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REVISIONS <br />DATEN0 BY REMARKS DATEN0 <br />REVISIONS <br />BY REMARKS CHECKED <br />DRAWN <br />DESIGNED <br />PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />DATE REG NOMO <br />D <br />I <br />F <br />I <br />E <br />D <br />: <br />TYPED OR PRINTED NAME: <br />SIGNATURE: <br />FILE NAME <br />PROJECT <br />PL <br />O <br />T <br />T <br />E <br />D <br />: <br />OF <br />R <br />2638 SHADOW LANE, SUITE 200 <br />CHASKA, MINNESOTA 55318 <br />(952) 448-8838 <br />GI5 <br />5 XX <br />MCES L46 & L49 IMPROVEMENTS <br />TYPICAL DETAILS <br />802831 <br />SIGNED BY <br />MM/DD/YY ###### <br />DESIGNED BY <br />DRAWN BYMM/DD/YY ISSUED FOR BIDDING <br />10 <br />/ <br />2 <br />8 <br />/ <br />2 <br />0 <br />2 <br />1 <br /> <br />1 <br />0 <br />: <br />0 <br />2 <br />: <br />2 <br />1 <br /> <br />A <br />M <br />GI0005 <br />ENGINEER <br />10 <br />/ <br />2 <br />8 <br />/ <br />2 <br />0 <br />2 <br />1 <br /> <br />1 <br />0 <br />: <br />0 <br />6 <br />: <br />0 <br />5 <br /> <br />A <br />M <br />CHECKED BYH: <br />\ <br />M <br />E <br />T <br />C <br />\ <br />T <br />4 <br />2 <br />1 <br />1 <br />9 <br />0 <br />9 <br />2 <br />\ <br />8 <br />0 <br />2 <br />8 <br />3 <br />1 <br />- <br />M <br />C <br />E <br />S <br /> <br />L <br />4 <br />6 <br /> <br />& <br /> <br />L <br />4 <br />9 <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />S <br />\ <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />G <br />I <br />0 <br />0 <br />0 <br />5 <br />. <br />D <br />W <br />G <br />3' <br />- <br />6 <br />" <br />4" <br />M <br />I <br />N <br />3' <br />- <br />6 <br />" <br />X <br />XX <br />BOLLARD <br />NO SCALE <br />FILL WITH CONCRETE <br />1'-0"Ø CONCRETE <br />6" <br />12" <br />8" <br />7" <br />SLOPE 0.75" <br />PER FOOT <br />11.5"4" <br />0.5" R <br />0.5" R3" R <br />X <br />X <br />CONCRETE CURB & GUTTER B412 <br />NO SCALE <br />6" Ø SCHEDULE 40 <br />GALVANIZED PIPE x <br />7'-0" (TYP - 4 AT <br />METER STRUCTURE) * <br />*NOTE: <br />USE 4" Ø SCHEDULE 40 GALVANIZED PIPE <br />W/8" DIA CONCRETE FOR MH BOLLARDS <br />(TYP - 1 EACH NON-ROADWAY LOCATION) <br />6" CONCRETE DRIVEWAY PAVEMENT (2531) <br />4" AGGREGATE BASE CL 5 (2211) (INCIDENTAL) <br />X <br />X <br />CONCRETE WALK SECTION <br />NO SCALE <br />SUBGRADE PREPARATION (2112) (INCIDENTAL) <br />VARIES <br />1 <br />VARIES <br />(SEE SHEET C3) <br />3'-0" <br />D412 CURB & GUTTER <br />2 <br />4" CONCRETE WALK <br />4 <br />12" <br />1 1/2"-TYPE SPWEB240C <br />1 1/2"-TYPE SPNWB240C <br />8" AGGREGATE BASE CLASS 5 <br />12" SELECT GRANULAR BORROW <br />GEOTEXTILE FABRIC, TYPE 5 WOVEN <br />X <br />X <br />TYPICAL PARKING LOT SECTION <br />NO SCALE <br />NOTE: <br />1 SEE DRAWING L1 FOR RESTORATION <br />OF AREAS DISTURBED BY <br />CONSTRUCTION. <br />2 CONCRETE WALK AT GENERATOR <br />PAD. <br />3 SEE DRAWING C4 FOR LOCATION OF <br />DRAIN TILE. <br />4 SEE DRAWING C7 FOR SOIL <br />CORRECTION <br />3 4" DRAIN TILE 4" AGGREGATE BASE CLASS 5 <br />VARIES <br />1/4"/FT' <br />X <br />CX <br />MANUAL DUAL SWING BARRIER GATE <br />NO SCALE <br />NOTE: <br />1. FURNISH & INSTALL GATE LOCKING TABS TO ACCOMMODATE 3/8" <br />PADLOCK SHACKLE. MCES WILL FURNISH PADLOCK. <br />2. CONTRACTOR WILL PROVIDE TWO SIGNS "MCES PROPERTY NO <br />TRESPASSING" TO BE INSTALLED ON GATE. <br />3. FURNISH AND INSTALL TWO KEEPER POSTS MATCHING GATE POSTS. <br />1'-6"6" <br />3' <br />- <br />6 <br />" <br />2' <br />- <br />6 <br />" <br />GROUND LEVEL <br />HINGE <br />1-7/8" OD GALVANIZED PIPE <br />REFLECTIVE TAPE <br />B <br />2-7/8" OD GALVANIZED PIPE <br />CONCRETE <br />24 FT GATE <br />DETAIL B <br />GATE LOCKING TABS <br />DETAIL A <br />A