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49{ 52' \I \ \\ <br />8" GATE VALVE !( !! 5I 1' 6b <br />\/ <br />43.2' i` k <br />i i 2.� °X/ 61.7' \ <br />/, it i <br />-- 43:7� � i� \ <br />54:69 1 <br />8 45' BEND (2) <br />''... 12 "1 REDUCER \\ r <br />DETAIL G <br />NOT TO SCALE <br />6" GAVALVE <br />of <br />B" GATE VALVE <br />8" 45' BEND <br />PENN <br />�a y9 <br />9N�Z <br />8 "x8 "x8" ANCHOR TEE 8 "x6" REDUCER <br />8 "x6' REDUCER <br />,POOR SOIL <br />CONDITIONS <br />6 "x4" REDUCER <br />6" GATE VALVE <br />8°x8" TEE <br />AT�VAL (3) <br />ROCdiVILLE AVE' <br />X <br />8" 45' BEND (2) <br />I _ -� <br />POOR SOIL CONDTfONS <br />t ° <br />'�-8" CLDI SLEEVE FOR GAS CONDUIT <br />ig <br />/ Exsixc \ <br />1 <br />\SEE DETAIL "G" <br />A \ <br />E,2,,.0 <br />I NV � Igo 35 <br />�IV,X <br />\e <br />}s <br />m� <br />�f <br />gOWh1AN ELEMENTARY SONOOL.. <br />POOR SOIL <br />ABANDON EXISTING 6" WATER MAIN IN GROUND (7 -FEET DEEP) <br />AND INSTALL 8" CLDI WATER MAIN. SCHOOL DRIVEWAY TO BE <br />PAVED FULL WIDTH. <br />PLAN— ROCKVILLE AVE. <br />SCALE I"= 40' <br />_o_Ili; <br />ea °% <br />09 <br />/ /1`S bsa <br />3 LF 8" CLDI PIPE -- <br />8 LF 8' CLDI PIPE /49 <br />/ !! <br />10 LF 8" CLDI PIPE 27.5' 26.7' <br />13 LF 8" CLDI PIPE ! ! <br />\ -:3• \ 5._ Z }_'f x\0`2' <br />88 <br />\\ \ \ 54.1 it <br />\ \ \ \ \ <br />\ \55.8 \ \ <br />\\ \\ 52\ \ \\ <br />DETAIL H 4,-- 8 "x6" REDUCER <br />NOT TO SCALE 8" GATE VALVE <br />ROCKVILLE AVE. , <br />8 "x8 "x6" ANCHOR TEE <br />RI 78 6" GATE VALVE ,,,, 8" 45*BEND <br />PoN 20]68 <br />:ry -. zc se HYDRANT lIJa <br />8 °OIJD SLE <br />Yf <br />HIM LOL41a <br />IN, z00s0 EXISTING PARKING AkEA <br />Ic - 2o0 6o SEE DETAIL "H" <br />INV 06 -0E <br />Y i <br />KVfLLE <br />RO <br />Xj <br />#11 <br />v <br />\ <br />IV "o <br />s <br />AVE. <br />r'910 <br />8°x8" TEE <br />AT�VAL (3) <br />ROCdiVILLE AVE' <br />X <br />8" 45' BEND (2) <br />I _ -� <br />POOR SOIL CONDTfONS <br />t ° <br />'�-8" CLDI SLEEVE FOR GAS CONDUIT <br />ig <br />/ Exsixc \ <br />1 <br />\SEE DETAIL "G" <br />A \ <br />E,2,,.0 <br />I NV � Igo 35 <br />�IV,X <br />\e <br />}s <br />m� <br />�f <br />gOWh1AN ELEMENTARY SONOOL.. <br />POOR SOIL <br />ABANDON EXISTING 6" WATER MAIN IN GROUND (7 -FEET DEEP) <br />AND INSTALL 8" CLDI WATER MAIN. SCHOOL DRIVEWAY TO BE <br />PAVED FULL WIDTH. <br />PLAN— ROCKVILLE AVE. <br />SCALE I"= 40' <br />_o_Ili; <br />ea °% <br />09 <br />/ /1`S bsa <br />3 LF 8" CLDI PIPE -- <br />8 LF 8' CLDI PIPE /49 <br />/ !! <br />10 LF 8" CLDI PIPE 27.5' 26.7' <br />13 LF 8" CLDI PIPE ! ! <br />\ -:3• \ 5._ Z }_'f x\0`2' <br />88 <br />\\ \ \ 54.1 it <br />\ \ \ \ \ <br />\ \55.8 \ \ <br />\\ \\ 52\ \ \\ <br />DETAIL H 4,-- 8 "x6" REDUCER <br />NOT TO SCALE 8" GATE VALVE <br />ROCKVILLE AVE. , <br />8 "x8 "x6" ANCHOR TEE <br />RI 78 6" GATE VALVE ,,,, 8" 45*BEND <br />PoN 20]68 <br />:ry -. zc se HYDRANT lIJa <br />8 °OIJD SLE <br />Yf <br />HIM LOL41a <br />IN, z00s0 EXISTING PARKING AkEA <br />Ic - 2o0 6o SEE DETAIL "H" <br />ti <br />If <br />If L <br />a I/ 121� RM <br />"IV llfi 5e <br />j <br />zc E <br />INV 06 -0E <br />N. - 206 Oti <br />KVfLLE <br />RO <br />Xj <br />#11 <br />AVE. <br />\ <br />IV "o <br />s <br />AVE. <br />r'910 <br />I <br />GS <br />u 43 <br />0 <br />207 93 <br />NI 10A .3 <br />c9 — <br />FI 2 4, <br />208 s <br />® <br />r_s,7 <br />\ <br />7?j <br />° r <br />\ <br />- <br />_Y <br />Y 1 <br />INb 0831 <br />8° <br />GATE�Af�YE <br />°'• <br />8" SOLD SLEEVE <br />ti <br />If <br />If L <br />a I/ 121� RM <br />"IV llfi 5e <br />j <br />zc E <br />$ e SOLID SLEEVE <br />�-8' A VALVE <br />LNc cl <br />67 EDUCER i M � �« <br />NJ ^(040 <br />45' <br />JM L� ffi <br />1V <br />=lace INV <br />2,a <br />w = ma.a. <br />M`e Vivaiiin NV - zc>a -5.. <br />8" SOLD SLEEVE <br />�iING C0 <br />- C2816 <br />NV = 22471 <br />224.]3 <br />u7 <br />[21.61 <br />ROCKVILLE AVE. RD <br />Eros ,tc ¢ - <br />IN 240]1 <br />2'E43 <br />EXl ,II cu <br />RIM 240.69 <br />2 "1 2,M186 <br />NV 234.79 <br />8 "x6" REDUCER <br />CE <br />IN <br />«3.98 <br />R11 88 <br />NV 43 -E6 <br />4 oe <br />W a <a Rl <br />sW <br />CB LI °°831 X86. <br />T--17.4, It <br />a <br />40' <br />X11 112.5 <br />DETAIL I <br />NOT TO SCALE <br />INC <br />LF 8" DI PIPE <br />co <br />\SEE DETAIL "I" <br />\ 8 L E Ll sVNN <br />N[ , ° ue s °x ER <br />\ U�Q <br />5: <br />win F/P <br />to <br />t -TgXiiSe51 <br />D--I <br />L =32' <br />ROCKVILLE AVE <br />ABANDONED EXISTING 6" WATER MAIN <br />AND REPLACED WITH 8" CLDI WATER <br />L =11.5 <br />(HIT LEDGE 4.5' OFF <br />CURB STOP) <br />INV 06 -0E <br />N. - 206 Oti <br />KVfLLE <br />RO <br />Xj <br />#11 <br />AVE. <br />vl <br />\ ROCKVILLE <br />AVE. <br />r'910 <br />4_ <br />20793 <br />IN L 98 <br />NI 10A .3 <br />c9 — <br />FI 2 4, <br />s7 <br />® <br />r_s,7 <br />$ e SOLID SLEEVE <br />�-8' A VALVE <br />LNc cl <br />67 EDUCER i M � �« <br />NJ ^(040 <br />45' <br />JM L� ffi <br />1V <br />=lace INV <br />2,a <br />w = ma.a. <br />M`e Vivaiiin NV - zc>a -5.. <br />8" SOLD SLEEVE <br />�iING C0 <br />- C2816 <br />NV = 22471 <br />224.]3 <br />u7 <br />[21.61 <br />ROCKVILLE AVE. RD <br />Eros ,tc ¢ - <br />IN 240]1 <br />2'E43 <br />EXl ,II cu <br />RIM 240.69 <br />2 "1 2,M186 <br />NV 234.79 <br />8 "x6" REDUCER <br />CE <br />IN <br />«3.98 <br />R11 88 <br />NV 43 -E6 <br />4 oe <br />W a <a Rl <br />sW <br />CB LI °°831 X86. <br />T--17.4, It <br />a <br />40' <br />X11 112.5 <br />DETAIL I <br />NOT TO SCALE <br />INC <br />LF 8" DI PIPE <br />co <br />\SEE DETAIL "I" <br />\ 8 L E Ll sVNN <br />N[ , ° ue s °x ER <br />\ U�Q <br />5: <br />win F/P <br />to <br />t -TgXiiSe51 <br />D--I <br />L =32' <br />ROCKVILLE AVE <br />ABANDONED EXISTING 6" WATER MAIN <br />AND REPLACED WITH 8" CLDI WATER <br />L =11.5 <br />(HIT LEDGE 4.5' OFF <br />CURB STOP) <br />PLAN— ROCKVILLE AVE. <br />SCALE. I"= 40' <br />ROCK- <br />VILLE <br />AVE_ <br />ZG °8 <br />tI LOT <br />4.2' <br />LL 9' <br />PZ <br />WATER SERVICE <br />FROM BIRD (HILL RD. <br />7 <br />WATER SERVICE"' <br />FROM SWAN LANE <br />Z <br />a3� <br />N <br />NOTE: <br />* D =DEPTH TO CURB STOP IN FEET <br />L= LENGTH OF 1' COPPER PIPE FROM <br />CORP. STOP TO CURB STOP <br />SOLD <br />X <br />25 / D O <br />w4AN Uy- �� <br />RECORD <br />P: \14N Water Btrdhtll Area G09- 64\ WaterMntnReplocement \As— Butlt \BPrdHlllArea.dwg. 3/28/2019 10:24:59 AM <br />e� <br />D -4.6' <br />L =1.6.5 <br />D=4.0' <br />=17.5 <br />KVfLLE <br />RO <br />Xj <br />#11 <br />AVE. <br />7 <br />\ ROCKVILLE <br />AVE. <br />PLAN— ROCKVILLE AVE. <br />SCALE. I"= 40' <br />ROCK- <br />VILLE <br />AVE_ <br />ZG °8 <br />tI LOT <br />4.2' <br />LL 9' <br />PZ <br />WATER SERVICE <br />FROM BIRD (HILL RD. <br />7 <br />WATER SERVICE"' <br />FROM SWAN LANE <br />Z <br />a3� <br />N <br />NOTE: <br />* D =DEPTH TO CURB STOP IN FEET <br />L= LENGTH OF 1' COPPER PIPE FROM <br />CORP. STOP TO CURB STOP <br />SOLD <br />X <br />25 / D O <br />w4AN Uy- �� <br />RECORD <br />P: \14N Water Btrdhtll Area G09- 64\ WaterMntnReplocement \As— Butlt \BPrdHlllArea.dwg. 3/28/2019 10:24:59 AM <br />e� <br />