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1 <br />I <br />N <br />mo <br />D -4.4' <br />i <br />� Tdi <br />EX 'INC 11 , 7 68 = 51 <br />h iING 7- RA "96f 3 I N NV -,2. < <br />20 <br />RA IN V }.9M1 7NV _10.59 <br />INV ]0 10 M1.65 <br />IJV 173. 5 <br />RA 7-]6_I6 P P 2 UP <br />jf{2E —E <br />N 17296 m <br />�. INV „3 se 8 "x8"x6° ANCMf <br />LExsa o- <br />F N .76 4s 6" vALVE <br />Il 1.4.2a HYDRANT <br />8 °x6" REDUCER <br />F 0' <br />' <br />4 <br />BOWKER <br />BOWKER <br />VACANT <br />LOT <br />D=4.5' D -5.7' <br />L =21' 1 =22' <br />#12 <br />#10 I BOWKER ST. <br />WK <br />BOER ST. <br />\ h � FO N <br />' <br />' �3 U2� 934 INV <br />°G ATE VAL ��� <br />5 <br />-o= <br />ul <br />J= <br />I I <br />TEE <br />#7 "Ni -1 <br />NV — Ai44 <br />L =13.5 <br />OWNER S <br />L <br />� <br />S FIG <br />. IU 18 <br />� <br />H <br />F N _5 <br />INV -la B. <br />BOWKER Si �R, <br />Ic F <br />R11 <br />17 <br />8174 <br />INJ= <br />ABANDONED EXISTING 2" <br />N V <br />I,7.9 <br />,7729 <br />18V = <br />.177.59 C G• <br />®� <br />L 113' <br />WATER MAIN. <br />5.8' <br />=5.0' <br />i '' I';l <br />A <br />=12.5 <br />=14.5 <br />OFF POSITION.. <br />8 "x8 "x8° ANCHOR TEE <br />v <br />BoWrKER sT. ';. <br />RECEIVING WATER FROM ARLINGTO <br />R <br />a <br />y <br />Vit <br />y <br />0 <br />D -4.5' <br />L =25' D -3.9' <br />#16 L =1T <br />BOWKER ST #lg <br />j BOWKER ST. <br />/ F <br />Ens^! 3 i� F <br />RIM 20 <br />SJ 07.a7� <br />L =14' <br />PLAN- BOWKER STREET <br />SCALE.' I" = 40' <br />.0 EXISTING 6" WATER MAIN AND <br />.ED WITH 8" CLDI WATER MAIN <br />D =5.4' D —_5.9• D =4.4' STREET <br />L =21' =26. L =24' FROM TUFT AVE. <br />22 i #30 i <br />BOWKER ST BOWKER ST BOWKER ST #39 j <br />,i eOWKER ST <br />/ <br />8° CLDI PIP <br />/ SR's! " „� R STORM DR IN tl �Es, �.9< 2'x2'x2' <br />�II (VV - 247 JC <br />NP 112IF -3 <br />EXISTING SLING CB <br />RIM 23040 <br />226 45 <br />= 226 55 <br />nV <br />INV = <br />XSTK ce <br />Rr =2-056 <br />M1" — 23686 <br />- 2,3.96 <br />= 237- 2, <br />P, W <br />ST. (Vi #35 %I <br />BOWKER ST. <br />#25 <br />BOWKER ST. <br />8"x8 "x6" ANCHOR TEE <br />10679 <br />6” GATE VALVE <br />N0 <br />HYDRANT <br />111 _ 20'334 <br />NV — Ai44 <br />L =13.5 <br />VACANT LOT <br />D =4.2' <br />H <br />L =14' <br />PLAN- BOWKER STREET <br />SCALE.' I" = 40' <br />.0 EXISTING 6" WATER MAIN AND <br />.ED WITH 8" CLDI WATER MAIN <br />D =5.4' D —_5.9• D =4.4' STREET <br />L =21' =26. L =24' FROM TUFT AVE. <br />22 i #30 i <br />BOWKER ST BOWKER ST BOWKER ST #39 j <br />,i eOWKER ST <br />/ <br />8° CLDI PIP <br />/ SR's! " „� R STORM DR IN tl �Es, �.9< 2'x2'x2' <br />�II (VV - 247 JC <br />NP 112IF -3 <br />EXISTING SLING CB <br />RIM 23040 <br />226 45 <br />= 226 55 <br />nV <br />INV = <br />XSTK ce <br />Rr =2-056 <br />M1" — 23686 <br />- 2,3.96 <br />= 237- 2, <br />P, W <br />ST. (Vi #35 %I <br />BOWKER ST. <br />#25 <br />BOWKER ST. <br />D 4.0 <br />L =15.5 <br />D =4.5' <br />L =12' <br />L =13.5 <br />I. a5 <br />195 3, <br />JV 45 -2 <br /><v <br />`C TO <br />Ni N,d 20.72 <br />(rm7 v (fnd) <br />V� # <br />HIBBERT ST. / - /i g19 <br />#5 HIBBERT ST. <br />HIBBERT SL �1 X11 'HIBBERT ST. <br />#1 s <br />16 TAPPING SLEEVE D=4.0' �' HIBBERT S . rx,sTO, c6 RIBBER <br />WITH 6" GATE VALVE L =14' #o' v1u 1.,4V INV ° em sa <br />HIBBERT ST IIV 191492 <br />* HOUSE NOT CONNECTED <br />D -4.3' 502 D =4.9' <br />TO NEW CURB STOP. L -15• L =43' <br />HOME OWNER NEEDS TO <br />DIRECT WATER PIPE TO <br />FRONT OF HOME <br />PLAN-HIBBERT STREET <br />SCALE., I"= 40' <br />ExiRIOG D.n <br />Po,d 205.92 <br />V = 204 27 <br />. <br />V 4 -32 <br />NV 204 "z <br />W <br />lal <br />REDUCER (TYP.) <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 />s o V ®. • <br />P: \1419 -Water Birdhlll Ares COO- 64\ WaterMatnReplaaement \As— Bullt \BtrdHillAre dag, 3/28/2011 10:31:56 AM <br />s <br />KIA/-4.5(o <br />REMOVED <br />GATE BOX AND COVER <br />H <br />ABANDONED EXISTING 2" <br />WATER. MAIN AND <br />®� <br />REPLACED WITH 8" CLDI <br />WATER MAIN. <br />A <br />CURB STOP LEFT IN <br />OFF POSITION.. <br />8 "x8 "x8° ANCHOR TEE <br />v <br />RECEIVING WATER FROM ARLINGTO <br />END <br />6" GATE VALVE <br />"O <br />S <br />LF or 2EE IS <br />H RANT <br />a <br />Islmc lair; <br />xs ., sm« <br />i, 18441 <br />#6 <br />IBBERT SL <br />['T_ <br />p55 <br />— IBBERT ST��ARUNG <br />HYDRANT <br />IN - zaeao <br />— 20 30 <br />ei = 2a 77- <br />IJV 1` -9.42 <br />r— - X!Si•.yG C9 <br />FXISTHG CB <br />" "" <br />I. a5 <br />195 3, <br />JV 45 -2 <br /><v <br />`C TO <br />Ni N,d 20.72 <br />(rm7 v (fnd) <br />V� # <br />HIBBERT ST. / - /i g19 <br />#5 HIBBERT ST. <br />HIBBERT SL �1 X11 'HIBBERT ST. <br />#1 s <br />16 TAPPING SLEEVE D=4.0' �' HIBBERT S . rx,sTO, c6 RIBBER <br />WITH 6" GATE VALVE L =14' #o' v1u 1.,4V INV ° em sa <br />HIBBERT ST IIV 191492 <br />* HOUSE NOT CONNECTED <br />D -4.3' 502 D =4.9' <br />TO NEW CURB STOP. L -15• L =43' <br />HOME OWNER NEEDS TO <br />DIRECT WATER PIPE TO <br />FRONT OF HOME <br />PLAN-HIBBERT STREET <br />SCALE., I"= 40' <br />ExiRIOG D.n <br />Po,d 205.92 <br />V = 204 27 <br />. <br />V 4 -32 <br />NV 204 "z <br />W <br />lal <br />REDUCER (TYP.) <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 />s o V ®. • <br />P: \1419 -Water Birdhlll Ares COO- 64\ WaterMatnReplaaement \As— Bullt \BtrdHillAre dag, 3/28/2011 10:31:56 AM <br />s <br />KIA/-4.5(o <br />