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\ • \/2g4v\\ <br />\ \ \Lk\ s <br />\\ <br />/ 6.7 <br />\ \ i DIT H) <br />OW <br />\ <br />\ \ <br />-- <br />REGRADE LO7L/NE R \ \\ <br />TO CREATE EOF AT 896.O <br />/ PAWN <br />SUM <br />RAD <br />907. <br />860 <br />\ \\ = <br />\\ '9,4.5 <br />\a \\ ' <br />.\ <br />to <br />896. , <br />89 • • 11. <br />\ \ \ (596. <br />.- IDITCHA <br />\\ <br />\/i/ <br />- <br />Y 88087 <br />`,F <br />POND 3- <br />NWL =8' <br />WL • 90 <br />o E0F = 90 <br />10'\( BENS <br />PEAK OU • <br />7ENCHI IN <br />DOCKSG ,�� ST-4 <br />-906 <br />901.0 ■ <br />rj ' , <br />I <br />D~\~ f 'f <br />1 , <br />903.8. <br />F.F. <br />906. <br />LOT <br />40' BUILDING SETBACK' <br />(904.9 DITCH) <br />15' PARKING SETBAOC <br />RAIN GARD, <br />ELEV = 90 <br />(904.5 DITCH) <br />(904.7 DITCH) <br />(904.3 DITCH) <br />RAIN GARDEN <br />ELEV = 902.0 <br />03.1 <br />905.0' <br />5 <br />EX RET. WALL <br />SOIL <br />BORINGS <br />BORING <br />DEPTH <br />GROUND WATER <br />ELEVATION <br />SOIL BORING <br />ST -7 <br />15.5' <br />899.1 <br />ST -2 <br />15.5' <br />896.1 <br />ST-3 <br />15.5' <br />895.9 <br />5T -4 <br />15.5' <br />894.7 <br />ST-5 <br />15.5' <br />894.7 <br />ST-6 <br />NOT PERFORMED <br />NOT PERFORMED <br />ST-7 <br />15.5' <br />897.0 <br />ST-8 <br />15.5' <br />NONE OBSERVED <br />ST-9 <br />15.5' <br />NONE OBSERVED <br />ST-10 <br />NOT PERFORMED <br />NOT PERFORMED <br />ASH STREET <br />COMM ANOKA F-WAY PLAT NO 48 <br />C.SAH Na 32 <br />C - <br />== - *06 - -t. <br />SOL TYPE DESCRIP710N <br />SOIL BORING <br />SOIL TYPE <br />ST-1 POORLY GRADED S4ND <br />ST-2 POORLY GRADED S4ND <br />ST -3 POORLY GRADED SAND <br />ST-4 POORLY GRADED SAND <br />ST-5 POORLY GRADED 54N0 <br />ST-6 NA <br />ST-7 POORLY GRADED SAND <br />ST-8 POORLY GRADED SAND <br />ST-9 POORLY GRADED SAND <br />ST-10 NA <br />11 <br />8 II 7 11 <br />�.0 J <br />O W 120 <br />SCALE IN FEET <br />1 INCH = 60 FEET (22' X 34' SHEET) <br />1 INCH = 120 FEET (11' x 17' SHEET) <br />I11019 OF WALK <br />ROUND ALL SLOPED INTERSECTIONS ''\\ <br />APPROX 10e7 SLOPE <br />I <br />S'-0- <br />14-0' <br />e• jCLAW AND CUTTER EXPOSED AGGREGATE <br />CONCRETE PAIR <br />9C7TON A -A <br />(D SURFACE TREATMENT - AFTER NORMAL CONC/E7E 718484 <br />OWED AGOT EG4TE LIE7NG 17E IE1XIIREMDWS OF SPEC <br />3137 04 70 MODRED ID TOO 77 F BE MATERIAL 1/2' ID <br />3AT N SIZE N BE GRIM CONCRETE 77E EMBEDDED <br />AGGREGATE SHALL PROTRUDE AT [EAST 3/16' A801E PE <br />CONCRETE SURFACE 71E EPOSED AGATE MAY BE <br />WIRY RINSED 70 WASH MORTAR OFF OF IT <br />PEDE13TRIAN CM RAMP <br />RI IDLE <br />NOTE NOWT FIRE SERNCE LOCATIONS AND SIZES 787N CITY FIRE MARSHALL <br />NOTE SOD ALL DISTURBED DRAINAGE AREAS INCLUDING SWALES AROUND STORM <br />SERER FLARED END SECRONS AND OFT STREET CATCH BASINS <br />NOTE THE CITY'S PUBUC KIRKS DEPARTMENT MUST BE CONTACTED <br />FOR 1NSPECDON OF ALL UUUTY WORK PERFORMED. <br />NOTE SPOT ELEVATIONS AT GU 7ERLNE <br />UNLESS 011ER1I5E NOTED. <br />NOTE REFERENCE 517E PLAN BY ARCHITECT <br />FOR PARIGNG & BUILDING DRENSPONS ETC. <br />1.5' BITUMINOUS REAR COURSE *9, DOT 2341 <br />1.5' BITUMINOUS BASE COURSE MR DOT 2331 <br />4' AR, DOT CLASS V AGGREGAIE BASE <br />NOTE T185 CSS-1 TACIT COAT SHALL BE PLACED BEIREEN BITUMINOUS LIFTS <br />NOTE THE PARKINQ.OT SHALL Be CLEANED PRIOR 70 PLACING <br />DE TAM COAT <br />PARKING LOT SEC770N <br />NOT TO SCALE <br />NOTE PROP a <br />EX* FOR <br />APAR ENT C <br />JUL 1 0 2006 <br />CITY OF LINO LAKES <br />GRADE <br />DEVELOPMENT SERVICES <br />FROM CONCEPT TO COMPLETION <br />PASSE ENG ING, !NC. <br />(763 <br />SURVEYORS <br />CAMBRIDGE <br />-1150 (763)689-4042 <br />KATE REVISIONS BY <br />_17 1_ RIB <br />- <br />CITY COMMENTS - 6/23/06 <br />RECORD DRAWING <br />J <br />OF HOW <br />PR UARNARY <br />GRADING PLAN <br />GRAIN <br />RFD <br />SOME <br />TN0ECT <br />636-89 <br />G1 <br />