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NOT IN CONTRACT <br />(N.I.C.) <br />NOT IN CONTRACT <br />LIMIT OF 8512 CURB <br />AND GUTTER <br />LIMIT OF 81111MINOU <br />PAVEMENT <br />8612 CURB FOR <br />rMl. ENTRE ISLAND <br />C <br />OT IN CONTRACT <br />(N.I.C.) <br />N <br />CURB AND GU <br />SHALL MEET EXISTING <br />CURB (TIP.) <br />5' R <br />NOT IN CONTRACT <br />(N.I.C.) <br />PAVEMENT <br />MARKING -SEE <br />_ (TIP.) <br />L4 . <br />o` U010„, <br />/i <br />6612 CURB FOR <br />ENTRE ISLAND <br />C7 <br />_ 121IL D,F.P..7NS <br />- <br />15' R <br />84 151957.8910 E <br />539775.7625 <br />S>RU/ <br />BITUMINOUS PAVEMENT-'' <br />SHALL MEET EXISTNG <br />PAVEMENT <br />NOT IN CONTRACT <br />(5.1.0.) <br />• <br />/b <br />-(f-- LAYOUT AND PAVING NOTES: -» ' <br />1. CONSTRUCTION AND INSTALLATION SHALL BE IN <br />ACCORDANCE WITH CITY ORDINANCE. <br />E 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 BY THE <br />ENGINEER /LANDSCAPE ARCHITECT. <br />3. DECORATIVE PAVER UMITS AND LAYOUT SHALL BE <br />STAKED IN THE FIELD FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL SUBMIT <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 THE ARCHITECTURAL DRAWINGS. <br />5. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED AT <br />ALL ENTRANCES IN ACCORDANCE TO THE CITY ORDINANCE <br />6. PARKING STALLS SHALL BE STRIPED WITH A 4" WIDE <br />WHITE PAINTED UNE. ACCESSIBLE ACCESS AISLES SHALL BE <br />PAINTED NTH A 4" WIDE WHITE PAINTED UNE: 18" ON <br />CENTER AND AT 45' ANGLES TO THE STALL. STOP LINES <br />SHALL BE 24" WIDE WHITE PAINTED LINE <br />7. HORIZONTAL AND VERTICAL ALIGNMENTS SHALL <br />COORDINATE NTH THE EXISTING BENCHMARK AS INDICATED <br />ON THE SURVEY/COSTING CONDITIONS DRAWING <br />LIMIT OF CON5753011Oi - <br />0' <br />NOT IN CONTRACT <br />(N.I.C.) <br />.ux/ / <br />/‹.4 <br />BITUMINOUS PAVEM <br />SHALL MEET EXIST <br />PAVEMENT <br />CURB AND GU <br />SHALL MEET EXIST <br />CURB (TIP.) <br />BETTY'S PIES <br />BLDG: 7,935 S.F. <br />SETE' 029 ACRE <br />N 1 1636.502 <br />540081.5077 <br />560.3 <br />MECHANICAL <br />r�I <br />1/2" RADIUS <br />15 <br />IIIIIIIIIIIIIIIIIIIII119!I; <br />:JAIL* rE <br />t 11A11= 11�IIr =il. <br />1" WEARING COURSE <br />TACK COAT <br />2" BASE COURSE <br />8" CLASS 5 <br />AGGREGATE SUBBASE <br />COMPACTED <br />SUBGRADE <br />BITUMINOUS PAVEMENT <br />DETAIL <br />NOT TO SCALE <br />FINISHED GRADE <br />HIIL - -��I_ <br />3" RADIUS CORNERS <br />1:3 BATTER SLOPE <br />GUTTER 3/471' <br />CONSTRUCT WITH REVERSE SLOPE <br />GUTTER WHERE THE PAVEMENT <br />SLOPES AWAY FROM CURB <br />CURB AND GLITTER (B612) NOTE: <br />1. INSTAL CONSTRUCTION <br />JOINTS AT 10' -O" O.L. +/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />DETAIL <br />NOT TO SCALE <br />0 <br />N 1517 <br />E 539818.4171 <br />LOPE GUTTER 5/471' <br />ONTINUOUS SLOPE CONCRETE <br />CURB AND GUTTER <br />,-PAVEMENT MATERIALS <br />SEE DETAIL <br />NOTE: <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 10' -0" 0.C. +/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />�I�iit7i.t�( <br />RIBBON CURB AND GUTTER <br />DETAIL <br />NOT TO SCALE <br />�I. <br />y�v <br />1/2 "612" STEEL ROD <br />WITH SLEEVE 2' 0,0. <br />3" WIDE SMOOTH <br />STEEL TROWEL FINISH <br />1/4" TOOLED RADIUS <br />1/2" EXPANSION JOINT <br />CONCRETE WALK AS SPECIFIED <br />RIGID NON- BINMINDUS <br />JOINT FILLER <br />EXPANSION JOINT NOTE: CONTROL JOINT <br />1. CONC. WALK SHALL HAVE 3 STEEL RODS MIN. <br />2. EXPANSION JOINTS SHALL BE LOCATED 