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o 2017 Westwood Professional Services, Inc. <br />936.5111 <br />D J <br />NTLD J <br />)T 919.0 <br />LET 919.2 <br />VL 919.6 <br />1 <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 westwoocips.com <br />Westwood Professional Services, Inc. <br />I hereby certify that this plan was prepared by me or under my Revision& <br />direct supervision and that I am a duly licensed PROFESSIONAL _ <br />ENGINEER under the laws of the State of Minnesota. 02/16/18 Revised per Client Request <br />03/19/18 City Comments <br />john Bender <br />Date 03/19/18 L,=w No. 43358 <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 />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 />520.5 <br />20 Lol <br />524 O <br />i <br />LOT CORNER ELEVATION <br />LOT NUMBER <br />DRAINAGE ARROW <br />FINISH GROUND ELEVATION <br />AT REAR OF PAD <br />( IF APPLICABLE ) <br />MINIMUM BASEMENT FLOOR <br />ELEVATION <br />FRONT GARAGE SLAB ELEVATION <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 />W0, SWO = GRADED FOR 8.2' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = WALKOUT <br />LO = LOOKOUT <br />R = RAMLER <br />SILO = SIDE LOOKOUT <br />NOTE: <br />THE (1) INDICATES THAT THE GARAGE IS <br />1 BLOCK OR 0.7 FEET BELOW THE FIRST <br />FLOOR ELEVATION. <br />TYPICAL LOT <br />pedgnea: cry Prepared for: <br />CPDC-Pratt-Oakwood LLC Partnership�aw= <br />3500 Willow Lk Blvd. Suite 100 <br />Record Drawing by�date Vadnais Heights, MN 55110 <br />0 100' 200' 300' <br />NOT FOR CONSTRUCTION <br />Latest Revision Date:03/19/18 <br />0008260GDPO3.dwg <br />Date:02/05/18 Sheet: 9 of 16 <br />Oneka Place PreliminaryGrading <br />Drainage and <br />Hugo, Minnesota Erosion Control <br />DENOTES <br />SOIL BORING <br />DENOTES <br />SILT FENCE <br />DENOTES <br />HEAVY DUTY SILT FENCE <br />—980 <br />DENOTES <br />EXISTING CONTOURS <br />--980---, <br />DENOTES <br />PROPOSED CONTOURS <br />D—�- <br />DENOTES <br />EXISTING STORM SEWER <br />�►►� <br />DENOTES <br />PROPOSED STORM SEWER <br />DENOTES <br />EXISTING TREE LINE <br />DENOTES <br />APPROXIMATE TREE <br />REMOVAL <br />LIMITS <br />x 856.3 <br />DENOTES <br />EXISTING SPOT ELEVATION <br />66.30 <br />DENOTES <br />PROPOSED SPOT ELEVATION <br />0_0C10% <br />DENOTES <br />BIO—ROLL EROSION CHECKS <br />DENOTES <br />EMERGENCY OVERFLOW <br />E. o. F. <br />ELEVATION <br />❑ <br />WETLAND <br />BUFFER MONUMENT <br />PROPOSED WETLAND FILL <br />PROPOSED WETLAND REPLACEMENT <br />PROPOSED WETLAND RESTORATION TO BE SEEDED <br />520.5 <br />20 Lol <br />524 O <br />i <br />LOT CORNER ELEVATION <br />LOT NUMBER <br />DRAINAGE ARROW <br />FINISH GROUND ELEVATION <br />AT REAR OF PAD <br />( IF APPLICABLE ) <br />MINIMUM BASEMENT FLOOR <br />ELEVATION <br />FRONT GARAGE SLAB ELEVATION <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 />W0, SWO = GRADED FOR 8.2' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = WALKOUT <br />LO = LOOKOUT <br />R = RAMLER <br />SILO = SIDE LOOKOUT <br />NOTE: <br />THE (1) INDICATES THAT THE GARAGE IS <br />1 BLOCK OR 0.7 FEET BELOW THE FIRST <br />FLOOR ELEVATION. <br />TYPICAL LOT <br />pedgnea: cry Prepared for: <br />CPDC-Pratt-Oakwood LLC Partnership�aw= <br />3500 Willow Lk Blvd. Suite 100 <br />Record Drawing by�date Vadnais Heights, MN 55110 <br />0 100' 200' 300' <br />NOT FOR CONSTRUCTION <br />Latest Revision Date:03/19/18 <br />0008260GDPO3.dwg <br />Date:02/05/18 Sheet: 9 of 16 <br />Oneka Place PreliminaryGrading <br />Drainage and <br />Hugo, Minnesota Erosion Control <br />