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CLTUNNEL <br /> PGR RE-INSALLED <br /> OUT PORTS :� ��j� GROUT PORT pF <br /> GROUTPORT CROWN LEFT <br /> gOPORT I FSFT�a <br /> RIGHT 60' <br /> I OVER EXCAVATION VOID 1 <br /> TUNNEL 8'MAX <br /> SPRINGLINE <br /> —_—_ _ _ _—_—_ <br /> TUNNEL <br /> \ I <br /> 3/8' �\ <br /> PIPE JOINT <br /> PIPE I LAYOUT VIEW <br /> INVERT <br /> I <br /> TYPICAL SECTION TYPICAL DETAIL <br /> DRAINAGE TUNNEL ANNULUS GROUT PORTS <br /> NOT TO SCALE IN DRAINAGE TUNNEL <br /> FILLED <br /> D WITH CONCRETE STEEL PIPE - NOT TO SCALE - <br /> I F <br /> I <br /> 112• FINISHED <br /> GRADE <br /> a� <br /> 5'-0• SURFACE SURVEY <br /> +°2d POINTS TYPE A <br /> io (VERTICAL ONLY) <br /> MASONRY NAIL MASONRY NAIL GROUND SURFACE <br /> e PUNCH MARK METAL PUNCH MARK <br /> ON TOP IDENTIFICATION ON TOP <br /> �$ \ MARKER <br /> O / ' • c I <br /> q• g• q. 1/2"DIA <br /> z _z <br /> v iv EPDXY GROUT <br /> m <br /> a TUNNEL <br /> TYPICAL DETAIL SPRINGLINE -- <br /> m BOLLARD DRILL HOLE - - - - - - <br /> ~ NOT TO SCALE o N T <br /> 10 0_ • OUTSIDE LIMIT <br /> TYPE A O/ TYPE B OFTUNNEL <br /> EXCAVATION <br /> U <br /> METAL IDENTIFICATION MARKER(NOTE 1) Ct PIPE <br /> 0 <br /> 3 TYPICAL DETAIL TYPICAL DETAIL <br /> SURFACE SURVEY POINTS MONITORING POINT ARRAY <br /> o NOT TO SCALE NOT TO SCALE <br /> a <br /> o <br /> e <br /> E <br /> NOTES <br /> a <br /> 0 1 USED FOR BOTH TYPE A AND TYPE B SURFACE Attention <br /> a Designed P EGGERS OVERLAND PONDS AND DWG NO. <br /> SURVEY POINTS <br /> n2 POINT LOCATIONS SHALL BE IN ACCORDANCE WITH ° t• Checked C MASCHING TRI-DISTRICTS TREIBER INTERCONNECTS G'-5 <br /> INSTRUMENTATION SCHEDULE LOCATIONS SHOWN ~Z� Drawn S MICKELL 4424 LAPORTE AVENUE <br /> ON THIS DETAIL SHALL BE USED AS GUIDANCE FOR FORT LORADO 80526 <br /> $ ARRAYS ASSOCIATED WITH DIFFERENT TUNNEL It this scale bar Approved BGEI COLLINS,,P EGGERS Consultants CIVIL AND SHEET NO <br /> doesrwtrneeeure 1 10/07/14 90%DESIGN REVIEW PJE aW DEPTHS 2625 Redwing Street,Suds 370 <br /> nthendnlscaleamnng Fort Collins,Colorado805n TUNNELING DETAILS 10of 18 <br /> not original scale NO DATE ISSUE/REVISION APP 970-224-7342 GEI Proect 1406040 <br /> a A roval Date 1 <br />