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TRASH & RECYCLE <br />/\ \ <br />\8612 CURB. TIP. <br />\TREE CRATE: TYP. TO <br />\MATCH CITY MODEL <br />\ "eb <br />000 RIdBDN <br />�Ol7�TB. 000. <br />T. STRIPING, TYP. <br />9 <br />CONC. RIBBO <br />CURB. TYP. <br />! <br />\ CONC. RIBBON <br />CURB/ TYP. <br />UNIT OF 6612 CURB <br />AND GUTTER <br />UNIT OF BITUMINOUS <br />PAVEMENT <br />V5 <br />15 <br />8612 CJRB. TYP_ <br />ACCESSIBLE PARKING SPACES, TYP.\ <br />• <br />01.6i1Z,cuRB. TYP. <br />\\ <br />HOTEL <br />83 ROOMS <br />81 PARKING STALLS <br />BLDG: 14,900 S.F. / FL. <br />SITE: 67,291 SF (1.54) ACRES <br />.0 <br />CONC. RIBBON <br />CURB, TYP. <br />• 4 <br />p i <br />BIT. PN,IT. SHALL MEET -�� `•. <br />EXLST. PVMT., TYP. <br />BIT. CURB & GUTTER SHALL <br />MEET 005T. CURB & GUTTER. <br />TYP. <br />sail. <br />-LEVEL CROSS S 1.58 <br />'• / MAX. CROSS SLOPE <br />"� ', FOR ORANAGE <br />i s[: ME- .% " / AM <br />1 <br />= = LOPB:' oi:� 7.56 MAX LOPE,, <br />5 00' MIN. <br />ACCESSIBLE CURB RAMP <br />DETAIL <br />NOT TO SCALE <br />0100( .NAN,w99 GROUP Al. XK.WwuTEAAS AmeA0150N9A.5 <br />1/2" RADIUS- <br />FINISHED <br />r <br />/1 <br />7 <br />3 RADIUS <br />- 5ONR SLOPE <br />GUTTER 3/471' <br />- CONSTRUCT WITH REVERSE SLOPE <br />GUTTER WHERE THE PAVEMENT <br />SLOPES AWAY FROM CURB <br />CURB AND GUTTER (8618) <br />DETAIL <br />NOT TO SCALE <br />0 <br />NOTE: <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 10' -0" 0.5. .5/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />10 0 <br />1/7 W z 3/0 D TOOLED CONTROL <br />JOINT (MAX. 5' 0.5. DIP.) W/ 1/4" RApe. <br />"-LIGHT 66006 015150 <br />/ PERPENDICULAR TO TRAFFIC WITH <br />/ / 3 WIDE 51A00TH TROWELLED <br />F1 15" <br />CONCRETE WALK <br />DETAIL <br />NOT TO SCALE <br />0 <br />5' CANCRElE AS 5000191E0 <br />WI.5 X 01.6 WIRE MESH AND <br />CHARS AS SPECIFIED <br />6° CUSS 5 AGGREGATE BASE <br />COMPACTED SUBGRADE <br />NOTES: <br />1. SEE LAYOUT DRAWINGS <br />FOR LIMITS OF WALKS. <br />2. 1/3' WIDE EXPAN0.108 <br />JOINT AT CURBS. <br />3. WIRE MESH REQUIRED <br />FOR WALKS 6' WIDE CR 114 <br />LOCATIONS FOR VEHICULAR <br />TRAFFIC. <br />LIMIT OF BITUMINOUS <br />PAVEMENT <br />LIMIT OF 8612 CURB <br />AND GUTTER <br />UNIT OF BITUMINOUS <br />PAVEMENT <br />LIMIT OF 8612 CURB <br />AND GUTTER <br />BIT. CURB & GUTTER SHALL <br />A10T EXIST. CURS & CUTTER. <br />1YP. <br />BIT. PVMT. SHALL MEET <br />EXIST. 0001. TYP. <br />IIilIIIilli� /ma� III�iIIIIII !! <br />d <br />I" WEARING COURSE <br />TACK COAT <br />7 BASE COURSE <br />B° CLASS 5 <br />AGGREGATE SUBBASE <br />COMPACTED <br />SUBGRAOE <br />BITUMINOUS PAVEMENT <br />DETAIL <br />NOT TO SCALE <br />C2.0 <br />SLOPE GUTTER <br />3/4 "/1• <br />CONTINUOUS SLOPE CONCRETE <br />/ : CURB AND GUTTER <br />% ,-.PAVEMENT MATERIALS <br />FIN15HE0 GRADE 1 r SEE DETAIL <br />RIBBON CURB AND GUTTER <br />DETAIL <br />NOT TO SCALE <br />NOTE: <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 10' -0 0.C. 4/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />25 R <br />LTO <br />CONSTRUCTION <br />AREA <br />PLAN <br />TO CONSTRUCTION AREA <br />FINISHED <br />GRADE <br />25' <br />6' MIN CRUSHED STONE <br />75' 9.11I1400 <br />EXISTING UNDISTURBED <br />4-- LAYOUT AND PAVING NOTES: - - <br />1. CONSTRUCTION AND INSTALLATION SHALL BE IN <br />ACCORDANCE WITH CITY ORDINANCE. <br />2. LOCATIONS OF STRUCTURES. ROADWAY PAVEMENTS, <br />CURBS AND GUTTERS. BOLLARDS. AND WALKS ARE <br />APPROXIMATE AND SHALL BE STAKED IN THE FIELD PRIOR <br />TO INSTALLATION FOR REVIEW AND APPROVAL 00 THE <br />ENGINEER/LANDSCAPE ARCHITECT. <br />3. DECORATIVE PAVER LIMITS AND LAYOUT SHALL BE <br />STAKED IN THE FIELD FOR REVIEW AND APPROVAL BY THE <br />LANDSCAPE ARCHITECT. CONTRACTOR SHALL SUBMIT <br />COLORS AND MATERIALS FOR 8E0E0 AND APPROVAL BY <br />NNE LANDSCAPE ARCHITECT. <br />4. DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING <br />DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. <br />105411014 OF BUILDINGS ARE APPROXIMATE AND SHALL <br />COORDINATE 0114 THE ARCHITECTURAL DRAWINGS. <br />5. