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8" 90" <br />2m12.l2 <br />EN <br />EXISTING WSO. RETAINED <br />UNDER CONCRETE WALK - <br />D -4.4' <br />FORELAND AVE. L =s o' 7VORELANO 43 <br />#AS <br />=4.7' MoR A D; <br />M LAND <br />�x H <br />v <br />y46 <br />MORE -AND <br />AVE. <br />8'x8 "x6" ANC i//,.0 =4.4' i <br />6" GATE VALVE � 8 /L =27' <br />HYDRANT <br />RCONTINUATION SEE SHEET 4 <br />3 LF 8" DI PIPE <br />4 LF 8" DI PIPE <br />3 LF 8° DI PIPE <br />l �49:8'i <br />/I\ , j \1. 22.S \1 <br />ca i <br />DETAIL A <br />Ice <br />NOT TO SCALE <br />t <br />0 <br />SEE DETAIL "A" <br />8° SOLID S <br />8 "x8 "x6" <br />C6 GATE <br />HYDRANT <br />Q-M <br />L =14' <br />LOT <br />6 <br />I i <br />m <br />#44 <br />MOgEtANd <br />AVE <br />D -6.1' <br />L =24' <br />AVE. <br />REMOVE EXISTING 6" WATER MAIN D =4.4' l hk <br />VACANT LOT <br />AND REPLACE MATH 8° CL01 WATER MAIN L =18.5 O <br />D -4.9' #35 D =5.8' i <br />L =6.O' / MOLAW' L -tO' <br />RE (}� <br />)_49..00' = g #37 <br />1 c AVE. <br />LANG <br />MoRECAVO A / n.t3 w <br />AVE_ j (L6� INNER _ W" me.93 <br />441 <br />` WN " <br />MORELAN CONS TRUCTIOM Ip <br />Apt . <br />CSI oWSm+� T � xw <br />T <br />V12" <br />36 <br />R., pd 246 / /' 8 / , .MOREL AND% _ <br />L AVE. t <br />/ #3 <br />/� - �/ MORELAND <br />=24' - AVE. D =3.1' <br />//, // / L =24' <br />Mo. ELAND' D =4.4'. <br />0 <br />AVE- /. MCRELAND L -26' <br />nn�'� AVE. <br />PLANMMORELAND AVE. <br />D =6,0' <br />L =13' <br />p ELAND <br />R <br />e' e, <br />ii.,, <br />y1643® #30 t?z?- <br />1 MORELAND 'DC� <br />ti. <br />AVE <br />i <br />/� / / /`/ 6REFNPOUSE. =4.7 Mo ECBN <br />X34 8 "x8 "x8" ANC H0 TEE L =29• AEE D <br />VA o/ 8° GATE VALVE 3) 0 =4.0' <br />D =4.5' <br />D -3.7' D -4.4' / L =25' L =23.° <br />L =26' L=30' <br />P: \1417 Water Birdhill Area C09- 64 \WaterMainReplac ment \As- Built \BirdHillArea.dwg, 3/28/2011 9:48:48 AM <br />SCALE I" = 40' <br />2' <br />p ' <br />me <br />e' <br />3 IF 8" DI PIPE <br />UP _54` .6'_\ 2 LF 8° DI PIPE <br />\ 1 1 <br />1 1 <br />h , \ <br />0' <br />8.5'� \ / \40, 38.7 <br />\�13'� .45\ <br />J <br />CB <br />DETAIL B <br />NOT TO SCALE <br />D -4.T D -7.0' <br />L =21.6 L =17, <br />No 8 "xGATE VALYEO(3 E OAISv 4'TLSON <br />MEADD%LHI.'0 <br />;LAND8 "x8"x6' ANCHOR TEE <br />MoRELAND. % HYDRANT VALVE <br />E. j AVE <br />' 8 TEE <br />AVE-221% x�9E�iI <br />v. au °a2.4 .. N,0 <br />BALL SAL hE TYPE <br />CORPORA 7701V - <br />FINISHED GRADE <br />TYPE K COPPER TUBING <br />MIN. DIA. = I " <br />NEW 2 <br />112- BUFFALO STYLE <br />SLIDE TYPE <br />SERWCE BOX <br />fa <br />2 <br />a <br />�o a' <br />,I <br />EXISTING T�- 0 HOUSE OR BUILDING <br />WATER MAIN 1)(J14- COPPER TO COPPER <br />REDUCER <br />OPEN RIGHT BALL SAL IE CURB STOP <br />TYPICAL WATER SERVICE CONNECTION <br />A <br />I <br />s x6AxT6 AN C R TEE <br />" E <br />HYDRANT_ <br />GATE VALVE (3) <br />WITH "\GATE 1' <br />RECO4 T EXIST. <br />COPPER'SERVICE <br />Arta <br />rn- plFwq�[ <br />ANCHOR TEE <br />4� Ill' D -4.4' SEE DETAIL "C� <br />L =27. \ <br />s T <br />�n 0 ERA, <br />,a <br />D =4 8" INLINE G TE VALVE <br />L =24. 8°x10" REDUCER - <br />m *2r fllf�'I�R E� <br />10° SOLID SLEEVE <br />S G ,,,i8% \ <br />Vx6YVREDUCER , � reu' :os ) \ <br />*, "244 `3� \\ \ \ <br />v \ <br />-T�i7� 76'. <br />%` �cntic � � z /✓%1 V A � �I 1 <br />ENV 7s1- ✓f/1+ // ��- -�� 1 ). <br />T1141JA <br />SEE DETAIL "B" / 125:7- / <br />S�1AN Oft, CON o uP #32 -12 <br />\3 LF 8" DI PIPE��i ) '/ 1 40.5 / <br />PLAN- MORELAND AVE. 2 LF <br />SCALE: I" = 40' �y3p_-- _�,./ 10° DI PIPE <br />NOTE: GRAPHIC SCALE DETAIL C <br />° D =DEPTH TO CURB STOP IN FEET .o o so w a. I.. NOT TO SCALE <br />L= LENGTH OF 1" COPPER PIPE FROM -• <br />CORP. STOP TO CURB STOP <br />( W FEET ) <br />1 inch - 40 ft. Fa4r-F RECORD DRAWING WESTON & SAMPSC <br />R- pv1 slON BY <br />(j <br />i <br />f <br />1 9 1 : A <br />ki <br />1 <br />1 <br />I <br />! <br />