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HomeMy WebLinkAboutRS-708A�i �1 i t �.l : LI �� 2" PC200 PVC PRESSURE PROP. 2" PC200 PVC �— NV =ss�9c Pins =175.11 SEWER _ PRESSURE SEWER I � f �I�lrf TOP cu> VERT =171.94 !N 172.71 �E +{?0 � n +0 °— — i NV= 172.1E __ — c 0— ( — 8 -� -� -- _ �, -c ------- -- -- -L N�._el:� 4 +00 7 +p0 - - - -- — s c_a 5 +00 _ �tt A �-_-�' 2 " f mecca RiL ,s 1 TBM 6 0 � +00 PROP. 8 D.I.C.L. unK72 WATER MAIN ENV =168. TOP CULVERT =111. )U - `03-1? #71 ENV t728G o 8" D.LC.L' TEMPORARY �/, 8 D.LC.L. INSULATED WATER MAIN OVER EXISTING ;/ WATER MAIN BLOW —OFF /SAMPLE LINE. 48 "CORRUGATED METAL CULVERT. WORK INCLUDES (1" TAPPING SADDLE AND t 4 -8" D.LC.L. 22 Y2" BENDS WITH RESTRAINED CORP.; COPPER TUBING; 1 CIO MECHANICAL JOINTS (SEE WATER MAIN CULVERT BENCHMARK -TBM 6 CURB STOP) (TYP.) (TO BE o CROSSING DETAIL.) REMOVED AS DIRECTED BY CHISELED SQUARE IN WINGWALL THE ENGINEER) ELEVATION = 174.34 / 8 GATE VALVE i AND BOX �� ` _ °—•— _ '/ � / �� 100' BUFFER Z ONE REMOVED AND DISPOSED OF EXISTING TEE AND CAP. EDGE OF RESERVOIR CONNECTED TO EXISTING 8" WATER MAIN. — EDGE OF BORDERING VEG. WETLAND (B.V.W.) r r� j LO C I Y OF r.AMERIDGLE- R=_S RVOHIi 1 CN f � W � j r L� 0 W N ' Q j IAA j w m a M 6 g N a 0 r 5 5 m a Nut M N J m S 71 SHEETS 0 Z BASE SURVEY INFORMATION TAKEN FROM <r.�' € EXISTING CONDITIONS PLAN, LINCOLN STREET j a AND WESTON STREET, LEXINGTON, MA; M JULY 8, 2000, TOWN OF LEXINGTON ENGINEERING DIVISION m in 0+ EC METER E!xc pox F 7 TBM 5 c1 co PLAN SCALE: 1"=40' BENCHMARK— TBM 5 FRONT BONNET NUT ON HYDRANT i ELEVATION = 182.71 l 2" PC200 PVC PRES13URE SEWER STONE WALL v � COUPLING (TYP.) 2+00 60 5 1 �sz 1 12 " BALL VALVE Al' BOX (TYP.) 1)/ CHECK VALVE NSE 404 j 1 NSE t4 ' 1Y2" PC20 PVC / P.S. SERVICE STUB, PLUGGED (TYP.) P 1Y BALL VALVE AND BOX \ (SERVICE TO TERM! ATE AT STREET LINE.) L �\" P-4— << v3�\ 61 L '" ST RcET BENCHMARK —TBM 4 RIGHT FRONT BONNET NUT ON HYDRANT ELEVATION = 208.21 1 19/17/011 JR I AS BUILT N0. I DATE BY DESCRIPTION REVISIONS NSE# 397 1 THRUST BLOCK 1 (TYP.) ZEET ;? 9 +00 - - u +Nay =197.e0 is �_0 _..� .��, t < p\ %j l r o il �ri %!! auP #41162 / 91 u t O� 1 M=203.82 V=187-78 S �R• p�- ��� 1 .ro-� 0 u � v� SEE Ve � fNV !N =l c !NV .... 1737.36 9 W=203.23 / W/=201.13 U #1 i2/ \ �j ' - 50000 1 I! &�T 2/2 F A z � s„ V ` c 1 AI- - SEE GENERAL NOTE 7 142" PC200 PVC PRESSURE SEWER � !tr;� -1941e �--- •nv tsa- 1a9.90 iNV OUT= 189.65 FLUSHING CONNECTION 2" BALL VALVE! AND BOX t 03- J 1 J TOWN OF LEXINGTON, MASSACHUSETTS E N G INEERI NG D E P ARTM ENT SEWER & WATER MAIN CONSTRUC LINCOLN STREET STA. 0 + 00 TO STA. 9 +1 WESTON STREET STA. 0 +00 TO STA. 1 +33 TUTELA ENGINEERING ASSOCIATE ENGINEERS • PLANNERS ARCHITE WILMINGTON, MA PROVIDE INC. Nut e r 71 SHEETS <r.�'