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A CURB <br />ELAN � �� � <br />c' <br />12 "CP 15 RC.P ;i' I <br />Ot 0,67 <br />A a AX <br />K) Lo <br />sn P- — Lo <br />It CNI to c\I <br />BASE . 170 00 T1 OD OD 9D <br />O +0 +50 <br />NOTES_ <br />0 SEWER MANHOLES WITH SERVICES ENTERING <br />WILL HAVE SHAPED CHANNELS. <br />2.)STREETS TO BE CONSTRUCTED IN ACCORDANCE <br />WITH TOWN: OF LEXINGTON STANDARD. CROSS <br />SECTION FOR "LOCAL. STREETS. <br />3,) GRANITE CURB INLETS TO BE INSTALLED <br />AT ALL CBS <br />KEY <br />EXISTING <br />EXISTING LT. — — — — — — <br />EXISTING RT. — <br />PROP. I-' GIRD, <br />DENOTES BND.TO BE SET — — <br />In <br />to <br />T A <br />II <br />> <br />z <br />t� <br />° a° - <br />O � <br />O J :D <br />?O <br />0 It Q <br />O iii � N <br />0 O <br />co W J <br />11 IL 11 <br />>� ZZ <br />Z co — <br />co <br />m 11 <br />um f <br />N cr <br />15 R.C.P. <br />/` � / <br />Q � <br />A <br />+'I <br />a7 QS <br />-` COOcr <br />Q <br />K <br />Z0�� <br />aD NN <br />00) <br />00D <br />6" Z$ <br />(A ° - — <br />II 11 <br />z zz <br />V.C. <br />- ' <br />00! 00° <br />S. INV. = 179.00 <br />LOT II <br />LOT 14 <br />Yp <br />;' Ar�2ia <br />< Q>D23 ®�2 <br />0 <br />r� 8 <br />O <br />V.C. <br />OF <br />I' <br />� <br />SIDEWALK <br />tin N o <br />100 <br />f <br />n u m O <br />6 +89.21 <br />=ro <br />N <br />> <br />gCr' <br />Z O <br />W <br />_Z <br />n <br />z1 <br />> <br />z= n as <br />—� <br />a <br />� � nN cn <br />_� <br />o <br />�o Ilmga <br />Z >U <br />Z <br />0 <br />CIO ZNmF <br />ow <br />p <br />wW = <br />0) <br />'_1'•00 %® <br />7- <br />'n <br />f <br />Fd <br />1 <br />Oa U ZJ <br />cr <br />(®. <br />W <br />P <br />OD A <br />OD W <br />00 aV <br />a0 <br />W. <br />12 "CP 15 RC.P ;i' I <br />Ot 0,67 <br />A a AX <br />K) Lo <br />sn P- — Lo <br />It CNI to c\I <br />BASE . 170 00 T1 OD OD 9D <br />O +0 +50 <br />NOTES_ <br />0 SEWER MANHOLES WITH SERVICES ENTERING <br />WILL HAVE SHAPED CHANNELS. <br />2.)STREETS TO BE CONSTRUCTED IN ACCORDANCE <br />WITH TOWN: OF LEXINGTON STANDARD. CROSS <br />SECTION FOR "LOCAL. STREETS. <br />3,) GRANITE CURB INLETS TO BE INSTALLED <br />AT ALL CBS <br />KEY <br />EXISTING <br />EXISTING LT. — — — — — — <br />EXISTING RT. — <br />PROP. I-' GIRD, <br />DENOTES BND.TO BE SET — — <br />In <br />to <br />T A <br />II <br />> <br />z <br />t� <br />° a° - <br />O � <br />O J :D <br />?O <br />0 It Q <br />O iii � N <br />0 O <br />co W J <br />11 IL 11 <br />>� ZZ <br />Z co — <br />co <br />m 11 <br />um f <br />N cr <br />15 R.C.P. <br />/` � / <br />Q � <br />A <br />+'I <br />a7 QS <br />-` COOcr <br />Q <br />K <br />Z0�� <br />aD NN <br />00) <br />00D <br />6" Z$ <br />(A ° - — <br />II 11 <br />z zz <br />V.C. <br />- ' <br />00! 