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2017 Westwood Professional Services, Inc. <br />Side -Load Villa Lot <br />(No Scale) <br />0 <br />--Ln ___ <br />N LO = GRADED FOR 4.33' DIFFERENCE FROM <br /><D FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = GRADED FOR 7.33' DIFFERENCE FROM <br />DRAINAGE &`L �\ FINISH GROUND ELEVATION AT REAR OF PAD <br />UTILITY EASEMENT � <br />TO FRONT GARAGE SLAB ELEVATION. <br />�,�� , � � <br />WID — <br />SETBACK LINE C WALKOUT <br />FINISHED GRADE ELEVATION 9A� R =RAMBLER <br />R = LOOKOUT <br />LOT NUMBER �, su' <br />SOG = SLAB ON GRADE <br />MINIMUM BASEMENT FLOOR ELEVATION <br />FRONT GARAGE SLAB ELEVATION — — � (1) =DENOTES ADDITIONAL STEPS IN GARAGE <br />SIDE LOADED GARAGE , <br />DRIVEWAY <br />STREET <br />Front -Load Villa Lot <br />(No Scale) <br />STREET <br />DRAINAGE & <br />UTILITY EASEMENT <br />SETBACK LINE <br />NISHED GRADE ELEVATION <br />T DIMENSION <br />T NUMBER <br />NIMUM BASEMENT <br />OOR ELEVATION <br />=RONT GARAGE SLAB ELEVATION <br />FRONT LOADED GARAGE <br />ZIVEWAY <br />LO = GRADED FOR 4.0' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = GRADED FOR 7.0' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = WALKOUT <br />LO = LOOKOUT <br />R = RAMBLER <br />SOG = SLAB ON GRADE <br />(1) = DENOTES ADDITIONAL STEPS IN GARAGE <br />Typical SF Lot <br />(No Scale) <br />DRAINAGE & <br />UTILITY EASEMENT <br />SETBACK LINE <br />LOT DIMESNION <br />LOT NUMBER <br />MINIMUM BASEMENT <br />FLOOR ELEVATION <br />FRONT GARAGE SLAB ELEVATION <br />TES GARAGE LOCATION <br />\5TK.Ejff T <br />DRIVEWAY <br />LO = GRADED FOR 5.0' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = GRADED FOR 8.0' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = WALKOUT <br />LO = LOOKOUT <br />R = RAMBLER <br />SOG = SLAB ON GRADE <br />(1) = DENOTES ADDITIONAL STEPS IN GARAGE <br />EROSION CONTROL NOTES: <br />ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE <br />PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL <br />VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE <br />ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED <br />INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE <br />AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. <br />TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE <br />INCIDENTAL TO THE GRADING CONTRACT. <br />ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END <br />OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED <br />ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. <br />GENERAL GRADING & DRAINAGE NOTES: <br />ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER <br />GRADES UNLESS OTHERWISE NOTED. <br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING <br />UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY <br />PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE <br />ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. <br />ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />R/W R/W R/W <br />50' 50' <br />CL ROAD CL ROAD <br />22' (STA. 15+87 TO 29+32) 28' (STA. 15+87 TO 29+32) <br />TRANSITION 22'-25 (STA. 29+32 TO 31+31) TRANSITION 28'-25' (STA. 29+32 TO 31+31) <br />25' (STA. 30+30 TO 30+67) 25' (STA. 30+30 TO 30+67) 22' 28' <br />7' (STA. 15+87 TO 29+32) 13' (STA. 15+87 TO 29+32) <br />TRANSITION 7'-10' (STA. 29+32 TRANSITION 13'-10' (STA. 29+32 <br />TO 31+31) TO 31+31) 7' <br />10' (STA. 30+30 TO 30+67) 15' 15' 10' (STA. 30+30 TO 30+67) 15' 1 15' <br />1' <br />4' 8' <br />DWY VARIES 8% MAX. <br />TURF VARIES 15% MAX. <br />6" TOPSOIL AND SEED <br />R/W <br />10' <br />MODIFIED S <br />CONCRETE CURB AND GUTTER BIT TRAIL DWY VARIES 8% MAX. <br />PER CITY DETAIL <br />TURF VARIES 15% MAX. <br />2% SLOPE 2% SLOPE 2.0% SLOE (WITH TRAIL) (WITHOUT TRAIL) <br />�- <br />N <br />BIT. TRAIL (STATION 15+87 TO 26+48) <br />NO TRAIL (26+48 TO 30+67) <br />FABLE ROAD NORTH TYPICAL STREET SECTION <br />25' <br />15' <br />50' <br />CL ROAD <br />15' <br />25' <br />10' <br />MODIFIED S <br />CONCRETE CURB AND GUTTER DWY VARIES 8% MAX. <br />DWY VARIES 8% MAX. PER CITY DETAIL TURF VARIES 15% MAX. <br />TURF VARIES 15% MAX. (WITHOUT TRAIL) <br />2% SLOPE 2% SLOPE <br />6" TOPSOIL AND SEED <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />STREET 2 TYPICAL STREET SECTION <br />I hereby certify that this plan was prepared by me or under my I Revisionm <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />F.N(W-4 t under the laws of the State of Minnesota. 08/16/17 — City Comments <br />John Bender, PE <br />Dates 08/16//17 Liaenae No. 43358 <br />YL <br />DWY VARIES 8% MAX. <br />TURF VARIES 15% MAX. <br />6" TOPSOIL AND SEED <br />MODIFIED S <br />CONCRETE CURB AND GUTTER <br />PER CITY DETAIL <br />2% SLOPE 2% SLOPE <br />°I° <br />STREET 1 TYPICAL STREET SECTION <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 />12" CLASS 5 AGGREGATE BASE <br />(100% CRUSHED) <br />24" MNDOT 2211 CLASS AGGREGATE SUB—BASE <br />(100% CRUSHED). Shall be Select Granular. <br />GEOTEXTILE FABRIC, FOR CLAY <br />SUBSOILS — MIRAFI 50OX <br />TYPICAL PAVEMENT <br />NO SCALE <br />P*Ped; W <br />Checked: JFIB <br />Drawn: SFB <br />Record Drawing by date: <br />Prepared for: <br />13' <br />1' - <br />4' 8' <br />BIT TRAIL <br />2.0% SLOPE <br />R/W <br />SEDIMENT CONTROL <br />DEVICES ON STORM <br />STRUCTURES (TYP.) <br />TEMPORAR) <br />CONSTRUCT <br />ENTRANCE <br />SILT FENCE OR C <br />PERIMETER CONTROL JLLJIIVI LIV I VVIV II\VL <br />ALONG BACK SIDE OF DEVICES ON STORM <br />CURB LINE OR EXISTING SOD. STRUCTURES (TYP.) <br />-FENCE OR OTHER <br />IMETER CONTROL AROUND <br />PERTY LINE WHERE THERE <br />'OSITIVE SLOPE TO OFFSITE <br />DRAINAGE ARROW <br />(TYP.) <br />YARD TO HAVE <br />0.5' OF TOPSOIL <br />UPON COMPLETION <br />OF HOME CONSTRUCTION <br />TYPICAL STREET <br />CURB AND GUTTER <br />TYPICAL STREET <br />CENTERLINE <br />TYPICAL EROSION CONTROL FOR SINGLE FAMILY HOME CONSTRUCTION <br />SEDIMENT CONTROL <br />DEVICES ON STORM <br />STRUCTURES (TYP.) <br />TEMPORAR) <br />CONSTRUCT <br />ENTRANCE <br />`)R OTHER <br />DNTROL AROUND <br />JE WHERE THERE <br />LOPE TO OFFSITE <br />TYPICAL STREET <br />CURB AND GUTTER <br />YARD TO HAVE <br />0.5' OF TOPSOIL <br />UPON COMPLETION <br />OF HOME <br />CONSTRUCTION <br />SEDIMENT CONTROL <br />)EVICES ON STORM <br />STRUCTURES (TYP.) <br />SILT FENCE OR OTHER TYPICAL STREET <br />PERIMETER CONTROL SEDIMENT CONTROL CENTERLINE <br />ALONG BACK SIDE OF DEVICES ON STORM <br />CURB LINE OR EXISTING SOD. STRUCTURES (TYP.) <br />TYPICAL EROSION CONTROL FOR SINGLE FAMILY HOME CONSTRUCTION <br />(CORNER LOT) <br />BIT. WEARING COURSE <br />)OT SPEC 2360, TYPE SP <br />WEAR COURSE (3.B)(SPNWEA340B) <br />CLASS 5 AGGREGATE BASE <br />)% CRUSHED) <br />.,vi� PACTED SUBGRADE <br />BITUMINOUS TRAIL <br />NO SCALE <br />Elmcrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />ianle nil <br />Fifth <br />Addition <br />Huco. MN <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />0010423DTF02.dwg <br />Date: 07/20/17 sheet: 4 of 10 <br />Grading Details <br />