Laserfiche WebLink
GENERAL CONSTRUCTION AND SOILS NOTES: <br />I. STRIP ALL INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE <br />AS SLOPE DRESSING. IN AREAS Of PARKING LOT AND BUILDING CONSTRUCTION, THE <br />EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST 100% Of THE STANDARD <br />PROCTOR MAXIMUM DRY DENSITY, AST/ 0698, IN AT LEAST THE UPPER 3 FEET. <br />2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRACING SUBGRAIE SHALL BE <br />CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO <br />10" LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM <br />DRY DENSITY. <br />3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS <br />ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND <br />OTHER UNSTABLE MATERIAL <br />H. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT <br />MO AT TERMINI OF CONSTRUCTION TO 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 BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT <br />MATERIAL SHALL BE ARPLIET AT A UNIFORM RATE OF 0.05 GAL/SY TO 0.07 GAL/SY <br />BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNOILUTEO EMULSIONS <br />(AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. <br />J. 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 END OF THE MIX DESIGNATION NUMBER SHOWN ON THE 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 K" OF TOPSOIL AND SOD. SEE CITY <br />STANDARD PLATE ERO-6 ON SHEET 6 FOR TOPSOIL REQUIREMENTS. <br />GENERAL EROSION CONTROL NOTES: <br />1. EROSION CONTROL SHALL CONFORM TO THE Mn/DOT EROSION CONTROL HANDBOOK. <br />2. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE <br />NECESSARY MPCA NPTES STORMWATER PERMIT. <br />3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) <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 MOUNT OF <br />DISTURBED AREA AT ANY GIVEN TIME. <br />5 BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE <br />RECORDED IN THE INSPECTION LOC. <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 FILE A NOTICE OF TERMINATION WITH THE MPCA ALTER FINAL <br />STABILIZATION HAS BEEN APPROVED. <br />DATE <br />REVISION <br />TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA2H01) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />\�2" 110E 5P 12.5 NON WEARING COURSE MIXTURE (SPNW1323013) <br />CLASS 5 AGGREGATE BASE <br />PLACED ON APPROVED SUBGRADE <br />1 BITUMINOUS PAVEMENT SECTION <br />5 <br />PLASTIC ZIP TIES <br />(501_13 TENSILE) <br />LOCATED IN TOP e" <br />DIRECTION OF <br />RUNOFF FLOW <br />�PT LN'. Fr. <br />AT OSfi Fi.MAXS5 PACINGN <br />�GEOTEXTIIE FABRIC, 30" WIDTH <br />K-MACHINE SLICE 8"-12" <br />DEPTH <br />STANDARD MACHINE SLICED <br />0 SILT FENCE DETAILS <br />5 <br />Hakanson Anderson <br />Civil Engineers and Land surveyors <br />3601 Th./. Ave., Ammo, Mmes. 55303 <br />763-427-5860 FAX 763-427-0520 <br />W v W.NaMoneen-andenen.cem <br />STONE BROOK ACADEMY SITE <br />CONSTRUCTION PLANS <br />GENERAL CONSTRUCTION NOTES <br />AND DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />