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© 2019 Westwood Professional Services, Inc. <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />R.O.W Q_ ROADWAY <br />10 MINJ <br />25 <br />3 <br />22 <br />15 <br />1 <br />I 14 <br />(VARIES) <br />Y I <br />U <br />FINISHED <br />GRADE AFTER HOUSE <br />a <br />m <br />Ld <br />FINISHED <br />GRADE FOR PAD <br />EL. OF GROUND <br />AT WALKOUT 8.2' <br />10' <br />BELOW GARAGE SLAB <br />GARAGE <br />FLOOR EL. <br />HOLD DOWN <br />0.5' TOPSOIL <br />UNLESS OTHERWISE <br />- <br />LIMITS <br />NOTED. ---- <br />� <br />/BASEM <br />- r- <br />L <br />-- -- -- ----�\ -- -- <br />��\� <br />------- ____ <br />------------�_ <br />3.00' TO <br />SUBGRADE <br />I <br />11 <br />0.5' TOPSOIL <br />0.67' <br />FLOOR -,' <br />` <br />f- ENGINEERED FILL <br />M PX----------- <br />ENGINEERED FILL <br />MATCH PROPOSED GROUND AT WALKOUT ELEVATION <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED <br />FILL <br />Villas <br />Walk -Out (WO) <br />SUITABLE BEARING <br />SOIL (TYP.) <br />N.T.S. <br />I <br />72' HOUSE PAD <br />I <br />R.O.W <br />IZ- ROADWAY <br />10' (MIN.) <br />47' <br />25' <br />3' <br />1 22' <br />15' <br />1' <br />14' <br />(VARIES) <br />QI <br />FINISHED GRADE AFTER HOUSE <br />I <br />EL. OF GROUND <br />AT LOOKOUT 5.0' I <br />m <br />~ <br />N <br />GRADE FOR PAD <br />BELOW GARAGE SLAB <br />UNLESS OTHERWISE <br />4FINISHED <br />10' <br />NOTED. <br />GARAGE FLOOR EL. <br />HOLD DOWN <br />LIMITS <br />0.67' <br />�� <br />--- <br />-- -------- <br />- <br />---- _ <br />_ <br />I <br />------------T- --------------- <br />15' <br />3.00' TO SUBGRADE <br />0.5' TOPSOIL <br />BASEMENT FLOOR <br />`� <br />i' <br />ENGINEERED <br />FILL <br />0.5' TOPSOIL <br />� i� <br />ENGINEERED <br />FILL' <br />�• i <br />f/, ENGI <br />EERED FILL <br />F <br />' <br />SUITABLE BEARING <br />SOIL (TYP.) <br />SUITABLE BEARING <br />SOIL (TYP.) <br />Villas Look -Out (LO) <br />N.T.S. <br />72' HOUSE PAD <br />R.O.W <br />Z ROADWAY <br />10' (MIN.) <br />47' <br />25' <br />3 <br />22 <br />15' <br />ill14' <br />(VARIES) <br />Y <br />UI <br />a <br />FINISHED GRADE AFTER HOUSE <br />I <br />m <br />FINISHED GRADE FOR PAD <br />V) <br />I <br />F <br />I <br />\ MAX <br />0.6 7' <br />10' <br />F <br />GARAGE FLOOR EL. <br />HOLD DOWN <br />------------ <br />LIMITS <br />PN <br />r <br />--- <br />- - -- -- -- <br />------ <br />- -- - <br />------------- _ <br />' - <br />3.00' TO SUBGRADE---------------- <br />- <br />' <br />15' <br />I <br />BASEMENT FLOOR <br />0.5' TOPSOIL <br />ENGINEERED FILL���\ <br />ENGINEERED <br />FILL <br />f� ENGINEER <br />D FILL <br />N 7W <br />SUITABLE BEARING <br />SOIL (TYP.) <br />Villas Rambler (R) <br />SUITABLE BEARING <br />SOIL (TYP.) <br />N.T.S. <br />I Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />I hereby certify that this plan was prepared by me or under my Revisions: <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of bfinnesote./12 <br />0 /18 Revised Pond / 2 /19 Revised per Plot 11 _ <br />11/04/19 Revised NW Villas Grading <br />12/12/19 Revised for 5th Add. _ <br />john Bender 12/27/19 Phase 2 Record Grading <br />Dates 03/11/20 License No, 43358 <br />3F52 CONCRETE SIDEWALK <br />CLASS 5 AGGREGATE BASE <br />)% CRUSHED GRAVEL) <br />�'%Jwl MAnTCM SUBGRADE <br />CON C. WALKWAY <br />NO SCALE <br />;AL PA\ <br />NO SCALE <br />1 1 /2" BIT. WEARING COURSE <br />MNDOT SPEC 2360, TYPE SP <br />9.5 WEAR COURSE (3.B)(SPNWEA340B) <br />TACK COAT, MnDOT 2357 <br />2 1 /2" BITUMINOUS BASE COURSE <br />MNDOT