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PROPOSED <br />FFE=968.1 <br />3,308 S.F. <br />7 <br />13 <br />11 <br />DO NOT ENTER <br />T <br />R18.0' <br />R17.0' <br />R10.0' <br />R3.0' <br />R3.0' <br />R3.0' <br />R10.0'19.0'24.0'19.0'9.0' <br />19.0'24.0' <br />9.0' <br />12.0' <br />12.0' <br />R25.0' <br />R25.0' <br />R10.0'24.0'R5.0' <br />R3.0' <br />R8.0' <br />R7.0' <br />R10.0' <br />R8.0' <br />R10.0' <br />A <br />A <br />A <br />A <br />C <br />C <br />C <br />D <br />E E <br />F F <br />G <br />G <br />H <br />H <br />H <br />H <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />L <br />L <br />L <br />L <br />L <br />L <br />L <br />L <br />L <br />M <br />M MNN <br />NN M <br />O <br />O <br />O <br />P <br />Q <br />S <br />S <br />T TT <br />U <br />S <br />V <br />W <br />35' BUILDING SETBACK <br />10' PARKING SETBACK <br />35' BUILDING SETBACK <br />10' PARKING SETBACK <br />10' BUILDING SETBACK <br />7.3'4.0'5.0'5.0'3.0'3.0'5.1'7.2'4.9'9.0'15.0'10.0'13.0' <br />5.0' <br />SANITARY SEWER <br />EASEMENT <br />DRAINAGE AND <br />UTILITY EASEMENT <br />DRAINAGE AND UTILITY <br />EASEMENT <br />UTILITY EASEMENT <br />7.3'R8.0' <br />R3.0' <br />R8.0' <br />12.0' <br />R <br />BB <br />J <br />K <br />PREPARED FORSITE PLANC400CHASE 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 SHOWNSJSSJSBMWBUILDING DATA SUMMARY <br />AREAS <br />PROPOSED PROPERTY 31,919 SF (0.73 AC) <br />BUILDING AREA 3,308 SF (10% OF TOTAL <br />PROPERTY AREA) <br />PARKING <br />REQUIRED PARKING 12 SPACES @ 1/300 SF <br />PROPOSED PARKING 31 SPACES @ 9.4 RATIO <br />ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS <br />PROPERTY SUMMARY <br />CHASE BANK - SILVER LAKE RD & 39TH AVE <br />TOTAL PROPERTY AREA 31,919 SF (0.73 AC) <br />EXISTING IMPERVIOUS AREA 25,869 SF (0.59 AC) <br />EXISTING PERVIOUS AREA 4,823 SF (0.11 AC) <br />PROPOSED IMPERVIOUS AREA 26,294 SF (0.61 AC) <br />PROPOSED PERVIOUS AREA 4,922 SF (0.11 AC) <br />TOTAL DISTURBED AREA 31,216 SF (0.72 AC) <br />ZONING SUMMARY <br />EXISTING ZONING PUD - PLANNED UNIT <br />DEVELOPMENT <br />PARKING SETBACKS <br />SIDE = 5' <br />REAR = 10' <br />ROAD = 10' <br />BUILDING SETBACKS <br />FRONT = 35' <br />INTERIOR SIDE = 10' <br />STREET SIDE = 35' <br />REAR = 20' <br />SHOPPING CENTER = N/A <br />PROPOSED CURB AND GUTTER <br />PROPERTY LINE <br />SETBACK LINE <br />PROPOSED STANDARD DUTY ASPHALT <br />PROPOSED CONCRETE PAVEMENT <br />PROPOSED CONCRETE SIDEWALK <br />LEGEND <br />KEYNOTE LEGEND <br />CONCRETE SIDEWALK, TYP. <br />6" CONCRETE FILLED PIPE BOLLARD <br />CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. <br />ACCESSIBLE CURB RAMP <br />ACCESSIBLE PARKING SIGN MOUNTED IN BOLLARD, TYP. <br />ACCESSIBLE PAVEMENT MARKINGS, TYP. <br />AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. <br />STANDARD DUTY ASPHALT PAVEMENT <br />LANDSCAPE AREA - SEE LANDSCAPE PLANS <br />TRASH ENCLOSURE CONTAINER (SEE ARCHITECTURAL <br />PLANS FOR DETAIL) <br />HEAVY DUTY CONCRETE PAVEMENT <br />B612 CONCRETE CURB & GUTTER (TYP.) <br />TRANSITION CURB <br />FLAT CURB <br />4'' WIDE PAINTED SOLID LINE, TYP. <br />24'' WIDE STOP BAR <br />STOP SIGN, TYP. <br />TRANSFORMER PAD WITH BOLLARDS (FOR REFERENCE <br />ONLY) <br />TRAFFIC FLOW PAVEMENT MARKINGS, TYP. <br />'DO NOT ENTER' BAR AND SIGN <br />ACCESSIBLE CROSSWALK <br />HEADACHE BAR (SEE ARCHITECTURAL PLANS FOR DETAILS) <br />BIKE RACK <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />I <br />J <br />K <br />L <br />M <br />N <br />O <br />P <br />Q <br />R <br />S <br />T <br />U <br />V <br />W <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\C4-SITE PLAN.dwg May 13, 2022 - 12:51pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES <br />1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND <br />O.S.H.A. STANDARDS. <br />2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF <br />VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS <br />AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. <br />3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 8' UNLESS OTHERWISE <br />NOTED. STRIPED RADII ARE TO BE 5'. <br />4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. <br />5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED <br />AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. <br />6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) <br />INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. <br />AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS <br />AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE <br />INCLUDED IN BASE BID. <br />7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD <br />& NOWAK, INC., DATED FEBRUARY 10,2022. <br />KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED <br />THEREIN. <br />8.TOTAL LAND AREA IS 0.73 ACRES. <br />9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & <br />INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS <br />NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. <br />10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. <br />11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR <br />OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND <br />RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. <br />12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. <br />13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. <br />14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. <br />15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. <br />16.ALL PARKING STALLS TO BE 9' IN WIDTH AND 19' IN LENGTH UNLESS OTHERWISE INDICATED. <br />NORTH <br />FLUSH CURB