED 05/23/2018 JOB NO J404 SCALE N.T.S.
MAD COW' Ms& RECREAIM MISSION
CLIENT & CHARTER TOWNSVIP OF INDEPENDENCE SHEET NO 8 of 13
EXHIBIT A - EASEMENT AREA "C"
PEDESTRIAN PATH EASEMENT OVER ID: 08-09-20D-004
THE FOLLOWING DESCRIBED PREMISES SITUATED IN INDEPENDENCE TOWNSHIP, COUNTY OF
OAKLAND, AND STATE OF MICHIGAN, TO WIT: PART OF THE NORTHEAST CORNER OF SECTION 3,
TOWNSHIP 4 NORTH, RANGE 9 EAST (L.42760, P. 410), DESCRIBED AS: COMMENCING AT THE
NORTHEAST CORNER OF SAID SEC110N 3; THENCE BEARING 502'34'58E 1944.95 FEET ALONG
THE EAST LINE OF SECTION 3; THENCE BEARING S87'26'28"W 33.00 FEET TO A POINT ON THE
WESTERLY LINE OF SASHABAW ROAD (66 FEET WIDE); THENCE THE FOLLOWING 8 COURSES ALONG
SAID WESTERLY LINE OF SASHABAW ROAD; (1) S02'34'58"E 561.60 FEET; AND (2) ALONG A
CURVE TO THE RIGHT, HAVING A RADIUS OF 377.27 FEET, A DELTA ANGLE OF 72'16'56, AND
WHOSE LONG CHORD BEARS S333331'W 445.01 FEET; AND (3) S6942'00"W 1061.75 FEET; AND
(4) ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 981.88 FEET, A DELTA ANGLE OF
2530'15", AND WHOSE LONG CHORD BEARS S56'56'52''W 433.47 FEET; (5) S4412'25"W 35.30
FEET; AND (6) 544'18'03"W 406.79 FEET; AND (7) S45'35'04"W 595.88 FEET; AND (8) ALONG A
CURVE TO THE LEFT, HAVING A RADIUS OF 695.07 FEET, A DELTA ANGLE OF 0207'04", AND
WHOSE LONG CHORD BEARS S44`31'32"W 25.69 FEET TO THE POINT OF BEGINNING OF THE
FOLLOWING DESCRIBED EASEMENT; THENCE THE FOLLOWING FOUR (4) COURSES ALONG THE SAID
WESTERLY LINE OF SASHABAW ROAD; ONE (1) ALONG A CURVE TO THE LEFT, HAVING A RADIUS
OF 695.06 FEET, A DELTA ANGLE OF 4033'41", AND WHOSE LONG CHORD BEARS 523'11'11 1'W
481.84 FEET; AND (2) SO2'43'10"E 199.57 FEET; AND (3) S02'12'50"E 1340.03 FEET; AND (4)
S02'39'22"E 534.80 FEET; THENCE BEARING 38720'48"W 27.03 FEET; THENCE BEARING
NO2'39'12"W 534.90 FEET; THENCE BEARING NO212'50"W 1340.02 FEET; THENCE BEARING
NO2'43'10"W 200.77 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 722.07
FEET, A DELTA ANGLE OF 3827'53", AND WHOSE LONG CHORD BEARS N2701'56"E 475.70; FEET
THENCE BEARING N8T07'04"E 38.34 FEET TO THE POINT OF BEGINNING. CONTAINING 1.59 ACRES
MORE OR LESS.
Jeffrey J. Huhta, P.S. MI. No. 52458
ttttt f 014,,
07 )61 l C1,7%
' JEFFREY J.•
HUHTA
: PROFESSIONAL : o • SURVEYOR .E) q.• NO. •A'o
.$ 52458 ..7 •. „. ,
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS ENGINEERS
46777 WOOD WARD AVENUE, PONTIAC, MI 48342-5032
TEL (248) 332-7931 FAX. (248) 332-8257
DATED 05/23/2018 JOB NO. J404 SCA.LE N.T.S.
OAKIAD cam PARKS & RECREATION MISSION
CLIENT fc alma 19101911P INCEPENDINCE SHEET NO 9 of 13
EXHIBIT A - EASEMENT AREA "C"
PEDESTRIAN PATH EASEMENT
NORTHEAST CORNER
OF SECTION 3,
T-04—N,
INDEPENDENCE TOP.,
OAKLAND COUNTY,
MICHIGAN
(L.42760, P.410)
Line Table
Line # Direction Length
Li 50243'10E 199.57
L2 SOZ12'50"E 1340.03
L3 502'39'22"E 534.80
L4 58770'48"W 27.03
L5 NO2'39'12"W 534.90
L6 N0212150"W 1340.02
L7 NO2'43'10"W 200.77
L8 N87'07'04"E 38.34
Curve Table
Curve # Delta Length Radius Chord Bearing Chord Dist.
