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27' <br />15' <br />2% <br />R/W R/W <br />SEE DETAIL 6, <br />TYPICAL PAVEMENT SECTION <br />SURMOUNTABLE C&G <br />27' <br />15' <br />2% <br />6' BOULEVARD <br />5' CONC. WALK <br />54' ROW <br />4%2% <br />SEE GRADING PLAN <br />BEYOND R/W <br />GRADE VARIES <br />SEE GRADING <br />P <br />L <br />A <br />N <br />27' <br />15' <br />2% <br />R/W R/W <br />SEE DETAIL 6, <br />TYPICAL PAVEMENT SECTION <br />SURMOUNTABLE C&G <br />27' <br />15' <br />2% <br />8' BITUMINOUS TRAIL <br />4.5' BOULEVARD <br />54' ROW <br />2% <br />1' OFF R/W <br />4% <br />1.2' OFFSET <br />17.17' <br />2% <br />R/W <br />SEE DETAIL 6, <br />TYPICAL PAVEMENT SECTION <br />B618 CONCRETE C&G <br />17.17' <br />2% <br />12.5' BOULEVARD <br />6' CONC. WALK <br />R/W <br />90' ROW <br />12.5' BOULEVARD <br />10' BITUMINOUS TRAIL <br />VARIES VARIES <br />3:1 MAX <br />-2%3%3%2% <br />27' <br />15' <br />2% <br />R/W R/W <br />SEE DETAIL 6, <br />TYPICAL PAVEMENT SECTION <br />SURMOUNTABLE C&G <br />27' <br />15' <br />2% <br />54' ROW <br />6' BOULEVARD <br />-2% <br />5' CONC. WALK <br />3:1 MAX <br />3:1 MA <br />X <br />3' BOULEVARD <br />27' <br />15' <br />2% <br />R/WR/W <br />SEE DETAIL 6, <br />TYPICAL PAVEMENT SECTION <br />SURMOUNTABLE C&G <br />27' <br />15' <br />2% <br />8' BITUMINOUS TRAIL <br />4.5' BOULEVARD <br />54' ROW <br />2% <br />1' OFF R/W <br />4% <br />1.2' OFFSET <br />PLOTTED:COMM. NO. <br />DRAWING NO. <br />----17004 <br />ONEKA PRAIRIE <br />1 3 6 0 5 1 s t A v e n u e N . #1 0 0 <br />P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m <br />P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 <br />A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C <br />DRAWING TITLE <br />CHECKED BY:DRAWN:DESIGNED: <br />ATJRAT <br />04/11/2023 <br />REVISION LOG <br />DESCRIPTION OF REVISIONSNO.DATE <br />SOUTHWIND HOLDINGS, LLC <br />CONSTRUCTION DOCUMENTS <br />51317 <br />ADAM THIELE, PEPRINT NAME: <br />SIGNATURE: <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />DATE:LICENSE NO.04/11/2023 <br />1 5/15/23 REVISED PER CITY COMMENTS <br />2 5/31/23 REVISED PER CITY COMMENTS <br />DETAIL A <br />1 1 <br />2" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) <br />SPWEA240C (PG 58-28), MNDOT 2360 <br />2357 BITUMINOUS TACK COAT <br />2 1 <br />2 " TYPE SP 12.5 BITUMINOUS NON-WEARING COURSE MIXTURE (2,C) <br />SPWEB230C (PG58-28), MNDOT 2360 <br />8" AGGREGATE BASE (CLASS 5 OR SALVAGED/RECYCLED MATERIAL <br />MEETING CLASS 5 GRADATION), MNDOT 3138 <br />24" SELECT GRANULAR EMBANKMENT, MNDOT 3149 <br />MINIMUM PAVEMENT DESIGN STANDARD: <br />ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R <br />VALUE AND PROJECTED ESAL (TRAFFIC) <br />12" APPROVED SUBGRADE <br />1 <br />35 <br />STREET SECTION - STREET A, STREET B <br />NTS <br />TYPICAL PAVEMENT <br />SECTIONS <br />35 <br />2 <br />35 <br />STREET SECTION - FAIROAKS AVE <br />NTS <br />3 <br />35 <br />STREET SECTION - ONEKA PARKWAY <br />NTS <br />4 <br />35 <br />STREET SECTION - STREET A, STREET B (WETLAND SECTION) <br />NTS <br />5 <br />35 <br />STREET SECTION - STREET A STA 9+22 TO 11+53, STREET C <br />NTS <br />6 <br />35 <br />TYPICAL PAVEMENT SECTION <br />NTS