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S <br />S <br />E <br />M <br />S S S <br />EGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX <br />XXX <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X X123456NO PARKINGSFSFSFSFSFSF SF SF SF SF SF SF SF SF <br />900905910901 <br />902 <br />903 <br />904 <br />9069079089099119129 <br />0 <br />5 <br />910 <br />901 <br />902 <br />903 <br />9 <br />0 <br />4 <br />906 <br />907 <br />908 <br />909 <br />SEE SHEET L4.2 - GRADING ENLARGEMENT <br />SEE SHEET L4.1 - GRADING ENLARGEMENT <br />900 <br />898 899 <br />901 <br />902 <br />903 <br />904 <br />>>>>>>>>>>>>>>>>>>>>>>>>>> <br />||||||||||||||||||||||||||||||||||||||||||||||||||||||||>>>>|||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>CO <br />COCO <br />>>>>> <br />>>>>> <br />>>>>> <br />>>>>> <br />>>>>>>>>>>>>>>>>>>>>>>>>>CO <br />CO <br />C <br />OCO <br />CO <br />CO <br />CO <br />CO <br />CO <br />COCOCO <br />COCO <br />1.49%1.36%1.41%1.50%4:1 <br />4:14:1 <br />4:1 <br />5:1 <br />1.00%1.00%3:13:13.27%1.50%1.00%1.50%1.50%1.50% <br />1.50%1.50% <br />0.92%0.97%BIO-FILTRATION BASIN <br />BOTTOM EL: 897.40 <br />12:1>> <br />>> <br />SEE L4.2 GRADING SOUTH <br />SEE L4.1 GRADING NORTH <br />905 <br />910 <br />915 <br />920906907 <br />908 <br />909 <br />911 <br />912 <br />913 <br />914 <br />916917918919 921922923905905 <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONCLIENT PROJECT NO.TOTEM POLE PARK REDEVELOPMENTCITY OF NEW BRIGHTON021861-000 <br />21015 CANDACE AMBERG, PLA04/07/202340646k:\021861-000\Cad\Plan\021861-000-LP-GRAD-PLAN.dwg 4/7/2023 3:31:21 PML4.0 <br />AS SHOWN CCA <br />CCAGNL <br />OVERALL <br />GRADING PLAN <br />N <br />SCALE IN FEET <br />0 <br />H: <br />30 60GRADING ENLARGEMENT PLAN - NORTH1 <br />L4.0 <br />CUT/FILL QUANTITIES2 <br />L4.0 <br />LEGEND <br />PROPOSED SPOT ELEVATION <br />LOW POINTLP <br />HIGH POINTHP <br />CROSS SLOPE DIRECTION <br />INVERT ELEVATIONI.E. <br />SUBGRADE <br />GUTTER GRADEGG <br />SG <br />NON-PERFORATED DRAINTILE <br />PERFORATED DRAINTILE> <br />DTL <br />EXISTING SPOT ELEVATION <br />(FIELD VERIFY)965.77 EX <br />965.77 <br />PROPOSED CONTOUR96 <br />5 <br />TOP OF CURBTC <br />EXISTING CONTOUR <br />EXISTING DECIDUOUS TREE <br />EXISTING CONIFER TREE <br />CONSTRUCTION LIMITS <br />TOP OF WALLTW <br />EMERGENCY OVERFLOWEOF <br />BITUMINOUS EDGEBE <br />SOIL CORRECTIONS NOTE <br />LOCATIONS OF BURIED TOPSOIL BENEATH PARKING LOT AND <br />COURT PAVEMENTS TO BE REMOVED AND REPLACED WITH <br />GRANULAR BORROW OR SUITABLE ON SITE SOIL AS APPROVED <br />BY ENGINEER. EXCAVATED TOPSOIL TO BE SPREAD ON SITE IN <br />GREEN SPACES TO A MINIMUM DEPTH OF 6 INCHES.