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MA STREET FROM TO MILES CON-T. CONSTRUCTION REQUIREMENTS (x 1000) <br />NJ. TYPE 1937 19 1989 19W 1991 1992 1993 1994 193S 1996 193' <br />020-103 <br />Cfel(C.TY RD 15 <br />cPRING PART: <br />CSAH 19 <br />1.00 <br />RECONSTRUCTION <br />427 -- -- ----- <br />101-01 <br />WILLW DR. <br />FOX ST. <br />C N INC MIDGE <br />1.28 <br />SEALCOAT <br />20 <br />101-02 <br />WILLOW DR. <br />TH 12 <br />CSAH 6 <br />0.64 <br />SEALCOAT <br />10 310 <br />101-03 <br />WILLOJ DR. <br />C N RR CRIDGE <br />0.01 <br />RECONSTRUCTION <br />19% <br />101-04' <br />W(LL04 DR.(a) <br />TRAFF SIGNAL(TEMP) <br />0.01 <br />NEW CONSTRUCTION <br />100 <br />101-OS <br />WILLOW DR td) <br />TRAFF SIGNAL(PERM) <br />0.01 <br />NEW CONSTRUCTION <br />3•: <br />10244 <br />OLD CRI3TAL CAY RC <br />CSAH fid <br />TH 12 <br />1.52 <br />SEALCOAT <br />24 <br />102-02 <br />O,-D CRYSTAL BAY RD <br />TH 12 <br />CSAH 6 <br />0 60 <br />SEALCOAT <br />10 <br />102-03 <br />OLD CRYSTAL DAY RD <br />B N. RR BRIDGE <br />0.01 <br />RECONSTRUCTION <br />4SO <br />103-01 <br />W41ERTOWM (Li <br />OLD CRYSTAL BAY RD <br />WILLOW DR. <br />0.51 <br />LRECONSTRUCTION <br />257 <br />103-02 <br />W-;TEnTOWN RD <br />STUBBS BAY RD <br />OLD CRYSTAL BAY RD <br />0.92 <br />RECONSTRUCTION <br />463 --'a <br />103-03 <br />W;TERT06N RD <br />MC CIELEY RD <br />STUBBS BAY RD <br />1.32 <br />JtEC(NSTRUCTION <br />665`-� <br />104-01 <br />Mc CULLEY RD <br />(OINTY RD 19 <br />CSAH 6 <br />0.93 <br />SEALCOAT <br />LS <br />105.01 <br />FOX ST. <br />WILLOW DR. <br />CROWN RD <br />0.50 <br />J{ECONSTRUCTION <br />2S2 -� <br />105-02 <br />FOX ST. <br />BROWN ROAD <br />MOW ORCHARD LN <br />0.76 <br />6RECONSTRUCTION <br />333 <br />105-03 <br />FOX ST <br />OLD CRYSTAL BAY RD <br />WILLOW DR. <br />0.60 <br />&ECONSTRUCTION <br />302 <br />106-01 <br />tni ONO ORCHARD LN <br />FOX ST <br />SHORELINE Dn. <br />0.11 <br />AECONSTRlKT10N <br />55 <br />107-01 <br />BROWN RD <br />CSAH 6 <br />TH 12 <br />0.7S <br />AECONSTRUC IN <br />370C <br />108-01 <br />STUBBS BAY RD <br />CSAH 84 <br />WATERTOWN RD <br />0.40 <br />,RECONSTRUCTION <br />202 <br />103-02 <br />STUBBS BAY RD <br />WATERTOWN RD <br />TH 12 <br />0.70RECONSTRUCTION <br />353 <br />109-03 <br />FERNDALE RD <br />CSAH 6 <br />TH 12 <br />0.54 <br />MtONSTRUCTION <br />272 <br />At <br />FRONTAGE RD N(b) <br />BROWN RD N. <br />WILLOW DR. <br />0.50 vJKEWl CONSTRUCTION <br />2S2 <br />at <br />FRONTAGE RD N(c) <br />WILLOW DR <br />OLD CRYSTAL BAY RD <br />0.52 <br />WEN CONSTRUCTION <br />262 <br />Cl <br />FRONTAGE RD S - <br />TH 12 <br />OLD CRYSTAL BAY RD <br />0.29 `NEW CONSTRUCTION <br />Ox-3c-) 1159 146 <br />PROJECT FUNDING <br />1. TOTAL ANNUAL FUN')ING ATFOS <br />MUNICIPAL STATE AID FUND <br />2. BEGINNING YOUR MUNICIPAL STATE AID FUND BALANCE <br />3. MINICIPAL STATE AID CONSTRICTION ALLOTMENT <br />A. MONICIPAL STATE AID BOND REPAYMENT <br />S. KJNICIPAL STATE AID BRIDGE BONDING <br />6. YEAR END PU41CIPAL STATE AID FIND BALANCE <br />OTHER FIRC)ING SOURCES <br />7. ASSESMENTS <br />S. GENTAL OBLIGATIONS <br />9. OTHER <br />(a) WILLOW CRIVE SIGNAL - 50% LONG WE; <br />(b) Al 502 ASSESSED; <br />(c) Bt 76% ASSESSED; <br />(d) WILLOW DRIVE SIGNAL - MN/DOT SHARE <br />d <br />427 722 593 1401 514 438 378 610 SSS 720 C': <br />256 <br />349 <br />160 0.0 <br />0.0 0.0 0.0 0.0 0 0 0.0 00 <br />133 <br />166 <br />166 166 <br />166 166 ib6 165 166 166 166 <br />40 <br />35 <br />- - <br />- <br />3SO <br />350 <br />349 <br />160 <br />-46 -427 <br />-88S -349 -272 -212 -444 -". -SS4 <br />107 126 <br />46 377 7S9 <br />197 <br />151 272 <br />50 <br />T13TaL d`'iti)S <br />htiA <br />t0.,L)m <br />N,SA LL <br />2tP tY , � <br />4S+ <br />212 194 3S9 5S4 <br />250 <br />i <br />f; a, <br />Ar7-7 <br />