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2.70%4.08%3.80%5.79%2.17%2.39%2.64%2 <br />. <br />7 <br />7%4.55%4.80%6.41 <br />%2.00% <br />2 <br />. <br />9 <br />5% <br />6.05%3.44%1.80%1.80%2.56%1.95% <br />2.22% <br />2.98% <br />1.25 <br />%2.28% <br />1. <br />4 <br />6 <br />% <br />3.44%2.22%2.13% <br />1.78 <br />%1.92%1.52%2.48%5.23%2.70%96096 <br />1 <br />9 <br />6 <br />2 <br />961 <br />962 <br />961 <br />962 <br />960 <br />960 <br />9 <br />6 <br />1 <br />9629609619629609619629 <br />6 <br />1 <br />96 <br />1 <br />960 <br />960 960960 <br />961 <br />961 <br />961961962962963961 <br />960 <br />9 <br />6 <br />0 <br />960960960 <br />960 <br />960 <br />960 <br />961 <br />961 <br />961 <br />961 <br />9 <br />6 <br />1 961961 961961 <br />961 962961 <br />961 <br />9619 <br />6 <br />1 <br />962 <br />961962955960954956957958959961962961 <br />962 <br />963 <br />96 <br />1 <br />962 <br />2.70%4.08%3.80%5.79%2.17%2.39%2.64%2 <br />. <br />7 <br />7%4.55%4.80%6.41 <br />%2.00% <br />2 <br />. <br />9 <br />5% <br />6.05%3.44%1.80%1.80%2.56%1.95% <br />2.22% <br />2.98% <br />1.25 <br />%2.28% <br />1. <br />4 <br />6 <br />% <br />3.44%2.22%2.13% <br />1.78 <br />%1.92%1.52%2.48%5.23%2.70%96096 <br />1 <br />9 <br />6 <br />2 <br />961 <br />962 <br />961 <br />962 <br />960 <br />960 <br />9 <br />6 <br />1 <br />9629609619629609619629 <br />6 <br />1 <br />96 <br />1 <br />960 <br />960 960960 <br />961 <br />961 <br />961961962962963961 <br />960 <br />9 <br />6 <br />0 <br />960960960 <br />960 <br />960 <br />960 <br />961 <br />961 <br />961 <br />961 <br />9 <br />6 <br />1 961961 961961 <br />961 962961 <br />961 <br />9619 <br />6 <br />1 <br />962 <br />961962955960954956957958959961962961 <br />962 <br />963 <br />96 <br />1 <br />962 <br />A <br />D <br />D D D <br />D <br />D D <br />D <br />D <br />D <br />D <br />D <br />D <br />D <br />D <br />D <br />DD <br />D <br />D <br />D <br />DDD <br />CC <br />C <br />C <br />CC <br />CC <br />CC <br />CC <br />CCC <br />C <br />EEE <br />E <br />C <br />E <br />E <br />E <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B B <br />B <br />B <br />E <br />PROPOSED BUILDING FOOTPRINT <br />This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\DORAN COMPANIES\Silver Lake Wal-mart - St. Anthony Apartments\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg November 04, 2019 - 5:00pmENGINEER: <br />REGISTRATION <br />DATE <br />PROJECT NUMBER <br />DRAWN BY <br />CHECKED BY <br />PROJECT MANAGER <br />PROJECT <br />LOCATION <br />SHEET TITLE <br />SHEET NUMBER <br />PLOT DATE: <br />PREPARED FOR <br />7803 Glenroy Road, Suite 200 <br />Bloomington, MN 55439 <br />952-288-2000 <br />952-288-2031 fax <br />FOR <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />O <br />N <br />L <br />Y <br />8/29/2019 8:01:32 AM <br />BMW <br />BPG <br />11/05/2019 <br />19-007 <br />SILVER LAKE <br />VILLAGE <br />3800 SILVER LAKE RD. <br />SAINT ANTHONY, MN <br />ISSUE RECORD <br />No.Description Date <br /> 2019 KIMLEY-HORN AND ASSOCIATES, INC. <br />767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.COM <br />DATE: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS PREPARED BY <br />ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />MN <br />LIC. NO. <br />BRIAN M. WURDEMAN <br />11/5/2019 53113 <br />MGC <br />1 FINAL PUD SUBMITTAL 11/05/2019 <br />EROSION CONTROL PLAN NOTES <br />1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE <br />INSTALLED PRIOR TO CONSTRUCTION. <br />2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. <br />3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. <br />4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE <br />STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR <br />MATERIALS. <br />5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN <br />ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. <br />6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING <br />THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE <br />CONSTRUCTION. <br />7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE <br />CONTRACTOR. <br />8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. <br />9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO <br />EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS <br />NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. <br />10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER <br />FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. <br />UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, <br />PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL <br />AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., <br />IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN <br />LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. <br />BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: <br />1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. <br />2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT <br />PIT (1) AND INSTALL SILT FENCE. <br />3. PREPARE TEMPORARY PARKING AND STORAGE AREA. <br />4. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. <br />ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. <br />5. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. <br />6. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, <br />DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS <br />REQUIRED BY NPDES AND/OR CITY OF ST. ANTHONY GRADING PERMIT. <br />SEQUENCE OF CONSTRUCTION: <br />ROCK ENTRANCE <br />INLET PROTECTION <br />SILT FENCE <br />LIMITS OF DISTURBANCE <br />SAFETY FENCE <br />BIOROLL <br />LEGEND <br />C300 <br />EROSION AND <br />SEDIMENT <br />CONTROL PLAN - <br />PHASE 1 <br />NORTH <br />KEYNOTE LEGEND <br />CONSTRUCTION ENTRANCE <br />LIMITS OF DISTURBANCE, OFFSET FROM BACK <br />OF CURB/PROPERTY LINE FOR CLARITY <br />BIO-ROLL <br />INLET PROTECTION <br />CONSTRUCTION SAFETY FENCE, OFFSET FROM <br />BACK OF CURB/PROPERTY LINE FOR CLARITY <br />A <br />B <br />C <br />D <br />E <br />URBAN LAND UDORTHENTS (CUT AND FILL <br />LAND) COMPLEX, <br />0 TO 6 PERCENT SLOPES <br />BMP QUANTITIES <br />BMP UNIT QUANTITY <br />CONSTRUCTION ENTRANCE EA.1 <br />FILTER LOG LF 1,001 <br />INLET PROTECTION EA.24 <br />SAFETY FENCE LF 1,890 <br />SILT FENCE LF 2,135 <br />SOIL BOUNDARY <br />SWPPP SIGN <br />LIMITS OF DISTURBANCE 10.56 AC <br />TOTAL SITE AREA 13.01 AC <br />PRE-DEVELOPMENT PERVIOUS AREA 0.66 AC* <br />PRE-DEVELOPMENT IMPERVIOUS AREA 9.66 AC* <br />POST-DEVELOPMENT PERVIOUS AREA 2.01 AC* <br />POST-DEVELOPMENT IMPERVIOUS AREA 8.31 AC* <br /> *EXCLUDES SALO POND AREA <br />65