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GENERAL CONSTRUCTION AND SOILS NOTES: <br />1. STRIP ALL INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUC <br />AS SLOPE DRESSING. IN AREAS OF PARKING LOT AND BUILDING CONSTF <br />EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST 100% OF <br />PROCTOR MAXIMUM DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER <br />2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUB, <br />CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLC <br />10" LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCT <br />DENSITY. <br />3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALI <br />ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANI( <br />OTHER UNSTABLE MATERIAL. <br />4. IF AVAILABLE, CONTRACTOR SHALL REVIEW GEOTECHNICAL EXPLORATION <br />ADDITIONAL SITE PREPARATION REQUIREMENTS. <br />5. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPI <br />AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. <br />6. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL <br />PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCOR <br />MN/DOT SPEC. 2104. <br />7. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS <br />MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO <br />BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILI <br />(AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. <br />8. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58S-28, SPEC. 3151, <br />FOR ALL BITUMINOUS MIXES ON THIS PROJECT. <br />9. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFI <br />AND 3139. <br />GENERAL EROSION CONTROL NOTES: <br />1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL <br />2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FAC <br />PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAII <br />DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION I- <br />3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE Al <br />DISTURBED AREA AT ANY GIVEN TIME. <br />4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS <br />RECORDED IN THE INSPECTION LOG. <br />5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY <br />WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION. <br />REFERENCE NOTES: <br />1Q PAVEMENT SECTION SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER. <br />©2 MODIFIED CLASS 5 SPECIFICATION IS SHOWN ON CITY PLATE NO. STR <br />Q3 RAIN GUARDIAN -BUNKER DESIGN AS MANUFACTURED BY THE ANOKA CO <br />DISTRICT. SEE THE ANOKA CONSERVATION DISTRICT WEBSITE FOR ADDITI <br />CONSTRUCTION REQUIREMENTS. <br />