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RI <br />A=82*55153" <br />R=55.00' <br />L=79.61' <br />N 15V2'09" W <br />478.12' <br />94+04.01, 23.71'RT <br />8 " TEE, FL <br />1-80 GATE VALVE, FLA0 <br />1-80 45' VER77CAL BEND, FLAIJ <br />1-8m GATE VALVE, FL <br />1-8sx6" REDUCER, FLmWJ <br />1-6"DI SPOOL, LENGTH TO FIT <br />I-FN PER CITY STD PLAN 507 <br />W1 CONC BLOCKING <br />W1 VER77CAL CONC BLOCKING <br />17'-8% <br />2"DOMES77C WATER SERVICE & METER <br />PER CITY SID PLAN 502 <br />1- 45' BEND, MJ <br />W1 CONC BLOCKING <br />(PRI VA TF) <br />4!- 8 - DI r1RE LINE (PRI VA TF) <br />95+52.77, J.01'RT <br />1- 45 *BEND, Md.,FL <br />1- 8" GA TF VALVE, F7 AIJ <br />W1 CONC BLOCKING <br />(PRI VA 7E) <br />02018 7HE BLUELINE GROUP <br />I* <br />BLUELINE <br />25 CENTRAL WAY, SUITE 400, <br />KIRKLAND, WA 98033 <br />P: 425.216.4051 F: 425.216.4052 <br />WWW.THEBLUELINEGROUP.COM <br />SCALE: <br />AS NOTED <br />PROJECT MANAGER: <br />CHRISTOPHER H. MILLER, PE <br />PROJECT ENGINEER: <br />JON KOEPFGEN, PE <br />DESIGNER- <br />DaWINQUE GABALDaV <br />ISSUE DA TE.- <br />51412018 <br />EQ <br />z <br />13 <br />ra <br />4 <br />. <br />. <br />. <br />. <br />. <br />. <br />.. <br />.. <br />.. <br />J <br />Q <br />Z <br />Q. <br />En <br />L4 <br />Z Q, <br />En <br />En <br />41 <br />41 <br />i. <br />., En <br />41 <br />ul <br />W <br />41 <br />Z <br />W Q, <br />LL, <br />p <br />En <br />VAER <br />WAS <br />Z: <br />ct, <br />4,_1 <br />0 9 T 0 <br />/ONAL <br />514114e; <br />JE78 NUMBER: <br />SHEET NAME: <br />s w- 0 1 <br />SHT <br />7 6 OF 24 <br />