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GENERAL CONSTRUCTION AND SOILS NOTES: <br />1. TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOMOF THE CLASS 5 AGGREGATE BASE OR <br />PAD ELEVATION. ALL UNSTABLE MATERIAL SUCH AS TOPSOIL, SILTS, ORGANIC MATERIALS, MUCK, ETC. <br />ENCOUNTERED DURING EXCAVATION SHALL BE REMOVED. <br />2. STRIP AND REUSE ALL INPLACE TOPSOIL IN PERVIOUS AREAS DISTURBED BY CONSTRUCTION. <br />3. STREET AND LOT FILL SHALL BE CONSTRUCTED WITH ENGINEERED FILL. ALL EXCAVATION, SOIL <br />CORRECTIONS AND FILL SHALL BE CONSTRUCTED UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. <br />ENGINEEREDFILL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION <br />OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. THE MATERIAL SHALL <br />HAVEA CLASSIFICATION OF SP, SM OR SP—SM (USCS CLASSIFICATIONS) AND MEET ALL CITY <br />REQUIREMENTS. <br />4. SAW CUT AND MILL WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI <br />OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. <br />5. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE <br />CONTRACTOR ANOSHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. <br />6. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE <br />APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY. THE APPLICATION RATES ARE FOR <br />UNDILUTED EMULSIONS. <br />7. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58H-34, SPEC. 3151, SHALL BE USED FOR ALL <br />BITUMINOUS MIXES ON THIS PROJECT. <br />8. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. <br />9. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE <br />CONSTRUCTION OPERATIONS. CONTRACTOR SHALL SCHEDULE CONSTRUCTION IN COOPERATION WITH <br />UTILITY RELOCATION. <br />10. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. <br />11. UTILITIES, INCLUDING SANITARY SEWER, WATERMAIN AND STORM SEWER, ALONG LINCOLN STREET WERE <br />PREVIOUSLY CONSTRUCTED PER THE STREET AND UTILITY IMPROVEMENT PLANS PREPARED BY BDM <br />CONSULTING ENGINEERS DATED MARCH 17, 2006 AND AS—BUILT JANUARY 27, 2008. LINCOLN STREET <br />NORTHBOUND AND SOUTHBOUND WERE CONSTRUCTED TO POINTS SHOWN ON PLANS, APPROXIMATELY <br />150 FEET AND 340 FEET SOUTHEAST OF 17BTH AVENUE. CONTINUATION OF LINCOLN STREET IS SHOWN <br />IN CONFORMANCE WITH SAID STREET AND UTILITY IMPROVEMENT PLANS AND NO REVISION TO SAID <br />IS <br />PLANS IS INTENDED. <br />GENERAL CONTROL NOTES: <br />1. THE SITE IS COVERED UNDER AN ACTIVE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT (PERMIT <br />ID NUMBER: C00047806). A CSW TRANSFER FORM SHALL BE COMPLETED AND EMAILED TO THE MPGA <br />PRIOR TO COMPLETING ANY WORK ON SITE. <br />2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO <br />GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION <br />ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. <br />3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT <br />ANY GIVEN TIME. <br />4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DOCUMENTED IN THE SWEEP INSPECTION <br />LOG. SWEEP SHALL BE PROVIDED TO THE CITY. <br />5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY <br />(30) DAYS AFTER FINAL SITE STABILIZATION IS APPROVED BY THE ENGINEER. <br />5. THE CONTRACTOR SHALL FILE NOTICE OF TERMINATION (NOT) WITH THE MPCA WHEN FINAL <br />STABILIZATION IS APPROVED BY THE ENGINEER. <br />DATE <br />REVISION <br />yrL e^CSe mo .E, ^Pe VS a'„o' <br />TAE <br />CONSTRUCTION NOTES <br />SHEET <br />omP,d <br />„ s ,. "" 1„„aw= <br />RUM RIVER <br />EAGLES MARSH <br />AND TABULATIONS <br />Mss <br />cnvnsoxvaYoxseeres <br />FOURTH ADDITION <br />y <br />Da}e 3/18 /20 RA J HUM. <br />23461 <br />CITY OF ELK RIVER, MINNESOTA <br />CJJ <br />P-9136 19 <br />