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GENERAL CONSTRUCTION AND SOILS NOTES: <br />1. STRIP AND REUSE ALL INPLACE TOPSOIL IN PERVIOUS AREAS DISTURBED BY CONSTRUCTION. <br />2. STREET AND LOT FILL SHALL BE CONSTRUCTED WITH ENGINEERED FILL. ALL EXCAVATION, SOIL CORRECTIONS AND FILL <br />SHALL BE CONSTRUCTED UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. ENGINEERED FILL FOR THIS PROJECT <br />SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT. DEBRIS, ORGANIC MATERIAL AND <br />OTHER UNSTABLE MATERIAL. THE MATERIAL SHALL HAVE A CLASSIFICATION OF GP, SP OR SM (USCS CLASSIFICATIONS) <br />AND MEET ALL CITY REQUIREMENTS. <br />3. SAWCUT AND MILL WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF <br />CONSTRUCTION TO ENSURE A UNIFORM JOINT. <br />4. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR <br />AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. <br />5. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A <br />UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR <br />UNDILUTED EMULSIONS. <br />6. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58H-34, SPEC. 3151, SHALL BE USED FOR ALL BITUMINOUS MIXES <br />ON THIS PROJECT. <br />7. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. <br />8. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE CONSTRUCTION <br />OPERATIONS. CONTRACTOR SHALL SCHEDULE CONSTRUCTION IN COOPERATION WITH UTILITY RELOCATION. <br />9. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. <br />10. PIPE BEDDING SHALL BE PER CITY STANDARD PLATE NO. 3405. <br />11. CONCRETE CURB AND GUTTER THROUGH THE CATCH BASINS SHALL BE PAID PER ITEM 2531—CONCRETE CURB AND <br />GUTTER DESIGN 3618. <br />12. ALL DISTURBED PERVIOUS AREAS SHALL BE RESTORED WITH 4" OF TOPSOIL, TYPE 1 FERTILIZER (300 LBS/ACRE), <br />SEED MIX 25-131 (220 LBS/ACRE) AND EITHER CATEGORY 3 EROSION CONTROL BLANKET OR HYDRAULIC MULCH <br />MATRIX (2500 LBS/ACRE). <br />GENERAL EROSION CONTROL NOTES: <br />1. THE SITE IS COVERED UNDER AN ACTIVE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT (PERMIT ID NUMBER: <br />C00050215). A COW TRANSFER FORM SHALL BE COMPLETED AND EMAILED TO THE MPCA PRIOR TO COMPLETING ANY <br />WORK ON SITE. <br />2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND <br />REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL <br />FOR EROSION HAS PASSED. <br />3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN <br />TIME. <br />4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DOCUMENTED IN THE SWPPP INSPECTION LOG. SWPPP <br />SHALL BE PROVIDED TO THE CITY. <br />5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR WITHIN <br />THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS APPROVED BY THE ENGINEER. <br />6. THE CONTRACTOR SHALL FILE NOTICE OF TERMINATION (NOT) WITH THE MEGA WHEN FINAL STABILIZATION IS <br />APPROVED BY THE ENGINEER. <br />E� <br />DATE <br />REVISION <br />d" <br />-y T PE°1 "ry .. s 1naP <br />,� T d., th, I— <br />e <br />mer: <br />R16XTAE <br />CONSTRUCTION NOTES <br />2 <br />omn `--d <br />Mss <br />RUM RIVER �� <br />HILLSIDE ESTATES <br />AND TABULATIONS <br />` <br />mscmvavoxs� owes <br />TWELFTH ADDITION <br />r <br />�� ��""�"' "`-`-'""�'" <br />CITY OF ELK RIVER, MIN NESOTA <br />12 <br />�RA J HUM. E. P. <br />Date 3/1a/z u<. No. z3a61 <br />��cJJ <br />P-913590 <br />