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NOTES <br />1.) "IN ACCORDANCE WITH A COVENANT DATED MAY 10.1989 AND RECORDED HEREWITH." <br />2.) "1N ACCORDANCE WITH ACERTIFICATE OF ACTION, DATED_ JAN, 12, 1989 AND RECORDED <br />, <br />HEREWITH. 11 <br />3) IN ACCORDANCE WITH A SPECIAL PERMIT DATED FEB. 2,1989, AND RECORDED HEREWITH. It <br />APPROVED BY <br />LEXINGTON i :9A'1 <br />91TE <br />A <br />TE <br />I, CLERK OF THE TOWN OF LEXINGTON, MASS., <br />HEREBY CERTIFY THAT THE NOTICE OF APPROVAL <br />OF THIS PLAN BY THE LEXINGTON PLANNING BOARD <br />HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE <br />AND NO APPEAL WAS RECEIVED DURING THE TWENTY <br />DAYS NEXT AFTER SUCH RECEIPT AND RECORDING <br />OF SAID NOTICE, <br />DATE TOWN CLERK <br />EXIST. <br />I = 272.05 <br />CONVERT EXIST DMH TO GB <br />WITH NEW FRAME AND GRATE __� <br />BEGIN VERTICAL GRANT <br />CURB <br />CONVERT CB <br />TO DMH <br />FOR DETAILS OF <br />RECONSTRUCTION <br />AT HILL STREET <br />SEE PROPOSED CONDITIONS <br />12" T S. & 8 ' G.V. <br />CONVERT EXIST STRUCTURE <br />TO CB IF FOUND <br />310 <br />300 <br />290 <br />• <br />TO MATCH EXISTING <br />WATER <br />270 <br />rn <br />X <br />m. <br />o <br />D <br />Z <br />� N <br />. <br />p O <br />Il <br />1= 277.00(12"IN) <br />I =273- 32(6' IN) <br />= 272,82 (12" OUT <br />RCP <br />CBI_Y 1 \ i <br />smi <br />MH <br />y <br />N 0 <br />rrl <br />(� 1Lu <br />OUTLETS VARY -SEE DRAIN <br />CALCULATIONS <br />(2) 10 Wx6 <br />49 <br />• �9u <br />SEWER a <br />S—PROP RIP-RAP CLEAN UP <br />CONVERT CB TO DMH <br />BEGIN VERTICAL GRANITE CURB <br />O O <br />ZZZO rnL0 <br />0000 0001`r <br />N ONN (y) to NNN <br />- i-: P-: 6 11 II 11 <br />M NNNNN <br />U u " It It It <br />Z �- --- ca <br />� V m <br />X = <br />W U <br />UU <br />M <br />to <br />g O+ O <br />O <br />zo EXIST. CL <br />00 <br />O? O d <br />N N N <br />If u <br />w__ <br />x <br />f 7 °t° <br />3(00 <br />1 <br />C <br />6 S <br />UNIT 2 <br />UNIT I <br />Ego <br />�G <br />16= 12 "RCP R =5' <br />S =0.04 ` /p' <br />UNIT 3 <br />R =308.0 <br />! = 300.88 <br />N � <br />N SM 8 $-1) <br />R =30l. <br />6 <br />294.90 <br />6 <br />B"PVC END OF <br />SEWER VGC <br />SMH <br />END 7 <br />GC m° <br />J <br />N <br />N N <br />END ST <br />7i a H D. <br />GV. UNIT 5 <br />CBB� C LI /8 BEND <br />VG <br />i;'�32 24 -12 °RCP <br />`I/8 BEND S =0.027 <br />EM <br />PLAII <br />SCALE. I"=40' <br />??o <br />�po0) P_ <br />N O)OO to <br />07 00 OD 00 <br />N NNN <br />It unit <br />x___ <br />1 <br />2 <br />1051 VC <br />15 R =3000 <br />I = 293.30 <br />8"PVC <br />-EDGE <br />lI %2' C( <br />UNIT 6 <br />UNIT 7 <br />i <br />i I <br />It i <br />th— I <br />S 1 <br />U) <br />+ �v <br />— S,oaS <br />I <br />— <br />w <br />�oti <br />K= 15 <br />-no' <br />a) <br />�/ <br />/ <br />(d OD <br />+ <br />0 <br />/ <br />tc 0)00 to NN <br />N <br />N <br />t/7 <br />,/ <br />+ If it <br />N dY- <br />EXIST <br />LEFT <br />^� <br />��.I— EXIa,T RIGHT <br />ao <br />ODO <br />N <br />CIJ <br />ODOi9 <br />00 <br />NNc <br />p�O <br />// c15O 0 <br />cli of <br />g <br />// <br />�cm <br />n <br />000 OD <br />N I N <br />N�NN <br />� LI <br />UNN00) <br />/ <br />M 11 <br />� I1 <br />K) 11 It If <br />I+la -- <br />u~i <br />N <br />� <br />PROPOSED CL <br />CD <br />N t9 <br />LO <br />a OD r <br />U. <br />00'x' <br />I °�° <br />1 <br />� N <br />NL. <br />I �1 <br />±I <br />// N, <br />/ wN <br />x�O <br />i <br />i I <br />It i <br />th— I <br />S 1 <br />U) <br />+ �v <br />— S,oaS <br />I <br />In] <br />— <br />I <br />�U) <br />-no' <br />a) <br />y o� <br />+ <br />0 <br />N <br />Flo <br />N <br />N <br />t/7 <br />44G <br />Q <br />15 <br />g <br />u~i <br />0 <br />> <br />00 <br />Oi <br />G <br />N 00 <br />m <br />4v <br />® <br />_ <br />N <br />O <br />O CO <br />pp <br />OD <br />N OD <br />DO OD <br />rf) <br />c0 <br />O <br />0) <br />n <br />co 0) <br />c0 <br />DO � <br />ti <br />� <br />� <br />— <br />0) <br />0000 <br />N <br />N <br />N <br />N N <br />N <br />N <br />N N <br />N N <br />N <br />N <br />N <br />0 +00 <br />+19 +50 <br />+75 1 +00 <br />+25 +50 +75 <br />2 +00 <br />I- <br />w <br />w <br />PROFILE <br />J <br />= <br />SCALE: I "= 40' HOR. <br />I" = 4' VERT. <br />In] <br />mol# <Zyi <br />UNIT 4 <br />NOTE: <br />SEE SHEET 4 OF II FOR NOTES AND LEGEND <br />VGC -VERTICAL GRANITE CURB. <br />SS -6" PVC SEWER SE_R_V_ICE <br />=RVICE (UNLESS OTHERWISE NOTED) <br />DETAIL <br />N.T.S. , <br />SHEET 3 OF II SHEETS <br />DWG. NO. 1468.24 JOB N0. 7.2676.00 <br />REVISED 5/11/89 REVISED 5/16/89 <br />WATER DETAIL, SERVICE WATER DETAIL <br />GATES , BLOWOFF <br />REVISED 2/21/89 REVISED 12/14/88 REVISED 5/5/89 <br />WATER SERVICE UNITS 6817 RELOCATED UTILITIES <br />RELOCATED. MANHOLE HYDRANT RELOCATED <br />ADJUSTED s BLOW OFF REVISED 11 /17/88 <br />REMOVED, BOX CULVERT REPLACE SLOPED GRANITE CURB WITH <br />VERTICAL GRANITE CURSING <br />(MIDDLESEX i <br />SHOWN PREPARED FOR: COLWELL/ BROWN <br />SCALE: AS OCTOBER7,11988 <br />THE BSC GROUP-BEDFORD INQ <br />LAND <br />NORTH 't'• BEDFORD, MASS. <br />SUBD <br />— <br />w <br />�U) <br />a) <br />0) <br />O <br />0 <br />N <br />Flo <br />N <br />N <br />t/7 <br />mol# <Zyi <br />UNIT 4 <br />NOTE: <br />SEE SHEET 4 OF II FOR NOTES AND LEGEND <br />VGC -VERTICAL GRANITE CURB. <br />SS -6" PVC SEWER SE_R_V_ICE <br />=RVICE (UNLESS OTHERWISE NOTED) <br />DETAIL <br />N.T.S. , <br />SHEET 3 OF II SHEETS <br />DWG. NO. 1468.24 JOB N0. 7.2676.00 <br />REVISED 5/11/89 REVISED 5/16/89 <br />WATER DETAIL, SERVICE WATER DETAIL <br />GATES , BLOWOFF <br />REVISED 2/21/89 REVISED 12/14/88 REVISED 5/5/89 <br />WATER SERVICE UNITS 6817 RELOCATED UTILITIES <br />RELOCATED. MANHOLE HYDRANT RELOCATED <br />ADJUSTED s BLOW OFF REVISED 11 /17/88 <br />REMOVED, BOX CULVERT REPLACE SLOPED GRANITE CURB WITH <br />VERTICAL GRANITE CURSING <br />(MIDDLESEX i <br />SHOWN PREPARED FOR: COLWELL/ BROWN <br />SCALE: AS OCTOBER7,11988 <br />THE BSC GROUP-BEDFORD INQ <br />LAND <br />NORTH 't'• BEDFORD, MASS. <br />SUBD <br />