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BE REQUIRED DURING THE COURSE OF CONSTRUCTION. THE SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES ARE THE MINIMUM. ADDITIONAL PRACTICES MAY 1 1 CONTROLS, AND RIGHT OF WAY MONUMENTS. THE CONTRACTOR SHALL PRESERVE ALL LAND, AND PROPERTY CORNERS, VERTICAL AND HORIZONTAL ADMINISTRATION, SHALL APPLY ON THIS PROJECT. THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY STANDARD PLATES DESCRIPTIONPLATE NO. SURVEYS AND RIGHT OF WAY CONSTRUCTION NOTES: TEMPORARY TURF ESTABLISHMENT EXISTING TOPSOIL AND SLOPE DRESSING PERMANENT TURF ESTABLISHMENT 7100H CONSTRUCTION NOTES & STANDARD PLATES 2101, 2105, 2573, 2575, AND AS AMENDED BY THE SPECIAL PROVISIONS. RESPONSIBILITY FOR CONTROLLING EROSION IS SET FORTH IN MN/DOT SPECIFICATIONS 1717, 1803, RESPONSIBILITIES TO CONDUCT HIS CONSTRUCTION IN A MANNER THAT WILL CONTROL EROSION. ALONG WITH PAY ITEMS FOR THEIR USE. THIS DOES NOT, HOWEVER, RELIEVE THE CONTRACTOR OF HIS TEMPORARY EROSION CONTROL DEVICES AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS BITUMINOUS AND AGGREGATE TO PREVENT DAMAGE TO MOWING EQUIPMENT (INCIDENTAL). SLOPE DRESSING PLACEMENT AND/OR AFTER LOOSENING THE SOIL PRIOR TO SEEDING OR BOTH. THIS IS INTENDED THE CONTRACTOR SHALL REMOVE ALL STICKS AND ROCKS EXCEEDING 2" IN ANY DIMENSION AT THE TIME OF FINAL CONSTRUCTION SLOPES. THE EXISTING TOPSOIL FROM ALL AREAS DISTURBED BY CONSTRUCTION FOR PLACEMENT AS SLOPE DRESSING ON OF NATURAL (INPLACE) SOIL. THIS MATERIAL MUST BE USABLE AS 6" SLOPE DRESSING. STRIP AND STOCKPILE ANY REFERENCE TO TOPSOIL IN THE PLAN OR SPECIAL PROVISIONS WILL PERTAIN TO THE UPPER 6" (AVERAGE) 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 7113A CONCRETE APPROACH NOSE DETAIL CONCRETE CURB & GUTTER (DESIGN B & V) CONTRACTOR'S EXPENSE. PLANNED CONSTRUCTION MUST BE RESTORED AS INDICATED ABOVE, OR AS DIRECTED BY THE ENGINEER AT THE ALL AREAS DISTURBED BY THE CONTRACTOR'S EQUIPMENT OR OPERATIONS THAT WERE NOT NECESSARY FOR THE (FINAL STABILIZATION) MUST BE COMPLETED WITHIN 7 DAYS. ALL AREAS DISTURBED BY CONSTRUCTION WILL REQUIRE TURF ESTABLISHMENT. PERMANENT TURF ESTABLISHMENT THE SUBSURFACE UTILITY INFORMATION IN THE PLAN IS UTILITY QUALITY LEVEL D. UTILITIES 5 3000M REINFORCED CONCRETE PIPE (6 SHEETS) CONSTRUCTION STAKING MAINTAIN SIDEWALK ON ONE SIDE OF STREET AT ALL TIMES FOR PEDESTRIAN ACCESS. ROUTE. TPAR IS DEFINED AS THE TEMPORARY PEDESTRIAN ACCESS ROUTE AND IS PAID AS ALTERNATE PEDESTRIAN DISPOSED IN ACCORDANCE WITH SPEC. 2104.