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PL PACKET 08202019
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PL PACKET 08202019
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8/21/2019 10:31:08 AM
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8/15/2019 12:33:32 PM
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960960960960 <br />961 961961961962 962960960 <br />960 <br />960 <br />965961961 <br />961 <br />961 <br />961 <br />961961961961 <br />962962962963963963964966967967 <br />961 <br />961 <br />9619 <br />6 <br />1 962962 <br />9 <br />6 <br />2 <br />9629 <br />6 <br />2 <br />962962962 <br />96 <br />2 <br />96 <br />3 <br />964 <br />9559609549569579589599619629 <br />6 <br />0 <br />9609 <br />6 <br />1 <br />9 <br />6 <br />2 <br />MINNEAPOLIS & SAULT STE. MARIE RAILROAD SILVER LAKE ROADPROPOSED PHASE 1 <br />RESIDENTIAL <br />230 UNITS <br />L1 FFE: 973.00 <br />P1 FFE: 961.00 <br />PROPOSED PHASE 2 <br />RESIDENTIAL <br />234 UNITS <br />L1 FFE: 973.00 <br />P1 FFE: 961.00 972972972965970961961962962963963964966967968969971960960 <br />95 <br />9 <br />959 961961 9629639 <br />6 <br />0 <br />9 <br />6 <br />1961961961961 <br />962 <br />962 <br />963 <br />963 <br />964 <br />964 960961960963963 <br />972971 <br />9 <br />7 <br />2 <br />972963961 <br />962 <br />963 <br />964 <br />1.57% <br />1.52% <br />1.53% <br />1.82 <br />%0.94%1.30%2.34 <br />%0.99%2. <br />3 <br />8 <br />% <br />3.07 <br />% <br />3.0 <br />0 <br />%2.23% <br />2 <br />. <br />1 <br />1% <br />1.05% <br />4.21% <br />4. <br />5 <br />8 <br />%2.03%2.29% <br />4. <br />3 <br />7 <br />% <br />3.42% <br />2.40% <br />3.41% <br />3. <br />1 <br />9 <br />%1.80%1.76%1.56%2.11%3.01% <br />2.3 <br />7 <br />%101.07%2.29 <br />% <br />1 <br />. <br />6 <br />5% <br />1 <br />. <br />8 <br />7%2.12% <br />2. <br />0 <br />2%3.98%1.6 <br />6 <br />%3.83%3.14%2.71%1.50%2.20%1.81%2.11% <br />2 <br />. <br />1 <br />1% <br />2 <br />. <br />4 <br />3%2.22% <br />1 <br />. <br />4 <br />1% <br />2.41 <br />%2.27%2.12%2.18%2 <br />. <br />1 <br />2%2.12%2.07%2.12%0.81%2.17%1.50%1.51%9719722.07 <br />% <br />1. <br />0 <br />7 <br />% <br />3.42% <br />5.18%DD <br />D <br />D <br />DD DCLUBHOUSE <br />FFE: 973.00 <br />A <br />A <br />B <br />B <br />STRM-601 <br />RE:971.50 <br />STRM-600 <br />RE:971.50 <br />STRM-200 <br />CONNECT TO EXISTING STORM SEWER <br />RE:962.75 <br />IE:942.09 S <br />IE: 942.09 E <br />CONTRACTOR TO FIELD VERIFY <br />INVERT AND LOCATION <br />STRM-300 <br />RE:961.91 <br />IE:955.90 S <br />STRM-201 <br />RE:961.72 <br />IE:944.25 W <br />IE:944.25 N <br />STRM-301 <br />RE:961.52 <br />IE:957.03 SW <br />IE:957.03 W <br />IE:957.03 N <br />STRM-100 <br />CONNECT TO <br />EXISTING STORM SEWER <br />RE:961.17 <br />IE:952.70 NE <br />IE:952.70 SE <br />STRM-303 <br />RE:960.18 <br />IE:957.32 S <br />IE:957.32 NE <br />STRM-102 <br />RE:960.17 <br />IE:953.06 E <br />IE:953.06 NW <br />STRM-304 <br />RE:959.94 <br />IE:957.44 N <br />STRM-501 <br />RE:959.75 <br />IE:953.60 E <br />IE:953.60 S <br />IE:953.60 W <br />STRM-503 <br />RE:959.53 <br />IE:954.30 W <br />STRM-103 <br />RE:959.45 <br />IE:953.84 E <br />IE:953.84 W <br />STRM-202 <br />CONNECT TO <br />EXISTING STORM SEWER <br />RE:958.91 <br />IE:946.96 E <br />IE: 946.96 W <br />CONTRACTOR TO FIELD VERIFY <br />INVERT AND LOCATION <br />RD-302 <br />RE:958.71 <br />IE:957.48 E <br />STRM-104 <br />RE:958.96 <br />IE:955.50 N <br />IE:955.31 S <br />IE:955.31 W <br />RAISE EXISTING RIM TO <br />MATCH FINAL GRADE <br />RE:958.45 <br />IE:957.22 W <br />REPLACE EXISTING CASTING <br />W/ NEENAH R-2501, <br />MATCH FINAL GRADE <br />RE:958.34 <br />IE:955.51 E <br />IE:955.40 N <br />RD-105 <br />RE:957.07 <br />IE:955.84 S <br />RD-401 <br />RE:956.17 <br />IE:954.94 N <br />STRM-400 <br />REPLACE EXISTING CASTING <br />W/ NEENAH R-1642 <br />RE:956.60 <br />IE:954.60 S <br />RD-502 <br />RE:955.78 <br />IE:954.55 N <br />RD-101 <br />RE:954.93 <br />IE:953.70 SW <br />STRM-500 <br />REPLACE EXISTING CASTING <br />W/ NEENAH R-2501 <br />CONNECT TO <br />EXISTING STORM SEWER <br />RE:954.33 <br />IE:953.10 E <br />IE: 953.1 NW, E <br />CONTRACTOR TO FIELD VERIFY <br />INVERT AND LOCATION <br />56 LF - 12" RCP <br />@ 1.79% <br />17 LF - 12" RCP <br />@ 2.00% <br />293 LF - 12" RCP <br />@ 0.50% <br />198 LF - 12" RCP <br />@ 0.40% <br />90 LF - 12" RCP <br />@ 0.40% <br />271 LF - 12" RCP <br />@ 1.00% <br />216 LF - 12" RCP <br />@ 1.00% <br />24 LF - 12" RCP <br />@ 0.48% <br />62 LF - 12" RCP <br />@ 0.48% <br />235 LF - 12" RCP <br />@ 0.48% <br />22 LF - 12" RCP <br />@ 2.00% <br />139 LF - 12" RCP <br />@ 0.50% <br />99 LF - 12" RCP <br />@ 0.50% <br />47 LF - 12" RCP <br />@ 2.00% <br />17 LF - 12" RCP <br />@ 2.00% <br />17 LF - 12" RCP <br />@ 0.50% <br />C <br />C <br />STRM-602 <br />RE:971.50 <br />STRM-603 <br />RE:970.87 <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.