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IN \ <br />N. <br />\ <br />9061\ 906\ <br />P1913.37 <br />TS <br />16 STEPS <br />6.5" RISERS, 12" TREADS, AND O <br />WITH HAND RAILS ON SIDES <br />\o& 0 910 <br />\ / _�\---�� C <br />\ <br />\ <br />INLET PROTECTION <br />(TYP.) <br />RIM <br />902.9 <br />TW=910.4 <br />BW=902.5 \ 1 <br />� 1 \ <br />\ <br />TW=909.5 T <br />BW=902.0 0 \ \ \ \ \ <br />1 \ <br />oG I I \ <br />T — —904— \ \ <br />TW=905.0 \ , <br />B 98W 833 <br />SILT FENCE AROUND <br />TW=89,e PERIMETER OF GRADING LIMITS <br />RW=RA: /T\/M \ <br />GRADING AND DRAINAGE NOTES: <br />1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT <br />MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF <br />2.0%. <br />2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS <br />AND PREVENT THE OFF —SITE TRACKING OF SOIL IN ACCORDANCE WITH THE <br />REQUIREMENTS OF THE CITY AND WATERSHED. <br />3. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166, 48 HOURS PRIOR TO <br />START OF CONSTRUCTION. <br />4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF MOUNDS VIEW CONSTRUCTION <br />STANDARDS SPECIFICATION, LATEST EDITION. <br />5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION <br />ACCESS POINTS. <br />6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL <br />CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. <br />7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. <br />STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. <br />8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE <br />TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN <br />OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE <br />CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND <br />OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. <br />9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND <br />DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL <br />STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER <br />APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. <br />10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL <br />SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS <br />REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH <br />EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE <br />METHOD. <br />11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL <br />EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES <br />AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. <br />LEGEND: <br />EXISTING CONTOUR <br />PROPOSED LIMITS OF <br />964 <br />PROPOSED CONTOUR <br />CONSTRUCTION <br />964.5 <br />964.0 <br />PROPOSED SPOT ELEVATION <br />PROPOSED EASEMENT <br />PROPERTY LINE <br />\ <br />TW 964.5 <br />TOP OF WALL ELEVATION <br />\ <br />BW 961.5 <br />BOTTOM OF WALL ELEVATION <br />DD <br />DRAINAGE DIVIDE <br />�2.00% <br />DIRECTION OF DRAINAGE <br />SILT FENCE <br />EMERGENCY OVERFLOW ROUTING <br />INLET PROTECTION <br />RETAINING WALL <br />0-■ <br />PROPOSED LUMINARIES <br />ROCK CONSTRUCTION <br />EXIT <br />■ 0 <br />EXISTING CATCH BASINS <br />> - <br />EXISTING STORM SEWER <br />OUTFALL GUTTER <br />■ � <br />PROPOSED CATCH BASINS <br />�-. <br />/ <br />> <br />PROPOSED STORM SEWER <br />TREE PROTECTION FENCE <br />/ <br />/ <br />11 <br />I.\ggIFTI zri <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-inc.com <br />F_ <br />z <br />CW <br />G <br />a <br />IL <br />a <br />J <br />a <br />O <br />O <br />O <br />w <br />z <br />Z <br />LLJ <br />V) <br />0 <br />Z <br />J <br />H <br />m <br />U) <br />z <br />W <br />2 <br />a <br />O <br />W <br />W <br />z <br />W <br />z <br />z <br />a <br />z <br />J <br />a <br />J <br />O <br />z <br />O <br />V <br />z <br />O <br />O <br />W <br />0 <br />z <br />a <br />0 <br />z <br />a <br />I hereby certify that this plan, <br />specification, or report was <br />prepared by me or under my <br />direct supervision and that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under`' <br />the laws of th ;�a,a <br />M I N N ESOTA v�6 <br />F% � <br />Spa <br />CLARK WICKLUND, PE <br />12-2,-,z2 <br />Date License No. <br />BY DATE <br />DATE ISSUE <br />10-7-22 PROGRESS SET <br />10-10-22 CITY PUD SUBMITTAL <br />12-2-22 CITY COMMENTS <br />PROJECT TEAM DATA <br />DESIGNED: IDS <br />DRAWN: GIRL <br />PROJECT NO: 220147 <br />0 20 40 80 <br />SCALE IN FEET <br />C-4.0 <br />