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IP2 IP2 <br />IP2 IP2 <br />IP2 IP2 <br />HUDSON BOULEVARD N <br />OUTLOT B JULIA AVE N4 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br /> <br />N <br />O <br />R <br />T <br />H <br />2501 <br />2502 <br />2503 <br />2504 <br />2505 <br />2506 <br />2507 <br />2508 <br />2509 <br />2510 <br />2511 <br />2512 <br />9971004 <br />1005 10061018103010211015101510131000 <br />1014101410131012101110101009100810071006100510041003100210011000999998999999997995 <br />102 <br />0 <br />1 <br />0 <br />2 <br />51010101510201025100710081009101110121013101410161017101810191021102210231024102610271028101010151020102010251025103010301033 <br />9951000100510101015102099699799899910 <br />0 <br />1 1002100310041006100710081 <br />0 <br />0 <br />9 101110121 <br />0 <br />1 <br />3 101410161017101810191021102210 <br />2 <br />3 <br />10171018 <br />1015 <br />1012101310141016 <br />1000 <br />1005 <br />1010 <br />1000 <br />1005 <br />1010 <br />995 <br />1000 <br />995 <br />1000 <br />1005 <br />1010 <br />1010 <br />1010 1012 10131016 <br />101 <br />4 <br />1 <br />0 <br />1 <br />5 <br />1017 1018 1018 <br />10 <br />0 <br />5 <br />100 <br />1 <br />1002 <br />10031004 <br />1006 <br />10 <br />0 <br />7 <br />1008 1010101510201025 <br />10081 <br />0 <br />0 <br />9 <br />1 <br />0 <br />1 <br />1 101210131014101610171018101910211022 1023 102410081009102 <br />0 <br />1 <br />0 <br />2 <br />0 1020101 <br />8 <br />10181 <br />0 <br />1 <br />8 <br />1 <br />0 <br />1 <br />9 1019101 <br />9 <br />1020 <br />1018 <br />1019 <br />102310161017101 <br />6 <br />1017 <br />1018 <br />10 <br />1 <br />9 <br />10 <br />2 <br />0 1018101910 <br />2 <br />1 <br />102210231024 <br />1017101010151020102510071 <br />0 <br />0 <br />8 <br />1 <br />0 <br />0 <br />9 1011101210131014101610171018101910211022102310241 <br />0 <br />2 <br />4 <br />1000 1005 101010011002100310041006100710081009 1011 1012 101310131014101410051010 <br />101510041 <br />0 <br />0 <br />6 <br />10 <br />0 <br />7 <br />1008100 <br />9 <br />1011 1012 1013 1014 1016 1017 <br />10121013 <br />10141015101610171018100099910011 <br />0 <br />0 <br />2 <br />10 <br />0 <br />3 <br />HUDSON BOULEVARD N <br />EXISTING R.O.W. (VARIES) <br />100' <br />EXISTING <br />R.O.W. <br />INFILTRATION BASIN 7P <br />PRIVATELY OWNED AND <br />MAINTAINED <br />100-YR HWL = 1009.82 <br />BOTTOM = 1003.42 <br />CONSTRUCTED BY OTHERS <br />INFILTRATION101010151020 1020 <br />1000100510101015101510201020101010151020100910111012101310141016101710181019 <br />1021 <br />1000999 <br />1001 1002 1003 <br />1000 <br />1005 <br />1005 <br />9991001100210031004 <br />102010181019102110221015 <br />1020 <br />10121012 <br />1013 <br />1013 <br />1014 <br />1014 <br />1016101710181019 <br />10211022 <br />TEMPORARY SEDIMENT BASIN <br />DISTURBED AREA TO COMMON LOCATION: 4.32 AC <br />REQUIRED VOLUME: 4.32 AC * 3600 CF/AC= 15,552 CF <br />OUTLET: 1002 <br />BOTTOM: 999 <br />TEMPORARY SEDIMENT BASIN <br />OUTLET: 1009 <br />BOTTOM: 10061008 <br />10051004 <br />1006 1007 1008 <br />1010 <br />1008 1009 <br />1011 1012 1013 <br />DIVERSION DITCH <br />IE=1009.00 <br />DIVERSION DITCH <br />IE=1009.00 <br />DIVERSION DITCH <br />IE=1002.00 <br />DIVERSION DITCH <br />IE=1002.00 DIVERSION DITCH <br />IE=1019.00 <br />TEMPORARY SEDIMENT BASIN <br />DISTURBED AREA TO COMMON LOCATION: 3.97AC <br />REQUIRED VOLUME: 3.97 AC * 3600 CF/AC= 14,292 CF <br />OUTLET: 1009 <br />BOTTOM: 1006 <br />DIVERSION DITCH <br />IE=1009.50 <br />DIVERSION DITCH <br />IE=1009.90 <br />FAIRCLOTH SKIMMER <br />MINIMUM PIPE LENGTH: 4.2 LF <br />SEE DETAIL 4, SHEET C5.03 <br />FLEXIBLE JOINT LOCATION <br />FAIRCLOTH SKIMMER <br />MINIMUM PIPE LENGTH: 4.2 LF <br />SEE DETAIL 4, SHEET C5.03 <br />FLEXIBLE JOINT LOCATION <br />FAIRCLOTH SKIMMER <br />DISCHARGE POINT <br />LINE DISCHARGE AREA WITH <br />EROSION CONTROL MAT <br />IE=1008.00 <br />FLEXIBLE JOINT LOCATION <br />CONNECT TO EXISTING PIPE <br />FAIRCLOTH SKIMMER <br />MINIMUM PIPE LENGTH: 6.0 LF <br />SEE DETAIL 4, SHEET C5.03 <br />FAIRCLOTH SKIMMER <br />DISCHARGE TO <br />EXISTING STRUCTURE <br />IE=998.80 <br />SCALE IN FEET <br />0 10050 <br />NORTH <br />PHASE 1 EROSION CONTROL C5.01 <br />19 <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS <br />QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED <br />"STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY <br />DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL <br />EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER <br />(GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE <br />FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH <br />CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. <br />THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE <br />KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE <br />CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN <br />SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL <br />OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE <br />NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, <br />AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN <br />ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP <br />NARRATIVE. <br />ITEM UNIT QUANTITY <br />SILT FENCE LINEAR FEET 4115 <br />SILT DIKE LINEAR FEET 0 <br />BIO-ROLL LINEAR FEET 0 <br />CONSTRUCTION ENTRANCE UNIT 1 <br />INLET PROTECTION DEVICE (IP-1)UNIT 0 <br />INLET PROTECTION DEVICE (IP-2)UNIT 6 <br />* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE <br />NOTES, LOCATION MAPS, AND STANDARD DETAILS <br />PROPOSED EXISTING <br />LEGEND <br />NOTE TO CONTRACTOR <br />EROSION CONTROL MATERIALS QUANTITIES <br />CONCRETE CURB <br />STORM SEWER <br />DRAINTILE <br />CONTOUR <br />RIPRAP <br />OVERFLOW ELEV.EOF <br />902.5 <br />BIO-ROLL <br />SILT FENCE <br />SILT DIKE <br />LIMITS OF DISTURBANCE <br />SOIL BORINGS <br />DIRECTION OF OVERLAND FLOW <br />TEMPORARY DIVERSION DITCH <br />CHECK DAM <br />LIMITS OF DRAINAGE SUB-BASIN <br />INLET PROTECTION DEVICEIP1 <br />TEMPORARY SEDIMENT BASINSB <br />TEMPORARY STABILIZATION MEASURES (SEED, <br />MULCH, MATS OR BLANKETS AS OUTLINED IN THE <br />SWPP) <br />TSM <br />TEMPORARY STORAGE AND PARKING <br />AREATS <br />TEMPORARY STONE CONSTRUCTION <br />ENGRANCE <br />SB <br />NO DATE BY CKD APPR SHEET <br />OF <br />Date License # <br />Print Name: <br />I hereby certify that this plan, specification, or report <br />was prepared by me or under my direct supervision and <br />that I am a duly Licensed Professional Engineer under <br />the laws of the State of Minnesota. <br />DRAWN BY <br />DESIGNED BY <br />CHECKED BY <br />PROJECT NO. <br />PRELIMINARY <br />DESIGN REVIEW <br />PERMIT SUBMITTAL <br />CONSTRUCTION DOCUMENTS REV. <br />COMMENT <br />Engineering | Surveying | Planning | Environmental <br />24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 2:57:28 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C5-EROS C5.01-C5.06.DWG:C5.01 PHASE 1 EROSION CONTROLROERS LAKE ELMO, LLC <br />LAKE ELMO APARTMENTS <br />LAKE ELMO, MN <br />75 <br />53062 <br />12/02/2021 <br />04/18/2022 <br />09/13/2024 <br />EAB <br />TLL <br />JDB <br />JOSEPH D. BAILEY <br />04/27/2023 58645 <br />09/13/2024 TTP MCA JDB PERMIT SET <br />08/07/2024 TTP MCA JDB PUD SUBMITTAL