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\DORAN COMPANIES\Silver Lake Wal-mart - St. Anthony Apartments\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg July 29, 2019 - 3:44pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING ANDDRAINAGE PLANC500SILVER LAKE VILLAGEAPARTMENTSDORANCOMPANIESST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M . WURDEMAN07/17/201953113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16066501207/22/2019AS SHOWNBPGBPGBMWNORTH <br />GRADING PLAN NOTES <br />1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ST. ANTHONY, <br />SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. <br />2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO <br />WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. <br />3.STORM SEWER PIPE SHALL BE AS FOLLOWS: <br />RCP PER ASTM C-76 <br />HDPE: 0" - 10" PER AASHTO M-252 <br />HDPE: 12" OR GREATER PER ASTM F-2306 <br />PVC SCH. 40 PER ASTM D-3034 <br />STORM SEWER FITTINGS SHALL BE AS FOLLOWS: <br />RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 <br />HDPE PER ASTM 3212 <br />PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 <br />4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING <br />UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE <br />CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY <br />DISCREPANCIES OR VARIATIONS. <br />5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO <br />HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. <br />WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE <br />EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING <br />PAVEMENT. <br />6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. <br />7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM <br />SEWER ALIGNMENTS. <br />8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO <br />SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. <br />9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED <br />UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF <br />THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. <br />10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE <br />LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. <br />11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND <br />GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. <br />12.INSTALL A MINIMUM OF 6" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND <br />CONCRETE SIDEWALKS. <br />13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL <br />STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE <br />RE-VEGETATED WITH A MINIMUM OF 6" OF TOPSOIL. <br />14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE <br />NOTED. <br />15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING <br />DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO <br />CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO <br />CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL <br />SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR <br />AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL <br />BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY <br />ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO <br />PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE <br />ISSUES. <br />16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. <br />17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF <br />LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN <br />LANDSCAPE AREAS. <br />18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> <br />OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN <br />CONNECTION. <br />19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING <br />MANHOLE CONNECTIONS. <br />20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT <br />PLUMBING CODE. <br />21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN <br />CONCRETE PAVEMENT AREAS. <br />22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" <br />WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT <br />DRAINS AWAY FROM GUTTER. <br />PROPOSED STORM SEWER <br />PROPERTY LINE <br />EXISTING CONTOUR <br />PROPOSED CONTOUR925 <br />PROPOSED SPOT ELEVATION100.00 <br />LEGEND <br />PROPOSED HIGH POINT ELEVATION HP:0.0 <br />PROPOSED LOW POINT ELEVATION LP:0.0 <br />0.0%PROPOSED DRAINAGE DIRECTION <br />ME:0.0 MATCH EXISTING ELEVATION <br />PROPOSED STORM MANHOLE (SOLID CASTING) <br />PROPOSED STORM MANHOLE (ROUND INLET CASTING) <br />PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) <br />D
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