00° <br />S. INV. = 179.00 <br />LOT II <br />LOT 14 <br />Yp <br />;' Ar�2ia <br />< Q>D23 ®�2 <br />7 <br />—S. INV = 179.70 <br />LOT 12 <br />0 <br />I�END <br />O <br />V.C. <br />OF <br />I' <br />\ <br />SIDEWALK <br />sn <br />0 <br />f <br />� <br />LOT 13 <br />6 +89.21 <br />=ro <br />N <br />> <br />gCr' <br />41 S. INV, =*6,90 <br />W <br />_Z <br />n <br />n <br />> <br />�m <br />a <br />Z <br />a) of <br />o <br />O <br />U <br />M ui <br />w <br />Ids <br />v- <br />N <br />'_1'•00 %® <br />7- <br />'n <br />1 1 <br />V.0 <br />1 <br />ter. <br />7 <br />—S. INV = 179.70 <br />LOT 12 <br />®Iimm <br />• �' ■ <br />0 <br />O <br />V.C. <br />O <br />O <br />sn <br />0 <br />N tp <br />n <br />=ro <br />N <br />> <br />gCr' <br />- <br />11 <br />_Z <br />n <br />n <br />>; <br />N_ <br />> <br />� <br />Z <br />m <br />M a? <br />— <br />U <br />M ui <br />w <br />Ids <br />v- <br />N <br />'_1'•00 %® <br />7- <br />'n <br />FO w <br />V.0 <br />®Iimm <br />• �' ■ <br />1 +0 +50 2 +0 +50 3 +0 +50 4 +0 +50 5 +0 +50 6 +0 <br />B.K:: TOP OF SPINDLE OF HYDRANT AT *137 GRANT ST. <br />ELEV. - 196.71 <br />PROFILE <br />SCALE : *- <br />FOR ENDORSEMENT OF APPROVAL <br />SEE SHEET I <br />APPROVED BY <br />LEXINGTON PLANNING BOARD <br />ENDORSED SEPT 8, X169 <br />DATE <br />+50 <br />>�g0 <br />ZFr:— <br />N > <br />aj Z <br />N. U — <br />z� N <br />O Z <br />V.C. <br />+__ I.00 % — _ _ <br />- - - :nno_ <br />- - -i— _ <br />0 <br />V.C. <br />O <br />Kj <br />sn <br />ti <br />ap <br />- <br />0 <br />cv <br />` <br />- <br />fn <br />'t <br />® <br />tic! <br />n <br />m 0 <br />M <br />ham- <br />M a? <br />� <br />N <br />M ui <br />w <br />Ids <br />v- <br />V' N <br />'t t0 <br />'n <br />FO w <br />td) <br />0 <br />(®. <br />W <br />P <br />OD A <br />OD W <br />00 aV <br />a0 <br />W. <br />CO w <br />m <br />W w <br />w <br />— W <br />co <br />- 00 — 00 <br />- <br />00 <br />1 +0 +50 2 +0 +50 3 +0 +50 4 +0 +50 5 +0 +50 6 +0 <br />B.K:: TOP OF SPINDLE OF HYDRANT AT *137 GRANT ST. <br />ELEV. - 196.71 <br />PROFILE <br />SCALE : *- <br />FOR ENDORSEMENT OF APPROVAL <br />SEE SHEET I <br />APPROVED BY <br />LEXINGTON PLANNING BOARD <br />ENDORSED SEPT 8, X169 <br />DATE <br />+50 <br />>�g0 <br />ZFr:— <br />N > <br />aj Z <br />N. U — <br />z� N <br />O Z <br />V.C. <br />+__ I.00 % — _ _ <br />- - - :nno_ <br />- - -i— _ <br />I , CLERK OF THE TOWN OF LEXINGTON , MASS. HEREBY CERTIFY THAT <br />THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING <br />BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL <br />WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND <br />RECORDING OF SAID NOTICE : p <br />DATE TOWN CLERK <br />OWNER r <br />c <br />OAK PARK CORP. <br />48 TRAPELO ROAD <br />BELMONT , MASS . <br />r:ac=agc..< <br />V.C. <br />+100% <br />- <br />I2° R:C.P <br />at 0. O% <br />Lmm�=�mmm� <br />ft f• <br />0 <br />D <br />I , CLERK OF THE TOWN OF LEXINGTON , MASS. HEREBY CERTIFY THAT <br />THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING <br />BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL <br />WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND <br />RECORDING OF SAID NOTICE : p <br />DATE TOWN CLERK <br />OWNER r <br />c <br />OAK PARK CORP. <br />48 TRAPELO ROAD <br />BELMONT , MASS . <br />r:ac=agc..< <br />0 <br />V.C. <br />+100% <br />- <br />I2° R:C.P <br />at 0. O% <br />0 <br />D <br />f <br />b <br />M 00 <br />� <br />M <br />(0 <br />00 <br />CD <br />OD 00 <br />OD <br />aoj0O <br />100 <br />OD <br />CD L* <br />BASE _ 170.00 <br />0 +50 <br />10 +0 <br />+50 <br />0 <br />