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0 <br />M <br />P <br />0 <br />LOT 7 <br />LOT 6 <br />LOT 5 �C, gas c� r <br />•�O9 ' /.INV.c lacoo Vol s INV.- 183.00 0) <br />432°- 31'- 30 °E-° 157.65' .� <br />' h5 C.8;T 28 GRPN,C M�-INV,= 184.30 <br />SEAS EMERSON 8..W 6's ' 8'W y . N 95 <br />LOT 8 <br />GRAN, SMM ITDG M TCTURt pOA® ACCORDING TO 1 <br />01 BARRIERS CODE. CUR8B. GRPN <br />C 30 C.B. #29 # <br />c <br />Z 5 WIDE BIT. CONC. SI WA K' <br />N 32 °- 3I' -30' W 123.81' e <br />♦ 01? , Q6h . , 31 J, oAr1� <br />OD <br />q` tip J� <br />In <br />LOT 4 ^ I mss. LOT 9 <br />ti <br />PLAN <br />w <br />SCALE : 1 "_40' _ ui <br />Y) <br />w <br />w <br />_ IOO'V.C. IOO'V. C. <br />DD N <br />OD RAT $ ,,r�� <br />z LT.� <br />W <br />im 00'L026 o/O CL S 1 0 AC S =. <br />1 <br />�' <br />R1 1 00 Q, � <br />OD 7 OD N Q 00 ry <br />C7 fY.�> I g. <br />Z' it W I> 2y W <br />06 cr C4 = DD W. �aZ Fr = Ia <br />Wyk} Cj V.I , 2 Im (r ® p <br />oaV > N ®I W <br />n > a f.-: b m <br />OD <br />N + co �0 <br />OD OD LO 0 BASE-170-00 - 4 <br />0 -5T 0 +0-' 1 +0 2 +0, 340 <br />PROFILE <br />SCALE : HOR, 1 11 _40' <br />V ERT. In--4' <br />V, <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 NOTICqqE. )-�p�/�a((. <br />DATE TOWN CLERK <br />NOTE: FOR NOTES 8 LEGEND SEE SHEET 7 OF 12 <br />a' <br />— 50' <br />/ 10' 30' ) <br />W W <br />�t <br />ow 3 �31 w p <br />N <br />022- $� Y¢1'Oa �z - w3 <br />\ III W�Z F ¢ Z1 to Q <br />'-+ 3, o w CURB. INLET SET ELL wl& <br />MAX, SLOPE 'e"PER I'SLOPE —7�o lic_ 8A, K FROM GUTTER w O � �,. <br />LOAM __ _ _ 12 u O p <br />2 �'7 - - -p- _ 3/8. PER C SLOPE <br />JJ 1%�2 •'BIT SURF <br />c Y< 4 ° LOAM ®SEED: BRIC %AS. ACE 6' <br />o — / 12�GRAYE L. �' NEEDED i� Bit BINDER <br />�m 2:. Y -- <br />�o <br />u ' <br />j Nm Z W <br />F I O <br />U v p <br />o w <br />1 7 PRECAST CONC. � VARIES - SEE 8 "WATER <br />I= O R BRICK o P.W.D. SPECS MAIN <br />PRECAST CONC. BLOC% 8 .III, yH ry <br />I' 5' -0 <br />BRICK INVERT <br />DRAIN CATCH BASIN 1,.4 "TO 9t0'DEEP <br />i 6" BELOW 9'-0" <br />SEWER MANHOLE <br />TYPICAL CROSS SECTION AND DETAILS <br />FOR STREET CONSTRUCTION <br />NOT TO SCALE <br />A <br />�\/ BOTTOM OF <br />615 ^Iei79 50 CLEANED DITCH <br />_ \ n <br />6" CONCRETE TABLE ` <br />COMPACTED GRAVEL <br />A <br />MULBERRY ROAD — DRAINAGE STRUCTURE <br />NOT T0. SCALE <br />r <br />EXISTING GRADE <br />�3 <br />2 <br />�1 <br />6 °T0 18° <br />LOAM 19 SEED LOAM a SEED <br />6 "COARSE GRAVEL (BOTTOM) <br />TYPICAL DITCH IMPROVEMENT <br />DETAIL <br />NOT TO SCALE <br />—" 10, —� WIDTH TO STANDARDS <br />SET BY TOWN <br />W <br />2-1'/2 "COURSES BIT. CONC. <br />K <br />2 N <br />w 3/8,r PER I'WI TH. NATURAL DRAINAG I <br />f LL <br />5r O <br />---- =j Y 3rr STONE DUST BASE <br />�" MI N. SID PE y _v ,a., a .e z .. <br />_PP�/qEER, I 2­81T CONC. WEARING SURFACE <br />/`4 "LOAM BSIFF 6" GRAVEL FOUNDATION REMOVE ANY <br />UNSUITABLE MATERIAL <br />�. 5' WIDE <br />1 I. 6" GRAVEL SUB -BASE <br />PEDESTRIAN a BICYCLE PATH DETAIL <br />NOT TO SCALE <br />k � <br />178.5 <br />178:00 12 <br />a <br />SECTION A -A <br />N0.,,10 GAUGE <br />3 MESH <br />v <br />TOP OF BE <br />3 ABOVE IP <br />STRAW BAI <br />SILTATION CONTROL <br />CHECK DAM <br />NOT TO SCALE <br />EXIST 18° PIPES <br />tit VV. • NUV Ir# I919 <br />RIDGE ES!AT 5 IT <br />Kerrie <br />LEXINGTON, MASS. <br />Rea I t y <br />PLAN 81 PROFILE, <br />Trust <br />EAST EMERSON RD. (Profile C) � <br />a DETAI L <br />i, 4 <br />µ D <br />.- DWA mil! <br />SCALE = AS SHOWN <br />JOSEPH W. MOORE CO. <br />?:rearEC HNIE <br />�nDreuTO of 1 <br />4 <br />LAND SURVEYORS CIVIL ENGINEERS <br />e <br />16 RAILROAD AVE. BEDFORD, MASS. <br />OCT. 10,1979 SHEEN' 8 OF 12 <br />SUBDIVISIOIN <br />