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�10s II I II <br />°jR�t1l <br />ti%,� <br />2 o•d� `" a Q Gf�,��R <br />rpVj <br />L <br />II'��Q o ob <br />I HC>• 4' <br />2" WASHED COARSE <br />AGGREGATE <br />6"MIN.DEP'TH <br />NOTES; <br />1. CRUSHED CONCRETE NOTALLOWED. <br />2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER <br />3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS <br />LARGER THAN 24 FEET, HEAVY TRAFFIC, OR AS <br />DIfiECTED BY THE ENGINEER. <br />PLATE N0. HU-EC-1 <br />REVISION <br />HUGO <br />DATE _ APRIL Z015 <br />ROCK CONSTRUCTION <br />ENTRANCE <br />A) Installation <br />WIRE FENCING <br />POST <br />SET POSTS AND <br />EXCAVATE <br />6"X 67RENCH <br />TRENCH <br />6`X 6' <br />THE <br />LINE OPE OF THE POSTS <br />LINE OF THE P057S <br />FILTER FABRIC �I 3 ATTACH THE FILTER <br />FABRIC TO THE <br />WIRE FENCING AND <br />THE TRENCH <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />0 <br />COMPACTED <br />BACKFILL <br />2 STAPLE THE WIRE <br />MESH FENCING TO <br />EACH POST <br />4 BACKFILL THE TRENCH <br />AND COMPACT THE <br />EXCAVATED SOIL <br />A A4"000" <br />A <br />ELEVATION: <br />POINTS 'A" SHOULD BE <br />HIGHER THAN POINT "B' <br />B) Maintenance <br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL <br />BE MADE IMMEDIATELY. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, <br />THE FABRIC SHALL BE REPLACED PROMPTLY, <br />3, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />DEPDStrS REACH APPROXIMATELY 11$ THE HEIGHT OF <br />THE BARRIER, <br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />THE SILT FENCE OR FILTER BARRIER 15 NO LONGER <br />REQUIRED SHALL BE DRESSED TO CONFORM WITH THE <br />EXISTING GRADE, PREPARED AND SEEDED. <br />S. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />H.D. SST FENCE. DOUBLE H.O. SILT FENCE IS REQUIRED <br />AROUND WATER BODIES, STEEP SLOPES. AND HICHLY <br />ERODIBLE SOILS. <br />HUGO PLACEMENT AND <br />CONSTRUCTION OF A <br />SILT FENCE <br />-14 <br />1.5" WEAR - 2360 <br />WEAR COURSE MIXTURE B (LVWE45030B) <br />ORDINARY COMPACTION METHOD <br />TACK COAT, MNDOT 2357 <br />2" BASE - 2360 <br />NON -WEAR COURSE MIXTURE B (LVNW35030B) <br />ORDINARY COMPACTION METHOD <br />6" AGG. BASE, CL 5 OR CL 6 <br />MNDOT 3138 <br />SPECIFIED DENSITY COMPACTION METHOD <br />APPROVED GRANULAR SUBBASE AS <br />DETERMINED BY GEOTECHNICAL ENGINEER <br />PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR <br />STREET AND UTILITY CONSTRUCTION. <br />GEOTECHNICAL ENGINEER TO REVIEW ON -SITE SOILS AND PAVEMENT <br />SECTION PRIOR TO ANY INSTALLATIONS. <br />PROPOSED BITUMINOUS <br />NOT TO SCALE <br />PLATE NO. HU-EC-2 <br />REVISION <br />DATE : APRIL 2U15 <br />B• Dlstence to �VadaNe <br />112" r <br />113 <br />� VV 112' r <br />SL0PE314•rFT.mr <br />Mn/DOT B 618 <br />B" 18" <br />g• Distance to CE Variable <br />1 J2" r <br />3"r <br />m !, 3 r112"r <br />d <br />r! �— SLOPErb 314'IFT. <br />MnIDOT B 624 <br />a M1 <br />8 <br />! , <br />J <br />+ 8' 2a- <br />2W r FACE OFCURB <br />1Yr� <br />�a• f <br />112-� TOP OF BITUMiNUS MAT <br />s <br />n � <br />- la. <br />MODIFIED 'S' DESIGN <br />4" a BASE <br />IS.Distance to C Vdable <br />112"f <br />- �112' r <br />13'Lr, <br />MnIDOT B 612 <br />N DTES: <br />1. MINIMUM OF 7 CLASS 5 AGGREGATE BASE UNDER <br />ALL CURB AND GUTTER <br />PLATE NO.HU-STR-21B <br />CONCRETE <br />DAT'E1°N APRIL2015 <br />HUGO <br />CURB & GUTTER <br />