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PL PACKET 09202022
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PL PACKET 09202022
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9/20/2022 2:15:52 PM
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9/20/2022 2:14:59 PM
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PROPOSED <br />FFE=968.1 <br />3,308 S.F. <br />7 <br />13 <br />11 <br />T <br />965965963964966966966966965965 965965963963963 964964966966965965963964964965965965962963963963963964966963964 964 9649639639639649649649649649639 <br />6 <br />4 <br />60'' STRM CB-103 <br />RE:965.74 <br />IE:956.59 E <br />60'' STRM CB-102 <br />RE:963.65 <br />IE:956.59 W <br />IE:956.59 S <br />60'' STRM CB-101 <br />RE:963.30 <br />IE:956.59 N <br />IE:956.59 W <br />60'' STRM. CB-100 <br />TWO (2) 6" ORIFICE IE: 957.30 <br />BROAD-CRESTED WEIRD IE: 959.00 <br />RE:963.14 <br />IE:956.59 E <br />IE:956.59 NW <br />EXST. STRM INLET TO BE RESET TO PROPOSED GRADE <br />AND TO PROP. CURBLINE <br />RE:962.65 <br />IE:956.32 SE <br />131 LF - 36" HDPE <br />@ 0.00% <br />32 LF - 12" HDPE <br />@ 0.86% <br />92 LF - 36" HDPE <br />@ 0.00% <br />94 LF - 36" HDPE <br />@ 0.00%1.20%0.00%1.20%0.00% <br />0.00% <br />0.04% <br />1.50% <br />1.49% <br />0.02% <br />0.00%1.28%1.50%0.00%1.11%1.38%0.99%0.81%0.64%2.78%1.5% <br />1.4% <br />1. <br />5 <br />%1.6%2.2% <br />3.6%1.2%1.4 <br />%1.50%1.57%1.00%1.20%0.00% <br />964.13 964.13 <br />T/G: 964.36 T/G: 964.36 G: 963.82 <br />G: 963.60 <br />G: 963.93 <br />G: 963.93 <br />ME G: 962.75 <br />G: 962.73 <br />G: 962.52 <br />G: 964.00 <br />G:963.71 <br />964.39 964.39 <br />T/G: 964.67G: 964.63 <br />964.72 <br />964.72 965.17 965.17 <br />965.12 <br />G: 964.34 <br />965.20 <br />964.20 <br />964.14 <br />ME: 964.16 <br />965.30 <br />G: 963.66 <br />ME G:962.99 <br />ME G:964.59 <br />ME T:965.09 <br />964.48 <br />964.48 <br />964.48 <br />964.48 <br />FFE: 964.50 <br />FFE: 964.50 <br />964.50 <br />964.50 <br />G: 964.27 <br />T: 964.31 <br />G: 964.30 <br />T: 964.32 <br />G: 964.00 <br />G: 963.53 <br />G: 963.91 <br />G: 963.91 <br />ME G: 962.58 <br />ME T:??? <br />T: 965.06 <br />T/G: 964.67 <br />G: 964.63 <br />T: 965.12 <br />G: 963.57 <br />ME: 964.08 <br />G: 963.06 <br />G: 963.75 <br />G: 963.88 <br />G: 963.15 <br />G: 962.49 <br />G: 963.82 <br />ME G:964.07 <br />ME T:964.57 <br />ME G:962.75 <br />ME T:963.25 <br />963.99 963.91 <br />3.57%1. <br />5 <br />%1.8% <br />0.00%1.00%7.47%0.81%0.00%1.00%1.51%1.2 <br />6 <br />% <br />0. <br />5 <br />6 <br />%2.75%0. <br />3 <br />6 <br />% <br />3.79% <br />964.50 964.50 <br />964.42964.42 <br />964.00 <br />964.00 <br />G: 964.29 <br />G: 964.29 <br />964.50 <br />963.30 <br />963.45 <br />963.37 <br />963.51 <br />963.65 <br />963.59963.78963.58963.46 <br />963.21 <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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg May 13, 2022 - 12:51pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. 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. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWNORTH <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-1785 <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 <4" 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 <4" 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 />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 <br />PROPOSED GUTTER ELEVATION <br />PROPOSED TOP OF CURB ELEVATION <br />PROPOSED FLUSH PAVEMENT ELEVATION <br />LP:0.0 <br />G:0.00 <br />T:0.00 <br />PROPOSED EMERGENCY OVERFLOW <br />T/G:0.0 <br />EOF:0.0 <br />0.0%PROPOSED DRAINAGE DIRECTION <br />0.00%PROPOSED ADA SLOPE <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 />PROPOSED STORM SEWER CLENOUT <br />PROPOSED RIPRAP <br />PROPOSED FLARED END SECTION <br />CO <br />D
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