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MAX 4:1 SLOPE <br />℄ DITCH <br />TOP OF DITCH <br />TOP OF DITCH <br />℄ DITCH <br />MAX 4:1 SLOPE <br />ACCESS ROAD <br />AA <br />NOTES: <br />1.VERTICAL SPACING MUST BE LARGEST AT <br />THE GROUND SURFACE AND SMALLEST AT <br />THE TOP OF THE FENCE TO ALLOW <br />PASSAGE OF SMALL WILDLIFE. <br />2.MINIMUM VERTICAL WIRE SPACING AT <br />THE BOTTOM OF THE FENCE SHALL BE 8". <br />3.DEPENDING ON SOILS, UTILIZE TREATED <br />WOODEN POSTS DRIVEN INTO THE SOIL <br />(TAPER GROUND END INTO POINT), AVOID <br />THE USE OF CONCRETE FOOTINGS. <br />SECTION A-A <br />PLAN <br />SECTION B-B <br />DIA. <br />2' <br />2'1 <br />4 <br />L <br />DI <br />A <br />. <br />B <br />B <br />AA <br />RIPRAP <br />NONWOVEN GEOTEXTILE FABRIC <br />RIPRAP <br />1.5' (30" AND LARGER PIPE) <br />1' (12"-27" DIA. PIPE) <br />1' (12"-27" DIA. PIPE) <br />1.5' (30" AND LARGER PIPE) <br />DIA. OF <br />PIPE (IN.)L (FT.) <br />48 <br />15 <br />42 <br />36 <br />30 <br />24 <br />18 <br />12 <br />20 <br />8 <br />10 <br />12 <br />14 <br />18 <br />16 <br />8 <br />ONE CUBIC YARD IS <br />APPROXIMATELY 1.4 TONS. <br />NOTE: <br />QUANTITY <br />(C.Y.)CLASS <br />>48 22-28 30-40 <br />26 <br />5 <br />6 <br />8 <br />12 <br />22 <br />14 <br />5 <br />IV <br />IV <br />III <br />III <br />III <br />III <br />IV <br />III <br />III <br />MINIMUM RIPRAP REQUIRED <br />NONWOVEN GEOTEXTILE FABRIC <br />EXTEND 1' UNDER FES <br />TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES <br />AND BED IN GRANULAR MATERIAL. ANY COVER LESS <br />THAN 2' OVER TOP OF PIPE SHALL BE GRANULAR <br />MATERIAL. <br />20'-0" MAX <br />BRACE BAR BRACE BAR <br />TIES MIN. <br />EVERY 12" <br />NOTES: <br />1.POST FOR ACCESS GATES OVER 6' WIDE <br />SHALL BE NPS 3-1/2" NOM. I.D. AASHTO <br />M181, 9.12 LBS./FT., 6' LENGTH. <br />2.FRAMES FOR ACCESS GATES SHALL BE: NPS <br />1-1/2" NOM. I.D. AASHTO M181, 2.72 <br />LBS./FT. <br />3.GATES TO OPEN OUT AND HAVE POST FOR <br />SECURING IN THE OPEN POSITION. <br />4.ALL GATES SHALL HAVE A LOCKING AND <br />HOLDING MECHANISM. <br />5.CONTRACTOR TO PROVIDE KNOX BOX FOR <br />KEY ACCESS BY FIRST RESPONDERS AND <br />MAINTENANCE PERSONNEL. <br />6'-0" <br />3" <br />14" DIA.6" <br />36" <br />PLUNGER ROD OR OTHER <br />SECURITY CLOSURE DEVICE <br />3 8 " DI <br />A <br /> <br />T <br />R <br />U <br />S <br />S <br />ROD <br />, <br /> <br />( <br />T <br />Y <br />P <br />. <br />) <br />11.5 GA. STEEL, <br />CONFORM TO <br />MNDOT 3376.2 <br />15' ACCESS ROAD <br />0.5%-2% ACCEPTABLE CROSS SLOPE <br />TENSAR BX 1100 GEOGRID <br />8" SURFACE AGGREGATE <br />(MNDOT CLASS 5 OR 6) <br />12"-14" SUB-GRADE COMPACTED <br />TO 95% STANDARD PROCTOR <br />NATIVE SUBSOIL <br />8" CONCRETE <br />MONOLITHIC SLAB <br />TRANSFORMERSWITCHGEAR <br />8'12' <br />63' <br />13' <br />TRANSFORMERSWITCHGEAR <br />5' <br />8' <br />CLASS 6 BASE MATERIAL <br />NOTES: <br />1.SUBBASE SHALL BE CLASS 6 MATERIAL <br />AND BACKFILLED IN LIFTS NO GREATER <br />THAN 10" AND COMPACTED TO A MINIMUM <br />OF 98% OF THE STANDARD PROCTOR <br />MAXIMUM DRY DENSITY. <br />2.GRAVEL PAD TO EXTEND A MIN. 3' BEYOND <br />CONCRETE PADS IN ALL DIRECTIONS AND <br />MEET EXISTING GRADES FLUSH. SLOPE <br />GRAVEL TO KEEP WATER DRAINING AWAY <br />FROM CONCRETE PADS. <br />3.CONCRETE SHALL MEET MNDOT MIX 3Y64 <br />OR EQUIVALENT. CONTRACTOR SHALL BE <br />RESPONSIBLE FOR ALL COMPACTION AND <br />CONCRETE TESTING TO ENSURE <br />COMPLIANCE WITH DESIGN. <br />4.ALL ELECTRICAL CONNECTIONS, CONDUIT, <br />WINDOWS, METERS, TRANSFORMERS AND <br />OTHER ELECTRICAL EQUIPMENT SHALL BE <br />INSTALLED PER ELECTRICAL PLANS. <br />5.CONTRACTOR MAY USE ADDITIVES OR <br />POLYMERS (HIGH-EARLY, E.G.) TO <br />SHORTEN CURE TIME, BUT MUST ENSURE <br />FULL STRUCTURAL STRENGTH IS <br />MAINTAINED. <br />#6 REBAR @ 12" <br />O.C. E.W. 3" MIN. <br />C.C. (TYP) <br />2V:1H <br />NATIVE FILL24" MIN. <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I <br />AM A DULY LICENSED LANDSCAPE <br />ARCHITECT UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />SIGNATURE:____________________ <br />JOSEPH L. SCHEFFLER <br />CLIENT <br />PROJECT NAME <br />SHEET NUMBER <br />SHEET TITLE <br />ORIANA CSG <br />7776 N 157TH ST N, <br />HUGO, MN 55038 <br />Date: <br />License #:55597 <br />07-28-2025 <br />PL <br />A <br />N <br />- <br />T <br />yp <br />e <br />SI <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />N <br />I <br />N <br />G <br /> <br />& <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />U <br />R <br />E <br />Mi <br />n <br />n <br />e <br />a <br />p <br />o <br />l <br />i <br />s <br />, <br /> <br />M <br />N <br /> <br /> <br /> <br /> <br />i <br />n <br />f <br />o <br />@ <br />p <br />l <br />a <br />n <br />- <br />t <br />y <br />p <br />e <br />. <br />c <br />o <br />m <br />06-30-2026Expiration: <br />NOT <br /> <br />F <br />O <br />R <br />CON <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />DRAWN BY <br />PROJECT MANAGER <br />LOUIE <br />J + L <br />05-15-2024 REVIEW <br />05-20-2024 SUBMITTAL <br />07/28/2025 RE-SUBMITTAL <br />SP105 <br />SITE PLAN <br />DETAILS <br />ACCESS ROAD DETAILS <br />(1) <br />SECTION A-A <br />PLAN <br />PERIMETER FENCE <br />(2) <br />20' WIDE ACCESS GATE <br />(4) <br />RIP RAP DETAIL FOR FLARED END SECTIONS <br />(3) <br />CONCRETE PAD <br />(5)