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GENERAL CONSTRUCTION AND SOILS NOTES. <br />1. CONTRACTOR SHALL STRIP THE TOP 3 INCHES Or INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY <br />CONSTRUCTION AND REUSE AS SLOPE DRESSING IN AREAS OF PARKING LOT CONSTRUCTION, THE <br />EXPOSED SAND SHALL BE SURrAGE COMPACTED TO AT LEAST 100% Or THE STANDARD PROCTOR <br />MAXIMUM DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER 3 FEET <br />2 UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUDGRADE SHALL BE <br />CONSTRUCTED OF SUITABLE GRADING MATERIAL THE FILL SHALL BE PLACED IN 8'. TO 1C LOOSE <br />LIFTS. AND COMPACTE0 TO 10. OF THE STANOARD PROCTOR MAXIMUM DRY OENSITY <br />3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH <br />THE EXCEPTION OF TOPSOIL, SILT, DEBRIS. ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. <br />4 THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL OrF SITE. <br />5 zw,ur,o0z,,, S,HL.,AL,L BE STABILIZED WITHIN 7 DAYS OP ROUGH GRADING. SEE SHEET 5 FOR THE <br />6. Z.1,TNREAECRTO,rj .T.,TLUWDEEP ALL DEBRIS FROM HIGHWAY 10 AS NECESSARY OR AS OIRECTE0 BY THE <br />7. SLOPES SHALL BE A MAXIMUM <br />8 PORTMATERIAL M L FROM THE SITE, CONTRACTOR SHALL CONSTRUCT A <br />ROCK CONSTRUCTION ENTRANCE PERGENERAL EROSION CONTROL NOTES <br />1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK <br />2 THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES SPR R TO <br />GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR E DURATION OF <br />CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. <br />3 TALIDArGrrECNTOrpmrALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA <br />4 ..1!„.11,isEr,SlanrASeTZTN,LCONTROL MEASURES SHALL BE PROPERLY DISPOSED Or WITHIN THIRTY <br />REFERENCE NOTES: <br />0 PAVEMENT SECTION SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER. <br />Oz OWNER AND ENGINEER WILL MARK AREAS FOR PATCHING PRIOR TO BITUMINOUS OVERLAY. <br />03 SELECT GRADING MATERIAL SHALL BE ON SITE SUITABLE GRADING MATERIAL WITH A UNIFIED SOIL <br />CLASSIFICATION OF SP OR SP-SM <br />AGGREGATE BACKFILL SHALL MEET THE REQUIREMENTS OF MN/DOT SPEC. 3149.2H. <br />05 PIPE SHALL BE PEP AASHTO <br />POLYETHYLENE PE (CPP) 9 REQUIREMENTSAO SECTION <br />18 OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES CONNECTIONS SHALL BE <br />MADE WITH BELL AND SPIGOT JOINTS. CLAMP -ON BANDS WILL NOT BE ALLOWED PIPE BEDDING <br />SHALL BE PER THE MANUFACTURER'S RECOMMENDATION. <br />MIXTURE (SPWEA2408) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />AGGREGATE BASE MIXTURE (SPNWB230B) <br />4" RAMSEY MODIFIED CLASS 5 EE PLACED ON APPROVED SUBGRADE <br />BITUMINOUS PAVEMENT SECTION 02 <br />DATE <br />EXISTING SuUEXISTING MINOU PAVEMENT <br />OAT MIXTURE (svw[Az40e) <br />BITUMINOUS MATERIAL FOR TACK <br />BITUMINOUS „OVERLAY SECTION <br />z <br />1 5" BITUMINOUS MILL <br />BITUMINOUS PATCHING MIXTURE <br />TACK <br />EXISTING BITUMINOUS PAVEMENT <br />3 BITUMINOUS PATCHING DETAIL 01 <br />REVISION <br />PUBLIC ROAD <br />RADIUS AS <br />REQUIRED <br />6" MIN. DEPTH <br />CRUSHED ROCK <br />ENTRANCE WIDTH <br />AS REOUIREO <br />ROCK CONSTRUCTION ENTRANCE <br />POST LENGTH. 5 FT MIN <br />AT 6 FT. MAX. SPACING <br />PLASTIC <br />LOTENSILE) LOCATED IN TOP e" r <br />OINOFT OFLOW �GEOTEXTILE FABRIC, 36" WIDTH <br />MACHINE SLICE 6" <br />DEPTH <br />STANDARD MACHINE SLICED <br />OSILT FENCE DETAILS <br />23461 CA <br />CONCRETE <br />CURB <br />MN/DOTAND GUTTER PER <br />STANDARD PLATE <br />B6. CONCRETE CURB <br />AND GUTTER PEP MN/DOT <br />STANDARD PLATE 7100 <br />OTIPOUT CURB DETAILS <br />1 <br />GRANULAR MATERIAL 30 <br />ER <br />AGGREGACOARSE TE <br />PIPE (20P) 0 <br />A1AfIgNAgPPROVED EQUAL alOTEXTPOTR <br />D E DUAL PLACED <br />ON SIDES P ONLY. <br />INFILTRATION TRENCH <br />NEENAH R-1733 <br />[CASTING OR uDaQni. <br />BOLT STRUCTURE. <br />662.70 <br />PRECAST MANHOLE <br />STANDARD PLA cN/OT�_� PRECAST MANNROLE <br />1111 <br />36 Hakanson Anderson <br />IN2-85B30� <br />SEE SHEETP4.1 BASE] <br />OOUTLET CONTROL DETAIL <br />2 <br />MOTORS ON 10 <br />6' WIDE NOTCH <br />CONSTRUCTION NOTES AND DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />sHErs <br />3G 0D_ <br />