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© 2019 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance I 1 �� 'i! ��/Its--`1�� , �- �' ,' �,'/�� / � � ♦ �%�` Milt v �I • ��Ile` ,1 .•. , C� T \ ......... . .... ....... . s II II III : I � . .......... I I rid V. ...:...:........... I �. I I I \ I J I :4s —Qr CILIF.[ E o \ f I \ �E c \�> L o 1 \ \ M1,7- GENERALTIIII 1 'j/�jII I /� \ \ / - m V NOTES: UGED• • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING OTHERWISE NOTED. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. SHALL BE CONCURRENT WITH EARTHWORK ON SITE. DENOTES SOIL BORING x 856.3 DENOTES EXISTING SPOT ELEVATION • REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. �SFII� DENOTES SILT FENCE DENOTES PROPOSED SPOT ELEVATION ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • AREA TO BE GRADED = 45f AC. M--SFDENOTES POST GRADING SILT FENCE DENOTES BIO-ROLL EROSION CHECKS TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE o CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. �HDSF� DENOTES HEAVY DUTY SILT FENCE DENOTES EMERGENCY OVERFLOW • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. 9$0 DENOTES EXISTING CONTOURS THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. �_ E.O.F. ELEVATION TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE. .. • i• I � • I • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS, --.-980 - DENOTES PROPOSED CONTOURS • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION CONSTRUCTION DEBRIS STOCKPILES, TOILETS, AND WASHOUTS). DENOTES DELINEATED WETLAND EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT o--DD--0 DENOTES EXISTING STORM SEWER BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND TRAPPING SYSTEMS INSTALLED AROUND THEM. SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO DENOTES PROPOSED STORM SEWER 0' 100' 200' 300' BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL PONDING, DIKES, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE DENOTES EXISTING TREE LINE Latest Revision Date:03/11/20 GRADING. PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. DENOTES APPROXIMATE TREE 00084630AF02.dwg • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES REMOVAL LIMITS Adelaide Landing 4th & 5th Add. I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 11/07/18 Revised Pond 12 /22/19 Revised per Plat 12 12/12/19 Revised for 5th Add. 12/27/19 Phase 2 Record Grac John Bender 03/11/20 137th St. Sidewalk Dates 03/11/20 License NM 43358 JEIB Prepared for: Checked: JHB Drawn: DJW Record Drawing by/date: DMW 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Phaee 2 Grading ADELAIDE — L A N D I N G— Hueo. MN Date: 10/02/18 sheet: 2 of 9 Overall Grading Drainage and Erosion Control Plan