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y <br />Ld <br />EARL <br />EXIST. PAVED. ROADWAY - <br />J <br />W <br />LL <br />Q <br />C <br />END OF PROPOSED <br />ROADWAY IMPROVEMENTS <br />a <br />PRIVATE - 50'WIDE I <br />(ADJUST AS REQUIRED) <br />EXIST. S.M.H. <br />N RIM= 18 .9.20 <br />8 "INV. 0N)= 182.05 <br />18° I NV. (OUT) _ 169.50 <br />1 -EXIST. DIR.T,ROADWAY <br />188 1 186 <br />PROP. 24' WIDE/ BIT. CONC. I ROAD — <br />t• _ l <br />EXIST. S.M.H. m. <br />(24' WIDE) <br />W <br />p I <br />BERM <br />3 i <br />8" A, C. <br />i <br />S <br />p r25 <br />I +O. 6 ° C. <br />I <br />W <br />i I <br />BERM fU.P. <br />W <br />I79, <br />1- <br />m <br />Q <br />END OF EXIST. PAVEMEN <br />w <br />STA.- 1 -77 <br />a. <br />Bedford MA <br />J <br />W <br />LL <br />Q <br />C <br />END OF PROPOSED <br />ROADWAY IMPROVEMENTS <br />a <br />PRIVATE - 50'WIDE I <br />(ADJUST AS REQUIRED) <br />EXIST. S.M.H. <br />N RIM= 18 .9.20 <br />8 "INV. 0N)= 182.05 <br />18° I NV. (OUT) _ 169.50 <br />1 -EXIST. DIR.T,ROADWAY <br />188 1 186 <br />PROP. 24' WIDE/ BIT. CONC. I ROAD — <br />t• _ l <br />EXIST. S.M.H. m. <br />NO. DATE <br />x <br />RIM= 183.93 a w <br />> <br />J <br />IN V. =169.03 >_ <br />PLAN BOOK 72 PLAN 13 <br />3. <br />PLAN AND PROFILE <br />OF <br />A SECTION OF <br />° <br />IN <br />- <br />0 <br />�- <br />I <br />m <br />I <br />m <br />ems( I <br />188 I.P. I1Q \.P. (. I..P) IE <br />LEV. HYD. 91.18 PROPOSED EHS <br />RESIDENCE <br />LOT 35 LOTS LOTS <br />33 81 34 31 8132 <br />N/F <br />NEALE <br />PLAN <br />SCALE: I° =40' <br />T hL1 I 1 l^.I <br />LOT 30 <br />HYD. / <br />12 <br />I <br />III- <br />w <br />W <br />Y ! <br />--�� U.P. <br />4/5 <br />mm <br />� III <br />a <br />I -0 +50 +77 2 +0 +25 +58 +77 3 +0 +27 +50 +75 4 +0 +27 +50 <br />-+-75 BASE =160 +7750 +10 +25 <br />PROFILE <br />SCALE: HOR. I° =40' <br />VERT. I " =4' <br />5 +0, +50 <br />C3;ze7 <br />EXIST. S.M.H. LOCATION FROM <br />PLAN AND PROFILE BY THE <br />TOWN OF LEXINGTON. <br />4" LOAM E1 SEED <br />50' <br />0° CAPE <br />_ COD <br />3/8 IN Fl P <br />SUITABLE SUBBASE <br />STREET SECTION <br />N.T.S. <br />1wom <br />MEET EXIST. <br />GRADE <br />I I/2 FINISH COURSE <br />I1 /p'13INDER COURSE <br />NOTES <br />ALL UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE <br />RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND <br />ARE APPROXIMATE ONLY. BEFORE CONSTRUCTION CALL °DIG SAFE" <br />1- 800 -322- 4844. <br />ALL ELEVATIONS REFER TO TOWN OF LEXINGTON, MASS DATUM. <br />ALL SHOULDER AREAS TO BE LOAMED AND SEEDED EXCEPT FOR <br />THOSE AREAS DIRECTLY OPPOSITE 'DRIVEWAYS. <br />ALL EXISTING TREES AREA TO BE PROTECTED DURING RECONSTRUCTION. <br />LEGEND <br />A.C. <br />C. 1. <br />HYD. <br />1. P. <br />OHW <br />SMH <br />U.P. <br />—S— <br />PROFILE —W'- <br />B.O.B. <br />ASBESTOS CEMENT PIPE <br />CAST IRON PIPE <br />HYDRANT <br />IRON PIPE <br />OVERHEAD WIRE <br />SEWER MANHOLE <br />UTILITY POLE <br />SEWER LINE <br />WATER LINE <br />BOLT ON BONNET <br />REVISIONS: <br />NO. DATE <br />1 12 -2 -85 BIT. CONIC, ROAD FD. 1). <br />2 1:2 -11 -85 ADD SERVICES & DRIVE 1 <br />REFERENCES: <br />MIDDLESEX COUNTY REGISTRY <br />OF DEEDS - SOUTH DISTRICT <br />PLAN BOOK 72 PLAN 13 <br />PROJECT TITLE: <br />PLAN AND PROFILE <br />OF <br />A SECTION OF <br />EARL ST. <br />IN <br />LEXINGTON,MASS. <br />( MIDDLESEX COUNTY) <br />PREPARED FOR <br />WILLIAM HERRING <br />The BSC C roue <br />BSC- Bedford <br />18 North Road <br />Bedford MA <br />01730 <br />617 275 7979` <br />CiYti <br />41 f 31551 ` <br />lU X25%$5 <br />n 4 1 <br />SCALE: VO R I <br />"4' <br />T I <br />0 20 40 80 FEET <br />DATE: OCT. 23, 1985 <br />COMP /DESIGN: J.L. NOONAN< <br />CHECK: FD.DIPIETRO <br />;DRAWN: Pi. COUGHLIN <br />FIELD: J. P. STEERE <br />FILE NO: FLAT <br />DWG. NO 1314.00 <br />SHEET <br />I OF I <br />JOBNO:7- 2208.(Y0 <br />. 3 f If <br />