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f <br />1`I ' s <br />__,� \ BERM 1190 5 <br />(901.1\ <br />901.1 <br />DITCH) <br />RAINTA TO <br />POND 2 <br />0 <br />O O <br />(.9602 <br />0,2 <br />r'5100 •9_.) (902.8) <br />tr(90 <br />ryo <br />(00.2) 0 <br />(899. 0 <br />) 8 <br />2___,_ <br />0UTLET'5TI ,ETUR <br />\ 900 <br />X98. $I YI <br />\C\j� /� (898.\\4 <br />900.0 -899.0 <br />(8 <br />I <br />903.8 V,V <br />900. <br />�a- <br />I <br />1 <br />ercb <br />X90 <br />91) <br />6' • 01.5 RAINCARDEN 70 0 <br />POND <br />NAL > 903.0 <br />Hit 4905.5 • <br />E0i; # 905.6 ' <br />10 :11 BENCH = 901.0 -902.0 <br />907 8 290 RFLOW TO POND i <br />99.: '' <br />WETLAND DELINEATIS <br />BY GRAHAM EIJV <br />CURB..- o.2) <br />,v (90 <br />00 0 <br />0 --� <br />909.0 <br />(904.1 DITCH) <br />(904.6 DITCH) <br />(904.9 DITCH) <br />b II I <br />- III <br />v IY <br />N I <br />(905.1 DITCH) <br />1 <br />1 <br />99.0 <br />902.8 <br />%0' <br />903.7 <br />(905.4 DITCH) <br />(905.3 DITCH) <br />(904.9 DITCH) <br />..0 75' PARKING SETBACK <br />O <br />1 40' BUILDING SETBACK <br />¢ ' :I <br />779 <br />11 <br />II <br />l I <br />y l <br />�11 <br />011 11 <br />=I; <br />SPOT ELEVATIONS SHOWN AT REAP <br />BUILDINGS ARE LOW OPENING <br />ELEVATIONS <br />REGRADE GOTLIN£ AR <br />TO CREATE EOF AT 896. <br />s1 <br />1, <br />v <br />w ASSN <br />=7Sl <br />oNs. BMW <br />896.' <br />��r89• w <br />:09 B-1TCH) <br />L -I <br />\ \ \\ \ \. I <br />1 �Y <br />/pp` PosEti <br />, INING <br />, /REIR n' <br />NOTE' VERIFY FIRE SERVICE LOCATIONS AND SIZES MTN CITY FIRE MARSHALL <br />NOTE' SOD ALL DISTURBED DRAINAGE AREAS INCLUDING SHALES, AROUND STORM <br />SEWER FLARED END SECTIONS AND OFF STREET CATCH BASINS <br />1401E: THE CITY5 PUBLIC WORKS DEPARTMENT MUST BE CONTACTED <br />FOR INSPECTION OF AU UTILITY WORK PERFORMED <br />NOTE: SPOT ELEVATIONS AT GUTIERLN£ <br />UNLESS OTHERMSE NO7ED. <br />NOTE: REFERENCE SITE PLAN BY ARCHITECT <br />FOR PARKING .5 BUILDING DIMENSIONS. ETC <br />TRE?NCH ' - <br />LOADING <br />_. DOCKS / <br />901.0 1 <br />9 SOUTH HALF OF ROOF <br />�1L DRAINS TO RAIN ' <br />GAR' N > <br />DITCH) <br />LAIN GARDEN <br />,ELEV = 902.0 <br />NOTE: PROPOSED BUILDINGS ARE TO BE SLAB ON GRADE <br />EXCEPT FOR UNDERGROUND PARKING FOR <br />APARTMENT COMPLEX <br />INTERWAL <br />ROOF DRAI <br />TO RAIN <br />GARDEN <br />F.F.E. <br />(904.7 DITCH) <br />(904.3 DITCH) <br />D 60 110 <br />SCALE IN FEET <br />1 INCH - 60 FEET (22" X 34 SHEET) <br />1 INCH - 120 FEET or ` x l7" SHEET) <br />INSTALL SILT <br />FENCE .ROUND <br />PERIMETER OF <br />RAW 