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PARKIN <br />11- / C /:,( at L2 f <br />40 BUILDING SETBACK <br />1111111Will <br />I <br />(904.9 DITCH) <br />• 15 PARKING SETBACK <br />1111 X III I I <br />i I <br />i <br />O I I' <br />I <br />REGRADE\\R <br />DIRECT RU(J <br />STRUCTUR <br />NORMAL WATER <br />ELEVATION <br />12" 9IN7 <br />PIPE SIZE MOLL VARY <br />NORMAL WATER ELEVATION <br />PIPE SIZE AND LENGTH <br />9071 VARY GONG INTO POO <br />60 120 <br />DOGHOUSES SHALL BE GROUTED ON <br />BOTH THE OUTSIDE AND INSIDE. <br />REGRADE LOTLINE AR <br />TO CREATE EOF AT 896. <br />\ <br />R. roan <br />6x1.2.! <br />CV <br />_95 .95. <br />85587 <br />POND <br />Nit 8 <br />NNE = 90 <br />EOF = 90 <br />10 :•1 BEN <br />TRENCH MI 1 <br />►1 LS G 57 -4# <br />906' <br />901.0 ; <br />SOUTH HALF OF ROOF <br />RAINS TO RAIN <br />9� GARD N > <br />(904.5 DITCH) <br />LIN GARDEN <br />,ELEV = 902.0 <br />SCALE IN FEET <br />1 INCH = 60 FEET (22" X 34' SHEET) <br />7 INCH = 120 FEET (1I" X 17" SHEET) <br />NF7L7RA770N AREA 1 TO OVERFLOW <br />INTO INFILTRATION AREA 2 <br />(904.7 DITCH) <br />�;�R�POSk <br />,h47 /N /NG <br />,WALY \ <br />P \ \ \ (898.0' <br />\ \DITCH)N, <br />V "\-� <br />( <br />SPOT ELEVATIONS SHOWN ATVs <br />BUILDINGS ARE LOW OPENING <br />ELEVATIONS <br />(904.3 DITCH) <br />CURB <br />CUT <br />RAIN GARDEN <br />ELEV = 902.0 <br />f <br />MIN O WEAR <br />_L /�I� �899.4/ <br />I�7 I D4CH),902\ <br />I .I <br />{ <br />I + I \ <br />- r- <br />_ I <br />I11 EX. RET WALL <br />lil <br />l <br />I <br />EX. GRA VEL A • <br />SEX. <br />BID <br />Raven AM SLOPED IVIERSECIMYIS <br />�APMDx Mr SLONE <br />NOTE 8 -672 <br />CONCRETE CURB <br />& GUTTER ALONG <br />ALL EWES OF <br />PARKING LOT. <br />B17LAINVOUS NEAR COURSE Mn D07 2347 <br />7.5" BITIAMINOLIS BASE COURSE. Mn DOT 2331 <br />4' Mn D07 C2A5T V AGGREGATE BASE <br />ACCEPTABLE B <br />NOTE: TYPE C55 -7 TACK COAT SHALL BE PLACED BETWEEN BITUMINOUS LIFTS <br />NOTE: THE PARKINGLOT SHALL BE CLEANED PR1OR TO PLACNG <br />THE TACK COA7. <br />PARKING AOT Witt V ED <br />NOT <br />f 1 I <br />A / / 1 <br />• UI. <br />ry 511. 1 <br />L1 <br />\II <br />ASH STREET <br />• / _ (� <br />►r 1 <br />ANOKA COUNTY RIGHy0F -WAY PLAT NO 48 <br />LINO AND CUTTER <br />6' <br />(ARMED AGGREGATE <br />(F FLATRR <br />CONCRETE RACK <br />SECTION •-A <br />O 51MF4CE TREATMENT - AFTER NOR AL CONCRETE TINNIG. <br />EMBED AGGTEG470 MEETING TIE REOIMTEMENTS DT 5TEC. <br />3137 CA 70 ML*NaD 70 100 Z Or 7K MATERIAL T/7' 7n <br />3/8' IN 92E IN 7K GREEN CONCRETE. 