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U, <br />LOT 42 �� 7� �m �� _ LOT 2 0 <br />LOT 43 <br />�q 9j4! m_° yQ4 4Py 5 /sSws LOT 3 <br />ET. <br />SE as, s. ` LOT 1 �b ? <br />A I <br />T cA.T.V <br />iz D E Ha O� Z I Lia� as <br />rrl <br />ii <br />� <br />� D .�s �g � i a "s-___ s , ws: <br />x$95 t� o• f 91 g5 —� \ <br />c ATV <br />e <br />u <br />fit" • Q- � "o• <br />� <br />a / PARCEL Y — /��" %/ w� o� �8s� a�a� LOT 4 <br />0 <br />LOT 41 S,5 .5 ti ay / a p� 9�r 6, ?Sk �al? ANN. mss\ <br />o LOT 44 <br />/85 <br />T <br />LOT 10 <br /><F, € 9x53" ws A8 . ° �p .D <br />Cs:o.K LOT 45 ,t �5'� ,. �. . DOH S.s KT <br />EMT ° ,- G� FT o °y i 07 1D LOT 11 <br />D 2 <br />.G' k <br />LOT 9 <br />OT <br />L 5 <br />� '8t <br />f2L 16 g� <br />� <br />02 . <br />\ <br />rs s t82.2t T, iet 9e h <br />8� z 8 a �' t) 1 <br />LOT' 40 ' 8 egos �? 5 [--SEWER DRAIN <br />j �r' 8� 8 i35 3 $7x63 °�. fb` C.B. fdao9 I cg.D.y <br />fI EASEMENT <br />/�RAtN �z s 1s2s6 ee.vt f <br />o z� a 1s7,8z LOT 12 ! � <br />EASEMENT - ca.D.0 "i >,zs.r°o Dw,` a.s. ws s5 s� Tyk ( j ffi�o �y e c.8, y <br />- <br />ss•� DW\� LOT 6 <br />LOT 15 LOT 13 "'s• <br />LOT 14 I <br />LOT 8 <br />S M, H, o 00 <br />Rem 13,7,0& <br />Irw 180 25 <br />o, o <br />0 +00 <br />p�P E <br />G <br />� 1r <br /><S 811IL T UPDATE CONSISTS OF THE FOLLOWING' <br />NOTE.' <br />WATER LINE DEPTH AS SHOWN IS INTERPOLATED <br />1) <br />FINISH CENTERLINE GRADES. <br />BETWEEN KNOWN POINTS AT GATES BASED ON <br />2) <br />FINISH GUTTERLINE GRAOES ON LEFT AND RIGHT. <br />AN ASSUMED 5 FOOT COVER. <br />3) <br />BACK EDGE OF SIDEWALK GRADES. <br />4) <br />RIM ELEVATIONS OF SEWER AND DRAIN MANHOLES. <br />5) <br />THE COMPLETION OF SIDEWALK. <br />THE AS BOIL T UPDATE IS FROM STATION 0*00 TO 15175. <br />1; I I I <br />c.. <br />e <br />r l rJ <br />JL -J L <br />1Nd =1848 S.MAA. 1D -75 <br />41 80r lZO <br />5 :p..0015 8° 50 ��.�ja1 �A "tobh7 Jn <br />�� <br />z <br />a . Ra p <br />�� 6 a 41 ,Igo ��1 e�t� ��� tt�h.t3 �os�� RIDE ESTATES" .II <br />{y��a$��'D ¢�a° 7� gas � <br />\°2. �i� qpa 9 2. y.. 1$ ' Kl� <br />V � 1 � f� � �, .1� �� , �o o ,,�g LEXINGTOJV, MASS'. <br />�:, p e 4 < 9¢; ;.'js( p(P ��23 ��� g $sip �.�� 'i�D <br />0 1 d <br />a g' t�1�Qo� ? k 4s� i$1 qD S. i 5 c 88 .� <br />a� ������R, °,,a� •N� "� �$ 1{ A.S BUIL T PLAN S PROFILE <br />j t i -� D2. �8 _ �1 ACS ,,,t '� � \a 4� �1 �N ��� �'"•, <br />N �� s $0 t`e�� e� 5 EAST EMERSON ROAD <br />N m N ti ` �� h �\N h m � o STATION 0f00 TO STATION 11100 Lo <br />N a 03 r r co (o v, to in co cfl cfl N r` ai oa SCAL ES.- 1 " = 40 ' HOR. LJUL Y 27, 1388 <br />03 OD 00 00 w 00 oo co 03 oa ca m 00 co m 1" = 4 " VERT. &PP'o —E SEA <br />SSE /700 OGT /2, / 989 <br />1 +00 2 +00 3+00 4-+00 5 +00 6 +00 7+00 8 +00 9 +00 10 Od r" G H4:YES ENGINEERING INC. 603 SALEM STREET <br />CIVIL ENGINEERS 6 MAKEFIELD, MASS. 01880 ST/L ✓�V� LAND SURVEYORS TEL: (617) 246 -2800 <br />s� <br />(� <br />G SUBDIVISION', <br />LOT 7 <br />