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• <br />k' \• \J� r1 <br />▪ 6.7 <br />\� \ <br />\\ \ 5 <br />DIT <br />iii <br />PARKING <br />0' <br />REGRADE\\R 'R YA <br />DIRECT R 70 <br />STRUCTUR, <br />REGRADE LOTLINE AR <br />TO CREATE EOF AT 896. <br />690.57 <br />N <br />GA DEN - INF 1 <br />OCK''1 <br />PR'QP0 D <br />RETAIN VG LOT ,31 <br />WAL2 F.F.E. 905.0 <br />co <br />903.7 0) F 50 I I \ <br />6983 *-- 905 ]a�� I7 <br />TH HALF OF ROOF -- <br />PUM <br />,AD <br />907. <br />�J r <br />INS TO RAIN <br />POND ,3 - C <br />Nit 895.5 <br />= 907.9 '\ <br />EOF = 902,4 <br />10:`( BENCIE = 896.'5 -895.5 <br />9432 <br />0 0.0 <br />'x(11 <br />4-- 90q <br />90 <br />--8 <br />a <br />Y <br />GB <br />-: e9sn <br />err eel 23 <br />TRE(ICH <br />LOADING a °' ST -4 <br />DOCKS , <br />901.0 ,' <br />SOUTH HALF OF ROOF <br />DRAINS TO RAIN <br />9� GARD N > <br />906-- <br />'l POSED <br />,R4T INING <br />wALi\ <br />Pf <br />SPOT ELEVATIONS SHOWN AT \R <br />BUILDINGS ARE LOW OPENING <br />ELEVATIONS <br />\ \ (898.6,0 , <br />\ <br />\ \D/TCH)Nk \ \ \ <br />INTERNAL <br />ROOF DRAIN <br />TO RAIN <br />GARDEN <br />F.F.E. <br />905.6-- <br />•CURB <br />CUT <br />cs <br />.905 <br />40' BUILDING SETBACK <br />(904.9 DITCH) <br />15' PARKING SETBACK <br />(904.5 DITCH) <br />IRAIN GARDEN <br />,ELEV = 902.0 <br />0 60 720 <br />SCALE IN FEET <br />1 INCH = 60 FEET (22- X 34" SHEET) <br />1 INCH = 120 FEET (11 • X 17" SHEET) <br />/NFL TRA BON AREA 1 TO OVERFLOW <br />INTO INFILTRATION AREA 2 <br />II <br />0'- <br />F.F.E <br />906. C <br />LOT <br />4 <br />W <br />7 <br />(904 7 DITCH) <br />(904.3 DITCH) <br />RAIN GARDEN <br />ELEV = 902.0 <br />rXs^ <br />014.3; <br />(9g4.1) <br />yl-- <br />- <br />I -� <br />A <br />SOIL <br />BORINGS <br />BORING <br />DEPTH <br />GROUND WATER <br />ELEVATION <br />SOIL BORING <br />ST- 1 <br />15.5' <br />899. 7 <br />57 -2 <br />15.5' <br />896.1 <br />5T -3 <br />15.5" <br />895.9 <br />ST -4 <br />15.5" <br />894.7 <br />ST -5 <br />15.5" <br />894.7 <br />S7 -6 <br />NOT PERFORMED <br />NOT PERFORMED <br />5T -7 <br />15.5" <br />897.0 <br />S7 -8 <br />15.5" <br />NONE OBSERVED <br />5T -9 <br />15.5• <br />NONE OBSERVED <br />ST -TO <br />NOT PERFORMED <br />NOT PERFORMED <br />ASH STREET <br />SOIL TYPE DESCRIPTION <br />SOIL BORING <br />ST- 7 <br />ST -2 <br />ST -3 <br />5T -4 <br />5T -5 <br />5T -6 <br />5T -7 <br />ST -8 <br />5T -9 <br />ST- 10 <br />SOIL TYPE <br />POORLY GRADED SAND <br />POORLY GRADED SAND <br />POORLY GRADED SAND <br />POORLY GRADED SAND <br />POORLY GRADED SAND <br />NA <br />POORLY GRADED SAND <br />POORLY GRADED SAND <br />POORLY GRADED SANG <br />NA <br />ti <br />ST ALBAN /S S <br />III I - - l �/ <br />ANOKA COUNTY RIGH87OF- -WAY PLAT NO. 48 Jy�' <br />006 - <br />- <br />CSAH NO. 32 <br />- - <br />GSON ROAD) <br />I <br />� J <br />GALVANIZED GRATE (SPLIT) <br />4" X 4" OPEMNG5 <br />NORMAL WATER <br />ELEVATION <br />12" MIN7 <br />\_PIPE SIZE AND LENGTH <br />WI VARY GOING 1N70 P090 <br />000110(15E5 SHALL BE GROUTED ON <br />901N THE OUTSIDE AND INSIDE <br />TYPICAL POND SKINNER <br />NW IV SCALE <br />PIPE SIZE e7LL VARY <br />NORMAL WATER ELEVATION <br />ROUND ALL SEWED «TERSECTIV5 <br />PPROK TOT 9ORE\ <br />CURB AND GUTTER <br />0--t- 3' 0. <br />EXPOSED AGGREGATE <br />1- T OR FLATTER <br />CONCRETE WALK <br />SECDON A -A <br />Q 51864(0 TREATMENT - AFTER NORMAL CONCRETE TlN19NNG. <br />EMBED AGGREGATE. M6E7ING THE REONREM(NTS ff SPEC <br />3737 CA TD 80011790 TO 700 S O THE MATERIAL 1/2" 70 <br />3/8- N WE W THE GREEN CONCRETE. THE EMBEDDED <br />AGGREGATE SHALL PROTRUDE AT (EAST 3/16" ABOK RE <br />CONCRETE SURF41 THE EXPOSED AGGREGATE MAY BE <br />LIGH77 R55ED TD WASH MORTAR OFF Or IT <br />PEDEB7RWV CL AB RAMP <br />Seel <br />NOTE ITRIFY FIRE SERVICE LOCATIONS AND SIZES 07H CITY FIRE MARSHALL. <br />NOTE: 50D ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES. AROUND STORM <br />SEWER FLARED END SECTIONS AND OFF STREET CATCH BASINS <br />NOTE: THE CITY'S PUBLIC WORKS DEPARTMENT MUST BE CONTACTED <br />FOR INSPECTION OF ALL UTILITY WORK PERFORMED. <br />NOTE: SPOT ELEVATIONS AT GUTTERLINE <br />UNLESS 0THERWT5E NOTED. <br />NOTE. REFERENCE SITE PLAN BY ARCHITECT <br />FOR PARKING @ BUILDING DIMENSIONS. ETC <br />NOTE B -672 <br />CONCRETE CURB <br />& GUTTER ALONG <br />ALL EDGES OF <br />PARKING LOT <br />TO 87 DETERMINED <br />BY SOILS ENGINEER <br />1.5" BITUMINOUS NEAR COURSE. Mn D07 2341 <br />1.5- BITUMINOUS BASE COURSE, Mn 007 2331 <br />4• Mn DOT CLASS V AGGREGATE BASE <br />ACCEPTABLE SUB <br />NOTE: TYPE C55 -I TACK COAT SHALL BE PLACED BETWEEN BITUMINOUS LIFTS. <br />NOTE: THE PARKINGLO7 SHALL BE CLEANED PRIOR 70 PLACING <br />THE TACK COAT. <br />PARKING LOT WEAVED <br />NO7 <br />70 SCALE <br />1/2 <br />20" <br />TYPE B -612 CONCRETE <br />CURB 8 GUTTER <br />RADII ONL Y <br />R <br />DEC 1 3 200E <br />IN <br />NOTE PROPOSED BUILDINGS ARE TO BE SLAB ON GRADE <br />EXCEP 7 FOR UNDERGROUND PARKING FOR <br />APARTMENT COMPLEX. <br />CORE <br />DEVELOPMENT SERVICES <br />FROM CONCEPT TO COMPLETION <br />PASSE ENQINEE'tNQ, INC• <br />ant_ ENGINEERS • LAND SURVEYORS <br />MINNEAPOLIS • HUDSON ,„ CAMBRIDGE <br />(763)780 -4107 (715)381 -1150 (763)689.4042 <br />IYWW.passG- EI19.GOm <br />DATE REVISIONS BY <br />2/11C 1 _ RNB - - <br />OTT COMMENTS - 5/13/06 <br />_2/11_ A18 - <br />W750 COMMENTS <br />_ 211ZZO 1 _ A' <br />5750 COMMENTS - 7 /I4 /•- 6 <br />2/25/06_ 1- Aa_? <br />W75D COMMENTS - 7/21/06 <br />1/4103 1 _ Awe <br />WTSD COMMENTS - 7/T I/0- 6 <br />_ 4/W06_ O6 1 RESUBMIT 6.710. <br />- -___- <br />RECORD DRAWING <br />COIFORTS <br />OF M <br />PRELIMINARY <br />GRADING PLAN <br />DRAM <br />RAD <br />SG. <br />AROLCr <br />ase -m <br />