30 FT. <br />MIN. 0.0. AND AT THE END OF EACH DAYS POUR. <br />LEVEL LANDING 1.55 <br />MAX. CROSS SLOPE <br />FOR DRAINAGE <br />yh, <br />MAX SL <br />55 . / @• , <br />RPM 7316 <br />5.00' MIN I <br />X MAti <br />qh <br />LOP <br />ACCESSIBLE CURB RAMP <br />DETAIL <br />NOT TO SCALE <br />0 <br />EZINZlig <br />MMitArlra <br />TE=D u= <br />II-11 1�11�11 =11 III- -�I <br />CONCRETE WALK <br />DETAIL <br />NOT TO 5 ^3600 <br />0 <br />1/2" W R 3/4" D TOOLED CONTROL <br />JOINT (MAX. 5' O.C. 1YP.) W/ 1/4" RADII. <br />LIGHT BROOM FINISH <br />PERPENDICULAR TO TRAFFIC WITH <br />3" WIDE SMOOTH TROWELLED EDGE <br />5" CONCRETE AS SPECIFIED <br />W1.6 X W1.6 WIRE MESH AND <br />CHAIRS AS SPECIFIED <br />6" CLASS 5 AGGREGATE BASE <br />COMPACTED SUBGRADE <br />NOTES: <br />1. SEE LAYOUT DRAWINGS <br />FOR LIMITS OF WALKS. <br />2. 1/2" WIDE EXPANSION <br />JOINT AT CURBS. <br />3. WIRE MESH REQUIRED <br />FOR WALKS 6' WIDE DR IN <br />LOCATIONS FOR VEHICULAR <br />TRAFT10. <br />B r/ _7 <br />%5'. 4/ <br />tk <br />3" WIDE SMOOTH <br />STEEL TROWEL FINISH <br />1/2" W X 3/4" D TOOLED JOINT <br />LIGHT BROOM FR415H <br />PERPENDICULAR TO TRAFFIC WITH <br />3" WIDE SMOOTH TROWELLED EDGE <br />FINISHED GRADE <br />SITE TRAFFIC SIGN (STS) <br />DETAIL <br />NOT TO SCALE <br />20 <br />PLANNING NOTES: <br />1. SHARED PARKING ANALYSIS SHALL BE <br />SUBMITTED WITH THE APPLICATION FORM IN <br />SPREADSHEET FORMAT. SEE SPREADSHEET TO <br />COMPARE PERCENTAGE OF PEAK DEMAND FOR <br />KEY TIMES. <br />SIGN SCHEDULE: <br />® STOP SIGN (R1 -0) <br />® HANDICAPPED PARKING (1-346) <br />6 9200 FINE (L -39) <br />® TEMPORARY PARKING ONLY <br />SCHEDULED WASTE PICKUP <br />AREA <br />(POST SCHEDULE ON SON) <br />® EXIT ONLY - SEATED FOR <br />PAYING 000109ER5 <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 />12" DIA. CONC. F00T1NG, <br />SLOPE 705 OF FOOTING ' <br />TO DRAIN <br />COMPACTED SUBGRADE <br />TO <br />CONSTRUCTON <br />AREA <br />AUG 5 2005 <br />A <br />25' R <br />PLAN <br />TO CONSTRUCTION AREA <br />FINISHED <br />GRADE <br />6" M N CRUSHED STONE <br />75' MINIMUM <br />25' R <br />LXISTIN0 UNDISTURBED <br />CEDTEXTILE FILTER FABRIC <br />=as PROFILE <br />PROVIDE APPROPRIATE TRANS0014 BETWEEN STABIUZED CONSTRUCTION <br />ENTRANCE AND UNDISTURBED ROADWAY. <br />THE ENTRANCE SHALL BE MAINTAINED IN A 0090110N 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 CLEANOIT 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 />1111. IlAvlly= lq II <br />ROADWAY <br />STABILIZED CONSTRUCTION ENTRANCE <br />DETAIL <br />NOT TO SCALE <br />0 <br />6" RADIUS <br />12 DIAMETER <br />6" UNE WIDTH <br />3" UNE WIDTH <br />5' 6" SQUARE OVERALL <br />16" RADIUS <br />ACCESSIBLE PAVEMENT SYMBOL <br />DETAIL 4 1 <br />NOT TD SCALE 4, C <br />S 6 r n T ■g T 6 1 A N.cnORD PROW, .R x.4110 420 3,1.167.4:560 0•INEst,S <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />saut S. of <br />icia.mee.wx 8,01 <br />fac 116,04-1101 <br />1 6nq' walk Wet* Elm, csScim <br />6TH t4 wM 1831140 8 6,48 ro <br />LIcemlloWattm AWNN vdN 1M <br />M N We VW N Mood,. <br />8184 <br />Katow m NL P904 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LLE <br />LLC <br />12 FGD6NGLEN EE UJE <br />RR,NN <br />9 m <br />P 861Ott 952- )W120O <br />PROJECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />CENTER <br />PARKWAY <br />ISSUE: <br />8 -15 -65 - alt REVIEW SET <br />REV. THLS SHEET <br />SHEET TITLE: <br />SITE <br />LAYOUT <br />AND <br />PAVING <br />PLAN <br />SHEET NUMBER: <br />C2.0 <br />