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I <br />I <br />I <br />a <br />/ <br />E'891, 3.1 <br />S 903{2 <br />923.08 <br />H IN 0 <br />D \ <br />/ <br />o_ <br />0 <br />i`-903M <br />11 <br />/ �� CB INV{. 24„RCP/ pp R.E.=918.5 <br />pp I.E.=914.0(N) <br />I.E.=913.8(S,SW) <br />44 <br />I R.E.=919.3 / <br />I.E.=913.3 � 44 <br />24 RCP <br />/`7 I �p <br />/ 4 i <br />L <br />7 \ <br />/_ ��`� / <br />`92p_ <br />I III <br />RAS D W NO I I <br />\J \ GC NO CB <br />c FOUND <br />`��� ° �° a 12604 <br />00\a RLS <br />\ E / 42604 <br />41 <br />\ <br />� <br />l FR[VC/1 � o <br />qN o o <br />Ro,4D A, <br />° <br />� � o <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS ISA UTILITY QUALITY LEVEL .THIS QUALITY LEVEL WAS DETERMINED <br />ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 71 \ <br />SUBSURFACE UTILITY DATA.” THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE , <br />CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ <br />HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, \ <br />INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED <br />IMPROVEMENTS SHOWN ON THE PLANS. <br />Sep 27, 2019 - 2:58pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C6-EROS.dwg <br />BENCHMARK <br />TNH EL=922.99 <br />42604 \ <br />— LEGEND <br />TEMPORARY DIVERSION <br />PROPOSED <br />EXISTING <br />CURB & GUTTER <br />CHECK DAM <br />LIMITS OF DRAINAGE <br />STORM SEWER <br />III <br />0__ DD � <br />DRAINTILE <br />►►► III <br />DDD DDD <br />CONTOUR902— <br />INLET PROTECTION DEVICE 2 <br />® IP -2 <br />RIP RAP <br />Effm <br />CONSTRUCTION ENTRANCE <br />EOF <br />OVERFLOW ELEV. <br /><=902.5 <br />SILT FENCE <br />— — —SF— — —SF— <br />SILT DIKE <br />— — —SD— — —SD— <br />LIMITS OF DISTURBANCE <br />SOIL BORINGS <br />ST 5 <br />902.5 <br />DIRECTION OF <br />OVERLAND FLOW <br />TEMPORARY DIVERSION <br />DITCH <br />CHECK DAM <br />LIMITS OF DRAINAGE <br />SUB -BASIN <br />BIO -ROLL <br />INLET PROTECTION DEVICE 1 <br />® IP -1 <br />INLET PROTECTION DEVICE 2 <br />® IP -2 <br />TEMPORARY STONE <br />Effm <br />CONSTRUCTION ENTRANCE <br />TEMPORARY SEDIMENT BASIN Na <br />TEMPORARY STORAGE AND PARKING AREA <br />TEMPORARY STABILIZATION MEASURES <br />(SEED, MULCH, MATS OR BLANKETS AS <br />OUTLINED IN THE SWPPP) <br />NOTE TO CONTRACTOR <br />M <br />TS <br />SM <br />THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST <br />BE 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 <br />ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. <br />AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION <br />CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE <br />OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION <br />REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. <br />EROSION CONTROL MATERIALS <br />QUANTITIES <br />ITEM UNIT QUANTITY <br />SILT FENCE LINEAR FEET X <br />SILT DIKE LINEAR FEET X <br />BIO -ROLL LINEAR FEET X <br />DD CONSTRUCTION ENTRANCE UNIT 1 <br />\ DD INLET PROTECTION DEVICE (IP -1) UNIT 4 <br />DD \ <br />INLET PROTECTION DEVICE (IP -2) UNIT 4 <br />* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE <br />NOTES, LOCATION MAPS, AND STANDARD DETAILS <br />NORTH <br />0 20 40 <br />SCALE IN FEET <br />asambatek <br />www.sambatek.com <br />12800 Whitewater Drive, Suite 300 <br />Minnetonka, MN 55343 <br />763.476.6010 telephone <br />763.476.8532 facsimile <br />Engineering I Surveying I Planning I Environmental <br />Client <br />LA MACCHIA <br />GROUP <br />157 NORTH MILWAUKEE STREET, <br />MILWAUKEE, WI 53202 <br />Project <br />HEARTLAND <br />CREDIT UNION <br />Location <br />HUGO, MN <br />Certification <br />I hereby certify that this plan, specification or <br />report was prepared by me or under my direct <br />supervision and that I am a duly licensed <br />professional ENGINEER under the laws of the state <br />of Minnesota. <br />BRADY D. BUSSELMAN <br />Registration No. 44579 Date: 09/27/2019 <br />If applicable, contact us for a wet signed copy of this <br />plan which is available upon request at Sambatek's, <br />Minnetonka, MN office. <br />Summary <br />Designed: Drawn: SRW <br />Approved: Book / Page: <br />Phase: PRELIMINARY Initial Issued: 09/27/2019 <br />Revision History <br />No. Date By Submittal / Revision <br />Sheet Title <br />EROSION <br />CONTROL PLAN <br />Sheet No. Revision <br />C6.01 <br />Project No. 21797 <br />