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/. <br />OMITS OF <br />CCNSj(2UCT1ON <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />TENANT MONUMENT <br />SIGN <br />PROPOSED LOT UNE <br />REFER TO PREUMINARY <br />PLAT PREPARED BY WESTWOOD. <br />/ <br />/ <br />( . J DRIVE ST AGE <br />•A' SEE, T. 40.2 <br />, <br />G \ ' <br />V / <br /><'‹ <br />/ <br />O <br />, <br />/ <br />G V / <br />/ <br />, <br />Q /1 <br />, <br />/ <br />/ / <br />/ <br />, <br />, <br />/ <br />I <br />.A <br />LIMITS C <br />CONSTRUCTION <br />/ <br />// <br />// <br />/ <br />/ <br />PED <br />• (TYP4 <br />/ <br />/ q.ryF <br />LC <br />RED <br />aca <br />PFi <br />7oe <br />N8 <br />RETAL A <br />ma NO. PI. <br />MOUE <br />RECEIVED <br />FEB 0 4 2002 <br />CITY OF LIMND LAKES <br />/ MARKETPLACE - <br />/ (BY OTHERS) <br />2 <br />• <br />3. <br />A044 0494z <br />:' 1 3 <br />• 3•• <br />ntiftv,„„ A <br />CONSTRUCTION Y••■■■■■■�•�.�� . <br />122.0 <br />SITE PLAN NOTES: <br />1. AU. DIMENSIONS ARE TO FACE OF BUILDING AND /OR <br />FACE OF CURB. <br />2. REFER TO ARCHITECTURAL DRAWINGS FOR <br />CONCRETE STOOPS ADJACENT TO PROPOSED <br />BNDER 0. <br />3. AU. CONCRETE CURB AND GUTTER ADJACENT TO <br />CONCRETE WALK SHALL BE SEPARATED BY A 1/2 INCH <br />EXPANSION JOINT. <br />4. CONTINUOUS CONCRETE CURB & GUTTER WHICH <br />CHANCES TYPE SHAD. HAVE A FIVE FOOT <br />TRANSITION. <br />5. ALL STRIPING SHALL BE 4 INCH YELLOW. <br />8. ALL WORK WITHIN 114E R.O.W. STALL COMPLY <br />WIH THE CITY OF 1NO LAKES ENGINEERING <br />D ESIGN STANDARDS. <br />7. AU. EXISTING CURB CUTS TO BE REPLACED WITH CONCRETE <br />CURB AND GUTTER EOUNALENT TO THAT WHICH CURRENTLY oasis. <br />8. ALL CURB AND GUTTER TO BE CONCRETE 8612 UNLESS <br />NOTED OTHERWISE. <br />9. CONCRETE APRONS TO BE INSTALLED FOR ALL ACCESS <br />D RNE5 ON TO PUBLIC STREETS PER 01Y STANDARDS. <br />10. REFER TO UGH LNG PUN FOR FOOTCANDLE PRINT OUT. <br />11. BUILDING DIMENSIONS REFER TO OUTSIDE OF BUDDING <br />FACE (TIP.) UNLESS OTHERWISE NOTED. <br />12. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING U71UTIES AND TOPOGRAPHIC <br />FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE <br />PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE <br />GRADING, THE CONTRACTOR SHALL IpiEDIATELY <br />NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />VARIATIONS FROM THE PLAN5. <br />SITE LEGEND: <br />k <br />a <br />4- <br />•8 <br />SITE DATA: <br />BITUMINOUS PAVEMENT <br />8612 CURS AND GUTTER <br />CURB AND GUTTER - 8Y OTHERS <br />UMITS OF CONSTRUCTION <br />TRAFFIC FLOW <br />PAVEMENT ARROW <br />EUMINARE <br />ZONING - P00 (REGIONAL COMMERCIAL) <br />PROPOSED GROSS LOT AREA - 58498 SO. FT. OR 1.34 ACRES <br />TOTAL BUILDING FOOTPRINT AREA . 4,500 50. FT. <br />BUILDING sin COVERAGE - 7.7W <br />IMPERIOUS COVERAGE - (44,324 S0. FT) 78* <br />PERVIOUS COVERAGE . (14.174 S0. FT) 22% <br />PARKING DATA: <br />TCF REQUIRED: 20 STALLS <br />TCF PROPOSED: 30 STALLS <br />STANDARD PAVEMENT <br />1.5- BIT. WEARING COURSE <br />11400T SPEC. 2340, TYPE 41 <br />I.5 BIT. BINDER COURSE <br />MOOT SPEC. 2340, TYPE 31 <br />6• AGG. 8A51. CLASS 5 (100X CRUSHED) <br />HEAVY PAVEMENT: <br />1.5' BIT. WEARING COURSE <br />MnDOT SPEC. 2340, TYPE 41 <br />2' BIT. BINDER COURSE <br />BACOT SPEC. 2340, TYPE 31 <br />8' ACC. BASE. CUSS 5 (100X CRUSHED) <br />50418 CPCCS. SIP RSEO 80441 IS71D ro1C5 <br />NOTE: PARKING LEGEND DATA BASED UPON PUNS PREPARRED <br />BY PARSONS TRANSPORTATION GROUP, INC. <br />CUENT: <br />TCF FINANCIAL CORPORTATION <br />801 MARQUETTE <br />MINNEAPOUS. MN <br />20' 40' 00' <br />SCALE IN FEET NORTH <br />ALLIANT <br />ENGINEERING <br />WS PARK AMUR SOUTH <br />0181! 6000 <br />1610 MONO <br />M161 7N -1060 FAX <br />SHEA <br />ARCNITEETR.INC <br />g <br />E <br />1 <br />1 <br />TCF LINO LAKES MARKETPLACE <br />0 <br />O <br />I to <br />ML VI 2 <br />4 3 <br />SO 2 C <br />3 <br />on en <br />0 3 4 <br />GN W J <br />CZle W <br />z La <br />G7 <br />(.1= T 4.T V1 <br />DRAWN BY PH <br />CHECKED BY CW <br />DATE ISSUED 2.4.02 <br />SCALE 1•=20' <br />JOB N0. 02002 <br />C -1 <br />