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HomeMy WebLinkAboutLARCHMONT LN 15NII_Maurice E.Woodward Senic.No.9 Add...15 Larchmont Lane ~ LocKion Kind of Pipe Siiil SID of hlaiM 1 Djl*twME?01 N_Senk.Lexington Sewerage If 982 W.O.If 6395 Location AUG 51968----, Date Material Amount Total Date Amount i; 4/5/68 Labor 34 31 k hr -rn1 10...Iii,no 1 ~n I,! 4/12/6R T.ohnr 5 39 trailer 2 00 - II./1 7/fiR T.o'",~'7 ~o .."n~'"'u ,,,I ,_(l H 5 122 57 142 .y./-;/y .rJ uP ..-, -'1n,~n IITL .@ AA 17 60 JI-f-£"J('"A,,;./J?31/19 ~ n/I"/, %ton cold D"tch @ 5 5 I 38 4---5"-61/1 •0 .II InQ 20'<6"-rr OJ /11..5";r€., -.1 10 ~"I 6"-90"EI.bDI<.J ; ~5'50 I 6"-N,....""/e i "1 Ii' I "(")<g",,Ii'!_..,.·.1 .91 ),<.,/'ole "".J 16" , I ~nn hn~~nn ~~An 7 IQn Ad.;l.,1Q ... 2 hrs +"'''~''::in"@ 3 00 6 00 , 1 hr shovel 6 50 !.;hr loader @ 4 00 2 00 ""hr compressor ~5.tlo 2 50 4-9-68 6<;'6"Transite Dine ..I1l_1B.J[."l.8,l;iO~ J ~~.-._-----~------- DATE__---'_ TOWN OF LEXINGTON -BOARD OF PUBLIC WORKS SEWER DIVISION Sketch of Service Here I ~ I I I I I !I I I I I :I 1 1 1 I 1 1 1 ~I I I 1 I I I 1 I I I I I !I I I I !,I I T-I-!I·I I I I 1 I I I I I 711 I I IIJ !I I I I II I-I I Tl-j-I I Ii,I ret qlJ~"yo.,J+;>1 11 WM-t II1l'I I I I I I I I I I I I I I !I !!1 1 I i I I I III r-U ITTI ·-11 1 I I II I -I I 11-1-11-1-1-1-:I j ~I I I I 11,1 I 1 I ~I I I I I I I I I I I I I I I I I I !ill 1 1 I I f.'JI?I iX I I I I I I I I I I ITI I I 1-11-1-1-1-:I I I I I!:..I.''''f r'1,:~'f I I I 1 I I I I 11 I-II I II I I I !j I I I I I I I J'<IP.t4fNIe I I I I !I I I-- j i---"f"'¥'-!--+---i--i--+--+--1-;----i--i:_+_+-f--+--+-+-.--+-f---f-'-+,-T,-t,.-+,--+-,-+--1...... 1 1 1 1 I I I I1111-1111 i ':!ill I I I I I !I I I l I I I I I I I I I I r f 1 r I -I I I I I I I I I 1 I I •I"'""'·1 i I I I 1 ' , , , , , ,'" Connection made in Street.Work completed ...,..........................•...•... Remarks:..•..•••....•...••.•....•........•.•......•.•.....•......,........•........•...........•••....•.•...••••• "~••~•••••••••'.'~...'.••4 •••••••••••~~~••~•••••~••••••••••••••••••••••••~.'••••••••••••••~•••••~••~~••••~~•••••••4.4 •4