Laserfiche WebLink
920 <br />915 <br />910 <br />905 <br />900 <br />895 <br />890 <br />885 <br />880 <br />920 <br />915 <br />910 <br />905 <br />900 <br />895 <br />890 <br />885 <br />880 <br />POND 100 <br />NWL = 902.5 <br />PER HYDROCAD MODEL: <br />100 YR HWL = 905.1 <br />10 DAY SNOWMELT = 904.9 <br />CULVERT #1 <br />30" F.E.S. <br />(TIE ALL JOINTS) <br />INV. 901.30 <br />RE=905.50 <br />BLD=4.00' <br />18" F.E.S. <br />W/TRASH GUARD <br />PLACE 9 C.Y. <br />CL 3 RIP RAP <br />W/FILTER FABRIC <br />(TIE LAST 3 JOINTS) <br />WE11 AND <br />NWL = 902.0 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />60'-18" RCP <br />CL 5 0 0.50% <br />36'-18" RCP <br />CL 5 0 8.44% <br />0 <br />N <br />24" F.E.S. <br />W/TRASH GUARD <br />PLACE 14 C.Y. <br />CL 3 RIP RAP <br />W/FILTER FABRIC <br />(TIE ALL JOINTS) <br />30" <br />F.E.S. <br />I AKE 200 <br />NWL = 901.8 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />34'-30" RCP <br />CL 3 ® 1.47% <br />WETLAND <br />NWL = 902.0 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />1 <br />POND 100 <br />NWL = 902.5 <br />PER HYDROCAD MODEL <br />100 YR HWL = 905.1 <br />10 DAY SNOWMELT = 904.9 <br />CULVERT #2 <br />OUTLOT D <br />ISEE SHEET 9 I <br />4 <br />24" F.E.S. <br />W/TRASH GUARD <br />WETLAND <br />NWL = 902.0 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />18" F.E.S. <br />W/TRASH GUARD <br />PLACE 9 C.Y. <br />CL 3 RIP RAP <br />W/FILTER FABRIC <br />(TIE ALL JOINTS) <br />LAKE 200 <br />NWL = 901.8 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />45'-24" RCP 38'-18" RCP <br />CL 3 ® 0.45% CL 5 ® 0.25% <br />i / / v) ® 1 <br />/ / 1 <br />f <br />/ <br />V� -____,-' OUTLOT D <br />LAKE 200 <br />NWL = 901.8 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />RE=904.60 <br />BLD=3.80' <br />EXISTING <br />GROUND <br />PROPOSED <br />GRADE <br />CULVERT #2 <br />15" F.E.S. <br />PLACE 8 C.Y. <br />CL 3 RIP RAP <br />W/FILTER FABRIC <br />(TIE ALL JOINTS) <br />POND 400 <br />NWL = 901.9 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />30'-18" RCP <br />CL 5 0 6.07% <br />10" SAN SWR <br />CROSSING <br />FES <br />In <br />FES/ <br />WETLAND <br />NWL = 902.0 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />30'-12" RCP <br />CL 5 0 0.50% <br />16" WM <br />CROSSING <br />40'-15" RCP <br />CL 5 0 0.50% <br />UTLOT\ B <br />GENERAL NOTES: <br />1. INSTALL SEDIMENT CONTROL <br />BARRIER INSERTS ON ALL <br />CATCH BASINS (SEE DETAIL). <br />2. ALL JOINTS TO BE WRAPPED <br />WITH GEOTEXTILE FABRIC (SEE <br />DETAIL STR-11) <br />) FES <br />POND 400 <br />NWL = 901.9 <br />100 YR HWL = 903.8 <br />D Y SNOWMELT = 904.2 <br />NWL = 901.8 <br />100 YR HWL = 903.8 <br />10 DAY SNOWMELT = 904.2 <br />STORM SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />TYPE & No. <br />SIZE <br />or EQUAL <br />CB-141 <br />24"x36" <br />R-3067-VB <br />CBMH-140 <br />48" DIA. <br />R-3067-VB <br />OCS-100 <br />SEE DETAIL <br />OCS-400 <br />SEE DETAIL <br />DITCH <br />100 YR HWL = 904.1 <br />10 DAY SNOWMELT = 904.5 <br />(PER RCWD MODEL) <br />STA. 7+25 <br />STA. 7+25 <br />100 <br />(IN FEET) <br />BENCHMARK <br />1. Anoka County Benchmark No. 2011 set <br />In the ground Ina covered tube <br />located 150 feet westerly of the <br />centerline of Rondeau Road West and <br />40 feet northerly of the centerline of <br />C.S.A.H. No. 14. Elevation=894.878 <br />(NANO 88) <br />2. Top Nut Hydrant East of the Southeast <br />entrance to Lino Lakes Elementary <br />School. Elevation=920.009 (NAND 88) <br />100 YR HWL = 904.1 <br />10 DAY SNOWMELT = 904.5 <br />(PER RCWD MODEL) <br />920 <br />915 <br />910 <br />905 <br />900 <br />895 <br />890 <br />885 <br />Carlson environmental <br />C <br />• • engineering <br />McCa <br />in in�� <br />urveying <br />3890 Pheasant Ridge Drive NE, Suite 100 <br />Blaine, MN 55449 <br />Phone: (763) 489-7900 <br />Fax: (763)7489-77959www.com <br />I herebycertifythat this plan,specification Print Name: Brian J. Krystofiak, P.E. <br />or P <br />ry <br />report was prepared by me or under my <br />direct supervision and that I am a duly Signature: <br />Licensed Professional Engineer under <br />the laws of the State of Minnesota Date'. 5/13/19 License #. 25063 <br />Drawn: KRO <br />Designed: BIK <br />Date 5/13/19 <br />Revisiens. <br />1. 6/12/19 per City Comments. <br />2. 1/16/20 per City Comments <br />3. 8/14/20 Remove Beaver Prevention Device Per Watershed <br />4. 8/26/20 Remove Rip -Rap from ditch <br />PREFERRED BUILDERS, INC. <br />6750 Stillwater Boulevard N, Suite #4 <br />Stillwater, MN 55082 <br />NATURES REFUGE <br />Lino Lakes, MN <br />STORM SEWER <br />8 <br />of <br />22 <br />(satiroar. rear/a- 2a15,.12 <br />