Laserfiche WebLink
—G06 <br />TRASH k RECYCLE <br />tPVOS�/ <br />/ <br />LIMIT OF 4612 CURB <br />AND GUTTER <br />IRRIGATED <br />AREA <br />OMIT OF BITUMINOUS <br />PAVEMENT <br />SOD <br />UNIT OF BITUMINOUS <br />PAVEMENT <br />LIMIT OF 0612 CURB <br />AND CUTTER <br />iP. <br />�� III <br />h 11 111 SUBGRADE <br />1" WEARING COURSE <br />TACK COAT <br />2" BASE COURSE <br />5' CLASS 5 <br />AGGREGATE 000002E <br />LIMIT OF BITUMINOUS <br />PAVEMENT BITUMINOUS PAVEMENT <br />LIMIT OF 0612 CURB <br />AND G11TTR <br />ACCESSIBLE PARKING SPACES, TYP <br />// 50D <br />• <br />HOTEL <br />8 ROOMS <br />87 PAR'ND °S S <br />BLDG: 14,9 .F. / FL. <br />SITEr. 5, 00 S.F. <br />1.50 AC ES) <br />\ s9 <br />\ • <br />• <br />SOD <br />i <br />SOD <br />CON CURE, ON <br />AL <br />S.F. <br />111) ':. PVMT. SHALLAAEETT <br />'E ST.�Pvim, ITO. <br />BIT. CURB & CUTIERSHALL / <br />---,MEET. T. EN%G1/TTER_. <br />wri <br />• <br />hi <br />LEVEL LANDING 1.55 <br />MAX CROSS SLOPE <br />FOR ORA/NAGE <br />Sr- <br />M — <br />Mqy 519? <br />7.5% <br />I 5.00' MIN. <br />ACCESSIBLE CURB RAMP <br />DETAIL <br />NOT TO SCALE <br />1 /2' RADIUS <br />MD <br />II_ <br />Y RADIUS <br />ii®RBR1 R SLOPE <br />GUTTER 3/4/1' <br />CONSTRUCT WITH REVERSE SLOPE <br />GUTTER WHERE THE PAVEMENT <br />SLOPES AWAY FROM CURB <br />CURB AND GUTTER (B618) NOTE: <br />1. INSTALL CONSTRUCTION <br />2 JOINTS AT 10' -0• D.C. +/— <br />DETAIL <br />NOT TO SCALE <br />C2.0 <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDMONS <br />/; <br />• <br />!' \ <br />i <br />c�j5�� �• <br />SOD <br />v.. <br />„ <br />20' <br />CONCRETE WALK <br />DETAIL <br />NOT TO SCALE <br />1/2' W x 3/4" D TOOLED CONTROL <br />JOINT (MAX. 5' 0.C. TV?.) W/ 1/4 RADII. <br />UCHT BROOM FINISH <br />PERPENDICULAR 10 TRAFFIC WITH <br />E3" WIDE SMOOTH TROWELLED <br />S CONCRETE AS SPECIFIED <br />W1.6 X W1.6 WIRE MESH AND <br />CHAIRS AS SPECIFIED <br />r CLASS 5 AGGREGATE BASE <br />COMPACTED 511505 DE <br />NOTES: <br />1. SEE LAYOUT DRAWINGS <br />FOR UMITS OF WALKS. <br />2. 1/2" WIDE EXPANSION <br />JOINT AT CURBS. <br />3. WIRE MESH REQUIRED <br />FOR WALKS 6' WIDE OR IN <br />LOCATIONS FOR VEHICULAR <br />TRAFFIC. <br />BIT. CURB & CUTTER SHALL <br />MEET EXIST. CURB & GU.T TER, <br />BIT. PVMT. SHALL MEET ' - <br />EXIST. PVIAT., TYP. R i <br />FINISHED 01440E <br />DETAIL <br />1400 TO SCALE <br />1 <br />C2.0 <br />LOPE GUTTER <br />3/4 "/1' <br />ONTIN0000 SLOPE CONCRETE <br />CURB AND CUTTER <br />PAVEMENT MATERIALS <br />SEE DETAIL <br />RIBBON CURB AND GUTTER <br />DETAIL <br />NOT TO SCALE <br />440101 <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 10' -0' 0.C. +/- <br />2. BASE DEPTH DEPENDANT <br />UPON 501L CONDITIONS <br />TO <br />CONSTRUCTION <br />AREA <br />PLAN <br />TO CONSTRUCTION AREA <br />FINISHED <br />GRADE <br />0 MIN CRUSHED STONE <br />75' MINIMUM <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 111E FIELD PRIOR <br />TO INSTALLATION FOR REVIEW AND APPROVAL BY THE <br />ENGINEER /LANDSCAPE ARCHITECT. <br />3. DECORATIVE PAVER LIMITS AND LAYOUT SHALL BE <br />STAKED IN THE FIELD FOR REVIEW 410 APPROVAL BY THE <br />LANDSCAPE ARCHITECT. CONTRACTOR SHALL SU6MIT <br />COLORS AND MATERIALS FOR REVIEW AND APPROVAL BY <br />THE LANDSCAPE ARCHITECT. <br />4. DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING <br />DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. <br />LOCATION OF BUILDINGS ARE APPROXIMATE AND SHALL <br />COORDINATE WITH 111E ARCHITECTURAL DRAWINGS. <br />5. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED AT <br />ALL ENTRANCES IN ACCORDANCE TO THE CITY ORDINANCE <br />5. PARKING STALLS SHALL BE STRIPED WITH A 4' WOE <br />WHITE PAINTED UNE ALTS201BLE ACCESS AISLES SHALL BE <br />PAINTED WITH A 4" WIDE WHITE PAINTED UNE; I8' ON <br />CENTER AND AT 45' ANGLES TO THE STALL STOP LINES <br />SHALL BE 24' WI00 WHITE PAINTED UNE. <br />7. HORIZONTAL AND VERTICAL ALIGNMENTS SHALL <br />COORDINATE WITH 1140 EXISTING BENCHMARK AS INDICATED <br />ON THE SURVEY/EXISTING CONDITIONS DRAWING. <br />PLANNING NOTES <br />1. SHARED PARKING ANALYSIS SHALL BE SUBMITTED BATH <br />T110 APPLICATION FORM IN SPREADSHEET FORMAT. SEE <br />SPREADSHEET TO COMPARE PERCENTAGE OF PEAK DEMAND <br />FOR KEY TIMES. <br />SIGN SCHEDULE: <br />0 STOP SIGN (R1 -1) <br />1I HANDICAPPED PARKING (1 -34A) <br />& 020D FINE (1 -38)) — VAN <br />ACCESSIBLE (147 -6A) <br />MOUNT BELOW SIGN B <br />® HOTEL CHECK —W, DROP —OFF <br />AND PICK —UP <br />5" RADIUS <br />12" DIAMETER <br />8' UNE WIDTH <br />3' UNE WIDTH <br />5' 6' SQUARE OVERALL <br />15' RADIUS <br />ACCESSIBLE PAVEMENT SYMBOL <br />DETAIL <br />NOT TO SCALE <br />FINISHED GRADE <br />GALVANIZED STEEL FASTENER <br />(TYP OF 2) <br />ENGINEER GRADE REFLECTIVE <br />SCREENED STEEL PANEL AS <br />SPECIFIED <br />GALVANIZED STEEL FLANGED <br />CHANNEL POST AS <br />SPECIFIED <br />PAVEMENT MATERIALS <br />VARY SEE PLAN <br />SLEEVE TO <br />ACCOMMODATE <br />REPLACEMENT POST <br />PROCESSED GRAVEL BASE <br />EXISTING UNDISTURBED <br />CEOTEXTILE FILTER FABRIC <br />ROADWAY <br />IMES: PROFILE <br />PROVIDE APPROPRIATE TRANSITION BETWEEN STABIUZED CONSTRUCTION <br />ENTRANCE AND UNDISTURBED ROADWAY. <br />THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT <br />TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. <br />THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING <br />STONE TO THE LENGTH OF THE 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 />STABILIZED CONSTRUCTION ENTRANCE <br />DETAIL <br />NOT TO SCALE <br />SITE TRAFFIC SIGN (STS) <br />DETAIL <br />NOT TO SCALE <br />12" DIAL CONC. FOOTING. <br />SLOPE TOP OF FOOTING <br />TO DRAIN <br />COMPACTED SUBGRAOE <br />AU G c F, 2005 <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />mP/WaOTS..KARRaAU MOP NMnvc.4aoinsr.massamesporets <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />71440i1 C4>A`L IJ <br />.m�sVm. <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />I11^0 SM0.FIYL UYE <br />94-746005 vn <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />WOODS EDGE <br />HOTEL <br />PROJECT <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />01/16/01 0100 011000044L <br />REV. THIS SHEET <br />0 NO REV. THIS SHEET <br />SHEET TITLE: <br />SITE <br />LAYOUT <br />AND <br />PAVING <br />PLAN <br />SHEET NUMBER: <br />C2.0 <br />