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WE <br />H <br />w <br />SHUT CORP. COCK VALVE <br />S INSTALL CORP. PLUG - <br />EXISTING GRADE <br />CURB BOX -�l <br />CUT EXIST COPPER 9" FROM CORP. <br />CRIMP BOTH ENDS WATER TIGHT <br />Lu <br />Z <br />F <br />K <br />a REMOVE TOP SECTION OF CURB STOP <br />0 ALONG WITH INTERNAL ROD <br />a <br />z <br />U <br />TYPE "K" COPPER / <br />PIPE 1' MINIMUM WATERMAIN - CORP. COCK <br />TYPICAL WATER SERVICE ABANDONMENT <br />NO SCALE <br />w <br />E <br />w <br />a <br />aEXISTING GRADE <br />I�� PROPOSED GRADE <br />--L <br />'DRANT FLAG <br />12 CU. YD. <br />USHED ROCK <br />DRAIN <br />OCKFOR <br />'BASE <br />No. <br />Date <br />Revisions <br />App. <br />DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. <br />147-020-040, 062-619-033 <br />SHEEI fl ). <br />—CURB BOX <br />4'X 8'X 2" <br />d <br />DETAILS <br />DESIGNED BY: DML <br />DRAWN BY: DML <br />CHECKED BY: CGS <br />DATE: 3-2-15 <br />PROJECT N0. 15-1 <br />TYPICAL HYDRANT INSTALLATION <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />STYROFOAM INSULATION <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />CITY PROJECT 15-1 <br />WATERMAIN DETAILS <br />12 <br />Q(� <br />89 <br />MIN. 6" OVERLAP <br />WHERE DEPTH IS LESS CORP. COCK <br />X <br />NO DATE REVISION <br />S.A.P. 147-121-005, 147-109-002 <br />NO DATE REVISION <br />THAN 7 FEET. PROVIDE CAP <br />S.A.P. 147-110-011 <br />NO DATE REVISION <br />NO SCALE <br />FOR END OF <br />CURB BOX <br />30° <br />8" X 8" X 2" <br />TYPE "K" COPPER VyATERMAIN COPPER WATER SERVICE <br />CONC. BLOCK <br />PIPE 1' MINIMUM PROVIDE SOME SLACK TO <br />ALLOW FOR SETTLEMENT <br />TYPICAL WATERMAIN & SERVICE INSTALLATION <br />NO SCALE <br />No. <br />Date <br />Revisions <br />App. <br />DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. <br />147-020-040, 062-619-033 <br />SHEEI fl ). <br />XX <br />XX <br />XX <br />XX <br />XX <br />DETAILS <br />DESIGNED BY: DML <br />DRAWN BY: DML <br />CHECKED BY: CGS <br />DATE: 3-2-15 <br />PROJECT N0. 15-1 <br />\ <br />i � �">>1 ®�� <br />1 <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.COM <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />7 <br />'I; l�j Of <br />BNEW�GI'ON <br />.'� i��i,"�"� <br />� N�. <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />CITY PROJECT 15-1 <br />WATERMAIN DETAILS <br />12 <br />Q(� <br />89 <br />NO DATE REVISION <br />S. A. P, 147-020-041, 062-fi77-025 <br />NO DATE REVISION <br />NO DATE REVISION <br />S.A.P. 147-121-005, 147-109-002 <br />NO DATE REVISION <br />CRAIG G. SCHLICHTING <br />DATE: 3-2-15 MN LIC. N0. 41295 <br />S.A.P. 147-110-011 <br />NO DATE REVISION <br />