2017.10.02 CC Packet - Laserfiche WebLink

Home

d2017 Westwood Professional Services, Inc. i I L_ I J.' Call 48 Hours before digging: 811 or =11811.com ,f .� .:'...�..• .. .'"`�� ;'r ...I L.... -r:. L .. Common Ground Alliance .. ,'C �, - Dl;i..L37 k . • ._ 1ti .:,;�. -; -1 GENERAL NOIES� -.- .. TTS • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS ' II I' OTHERWISE NOTED. '1 f _ f �-1 I J I .. ,;,w .. -- ........-I_. : ..I �(HE FINAL PLAT -.• ,. '�_ � ��. 1 � ...9 .. ,r � OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. ,--„—fT THE CONTRACTOR SMALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTIUTIES AND iIii2� 21 10.'YR MWL=9.28 5 - ID'-60.TTOIN=9 0 0 V. �'t r a M Ma _ In VIVO 11 IN =771,71 ILO • - I Ph•aL962I93TS16a 76a9A,na DN Faz 962193TS832 Eden Pr m, MN 55344 TdF paaI9315160 wedwoodpIm YYedwood PYofesit I fet km htc TOPOGRAPHICAL FEATURES W11H_THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS .� �" • THE CONTRACTOR IS M CONTACT GOPHER STATE 'ONE CALL' FOR UTILITY LOCATIONS AT 454-0002 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL MAINTAINED TURF OR GROUND COVER HAS BEEN ESTABLISHED, D INCH)G SILT FENCE GR SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED FIELD CO TO THE GRADING CONTRACT IT IS OF EXTREME IMPORTANCE TO BE AIME OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL T •...,� '..,..__..... PONDING DIKES HAYBALES, ETG, REQUIRED BY AGENCIES/DINNER SHALL BE INCIDENTAL ENTAL TO TD THE -..,.•'-,..... GRADING. ,_ , ,. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTIUTIES • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE - _ NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT REQUIREMENTS ' `-- • ALL STREETS DISTURBED WRING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROC( ENTRANCE TO THE SITE MUST BE PROVIDE) ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT. THROUGH THE PROJECT, TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT % TRAPPING SYSTEMS INSTALLED AROUND THEM. • THE STE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TRIES. THE CONTRACTOR SHALL ` BE RESPONSIBLE FOR TEMPORARY DITCHES PIPING OR OTHER MEMS REWIRED TO INSURE PROPERDRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. _ • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE _ • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK .F D • AREA TO BE GRADED - 118t AG C% • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. % • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS. CONSTRUCTION DEBRIS STOCKPILES, TOILETS. AND WASHOUTS). I h. e , •eef, thM tly p4• w•. P.W� by me W may EDT A m•a �wr= me m. l ®. d•I7 u®.ea peas®N,u HNGINPJQ mdn dr Ln d the SM1k d Mumeda m ) Lity fbnment• 'J/�t!/b�r T c r camtnam JohnBender-- nMa 08/23/17 T.I�.eNa 43358 --'� 4+yILe� IED_Phrarredtor. IDI- De roe OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St T.Dm Park, MN 55416 DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES PHASE LINE DENOTES EXISTING CONTOURS _980— DENOTES PROPOSED CONTOURS c DENOTES EXISTING STORM SEWER yF�u►�l DENOTES PROPOSED STORM SEWER rvwv� DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION 4 DENOTES BIO -ROLL EROSION CHECKS E.D.F. DENOTES EMERGENCY OVERFLOW �. ELEVATION DENOTES DELINEATED WETLAND x +f+ O' 200' 400' 600' 00084630AFOI.dwg Date 05/19/17 sheet: 2 OF 1$ Overall Grading, ADELAIDE Drainage and — L A N D I N G— Erosion Control Hugo, MN Plan, TI LIMIT OF, PHASE 1 -' —..W it :..r r .'' :. -' :-:`• UTILITY & STREET - < CONSTRUCTION �to OUTLET EL -9300 -'�"` �OU TEL=930.0 327"? 100 YR Vtl� 932.5 00 YR HWL=932.5 POND BOTTOM -920.0 c 921.0 PO BOTTOM 920 O f SII / 4+yILe� IED_Phrarredtor. IDI- De roe OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St T.Dm Park, MN 55416 DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES PHASE LINE DENOTES EXISTING CONTOURS _980— DENOTES PROPOSED CONTOURS c DENOTES EXISTING STORM SEWER yF�u►�l DENOTES PROPOSED STORM SEWER rvwv� DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION 4 DENOTES BIO -ROLL EROSION CHECKS E.D.F. DENOTES EMERGENCY OVERFLOW �. ELEVATION DENOTES DELINEATED WETLAND x +f+ O' 200' 400' 600' 00084630AFOI.dwg Date 05/19/17 sheet: 2 OF 1$ Overall Grading, ADELAIDE Drainage and — L A N D I N G— Erosion Control Hugo, MN Plan,