0.R0EN <br />DURING <br />CONSTRUCCON <br />PLANTINGS - SEE 7757 8(7011 <br />PLANT RAIN GARDEN DETAIL • ' SPACI.G <br />I T OUTLET STRUCTURE, / <br />RP/ <br />1X71 • .s4 ti? <br />SKEET SLOW <br />SOD AROUND RAW GARDEN <br />1 ROLLS HIDE <br />UNCOIPAC70 NATIVE 50IL <br />DEPRESS RAW <br />6- MIN FRON <br />TERRA. <br />70 VOW <br />R(C■6740E0 PLANTS: <br />PWX TURTLE HEAD <br />0.41147 <br />MEW. PLAN7 <br />71429.2 <br />8700007 GERAIM. <br />HOS. 710741 STANDARD- <br />RECONEN8E0 SHRUBS' <br />SLAM CHOVEIN 07 <br />RED -OSIER 0050007 <br />LON BUSH 607(756011 <br />AN .48(1*( HTORANGEA <br />8 <br />7 MAX 50(57077 <br />T DEEP SING/1- <br />56E00(0 <br />NARDWDOD MULCH <br />SOIL IPXNRE: <br />NO MIMING OF SANDY 50LS <br />40X SEMI - COURSE W494E0 OR <br />NATIVE SAND. <br />30X MNDOT GRADE 2 COMPOSE <br />400 30X 11.4770E 700501097 <br />*07UNE). <br />WSTALL SILT <br />FENCE AROUND <br />PERMEIER OF <br />RAIN CARDEN <br />DURING <br />CONSTRUCTION <br />PLANTINGS - SEE LIST BELOW <br />RAIN GARDEN DETAIL PLANT a 5 SPACING <br />(WITHOUT OUTLET STRUCTURE) / <br />;sz 1.• 4 Y LX3 <br />SHEET FLOW <br />500 AROUND RAW GARDEN <br />Z ROLLS BRIE <br />UNCOMPACTED 0.771E SUB. <br />DEPRESS RAW CAMDEN <br />6" MN FROM SURROuNDING <br />TERRA. <br />RECOIEN0E0 PLANTS <br />PINK TURTLE HEAD <br />partly, <br />OBEDIENT PLANT <br />TIM702Y <br />870800T CERAM. <br />HOS7A ROYAL STANDARD- <br />RECOMENDED SHRUBS: <br />BLACK CNOK BERRY <br />RED -0541 DOGWOOD <br />LOW BUSH HONEYSUCKLE <br />ANNABELLE 777DRANF{A <br />I MAX SIDE5LOPE <br />2- DEEP SINGLE <br />SHREDDED <br />HARDWOOD WLCH <br />SOIL 7066.477 <br />NO MINING OF SANDY SOILS. <br />40116 SEMI -COURSE WASHED OR <br />NA 774E SAND. <br />30.2 MN00T GRADE 1 COMPOSE <br />AND 30X NAn0E TORSO/LBW <br />VOLUME). <br />RECEIVED <br />DEC 1 3 2006 <br />cm, OF LINO LAKES <br />in- REVISIONS gy <br />-111° 1 _ RMB _ <br />OTY [07071(1175 - 6%13%06 <br />- <br />1/WpirWTSD COMMENTS <br />_11106 1_aWy__ <br />W75D COMMENTS - 7/14/06 <br />21210L1_A _ <br />11730 COMMENTS - 7/21/06 <br />07SD COMMENTS - 8 /71/06 <br />a/I2 _1_? _ <br />RESUBMIT P.U.D. <br />RECORD DRAWING <br />8' <br />DEVELOPMENT SERVICES <br />FROM CONCEPT TO COMPLETION <br />PASSE ENINEERING, INC. <br />CIVIL ENGINEERS • LAND SURVEYORS <br />MMIAEIYOLLS • HUDSON • CAMBRIDGE <br />(763)780 -41C0 (715)381 -1250 (763)689-4042 <br />W WMLPOSSe -0119 CORI <br />67777(8. RM0i nre 705754 R6N <br />7TP �yl' co Y 7 R Hr <br />.45 b•�ACtLX� =� r-- <br />`T /0 <br />702 <br />COMFORTS <br />OF HOME <br />PRELMLIRY <br />GRADING PLAN <br />778 <br />7061771 <br />GZ <br />