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�i <br />�1 <br />i <br />t <br />�.l <br />: <br />LI <br />�� 2" PC200 PVC PRESSURE <br />PROP. 2" PC200 PVC �— NV =ss�9c Pins =175.11 SEWER _ <br />PRESSURE SEWER I � f �I�lrf TOP cu> VERT =171.94 !N 172.71 <br />�E <br />+{?0 � n +0 °— — i NV= 172.1E __ — c 0— ( — <br />8 <br />-� -� -- _ �, -c ------- -- -- -L N�._el:� 4 +00 <br />7 +p0 - - - -- — s c_a 5 +00 <br />_ �tt A �-_-�' <br />2 " f mecca RiL ,s 1 TBM 6 0 � +00 <br />PROP. 8 D.I.C.L. unK72 <br />WATER MAIN <br />ENV =168. <br />TOP CULVERT =111. )U - `03-1? #71 ENV t728G <br />o 8" D.LC.L' TEMPORARY <br />�/, <br />8 D.LC.L. INSULATED WATER MAIN OVER EXISTING ;/ WATER MAIN BLOW —OFF /SAMPLE LINE. <br />48 "CORRUGATED METAL CULVERT. WORK INCLUDES (1" TAPPING SADDLE AND <br />t 4 -8" D.LC.L. 22 Y2" BENDS WITH RESTRAINED CORP.; COPPER TUBING; 1 <br />CIO MECHANICAL JOINTS (SEE WATER MAIN CULVERT BENCHMARK -TBM 6 CURB STOP) (TYP.) (TO BE <br />o CROSSING DETAIL.) REMOVED AS DIRECTED BY <br />CHISELED SQUARE IN WINGWALL THE ENGINEER) <br />ELEVATION = 174.34 <br />/ 8 GATE VALVE <br />i AND BOX <br />�� ` _ °—•— _ '/ � / �� 100' <br />BUFFER Z <br />ONE <br />REMOVED AND DISPOSED OF <br />EXISTING TEE AND CAP. <br />EDGE OF RESERVOIR CONNECTED TO EXISTING 8" <br />WATER MAIN. — <br />EDGE OF BORDERING VEG. WETLAND (B.V.W.) <br />r r� <br />j LO <br />C I Y OF r.AMERIDGLE- R=_S RVOHIi <br />1 <br />CN <br />f � <br />W <br />� j r <br />L� <br />0 <br />W N ' <br />Q j <br />IAA j <br />w <br />m <br />a <br />M <br />6 <br />g <br />N <br />a <br />0 <br />r <br />5 <br />5 <br />m <br />a <br />Nut <br />M <br />N <br />J <br />m <br />S <br />71 SHEETS <br />0 <br />Z <br />BASE SURVEY INFORMATION TAKEN FROM <br /><r.�' <br />€ <br />EXISTING CONDITIONS PLAN, LINCOLN STREET <br />j <br />a <br />AND WESTON STREET, LEXINGTON, MA; <br />M <br />JULY 8, 2000, TOWN OF LEXINGTON <br />ENGINEERING DIVISION <br />m <br />in <br />0+ <br />EC METER <br />E!xc pox F 7 <br />TBM 5 <br />c1 <br />co <br />PLAN <br />SCALE: 1"=40' <br />BENCHMARK— TBM 5 <br />FRONT BONNET NUT ON HYDRANT <br />i <br />ELEVATION = 182.71 <br />l <br />2" PC200 PVC <br />PRES13URE SEWER <br />STONE WALL <br />v � <br />COUPLING (TYP.) <br />2+00 <br />60 5 1 <br />�sz 1 <br />12 " BALL VALVE Al' <br />BOX (TYP.) <br />1)/ CHECK VALVE <br />NSE 404 j 1 NSE t4 <br />' 1Y2" PC20 PVC <br />/ P.S. SERVICE STUB, <br />PLUGGED (TYP.) <br />P <br />1Y BALL VALVE <br />AND BOX \ <br />(SERVICE TO TERM! ATE <br />AT STREET LINE.) L <br />�\" <br />P-4— <br /><< v3�\ 61 <br />L '" <br />ST RcET <br />BENCHMARK —TBM 4 <br />RIGHT FRONT BONNET NUT <br />ON HYDRANT <br />ELEVATION = 208.21 <br />1 19/17/011 JR I AS BUILT <br />N0. I DATE BY DESCRIPTION <br />REVISIONS <br />NSE# 397 1 <br />THRUST BLOCK 1 <br />(TYP.) <br />ZEET ;? <br />9 +00 - - <br />u +Nay =197.e0 <br />is <br />�_0 _..� <br />.��, <br />t < <br />p\ <br />%j <br />l r <br />o il <br />�ri <br />%!! auP #41162 / <br />91 u <br />t <br />O� 1 <br />M=203.82 <br />V=187-78 <br />S <br />�R• <br />p�- ��� 1 <br />.ro-� <br />0 <br />u � v� SEE <br />Ve � <br />fNV !N =l c <br />!NV .... 1737.36 <br />9 <br />W=203.23 <br />/ <br />W/=201.13 <br />U #1 i2/ \ <br />�j ' - 50000 1 <br />I! <br />&�T <br />2/2 <br />F <br />A <br />z <br />� <br />s„ <br />V ` <br />c <br />1 <br />AI- <br />- SEE GENERAL NOTE 7 <br />142" PC200 PVC <br />PRESSURE SEWER <br />� !tr;� -1941e <br />�--- •nv tsa- 1a9.90 <br />iNV OUT= 189.65 <br />FLUSHING <br />CONNECTION <br />2" BALL VALVE! <br />AND BOX t <br />03- <br />J <br />1 <br />J <br />TOWN OF LEXINGTON, MASSACHUSETTS <br />E N G INEERI NG D E P ARTM ENT <br />SEWER & WATER MAIN CONSTRUC <br />LINCOLN STREET <br />STA. 0 + 00 TO STA. 9 +1 <br />WESTON STREET <br />STA. 0 +00 TO STA. 1 +33 <br />TUTELA ENGINEERING ASSOCIATE <br />ENGINEERS • PLANNERS ARCHITE <br />WILMINGTON, MA PROVIDE <br />INC. <br />Nut <br />e r <br />71 SHEETS <br /><r.�' <br />