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N <br />O <br />N <br />0 <br />0 <br />0 <br />O <br />N <br />cn <br />u) <br />FO <br />0 <br />O <br />FO F <br />905.3 <br />904.8 <br />470* <br />SILT FENCE AROUND <br />PERIMETER OF GRADING LIMITS <br />(TYP.) <br />904.0 <br />903.5 <br />ROCK CONSTRUCTION <br />ENTRANCE <br />(TYP.) <br />INLET PROTECTION <br />(TYP.) <br />FO <br />TW=910.0 <br />BW=904.5 <br />903.5 RIM <br />904.0 <br />\ 904.5 <br />4-STORY <br />APARTMENT <br />BUILDING <br />FFE 905.5 <br />GFE 894.5 <br />FO <br />FO <br />0 <br />FO <br />TW=912.0 <br />INLET PROTECTION <br />(TYP.) <br />TW=909.5 <br />BW=903.8 <br />903.8 <br />903.3 <br />/ BW=900.0 <br />BW=895.0 <br />)S&N /1/519 61 0 v464/ <br />/i 706,4 <br />SILT FENCE AROUND <br />PERIMETER OF GRADING LIMITS <br />(TYP.) <br />FO <br />FO <br />15,0 <br />(PUBLIC) <br />co <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 CIT1 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 />964 <br />964.5 <br />964.0 <br />TW 964.5 <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />TOP OF WALL ELEVATION <br />BOTTOM OF WALL ELEVATION <br />2.00% DIRECTION OF DRAINAGE <br />EMERGENCY OVERFLOW ROUTING <br />RETAINING WALL <br />PROPOSED LUMINARIES <br />EXISTING CATCH BASINS <br />EXISTING STORM SEWER <br />PROPOSED CATCH BASINS <br />PROPOSED STORM SEWER <br />mm PROPOSED LIMITS OF <br />CONSTRUCTION <br />DD <br />PROPOSED EASEMENT <br />PROPERTY LINE <br />DRAINAGE DIVIDE <br />SILT FENCE <br />INLET PROTECTION <br />ROCK CONSTRUCTION <br />EXIT <br />OUTFALL GUTTER <br />TREE PROTECTION FENCE <br />0 20 40 <br />SCALE IN <br />80 <br />FEET <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-inc.com <br />WOODALE APARTMENTS <br />MOUNDS VIEW, MINNESOTA <br />co <br />0 <br />z z <br />IA 0 <br />0 <br />LU CC <br />Ci <br />Ci <br />LU <br />CC <br />O. <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 underd <br />the laws of thq:,i/ad ok <br />5191 <br />CLARK WICKLUND, PE <br />10-10-22 <br />Date License No. <br />BY DATE <br />DATE ISSUE <br />10-7-22 <br />PROGRESS SET <br />10-10-22 <br />CITY PUD SUBMITTAL <br />PROJECT TEAM DATA <br />DESIGNED: <br />DRAWN: <br />PROJECT NO: <br />DS <br />GPL <br />220147 <br />C-4.0 <br />