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WB TURN LANES: 2" MILL & OVERLAY STA. 0+89 TO 3+86 <br />33' 33' <br />dl <br />11' <br />RIGHT OF WAY <br />{{1'' 0' 3 <br />11' 14' <br />RIGHT OF WAY <br />21' <br />VARIES <br />WBRNE <br />VARIES <br />FT/FT <br />WB TH R U / LT TURN LANE EB T R E <br />VARIES PROFILE GRADE VARIES <br />0.02 - 0.04 FT/FT 0.02 - 0.04 FT/FT <br />VARIES <br />0.02 - 0.04 <br />d <br />2" MILL & OVERLAY STA. 3+86 <br />_ a <br />SECTION A <br />TO 45+90; 61+00 TO 104+34; 106+36 TO 120+51; 123+42 TO <br />129+96; 131+11 TO 158+82 <br />d <br />33' <br />33' <br />RIGHT OF WAY <br />17' <br />4' <br />12' 12' <br />III <br />RIGHT <br />4' <br />OF WAY <br />17' <br />VARIES <br />--- _ <br />EB SHOULDER <br />VARIES <br />V <br />FT/FT <br />EBTHRU LANE EB THRU LANE <br />VARIES PROFILE GRADE VARIES <br />FT/FT 0.02-0.04 FT/FT <br />EB SHOULDER <br />VARIES <br />0.02-0.04 <br />VARIES <br />0.02-ARI `.02-0.04 <br />i FT/FT <br />O .„-,-. JV �0�� �0� - <br />SECTION A <br />CURB & GUTTER <br />-, C__C ---1-COL -- , <br />FULL SECTION STA. 45+90 TO 46+89 <br />0 <br />d 33' y� 33' <br />ce <br />RIGHT OF WAY <br />17' <br />3.33' <br />12' , 12' <br />3.33' <br />RIGHT OF WAY <br />17' <br />______________________________VARIES_ _______________ <br />1'q MqX <br />0 <br />EB SHOULDER <br />FT/FT <br />EB THRU LANE EB THRU LANE <br />PROFILE GRADE <br />0.03 FT/FT 0.03 FT/FT <br />EB SHOULDER <br />0.03 <br />-_- VARIES .-------._----_--__- <br />1:4 MAX <br />0 <br />0.03 < <br />' FT/FT O <br />PR. B618 CONCRETE <br />CURB AND GUTTER <br />SECTION B <br />PR. B618 CONCRETE <br />CURB AND GUTTER <br />NOTE: NOT TO SCALE <br />SECTION A: 1.5" MILL & 2.0" <br />OVERLAY SECTION B: ROADWAY FULL SECTION PAVEMENT DESIGN: PAVEMENT DESIGN: PAVEMENT DESIGN: <br />S.A.P. 199-128-001 (SECTION C) S.A.P. 199-128-001 (SECTION A) S.A.P. 199-101-013 (SECTION A) <br />REFERENCE NOTES: Al <br />20 YR DESIGN LANE BESALS: 298,000 20 YR DESIGN LANE BESALS: 298,000 20 YR DESIGN LANE BESALS: 604,000 <br />O1 GRADE TO MATCH EXISTING GROUND. ESTABLISH TURF USING A MINIMUM DESIGN R-VALUE: 5 DESIGN R-VALUE: 70 DESIGN R-VALUE: 70 <br />(2.0")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) cif, cif, o�� (2.0")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)100.0741 <br />OF 4" TOPSOIL <br />DETAIL ER HYDROSEED WITH MNDOT WET DITCH SEED MIXTURE EXISTING NON -WEAR BITUMINOUS (2.0" - 2.1") 2.5")TYPESP 12.5NON WEARING COURSE MIXTURE (3,C) MINIMUM REQUIRED MINIMUM REQUIRED MINIMUM REQUIRED <br />SEE CITY DETAIL ERO-6 FOR TOPSOIL REQUIREMENTS. I 1 T I <br />EXISTING AGGREGATE BASE (5.5"-6.6") C)(6.0") CLASS SAGGREGATE BASE MODIFIED MINIMUM BIT (GE) 7.88 MINIMUM BIT (GE) 7.88 MINIMUM BIT (GE) 7.92 <br />20 MODIFY CLASS 5 AGGREGATE BASE PER CITY STANDARD DETAIL STR-26. SEE MIN. AGG. BASE (GE) 4.71 MIN. AGG. BASE (GE) 4.71 MIN. AGG. BASE (GE) 6.00 <br />PREPARED SUBGRADE TOTAL REQUIRED GE 32.43 TOTAL REQUIRED GE 11.71 TOTAL REQUIRED GE 13.92 <br />SHEET 05. RECYCLED RECLAMATION MATERIAL MEETING STR-26 MAY BE <br />USED AS AGGREGATE BASE. SECTION C: ROADWAY FULL SECTION W/GEOGRID <br />PROPOSED DESIGN PROPOSED DESIGN PROPOSED DESIGN <br />30 RECLAIM EXISTING PAVEMENT AND AGGREGATE BASE PRIOR TO PLACING Al WEARING COURSE (2.0") 4.50 WEARING COURSE (2.0") 4.50 WEARING COURSE (2.0") 4.50 <br />GEOGRID. ADDITIONAL FILL MAY BE REQUIRED TO ACHIEVE FINAL PROFILE. NON -WEAR COURSE (2.5") 5.63 EX. NON -WEAR COURSE (2.1") 4.20 NON -WEAR COURSE (2.0") 4.00 <br />AGG. BASE CLASS 5 (6.0") 6.00 EX. AGG. BASE CLASS 5 (5.3") 5.30 AGG. BASE CLASS 5 (5.5") 5.50 <br />® PLACE GEOGRID STA. 49+00 TO 61+00 PER DETAIL SHEET 06. OVERLAP OF (2.0")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) MULTIAXIAL GEOGRID 2.00 TOTAL DESIGN GE 14.00 TOTAL DESIGN GE 14.00 <br />THE GEOGRID IS INCIDENTIAL TO THE PAY ITEM. z.s") TYPE SP 1z.s NON WEARING EGA COURSE SE M RE FIED UNSTABILIZED FDR (16.5") 16.50 <br />0 (6.0") CLASS 5 AGGREGATE BASE MODIFIED TOTAL DESIGN GE 34.63 <br />� <br />©EXISTING PAVEMENT AND AGGREGATE BASE THICKNESS ASSUMED FROM GEOGRID PLACED AT BOTTOM OF AGG. BASE '711!" ' <br />GROUND PENETRATING RADAR. C)(0"-18") RECLAIM EXISTING PAVEMENT/BASE; FILL <br />EXISTING SUBGRADE <br />DATE <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my direct supervision and that l am a duly Licensed <br />Professional Engineer u e the law of the Sta (Minnesota <br />DESIGNED BY: <br />JJF <br />CITY OF RAMSEY <br />TYPICAL SECTIONS <br />S.A.P. 199-101-013 / S.A.P. 199-128-001 <br />2026 MSA PAVEMENT OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 26-02 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET / <br />03 <br />°F <br />31 <br />SHEETS <br />07/29/26 <br />UPDATE LANE WIDTH <br />7550 SUNWOOD DRIVE <br />City of <br />RAMSEY, MN 55303 <br />77�-� qq�� �T <br />RAMSEY (763) 427-1410 FAX (763) 433-9898 <br />DRAWN BY: <br />JJF <br />DATE <br />5/29/26 <br />CHECKED BY: <br />JJF <br />EDE <br />26-02 <br />1FE'krA�at& <br />26 <br />Date 2/26 LIc No 57095 <br />