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o 2017 Westwood Professional Services, Inc. <br />Call 48 Hours before digging: <br />(w 811 or cal1811.com <br />I° o O Common Ground Alliance <br />F CC -I- iL <br />/ q�Q� GENERAL NOTES: <br />934 � � °D • <br />o I ) I 93 932 Z ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS <br />a 4 932 Za OTHERWISE NOTED. <br />• REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />' �,� I �� �/ () Q • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND <br />�� Q 1 A TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE <br />a�, 930 r J I CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS <br />f' THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. <br />930 1 Q ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY <br />o / \ C -A EXCAVATION CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS <br />Q U L / Q �° " v rn BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND <br />OT 9 <br />L ;1�_ _�.; O SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO <br />A <br />I a P 110 OM- .� / / % p� C:. Z �,S�I /� /, ? C� <, 930-' , ~' e V Q 900 �' BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY <br />N / / _ @ \ p S� ` 6 \ i v \ \ Q r-^ PONDING, DIKES, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE <br />' ) 0 / �� GRADING. <br />' o ) -930 0 "� <br />P( / 4 a� o n oo L� 4�M b �- c— • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES <br />0 1 <br />o 0 -� � / Q �/ � � � b O �4 ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE <br />NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. <br />• ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH <br />WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO <br />�, O 928 v 4 0 REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. <br />OUTLO D <br />J • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />00 1 L�7� 1 THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, <br />II"YI - 9 8 � L) o // 1 TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE. <br />926 p ° J • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION <br />T—TJ O A oo 928 ( Mi9 UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT <br />° 9 / a, TRAPPING SYSTEMS INSTALLED AROUND THEM. <br />\ <br />/ r -� ` �� 1 �� �- ✓ 9�8 g�� v / • THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL <br />° Q YYQ •5 1� /�� ° I `�' / / —� BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE <br />rfp ND 20 =900.0 l �c\J V ,� PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS <br />C v' MUST BE PROVIDED WITH A POSITIVE OUTFLOW. <br />OUTLET EL 928.5 p 2. �l G 0 � n /r 12 \ <br />x _ — ° I O <br />100 YR HW 931.0 _ _ PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING <br />POND BOTTOM 918.5 o a W I ' r— —i I I I f D TI _ \ �, /l1 Q SHALL BE CONCURRENT WITH EARTHWORK ON SITE. <br />1b EXISTING <br />14 C�i FLOODPLAIN (TYP.) HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. <br />_ g <br />_ n • AREA TO BE GRADED = 118t AC. <br />a �� �' t" -930 <br />��V / c • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. <br />PONS S 160 ` _ / / \ — /\ • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. <br />OUTLET EL= POND 8 / // • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS, <br />o ✓ 100 YR HWL=928.5 - -' N �° / ( l o C CONSTRUCTION DEBRIS STOCKPILES, TOILETS, AND WASHOUTS). <br />ONCE `OTT -=9 0.0 0 ` �' , w OUTLET EL=930.0 — <br />in <br />_ <br />_ _ _ <br />ON U pN��,o — � -7 / � _���,--- - ----- ------ _ J -- --- OND 6-------------- — —_ <br />o <br />�OU ET E —9 $� o� n� I / / — g30 �r ✓w OUTLET EL 930.0 1 ` <br />0 R HWS= N ' �, a I �/ — — L� —� pv vPOND 7 100 YR HWL— 2.5—�6— <br />OND OTTOM= 98. w — — — — — / <br />; OUTLET EL=93 .0 POND BOTTOM=924.0 <br />100 YR HWL=93 .0 0 5 e <br />a U I s / / c POND BOTTOM=92 .0 /, OUTLL"I L, ° OUTLET EL=�)30.5­3 36� <br />100 YR HWL=932.3 Z 4 <br />'� POND BOTTOM=922.0 <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 />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 />ENGIIVEEitunderf the State of Minnesota 08/01/17 City Comments – <br />8/23/17 Revisions <br />09/22/17 City Comments <br />02/19/18 Record Plans <br />john Bender 05/02/18 Updated Plat Additions <br />Date 05/02/18 License No. 43358 <br />im Prepared for: <br />Checked: DJW <br />Drawn: SFB <br />Record Drawing by/daite: JFM <br />OP.5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />0' 200' 400' 600' <br />Latest Revision Date: 05/02/18 <br />00084630AF01.dwg <br />Adelaide Landing, 1st & 2nd Add. Date: 05/19/17 Sheet- 2 of 15 <br />0 Overall Grading, <br />ADELAIDE Drainage and <br />L A N D I N G Erosion Control <br />Hugo, MN Plan <br />