SPEC. 2360, SP12.5 NON WEAR <br />COURSE (3.B)(SPNWB330B) <br />8" CLASS 5 AGGREGATE BASE <br />(100% CRUSHED) <br />24" MNDOT 2211 CLASS AGGREGATE SUB -BASE <br />(100% CRUSHED) <br />GEOTEXTILE FABRIC, FOR CLAY <br />SUBSOILS - MIRAFI 50OX <br />(AS DIRECTED BY GEOTECHNICAL ENGINEER) <br />54' (ROW) <br />28' &-F) <br />30' -B) <br />6" MIN12' 15' 15' 6' 5' 1 <br />. <br />TOPSOIL <br />(TYP.) 39; �2.0% 2.0% 3% 2% <br />SIDEWALK (TYP.), <br />VERIFY LOCATION <br />1.5:1 SLOPE <br />2.0' BOC PROFILE GRADE SURMOUNTABLE <br />GRADING GRADE CURB & GUTTER <br />40" <br />FONDANT TRAIL N. STA 27+25.98-45+00 <br />SIDEWALK RIGHT <br />N.T.S. <br />10' <br />6" . <br />TOPMSOIINL <br />(TYP.) �3% <br />1.5:1 SLOPE <br />2.0' BOC � <br />1' 5' 7' <br />2% 3% <br />SIDEWALK (TYP.), \ <br />VERIFY LOCATION <br />1.5:1 SLOPE <br />2.0' BOC ---- <br />50' (ROW) <br />28' (F-F) <br />30 B-B <br />15' i 15' <br />2.0% <br />2.0% <br />5��; <br />PROFILE GRADE <br />GRADING GRADE <br />40" <br />FLINT CIRCLE N. <br />SIDEWALK RIGHT <br />N.T.S. <br />60' (ROW) <br />32' (F-F) <br />34' B-B) <br />10' <br />3= <br />SURMOUNTABLE <br />CURB & GUTTER <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />WOOD FIBER EROSION <br />CONTROL BLANKET <br />3• � � 3•• 1 <br />4' <br />TEMPORARY DIVERSION DITCH <br />NO SCALE <br />60' (ROW) <br />32' (F-F) <br />34' (B-B) <br />6" MIN. 13' 17' 17' 13' <br />TOPSOIL �- 3% - <br />(TYP.) 3% 2.0% 2.0% <br />1.5:1 SLOPE <br />2.0' BOC PROFILE GRADE SURMOUNTABLE <br />GRADING GRADE CURB & GUTTER <br />40" <br />135TH STREET N. STA 1 +00-3+50 <br />137TH N. (,STA 1+00 <br />NO SIDEWALK <br />N.T.S. <br />50' (ROW) <br />28' (F-F <br />30' (B-B <br />1' 5' 4' 15' I 15' <br />2% 3% 2.0%, 2.0% <br />SIDEWALK (TYP.), - <br />VERIFY LOCATION <br />SURMOUNTABLE <br />CURB & GUTTER <br />PROFILE GRADE <br />GRADING GRADE <br />40" <br />FLETCHER LANE NORTH <br />SIDEWALK LEFT <br />N.T.S. <br />60' (ROW) <br />32' (F-F) <br />34' (B-B) <br />17' I <br />17' 13' <br />13' 17' <br />I 17' <br />6" MIN, <br />6" MIN. <br />2.0% <br />2.0% 3% <br />TOPSOIL <br />TOPSOIL <br />3% 2.0% <br />2.0% <br />(�.) <br />(�.) <br />_T � <br />PROFILE GRADE <br />SURMOUNTABLE <br />SURMOUNTABLE <br />PROFILE GRADE <br />GRADING GRADE <br />CURB & GUTTER <br />CURB & GUTTER <br />RAIDING GRADE <br />40" <br />135TH STREET N. (STA 3+50-11 +30) <br />FLAY AVENUE <br />SIDEWALK LEFT <br />N.T.S. <br />10' <br />15' <br />28' (F-F) <br />30' B-B) <br />1 <br />15' <br />6" MIN. <br />TOPSOIL <br />(TYP-)�3% <br />2.0% <br />2.0% <br />PROFILE GRADE <br />1.5:1 SLOPE <br />GRADING GRADE <br />2.0' BOC <br />40" <br />137TH STREET <br />N. (STA <br />6+20-9+20� <br />SIDEWALK RIGHT <br />N.T.S. <br />JIHB Prepared for: <br />Checked: JIHB <br />Drawn: DJW <br />Record Drawing by/date: DMW <br />40" <br />135TH STREET N. (STA 11 +30-17+80) <br />137TH STREET N. (STA 2+80-6+20) <br />SIDEWALK RIGHT <br />N.T.S. <br />3% > > > <br />SURMOUNTABLE LLOT PROFILE <br />CURB & GUTTER <br />DIRECTION "OF: FLOW.....:: <br />STREET PROFILE . <br />DIRECTION OF ON STREET <br />LOT BENCHING DETAIL <br />NO SCALE <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />Adelaide Landing 4th & 5th Add. <br />Phase 2 grading <br />ADELAIDE <br />- L A N D I N G- <br />Hugo, MN <br />10' <br />6" MIN. <br />TOPSOIL <br />3% (TYP.) <br />1 SLOPE <br />2.0' BOC <br />7' 5' 1' <br />3% 2% <br />SIDEWALK (TYP.), <br />VERIFY LOCATION <br />1.5:1 SLOPE <br />2.0' BOC <br />Latest Revision Date:03/11/20 <br />0008463DTF21.dwg <br />Date: 10/02/18 sheet: 9 of 9 <br />Details <br />