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GENERAL CONSTRUCTION AND SOILS NOTES: <br />I. STRIP ALL INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUCTOR AND REUSE <br />AS SLOPE DRESSING. IN AREAS OF PARKING LOT AND BUILDING CONSTRUCTOR, THE <br />EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST LEAST 1008 OF THE STANDARD <br />PROCTOR MAXIMUM DRY DENSITY, ASTI 0698, IN AT LEAST THE UPPER 3 FEET. <br />2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRAOE SHALL BE <br />CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO <br />10" LOOSE LIFTS, AND COMPACTED TO LOGY OF THE STANDARD PROCTOR MAXIMUM <br />DRY DENSITY. <br />3. SUITABLE GRARIRG MATERIAL THIS PROJECT SHALL CONSIST Of ALL SOILS <br />ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND <br />OTHER UNSTABLE MATERIAL <br />♦. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT <br />AND AT TERMINI OF CONSTRUCTION i0 ENSURE A UNIFORM JOINT. <br />5. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE <br />PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH <br />Mn/DOT SPEC. 2104.3. <br />6. USE TACK COAT BETWEEN ALL BIMMINOUS MIXTURES. THE BITUMINOUS TACK COAT <br />MATERIAL SHALL BE ARPlEO AT A UNIFORM RATE OF 0.05 GAL/SY TO 0.07 GAL/SY <br />BETWEEN BITUMINOUS LAYERS. THE ARPUCATION RATES ARE FOR UNDILUTED EMULSIONS <br />(AASUPPLED <br />(AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS <br />7. PERFORMANCE ORAOEO (PG) ASPHALT BINDER PG 58-28, SPEC. 3151, SHALL BE USED <br />FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPECIFIC PG GRADES SHALL BE LISTED <br />AT THE ENO OF THE NIX DESIGNATION NUMBER SHOWN ON ME TYPICAL SECTION. <br />8. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 <br />AND 3139. <br />9. ALL DISTURBED AREAS SHALL BE RESTORED WITH X' OF TOPSOIL AND SOD. SEE CITY <br />STANDARD PLATE ERO-6 oR SHEET 6 FOR TOPSOIL REQUIREMENTS. <br />GENERAL EROSION CONTROL NOTES: <br />1. EROSION CONTROL SHALL CONFORM TO THE Mil/DOT EROSION CONTROL HANDBOOK. <br />2. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE <br />NECESSARY MPCA NOTES STORMWATER PERMIT. <br />3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMWS) <br />PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMWS SHALL BE MAINTAINED FOR THE <br />DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. <br />A THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF <br />DISTURBED AREA AT ANY GIVEN TIME. <br />5 BMWS SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE <br />RECORDED IN THE INSPECTION LOG. <br />6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF <br />WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION. <br />J. THE CONTRACTOR SHALL El. A NOTICE OF TERMINATION WITH THE MPCA AFTER FINAL <br />STABILIZATION HAS BEEN APPROVED. <br />DATE <br />BIOS OF ESTIMATED DUMP ES <br />Bituminous Pavement I101be/yd2/1n <br />Bituminous MoPr1a1 tar Tack Coat 0A7 Gal/yd2 <br />Seed Mixture 25-121 120 IRA/sere <br />Seed Mixture 25-I51 120 I./acre <br />Type Hydraulic Mulch 2100 1m/acre <br />FerNlher Type 3 22-5-10 300 Ibs/den <br />REVISION <br />4 — cu.o <br />CUPS "rl G CEJiiEF <br />RAMSEY �•�• ,,• ,1N-I <br />PLENGTX, 5 FT. MIN. <br />FAT fiOST Fi. NA%. SPACING <br />PLASTIC ZIP TIES <br />(SOLE TENSILE) <br />LOCATED IN TOP 8" <br />macaw <br />OF �GEOIEXTIIE FABRIC, ]6' WHOM <br />RUNFFLOW <br />".-MACHINE SLICE 8"-12" <br />DEPTH <br />STANDARD MACHINE SLICED <br />' , SILT FENCE DETAILS <br />2 <br />'"1i95 <br />I Hakanson Anderson <br />Chit Ekons anak nN rsonn <br />]601 THunfan inneaMa 55303 <br />Tfi3-K2-SB60 FA% Tfi3-K2J-0520 <br />W v bakdnsan-andenan.cam <br />YOLITE STREET <br />GENERAL CONSTRUCTION NOTES <br />AND DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />