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a <br />Y <br />0 <br />1 <br />2 3 4 <br />5 <br />® ® ®i <br />280 SUMMER ST., <br />10TH FLOOR <br />BOSTON, NIA 02210 <br />(617) 695 -3400 <br />g <br />d <br />(617) 695 - 3:310 <br />8" <br />MASSACHUSETTS AVE. - RT. 4 & 225 <br />(PUBLIC WAY) 1888 COUNTY LAYOUT <br />CONNECT TO EXISTING 1 �" <br />Cl <br />WATER MAIN WITH NEW 12" <br />\ 45' BEND <br />CUT AND CAP EXISTING <br />W <br />WATER MAIN TYP <br />o, r <br />O <br />Z <br />NEW 12" GATE VALVE <br />SEE SHEET C -10 <br />uj :D <br />Uj m <br />G . <br />°rcV qo �� \� \r <br />(j fR <br />1-%N C� /F RC <br />Lli <br />w �� � F- W <br />G <br />� <br />Gr0 N <br />8 \ <br />LL <C D 0 0 <br />- u \\ <br />REMOVED EXISTING HYDRANT SErrs <br />LP <br />LL <br />® U7 U W a- <br />�C <br />\ <br />\ \ <br />r S7 ��1 \\ <br />A D <br />z <br />D <br />C> � <br />c\\ <br />#7145 �AS�0�365� <br />CND <br />o„w\\✓ <br />12 45' BE \ornr \D\ \\ \G <br />\fir D <br />r / <br />rr ( WATER SERVICE INSTALLED OVER <br />\\ o ICyAEE NIP TELEPHONE DUCTS 3 DEEP &INSULATED ��, \ <br />/ T <br />2 6S6 M4OONEyAIv #113gAPAS %Zl. <br />Ao C\S A <br />11C gBA1v, A SET rs � <br />I- <br />a' <br />Y, <br />SEAL <br />-34 <br />J A\ \ BUS P A <br />TOP — #1133 ASSCUS TTS <br />NEY <br />K H A' E. <br />AN C 63g E F3 oPG3g; JOHN W. FREY AND LMA U <br />E. r E' Y o <br />\ K 107 S PG 90 j° <br />3 <br />T a <br />w _ <br />KEY PLAN <br />3 <br />12 "X6" ANCHOR TEE <br />\ \ o7r�r °\ c\ �� »` QDVe z�« = U - <br />6" DI DI WATER MAIN <br />\ A T .✓ my O STONE WALL <br />.s pk4 <br />T --J <br />n <br />6 GATE VALVE <br />HYDRANT <br />\\ 19.8T_ <br />\ 2a� \ ° ca �Sg� �i, w % c — <br />\ R° 209.40' <br />SCALE <br />1"=20' - <br />NEW SMH. SEE SHEET <br />\yq ® \ r �\ <br />T �---- I? r T T T /- -/�T \ T -r T T r -- r <br />\ %/ __ <br />12 "�(CI) A ,8ANDO w —w�- � <br />T �T T G \ _w_ / r/ W 2' <br />\ \ \ \D ,\ 4g �1� w s- t z - \- Rau i 12 "D1 / i <br />C -10 i \ - -w— A - -° —� <br />_ <br />SMH \18.5 <br />2 4a' <br />_ �_ ----� <br />NEW 12"x8" WITH 47 12'0 <br />R- 209.18' <br />APN (2) 12" GATE VALVES r / <br />31,64 AND (1) 8 GATE VALVE ° J SMH s — s <br />24.5 <br />dll <br />DR r%/ N N/F 6,3 3 1 R= 210.49'_ ----'— s � <br />CI CC S & II <br />O O jN <br />AR> AND lrE MAS SEE SHEET C -10 FOR NEW <br />ceRT I �D <br />NoMuse\Nlc SEWER PLAN AND PROFILE c� 2,op8' <br />5 1NC J � err. coNC. vyaLK � 0 <br />BK is�2c�c <br />® <br />D� NEW 8'� 45' BEND \c <br />3 <br />U <br />ce <br />0 R= 209.27" <br />R' sue/ / <br />Wso <br />12" 45' BEND <br />J3 <br />(11' FROM 12" GATE VALVE) <br />No. <br />DATE <br />BY <br />Description <br />REVISIONS <br />17,30 MD '3 40 <br />Ve C// \Errs <br />A�CSTO�u N/F <br />DESIGNED BY TR /KP <br />#1132 M IV 30,3 �R r EIQISC�UutopOU I <br />1 <br />DRAWN BY KP /KS <br />X991 PC 241 tos <br />i C ASE C/10 91 <br />N1AN,SN�N/ <br />CHECKED BY PC <br />NO TES: <br />\Q� o <br />DATE FEBRUARY 2016 <br />_ <br />� QK Q1, AND YAN <br />/ /� / 2,43j PG <br />TITLE IVI�` �ry n OJ �+ <br />AVE <br />1. REMOVED EXISTING WATER SERVICES AND REPLACED WITH <br />NEW 1 "COPPER FROM NEW WATER MAIN TO PROPERTY <br />3g2 <br />/os <br />�F <br />MAIN <br />WATER MAIN <br />LINE INPLUDING: <br />/ <br />A' <br />I" CORPORATION STOP <br />PLAN - <br />1" CURB STOP <br />1„ UN101 <br />S1rA 51+50 <br />2. ALL VA VES AND FITTINGS PROVIDED WITH RESTRAINED <br />T� <br />TO ISTA 46 +00 <br />MECHANICAL JOINTS. <br />PLAN P L./'11 V <br />PROJECT NO. 50075205 <br />SCALE: I"=20' <br />0 20 50 80 <br />t;.j <br />SCALE: 1" = 20' <br />SHEET NO. 3 OF 32 <br />I[ I <br />a <br />wa� 44�71 <br />0 <br />