(INCIDENTAL) THE ENGINEER. HARDENED CONCRETE WASTE MUST BE REMOVED FROM THE PROJECT LIMITS AND PROPERLY CONCRETE TRUCKS THAT WASH OUT WITHIN THE PROJECT LIMITS MUST DO SO AT A LOCATION APPROVED BY MUST BE DISPOSED OF BY THE CONTRACTOR OFF THE RIGHT-OF-WAY IN ACCORDANCE WITH SPEC. 2104. ENCOUNTERED DURING CONSTRUCTION THAT ARE NOT SUITABLE FOR SALVAGE OR FOR ROADWAY CONSTRUCTION, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS OR ANY OTHER MATERIAL WHICH MAY BE SEE MN/DOT'S SPECIFICATION 2106. EXISTING AGGREGATE AND TOPSOIL SHOULD BE SALVAGED AND REUSED IN NEW CONSTRUCTION WHERE POSSIBLE. ENCOUNTERED WITH THE EXCEPTION OF DEBRIS, ORGANIC MATERIAL, AND OTHER UNSUITABLE MATERIAL. SUITABLE GRADING MATERIAL (COMMON EMBANKMENT) ON THIS PROJECT SHALL CONSIST OF ALL SOILS AND BE DISPOSED OF OFF THE RIGHT OF WAY. NO DIRECT COMPENSATION WILL BE MADE THEREFORE. MATERIALS NOT TO BE USED IN THE PAVEMENT EMBANKMENTS SHALL BECOME PROPERTY OF THE CONTRACTOR ACCORDANCE WITH SPEC 2104 & 2106. MATERIALS SUCH AS PEAT, MARL, MULCH AND OTHER UNSTABLE BE REMOVED FROM THE EMBANKMENT FOUNDATION. THE UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN BACKFILL OR EMBANKMENT. MATERIALS DEFINED AS UNSUITABLE (TOPSOIL, ORGANIC MATERIAL, DEBRIS) MUST THE DEFINED CATEGORIES IN SPEC 2106. THESE SOILS ARE THEREFORE NOT REUSABLE AS STRUCTURAL UNSUITABLE SOILS ARE DEFINED AS SOILS WHICH DO NOT MEET OR ARE NOT MANUFACTURED TO MEET ANY OF SPECIFICATION 2106. MATERIAL IS DESIGNATED SUITABLE WITH RESPECT TO THE REQUIREMENTS OF THE PROJECT. SEE MN/DOT'S EXCAVATED MATERIAL SHOULD BE USED TO THE FULLEST EXTENT PRACTICAL, SO FAR AS THE EXCAVATED HAVE BEEN FINISHED TO GRADE IN ANY SIGNIFICANT AREA. PRACTICAL TIME. TOPSOIL COVERING SHALL BE COMPLETED AS SOON AS POSSIBLE AFTER THE GRADING SOILS OPERATIONS SO FAR AS TO PERMIT COMPLETION OF THE EROSION CONTROL ITEMS AT THE EARLIEST EARTHWORK FINISHING AND TOPSOIL COVERING OPERATIONS SHALL BE CONDUCTED CONCURRENTLY WITH GRADING DISPOSED OF OFF THE R/W IN ACCORDANCE WITH SPEC 2104. ALL MATERIAL NOT UTILIZED ON THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PERPETUATE DRAINAGE ON ALL AREAS DISTURBED BY CONSTRUCTION (INCIDENTAL). COMPACTION FOR AGGREGATE BASE MUST BE BY THE QUALITY COMPACTION METHOD. TACK COAT REQUIREMENTS. PROVIDE A UNIFORM TACK COAT AS DOCUMENTED IN THE MOST RECENT SPEC 2357 - BITUMINOUS 8000J CHANNELIZERS - TYPE A, B, C (3 SHEETS) NOTIFY SURVEYOR 48 HOURS PRIOR TO STAKING NEEDS. CONTRACTOR. STAKING INCLUDES CURB AND GUTTER AND PEDESTRIAN RAMPS. ALL STAKING WILL BE ONE-TIME STAKING, WRECKED OR RUINED STAKES ARE RE-STAKES AT COST OF THE SHOREWOOD DR DRAINAGE CONSTRUCTION UNDER THE CONTRACT BY JULY 4, 2021. CONTRACTOR MUST COMPLETE ALL WORK RELATED TO HAMLINE AVE CROSSINGS AND CONSTRUCTION PHASINGFile:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:Default\\hrgreen.com\HRG\Data\2018\181582\CAD\Road_Design\sheets\CD191801_scn01.dgn1/15/2021Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF MJM BAJ 41 TYPED NAME DATE LIC. NO. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 1/19/2021 1/19/2021JORDAN R HOREJSI 52241 JRH PW-20-0103 MJM CITY OF ARDEN HILLS IMPROVEMENTS & DRAINAGE 2020 PAVEMENT SAP 062-650-014