770 EMDEN: D <br />AGGREGATE SNAIL PROTRUDE AT LEAST 3/75" ABC. INf <br />CONCRETE SURFACE DE 747705(0 AGOREGA70 MAY BE <br />LK.N77 Y RINSED 70 WA95 MORTAR ON Or IL <br />GSA/ NO 32 - <br />SOIL TYPE DESCRIPTION <br />SOIL BORING <br />ST -1 <br />ST -2 <br />ST -3 <br />ST -4 <br />S7 -5 <br />ST -6 <br />ST- 7 <br />57 -8 <br />ST -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 SAND <br />NA <br />PEDESTRIAN CURB RAMP <br />Mrt <br />NOTE YERIFY FIRE 5ERMCi LOCATIONS AND SIZES 111714 CITY FIRE MARSHALL. <br />NOTE. 50D ALL DISTURBED DRAINAGE AREAS INCLUDING SWALES. AROUND STORM <br />SEWER FLARED END SECTIONS AND OFF STREET 04701 BASINS <br />NOTE." THE CITY'S PUBLIC WORKS DEPARTMENT MUST BE CONTACTED <br />FOR INSPECTION OF ALL UTILITY MTIRK PERFORMED. <br />NOM 5P07 ELEVATIONS AT GUTTERLRNE <br />UNLESS O7HER0$ NOTED. <br />NOTE: REFERENCE SITE PLAN BY ARCHITECT <br />FOR PARKING & BUILDING DIMENSIONS ETC. <br />0 <br />TYPE 8-612 CONCRETE <br />CURB 6 GUTTER <br />RADII ONLY' <br />1/2 <br />D SCALE <br />R <br />DEC 1 3 200E <br />CITY O S <br />NOTE: PROPOSED BUILDINGS ARE TO BE SLAB ON GRADE <br />EXCEPT FOR UNDERGROUND PARKING FOR <br />APARTMENT COMPLEX. <br />OF <br />CORE <br />PASSE ENGINEERING, INC'. <br />CIVIL ENGINEERS • LAND SURVEYORS <br />MTh81 APOLIS , HUDSON R CAMBRIDGE <br />(763)780 -4100 .(715)381 -1150 (763)689 -4042 <br />DEVELOPMENT SERVICES <br />FROM CONCEPT TO COMPLETION <br />MRVW.POSSC- eng.COm <br />DATE REVISIONS BY <br />_111° 1 -?W8 _ <br />CITY COMMENTS - 6/23/06 <br />- 1110 1 _ AAR.- - <br />M75D COMMENTS <br />1771Di1_r.»�- <br />W75D COMMENTS - 7/14/06 <br />12�1_ARE_ . <br />WPM COMMENTS - 7/21/06 <br />11!OM <br />0757 COMMENTS - 7/11/06 <br />_12/i'� 1_ <br />RESUBMIT P.U.O. <br />—RECORD RECORD DRAWING <br />J <br />MAW a7MP 7 ALAN SPECOCAO61 • OR REMIT MIS " Mr W07 ULCER or <br />0180! SxPER NC <br />L•RS ® �T ��pp <br />•' ' :- g7A6hl5Rs <br />TAO Fr <br />oAE <br />smite x8[!51449 <br />COMFORTS <br />OF NNE <br />GRADING PLAN <br />MAO <br />SCALE <br />11x0.67! <br />OIL 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 />75.5' <br />896.1 <br />5T -3 <br />15.5' <br />895.9 <br />ST -4 <br />15.5' <br />894,7 <br />5T -5 <br />15.5' <br />894.7 <br />ST -6 <br />NOT PERFORMED <br />NOT PERFORMED <br />ST-7 <br />75.5• <br />897.0 <br />5T -8 <br />15.5" <br />NONE OBSERVED <br />ST -9 <br />75.5' <br />NONE OBSERVED <br />ST -70 <br />NOT PERFORMED <br />NOT PERFORMED <br />ASH STREET <br />• / _ (� <br />►r 1 <br />ANOKA COUNTY RIGHy0F -WAY PLAT NO 48 <br />LINO AND CUTTER <br />6' <br />(ARMED AGGREGATE <br />(F FLATRR <br />CONCRETE RACK <br />SECTION •-A <br />O 51MF4CE TREATMENT - AFTER NOR AL CONCRETE TINNIG. <br />EMBED AGGTEG470 MEETING TIE REOIMTEMENTS DT 5TEC. <br />3137 CA 70 ML*NaD 70 100 Z Or 7K MATERIAL T/7' 7n <br />3/8' IN 92E IN 7K GREEN CONCRETE. 770 EMDEN: D <br />AGGREGATE SNAIL PROTRUDE AT LEAST 3/75" ABC. INf <br />CONCRETE SURFACE DE 747705(0 AGOREGA70 MAY BE <br />LK.N77 Y RINSED 70 WA95 MORTAR ON Or IL <br />GSA/ NO 32 - <br />SOIL TYPE DESCRIPTION <br />SOIL BORING <br />ST -1 <br />ST -2 <br />ST -3 <br />ST -4 <br />S7 -5 <br />ST -6 <br />ST- 7 <br />57 -8 <br />ST -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 SAND <br />NA <br />PEDESTRIAN CURB RAMP <br />Mrt <br />NOTE YERIFY FIRE 5ERMCi LOCATIONS AND SIZES 111714 CITY FIRE MARSHALL. <br />NOTE. 50D ALL DISTURBED DRAINAGE AREAS INCLUDING SWALES. AROUND STORM <br />SEWER FLARED END SECTIONS AND OFF STREET 04701 BASINS <br />NOTE." THE CITY'S PUBLIC WORKS DEPARTMENT MUST BE CONTACTED <br />FOR INSPECTION OF ALL UTILITY MTIRK PERFORMED. <br />NOM 5P07 ELEVATIONS AT GUTTERLRNE <br />UNLESS O7HER0$ NOTED. <br />NOTE: REFERENCE SITE PLAN BY ARCHITECT <br />FOR PARKING & BUILDING DIMENSIONS ETC. <br />0 <br />TYPE 8-612 CONCRETE <br />CURB 6 GUTTER <br />RADII ONLY' <br />1/2 <br />D SCALE <br />R <br />DEC 1 3 200E <br />CITY O S <br />NOTE: PROPOSED BUILDINGS ARE TO BE SLAB ON GRADE <br />EXCEPT FOR UNDERGROUND PARKING FOR <br />APARTMENT COMPLEX. <br />OF <br />CORE <br />PASSE ENGINEERING, INC'. <br />CIVIL ENGINEERS • LAND SURVEYORS <br />MTh81 APOLIS , HUDSON R CAMBRIDGE <br />(763)780 -4100 .(715)381 -1150 (763)689 -4042 <br />DEVELOPMENT SERVICES <br />FROM CONCEPT TO COMPLETION <br />MRVW.POSSC- eng.COm <br />DATE REVISIONS BY <br />_111° 1 -?W8 _ <br />CITY COMMENTS - 6/23/06 <br />- 1110 1 _ AAR.- - <br />M75D COMMENTS <br />1771Di1_r.»�- <br />W75D COMMENTS - 7/14/06 <br />12�1_ARE_ . <br />WPM COMMENTS - 7/21/06 <br />11!OM <br />0757 COMMENTS - 7/11/06 <br />_12/i'� 1_ <br />RESUBMIT P.U.O. <br />—RECORD RECORD DRAWING <br />J <br />MAW a7MP 7 ALAN SPECOCAO61 • OR REMIT MIS " Mr W07 ULCER or <br />0180! SxPER NC <br />L•RS ® �T ��pp <br />•' ' :- g7A6hl5Rs <br />TAO Fr <br />oAE <br />smite x8[!51449 <br />COMFORTS <br />OF NNE <br />GRADING PLAN <br />MAO <br />SCALE <br />11x0.67! <br />