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Q Q <br />L <br />I O N <br />C-0 N <br />0 0 <br />0 0 <br />i <br />N NO <br />coco <br />N N <br />I O O <br />o 0 <br />w_ <br />O 0 <br />o <br />6" 0 SCHEDULE 40 <br />GALVANIZED PIPE x <br />`o 7'-0" (TYP - 4 AT <br />METER STRUCTURE) <br />-�I 1�:,: Al Ike, <br />I�5 <br />CD 4h <br />`. , ,5 <br />FILL WITH CONCRETE <br />V -0"O CONCRETE <br />5 <br />h <br />5 <br />z <br />*NOTE: <br />USE 4" 0 SCHEDULE 40 GALVANIZED PIPE <br />W/8" DIA CONCRETE FOR MH BOLLARDS <br />(TYP - 1 EACH NON -ROADWAY LOCATION) <br />(__xBOLLARD <br />XX NO SCALE <br />3" R <br />SLOPE 0.75" <br />PER FOOT <br />0.5" R <br />0 <br />0.5" R <br />11.5" <br />d <br />a< <br />� d <br />O <br />Q � <br />d d <br />O <br />CONCRETE CURB & GUTTER B412 <br />NO SCALE <br />IINCRETE DRIVEWAY PAVEMENT (2531) <br />GREGATE BASE CL 5 (2211) (INCIDENTAL) <br />JBGRADE PREN PARATIO2112 <br />�() (INCIDENTAL) <br />CONCRETE WALK SECTION <br />NO SCALE <br />VARIES <br />(,i <br />1 /4"/FT' <br />12" <br />VARIES <br />D412 CURB & GUTTER <br />OO3 4" DRAIN TILE <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 />TYPICAL PARKING LOT SECTION <br />NO SCALE <br />MM/DD/YY I I ISSUED FOR BIDDING I I I I I <br />NO I DATE I BY I REMARKS I NO I DATE I BY I REMARKS <br />REVISIONS <br />REVISIONS <br />DESIGNED <br />DESIGNED BY <br />DRAWN <br />DRAWN BY <br />CHECKED <br />CHECKED BY <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />SIGNATURE: <br />TYPED OR PRINTED NAME: - <br />DATE MM/DD/YY <br />SIGNED BY <br />REG NO <br />VARIES <br />3'-0" <br />O <br />4" CONCRETE WALK <br />4" AGGREGATE BASE CLASS 5 <br />NOTE: <br />OSEE DRAWING L1 FOR RESTORATION <br />OF AREAS DISTURBED BY <br />CONSTRUCTION. <br />OCONCRETE WALK AT GENERATOR <br />PAD. <br />OSEE DRAWING C4 FOR LOCATION OF <br />DRAIN TILE. <br />OSEE DRAWING C7 FOR SOIL <br />CORRECTION <br />M <br />N <br />DETAIL A <br />GATE LOCKING TABS <br />Ji� <br />DETAIL B <br />A 7 \ <br />1'-6" <br />24 FT GATE <br />REFLECTIVE TAPE <br />F_ --q— <br />B <br />NNIZED PIPE <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 />PROJECT <br />BOLTON 802831 <br />& MENK MCES L46 & L49 IMPROVEMENTS <br />it 0 <br />FILE NAME <br />2638 SHADOW LANE, SUITE 200 TYPICAL DETAILS <br />G 10005 <br />CHASKA, MINNESOTA 55318 <br />(952) 448-8838 <br />G 15 <br />50F XX <br />