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GENERAL CONSTRUCTION AND SOILS NOTES: <br />2. UNLESS OTHERWISE RECOMMENDED IN THESE P,NS, THE GRADING SUDGRADE SHALL BE <br />CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 0.. TO <br />IC LOOSE LIF7S. AND COMPACTED TO 100, OF THE STANDARD PROCTOR MAXIMUM DRY <br />OTHER UNSTABLE MATERIAL. <br />4. 'acalR EVZE oEOTEcxNICAL EXPLORATION REPORT FOR <br />MN/DOT SPEC. 2104. <br />7. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK AT <br />MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 cAL/SY GAL/SY <br />BETWEEN BITUMINOUS ,YERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. <br />ED MPCo ASZITS SIN DER PC r.V.S, NN/Dor SPEC. Si si, SxALL <br />9. TAI, JIED B3ITZINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 <br />GENERAL EROSION CONTROL NOTES: <br />I. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. <br />FACILITIES2. ZI,Tis T.F.A,N,Iv...,0,N,STFU,T4,1O.N ACTIVITIES. THE CONTRACTOR SHALL ACQUIRE THE MPCA <br />3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL (RMP'S) <br />4. TXZNA,„L,L, SEWLII,LEN.IS OPERATION TO MINIMIZE THE AMOUNT OF <br />BE INSPECTED DAILY BY <br />RECORDED <br />THE INSPECTION LOG. <br />6. ALL WITHIN SY THE CONTRACTOR. <br />OBSERVATIONS ErvARDRDISOw(30)DATTAB <br />APOVETERMINATION wxHMPCArER AL <br />0i REFERENCE PAVEMENT SECTION SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER. <br />© n MINIMIZE PONDIND OF <br />© n 0 S RECEIVIND RUNOFF <br />©n MINIMIZE PoxmxC of <br />Os MODIFIED CLASS S SPECIFICATION IS SHOWN ON CITY PLUS NO. STIR-26. <br />2" TYPE SP 9.5 WEARING COURSE RE (SPwEA2<DU) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />2.5" TYPE SP 12.5 NON WEARING COURSE MIX <br />TURE (SPNwe23113) <br />8" CLASS 5 AGGREGATE BASE -MODIFIED OS <br />PLACED ON APPROVED SUBGRADE <br />HEAVY DUTY BITUMINOUS <br />PAVEMENT SECTION 0 <br />MIXTURE (SPwEA2408) <br />MIXTUREBITUMINOUS MATERIAL FOR TACK COAT <br />2.. TYPE SP 12.5 NON WEARING COURSE (SP wx23oc) <br />8" CLASS 5 AGGREGATE BASE -MODIFIED D <br />PLACED ON APPROVED SUBGRADE <br />LIGHT DUTY BITUMINOUS <br />PAVEMENT SECTION 0 <br />B612 CONCRETE CURB <br />+J .L DOT <br />I I STANDARD PLATE 7100 <br />�' s J <br />TIPOUT CURB DETAIL <br />ISOMETRIC VIEW <br />IN PLACE ELEVATION VIEW <br />STORM DRAIN INLET PROTECTION TYPE 3 <O <br />MEDIAN DRAINS <br />ISOMETRIC VIEW <br />IN PLACE ELEVATION VIEW <br />STORM DRAIN INLET PROTECTION TYPE 1 02 <br />STORM DRAIN INLET PROTECTION TYPE 2 03 <br />DATE <br />REVISION <br />tet <br />Data 2/28/19 <br />P xeB PLI,. No..ua1 <br />TAE <br />TAE <br />I5 Hason kak A60 FAX n de^son <br />THE SAPPHIRE APARTMENTS <br />CONSTRUCTION NOTES AND DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />C9 <br />2325.0 <br />