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D AND U EASEMENT (TYP) <br /> CL ROADWAY R.O.W <br /> 14' 13' 27' 3' 25' 25' 15' <br /> 2' HOLDDOWN R/W R/W <br /> AT ETBACK GFE FIFE PER GRADING PLOT VARIES VARIES A N D E R S 0 N <br /> BASIN HOLD DOWN —__ - -- - - - -- - - -- - - -- - --- - --- - --- - --- - - --� <br /> D AND UEASEMENT — — —— �� 12.5' 12.5' <br /> 13605 1st Avenue N . # 100 <br /> __ I B618 CONCRETE C&G B618 CONCRETE C&G I Plymouth, M N 55441 1 ae-mn.com <br /> -- — / �> I 2% 2% P 763.412.4000 1 F 763.412.4090 <br /> - - - - - — 10' / Anderson Engineering of Minnesota, LLC <br /> CONTINUE 2' HOLD DOWN � .�,� ,, <br /> THROUGHOUT HOUSE PAD AREA <br /> ENGINEERED FILL NGINEERED FILL <br /> ENGINEERED FILL—"""*'I <br /> BASEMENT FLOOR SUITABLE BEARING SOIL (TYP. I SEE DETAIL 1,� I <br /> TYPICAL PAVEMENT SECTION <br /> SUITABLE BEARING SOIL (TYP.) <br /> ONEKA PRAIRIE <br /> 1 FULL BASEMENT FB 4 STREET SECTION - FAIROAKS AVE, STREET A, STREET B, STREET C, STREET D <br /> G`1 NTS G'1 NTS <br /> SOUTHWIND HOLDINGS, LLC <br /> CL ROADWAY R.O.W <br /> 14' 13' 27' 3' 25' 25' R/W R/W <br /> Q' I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br /> ° 18 VARIES VARIES REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br /> N SUPERVISION AND THAT I AM A DULY LICENSED <br /> J <br /> Q PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br /> w 10' BEGIN HOLD DOWN GFE OF MINNESOTA. <br /> 0 D AND U EASEMENT _ __ _ _ FINISHED GRADE 14 14 <br /> UI _ — — — _ HOLD DOWN ELEVATION I B618 CONCRETE C&G B618 CONCRETE C&G I PRINT NAME: ADAM THIELE, PE <br /> _ _ — — _ TO MATCH LOW OPENING <br /> o _ _ — ——— ELEVATION UNLESS I 2% 2% <br /> j — — — __— — —— — _ — OTHERWISE N TED PER GRADING PLAN <br /> SIGNATURE: <br /> cn <br /> w -" �\ <br /> = ENGINEERED FILL <br /> cn 3' HOLD OWN _ DATE: 08/09/2022 LICENSE N0. 51317 <br /> o \ ENGINEERED FILL AT SETBACK — — — �—___ I SEE DETAIL 1, I REVISION LOG <br /> BASEMENT FLOOR <br /> j 7 I TYPICAL PAVEMENT SECTION <br /> ENGINEERED FILL 7 <br /> NO. DATE DESCRIPTION OF REVISIONS <br /> SUITABLE BEARING SOIL <br /> o SUITABLE BEARING SOIL (TYP.) 1 8/19/22 REVISED PER CITY COMMENTS <br /> a <br /> U 2 10/31/22 REVISED PER UPDATED DELINEATION <br /> O <br /> I 3 11/18/22 REVISED PER CITY COMMENTS <br /> !_ 2 LOOK OUT LO 5 STREET SECTION - ONEKA PARKWAY <br /> > C1 NTS C1 NTS 4 11/21/22 STORM SEWER REVISIONS <br /> U <br /> r <br /> O <br /> I <br /> O <br /> C� <br /> w <br /> PRELIMINARY PLAT <br /> a 08/09/2022 <br /> ry <br /> In <br /> Y CL ROADWAY ROW DESIGNED: DRAWN: CHECKED BY: <br /> z 14' 13' 27' 3' 25' 25' 18' AT JR AT <br /> 0 <br /> 1 DRAWING TITLE <br /> BEGIN HOLD DOWN 3' HOLD DOWN <br /> AT SETBACK <br /> AT D AND U EASEMEN GFE <br /> ~ — — — —— — H LD DOWN ELEVATION <br /> 0 _— —— MINIMUM PAVEMENT DESIGN STANDARD: <br /> cn 10, _ TO MATCH LOW FLOOR ELEVATION ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R <br /> o _ _— — — _ — \— UNLESS OTHERWISE NOTED VALUE AND PROJECTED ESAL (TRAFFIC) <br /> — — —— — — -- \ FINISHED GRADE <br /> om - - - - - � � DETAILS <br /> �\ <br /> ENGINEERED FILL j DETAIL A <br /> ~ \ ENGINEERED FILL \ PER GRADING PLAN <br /> 5:1\ \ 1 Z"TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) <br /> SPWEA240C (PG 58-28), MNDOT 2360 <br /> E SUITABLE BEARING SOIL (TYP.) BASEMENT FLOOR 2357 BITUMINOUS TACK COAT <br /> 0 <br /> 2 2"TYPE SP 12.5 BITUMINOUS NON-WEARING COURSE MIXTURE (2,C) DRAWING NO. <br /> Q SPWEB230C (PG58-28), MNDOT 2360 <br /> Q ENGINEERED FILL 8"AGGREGATE BASE (CLASS 5 OR SALVAGED/RECYCLED MATERIAL <br /> N MEETING CLASS 5 GRADATION), MNDOT 3138 <br /> N 7 <br /> E 04 24" SELECT GRANULAR EMBANKMENT, MNDOT 3149 <br /> SUITABLE BEARING SOIL (TYP.) <br /> N p <br /> 00 <br /> 6� 12"APPROVED SUBGRADE C14 <br /> I / <br /> 04 <br /> N <br /> oN � 3 WALK OUT WO 6 TYPICAL PAVEMENT SECTION <br /> N C 1 NTS 1 NTS <br /> PLOTTED: COMM. NO. <br /> N � <br /> o ---- 17004 <br /> z x <br />