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CONTINUE 2' HOLD DOWN <br />THROUGHOUT HOUSE PAD AREA <br />D AND U EASEMENT (TYP) <br />FFEGFE <br />BASIN HOLD DOWN <br />D AND U EASEMENT <br />10' <br />27'25'25'15' <br />2' HOLDDOWN <br />AT SETBACK <br />BASEMENT FLOOR <br />13'14' <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED FILL1:11 <br />: <br />1 <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED FILL <br />PER GRADING PLOT <br />ENGINEERED FILL <br />CL ROADWAY R.O.W <br />3' <br />10' <br />27'25'25' <br />BEGIN HOLD DOWN <br /> D AND U EASEMENT <br />3' HOLD DOWN <br />AT SETBACK <br />2: <br />1 <br />FINISHED GRADE <br />BASEMENT FLOOR <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED FILL <br />1:1 <br />1: <br />1 <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED FILL <br />PER GRADING PLAN <br />18' <br />13'14' <br />ENGINEERED FILL <br />CL ROADWAY R.O.W <br />GFE <br />3' <br />HOLD DOWN ELEVATION <br />TO MATCH LOW OPENING <br />ELEVATION UNLESS <br />OTHERWISE NOTED <br />BASEMENT FLOOR <br />BEGIN HOLD DOWN <br />AT D AND U EASEMENT <br /> 3' HOLD DOWN <br /> AT SETBACK <br />GFE <br />2:1 <br />FINISHED GRADE <br />25'25'27' <br />10' <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED FILL1:11: <br />1 <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED FILL <br />PER GRADING PLAN <br />13'14' <br />ENGINEERED FILL <br />18' <br />CL ROADWAY R.O.W <br />3' <br />HOLD DOWN ELEVATION <br />TO MATCH LOW FLOOR ELEVATION <br />UNLESS OTHERWISE NOTED <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 />08/09/2022 <br />REVISION LOG <br />DESCRIPTION OF REVISIONSNO.DATE <br />SOUTHWIND HOLDINGS, LLC <br />PRELIMINARY PLAT <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.08/09/2022 <br />1 8/19/22 REVISED PER CITY COMMENTS <br />2 10/31/22 REVISED PER UPDATED DELINEATION <br />3 11/18/22 REVISED PER CITY COMMENTS <br />4 11/21/22 STORM SEWER REVISIONS <br />DETAILS <br />VARIES VARIES <br />B618 CONCRETE C&G <br />12.5'12.5' <br />2%2% <br />R/W R/W <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 />6 <br />C13 <br />TYPICAL PAVEMENT SECTION <br />NTS <br />4 <br />C13 <br />STREET SECTION - FAIROAKS AVE, STREET A, STREET B, STREET C, STREET D <br />NTS <br />VARIES VARIES <br />B618 CONCRETE C&G <br />14'14' <br />2%2% <br />R/W R/W <br />5 <br />C13 <br />STREET SECTION - ONEKA PARKWAY <br />NTS <br />B618 CONCRETE C&G <br />SEE DETAIL 1, <br />TYPICAL PAVEMENT SECTION <br />SEE DETAIL 1, <br />TYPICAL PAVEMENT SECTION <br />B618 CONCRETE C&G <br />C14 <br />1 <br />C13 <br />FULL BASEMENT (FB) <br />NTS <br />2 <br />C13 <br />LOOK OUT (LO) <br />NTS <br />3 <br />C13 <br />WALK OUT (WO) <br />NTS