Cl 40'33'41" 492.05' 695.06' S23 11' 11"W 481.84'
C2 3877'53" 484.75' 722.07' N22' 01' 56"E 475.70'
A8
27' WIDE
PATHWAY
EASEMENT
33' (1/2 WIDTH)
SASHABAW RD.
R.O.W.
• ,,,,,,
0„, of Mi0;7,,,,
•
* JEFFREY J...
-Pc , HUHTA
: PROFESSIONAL :
SURVEYOR No.
METES AND BOUNDS TO EASEMENT P.O.B.
BEGINNING AT THE NORTHEAST CORNER OF SECTIONS
Line # Bearing Length Radius Chord L Delta
Al 502'34'58"E 1944.95'
A2 58776'28"W 33.00'
A3 502'34'58"E 561.60'
A4 53333'31"W 475.95' 377.27' 445.01' 72°16'56"
A5 S69'42'00"W 1061.75
A6 556'56'52"W 437.01' 981.88' 433.47' 25'30'15"
A7 54412'25W 35.30'
A8 S4418'03"W 406.79'
A9 54535'04W 595.88'
A10 544'31'32"W 25.69' 695.07 26.69 02'07'04"
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS 600' ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TEL. (248) 332-7931 FAX. (248) 332-8257
DATED 05-23-2018 JOB NO. J404 SCALE 1"=200'
OKAID GUM MKS & BECREABON causwo
CLIENT & CHARM BARISNIFI INDEFiNDENce SHEEL NO 10 of 13
Line Table
Line # Direction Length
L1 S02'43'10"E 199.57
L2 S0212'50"E 1340.03
L3 S02'39'22"E 534.80
L4 S8720'48"W 27.03
L5 NO2'39'12"W 534.90
L6 N0212'50"W 1340.02
L7 NO2-43'10"W 200.77
L8 N87'07'04"E 38.34
Curve Table
L.LATCH LINE
L5
L2
40.'33'41" 492.05' 695.06' S23 11' 11"W 481.84'
C2 382753" 484.75' 722.07' N22' 01' 56"E 475.70'
PR. FENCE
0'
200' 400' 600'
• II III • 20M11.M.Mallagg 11 II II II •
SCALE 1" = 200'
EXHIBIT A - EASEMENT AREA "C"
PEDESTRIAN PATH EASEMENT
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TEL (248) 332-7931 FAX. (248) 332-8257
DATED 00-23-2010 JOB NO J404 SCALE, 1200'
MOND CON11, PAWS REMAIN C011iliSSION
CLIENT kJI1E8 BMW INDEPENWE SHEET NO. 11 of 13
Jeffrey J. Huhto, P.S. MI. No. 52458
EXHIBIT A - EASEMENT AREA "D"
PEDESTRIAN PATH EASEMENT OVER ID: 08--09 -200-004
THE FOLLOWING. DESCRIBED PREMISES SITUATED IN INDEPENDENCE TOWNSHIP, COUNTY OF
OAKLAND, AND STATE OF MICHIGAN, TO WIT; PART OF THE NORTHEAST CORNER OF SECITON 3,
TOWNSHIP 4 NORTH, RANGE 9 EAST (L.42760, P. 410), DESCRIBED AS: COMMENCING AT THE
NORTHEAST CORNER OF SAID SECTION 3; THENCE BEARING S02'34'58"E 1944,95 FEET ALONG
THE EAST LINE OF SECTION 3; THENCE BEARING S8726'28"W 33.00 FEET TO A POINT ON THE
1/2 WIDTH SASHABAW ROAD RIGHT OF WAY; THENCE THE FOLLOWING THIRTEEN (13) COURSES
ALONG THE WESTERLY RIGHT—OF—WAY INF OF SASHABAW ROAD; ONE (1) S02'34'58"E 561.60
FEET; AND (2) ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 377.27 FEET, A DELTA
ANGLE OF 721656, AND WHOSE LONG CHORD BEARS S33°33'31"W 445.01 FEET; AND (3)
S69'42'00"W 1061.75 FEET; AND (4) ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF
981.88 FEET, A DELTA ANGLE OF 2530'15", AND WHOSE LONG CHORD BEARS 55656'52"W
433.47 FEET; AND (5) S4412'25W 35.30 FEET; AND (6) S4418'03"W 406.79 FEET; AND (7)
S45'35'04"W 595.88 FEET; AND (8) ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF
695.07 FEET, A DELTA ANGLE OF 02'07'04", AND WHOSE LONG CHORD BEARS 544'31'32"W
25.69 FEET; AND (9) ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 695.06 FEET, A
DELTA ANGLE OF 4033'41", AND WHOSE LONG CHORD BEARS S2311'11"W 481,84 FEET; AND
(10) SO2'43'10"E 199.57 FEET; AND (11) S0212'50"E 1340.03 FEET; AND (12) S02'39'22"E
534.80 FEET; AND (13) SO2'39'221 844.94 FEET TO THE POINT OF BEGINNING OF THE
FOLLOWING DESCRIBED EASEMENT; THENCE BEARING SO2'39'12"E ALONG 'THE WESTERLY LINE OF
SASHABAW ROAD (66 WIDE) 850.99 FEET; THENCE BEARING S8220'48"W 27.00 FEET; THENCE
BEARING NO2'39'12"W 134.49 FEET, THENCE BEARING S8654'57"E 22.00 FEET; THENCE BEARING
NO8'08'11"E 17.00 FEET; THENCE BEARING N49'24'19"E 23,87 FEET; THENCE BEARING
NO2'39'12"W 685.25 FEET; THENCE BEARING N8720'48"E 27.00 FEET TO THE POINT OF
BEGINNING. CONTAINING 0.54 ACRES MORE OR LESS.