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED AT <br />ALL ENTRANCES IN ACCORDANCE TO THE CITY ORDNANCE. <br />6. PARKING STALLS SHALL BE STRIPED WT14 A 4" WIDE <br />WHITE PAINTED LINE. ACCESSIBLE ACCESS AISLES SHALL BE <br />PAINTED WITH A 4" WIDE %MITE PAINTED 11NE: 16" ON <br />CENTER AND AT 45' ANGLES TO THE STALL. STOP LINES <br />SHALL BE 04" WIDE WHITE PAINTED LINE. <br />7. HORIZONTAL AND VERTICAL ALIGNMENTS SHALL <br />COORDINATE WITH THE EXISTING BENCHMARK AS INDICATED <br />ON THE SURVEY/EMS11NG 509010085 DRAWING. <br />PLANNING NOTES: <br />1. SHARED PARKING ANALYSIS SHALL BE SUBMITTED WITH <br />THE APPLICATION FORM IN SPREADSHEET FORMAT. SEE <br />SPREADSHEET TO COMPARE PERCENTAGE OF PEAK DEMAND <br />FOR KEY T0ES. <br />SIGN SCHEDULE: <br />I STOP SIGN (61 -1) <br />® HANDICAPPED PARKING (1-34A) <br />& 6200 FINE (1 -39) - VAN <br />ACCESSIBLE (117 -88) <br />MOUNT BELOW SIGN B <br />.) HOTEL CHECK -IN. DROP -OFF <br />AND PICK -UP <br />E RADIUS <br />17 DIAMETER <br />G LINE WIDTH <br />3" LINE W10051 <br />5' 6° SQUARE OVERALL <br />16" RADIUS <br />ACCESSIBLE PAVEMENT SYMBOL <br />DETAIL <br />NOT TO SCALE <br />EXISTING UNDISTURBED <br />I AXRLE FILTER FABRIC <br />NOTES. PROFILE <br />PROVIDE APPROPRIATE TRANSITION BETWEEN STAB1U2ED CONSTRUCTION <br />ENTRANCE AND UNDISTURBED ROADWAY. <br />THE ENTRANCE SHALL BE MAINTANE0 IN A CONDITION 104I014 WALL PREVENT <br />TRACKING OR FLO94140 OF SEDIMENT ONTO UNDISTURBED ROADWAY. <br />THIS MAY REWIRE PERIODIC TOP DRESSING MTH ADDITIONAL STONE OR ADDING <br />STONE TO THE LENGTH OF 140 ENTRANCE <br />REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. <br />ALL SEDIMENT SPILLED, DROPPED. WASHED. OR TRACKED ONTO UNDISTURBED <br />ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. <br />igir MA-PI! <br />1 °142: <br />ROADWAY <br />STABILIZED CONSTRUCTION ENTRANCE <br />DETAIL <br />NOT TD SCALE <br />0 <br />i <br />551E0 GRADE <br />- PAVEMENT MATERIALS <br />VARY SEE PLAN <br />SLEEVE TO <br />ACC01.11A0DATE <br />REPLACEMENT POST <br />PROCESSED GRAVEL BASE <br />GALVANIZED STEEL FASTENER <br />(TYP OF 2) <br />ENGINEER GRADE REFLECTNE <br />SCREENED STEEL PANEL AS <br />SPECIFIED <br />GALVANIZED STEEL FLANGED <br />CHANNEL POST AS <br />SPECFIED <br />12" DIA. CONC. FOOTING. <br />SLOPE TOP OF FOOTING <br />190 . TO DRAIN <br />IV <br />�D IE COMPAC105 50058000 <br />11 -1 1- <br />SITE TRAFFIC SIGN (STS) <br />DETAIL <br />NOT TO SCALE <br />0 <br />'5 4?I 0' <br />E.. » <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />lHARTFORD <br />_ G"ff= <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />u1mvN9uttsw95 <br />MN MAE, NN. <br />SIR- 7K130A <br />95bN61M1 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />WOODS EDGE <br />HOTEL <br />PROJECT <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />00/15/05 CRY 54000141 <br />00/27/06 CI11 6 04401AL <br />REV. THIS SHEET <br />r, NO REV. THIS SHEET <br />SHEET TITLE: <br />SITE <br />LAYOUT <br />AND <br />PAVING <br />PLAN <br />SHEET NUMBER: <br />C2.0 <br />