' 1,4 .....
4. JEFFREY J...
HUHTA
PROFESSIONAL :
7,-6•. SURVEYOR ie NO. 52458
libFES5104".
ENGINEERS
46777 WOODWARD AVENUE, PONTIAC, MI 48342-5032
TEL (2.48) 332-7931 FAX. (248) 332-8257
DATED 05/23/2015 10E NO .-14'i4 SCALE N.T.S.
OAKUM COUNTY PARKS & NECREATICH COUTIESSION
CLIENT & CHARTER TCYANSHIP OF REPENCENIE SHEET NO 12 of 13
CIVIL ENGINEERS
LAND SURVEYORS
LAND PLANNERS
NORTHEAST CORNER
OF SECTION 3,
T-04—N,
INDEPENDENCE TWP.,
OAKLAND COUNTY,
MICHIGAN
(L.42760, P.410)
A2
A7
Al 0
All
Al2
AS
A8
Al
RENNIE •'1111111111 -
SCALE 1" = 200'
CIVIL ENGINEERS
IAND SURVEYORS
IAND PLANNERS ENGINEERS
46777 WOODWARD AVENU £, PONTIAC, MI 48342-5032
TEL. (248) 332-7931 FAX. (248) 332-8257
DATED 05-23-2018 JOB NO. J404 SCALE 1.'"200'
OAKEN MINTY PARKS & RECREATOR cowssicti CLIENT & CHARTER TOMSHLP OF liDEPEDERV snEET No. 13 of 13
EXHIBIT A - EASEMENT AREA "D"
PEDESTRIAN PATH EASEMENT
Line Table
Line # Direction Length
Ll S02'39'12"E 850.99'
L2 S8220'48"W 27.00'
L3 N0239'12"W 134.49'
L4 S86'54'57W 22.00'
L5 N08°08'11E 17.00'
L6 N49'2419"E 23.87'
L7 N 023912"W 685.25'
L8 N87'20'48"E 27.00'
L2
„ . ..
in4/,,,
! JEFFREY
• HUHTA •
E. . : PROFESSIONAL : cse
a • SURVEYOR
•• NO.
• . 52458
J,J i iI
200'
Al 3---1
Al 4--J
A15-I
i ifil ---EASEMENT
F.O.B.
L.7
27' WOE
PATHWAY
EASEMENT
L1
PR. FENCE
PEDESTRIAN
PATH
33' (1/2 WIDTH)
SASHABAW RD.
R.O.W.
PROPOSED
60' WIDE
R.O.W.
400'
METES AND BOUNDS TO EASEMENT P.O.B.
Line # Bearing Length Radius Chord L Delta
Al 802'34158"E 1944.95'
A2 887'26'28"W 33.00'
A3 802'34'58"E 561.60'
A4 S33'33'31"W 475.95' 377.27' 445.01' 7216'56"
A5 86942'00"W 1061.75
A6 S5656'52"W 437.01' 981.88' 433.47' 25'30'15"
A7 84412'25"W 35.30'
A8 84418'03"W 406.79'
A9 S4535'04"W 595.88'
A10 544'31'32"W 25.69' 695,07 26.69 0207'04"
All 82311'11"W 492.05' 695.06' 481.84' 40'33'41"
Al 2 802'43'10E 199.57'
Al 3 80212'50"E 1340.03'
A14 802'39'22"E 534.80'
M5 S02°39"22"E 844.94'
600'
L6
L5
L4
L3
Resolution #18296 August 9, 2018
The Chairperson referred the resolution to the Finance Committee. There were no objections.