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ARCHITECT/ENGINEER <br />PLANNER <br />HARTFORD <br />1 Mn} sK51165l 4, don sRrdm6^ <br />fet .m rammed q o o Ire mK <br />mart <br />n9miem m4 Mal i nn a 911 <br />Um. LcWga Added mtln Fe <br />4s M Wm ebb at Um*. <br />9We 9ebKl lm+W.29321 <br />CONSULTANT <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />MOO Main/E.! <br />EDEN NaNN.mK. <br />P 46.1209 <br />PRO3ECT: <br />LEGACY AT <br />WOODS EDGE <br />LAKEWOOD <br />APARTMENTS <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />08/15/05 CRY SUBMITTAL <br />09/27/05 984 PG CRY <br />L REV. THIS SHEET <br />NO REV, THIS SHEET <br />SHEET TIRE: <br />SITE <br />LAYOUT <br />AND <br />PAVING <br />PLAN <br />SHEET NUMBER: <br />C2.0 <br />Ma OM 119. <br />65 <br />1ST FL RETAIL 14,600 S.F. <br />1ST -4TH FL. RESIDENTIAL (60 UNITS) <br />+ 1ST FL.: 9,300 S.F. <br />2ND -4TH: 22,300 S.F. PER FLOOR <br />SITE: 115,139 S.F. (2.64 ACRE) <br />FIN <br />t l4 4 fittf <br />CONCRETE WALK <br />DETAIL <br />NOT TO SCALE <br />I /2" W x 3/4" D TOOLED CONTROL <br />JOINT (MAX. 3' O.C. rm.) W/ 1/4" RAD6. <br />1.1044 BROOK RNISH <br />�— PERPENDICULAR TO TRAFIC WRH <br />E2 WIDE SMOOTH TROWELLED <br />5" CONCRETE AS SPECIFIED <br />91.6 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. l/2" WIDE EXPANSION <br />JOINT AT CURBS. <br />3. WIRE MESH REQUIRED <br />FOR WALKS 6' WIDE OR IN <br />LOCATIONS FOR VEHICULAR <br />1RAFT1C. <br />. —LEVEL LANDING 150 <br />hA".7 / MAX. CROSS SLOPE <br />'ry J / FOR DRAINAGE <br />' ] R MA/ ? IMX/ <br />t, <br />'o/ <br />5.00' MIN <br />ACCESSIBLE CURB RAMP <br />DETAIL <br />NOT TO SCALE <br />SEP 2 7 2005 <br />CCTV <br />F N.. O LAKES <br />1" WEARING COURSE <br />TACK COAT <br />S BASE COURSE <br />B" CLASS 5 <br />AGGREGATE SUBBASE <br />I���Irl <br />COMPACTED <br />-=11001 5UBGRA06 <br />BITUMINOUS PAVEMENT <br />DETAIL <br />NOT TO SCALE <br />I/2" RADIUS—, <br />FlNI HED GRADE <br />-The <br />= 30' <br />3' RADIUS <br />F.5RB6(1fER SLOPE <br />GUTTER 3/4"/1' <br />— CONSTRUCT WITH REVERSE SLOPE <br />GUTTER WHERE THE PAVEMENT <br />5106ES AWAY FROM CURB <br />CURB AND GUTTER (8618) <br />DETAIL <br />NOT TO 5041.E <br />5 <br />0 <br />NOTE: <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 10' -0" O.C. +/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />FINISHED GRADE <br />LAYOUT AND PAVING —Op- <br />t CONSTRUCTION AND INSTALLATION SHALL BE IN <br />ACCORDANCE PAIN CITY ORDINANCE. <br />2. LOCATIONS OF 019401URE5. ROADWAY PAVEMENT$, <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 UNITS AND LAYOUT SHALL BE <br />STAKED N THE FIELD FOR REVIEW AND APPROVAL BY 11-15 <br />LANDSCAPE ARCHITECT. CONTRACTOR SHALL SUBMIT <br />COLORS AND MATERIALS FOR REVIEW AND APPROVAL BY <br />100@ 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" MADE <br />WHITE PAINTED UNE. ACCESSIBLE ACCESS AISLES SHALL RE <br />PAINTED WITH A 4" WIDE WHITE PANTED LINE; IS" ON <br />CENTER AND AT 45' ANGLES TO THE STALL. STOP LINES <br />SHALL BE 24" WIDE WHITE PAINTED LINE. <br />T. HORIZONTAL AND VERTICAL ALIGNMENTS SHALL <br />COORDINATE WITH THE EXISTING BENCHMARK AS INDICATED <br />ON THE SURVEY/EXISTING CONDITIONS DRAWING. <br />SIGN SCHEDULE: <br />®HANDICAPPED PARKING (1 -348) <br />& $200 FINE (1 -39), VAN <br />ACCESSIBLE (R7 -84) <br />MOUNT BELOW SIGN A <br />® NO PARKING, LOADING ZONE <br />© RESDENT PARKING ONLY <br />® <br />STOP SIGN (RI -1) <br />INSTALL POSTS INTO 1 3/8" DIA. CORE HOLE <br />/ 1W111 NON -SHRINK GROUT, CROWN FOR <br />DRAINAGE. SEAL AS SPECIFIED (TYP.) <br />8 "W CONCRETE 510E WALL HEIGHT <br />SHALL BE RUSH WITH NOSE OF STAIR <br />SPACE POSTS EQUALLY. <br />4' -O" MAXIMUM 0.0. <br />1 1/2" DIA BRUSHED ALUMINUM POSTS AND <br />RAIL. 1/4" SEAM WELD JOINTS. FURNISH AND <br />INSTALL RAILING TO MATCH SLOPE OF STAIR <br />18 <br />"I1I_I1 .ii <br />I— _ <br />—1 1 1 =1 1 1=1 I <br />RAILING OETAR. <br />SECTION A -A' -� <br />lIr <br />I/2" WIDE EXPANSION JOINT <br />WITH SEALANT. 2 "L X 3/6" <br />DA. STEEL DOWEL PATH SLEEVE <br />MATERIALS VARY <br />SEE PLANS <br />6' DENSE <br />GRADED <br />CRUSHED STONE <br />FINISHED GRADE <br />p4 REBAR SPACED <br />36" 0.C. (TYP.) <br />1" CHAMFER ON (4) FOUR <br />SIDES OF CURB WALL <br />#4 REBAR SPACED 12" <br />O.C. 3" CLEARANCE <br />FINISHED GRADE <br />-.IL - <br />I 1 7. =11 <br />TIE <br />-1 I 1 -1 I I ,11. <br />0DE WALL <br />SEE ABOVE DETAIL <br />iDU <br />O/2" N DIA. N OSE (TYRAPI.) S <br />BROOM FINISH TREADS <br />PERPENDICULAR TO <br />TRAFFIC <br />43 REBAR AT NOSE <br />OF TREAD (TV.) <br />1" BATTER TIP. I <br />ROPE <br />1/2" WIDE EXPANSION JOINT <br />WITH SEALANT. 2 "L X 3/8" <br />DIA STEEL DOWEL WITH SLEEVE <br />MATERIALS VARY <br />_m ( rSEE PLANS <br />GRADE <br />44 REBAR SPACED 12" <br />O.C. 3" CLEARANCE <br />M4 REBAR (i ) PER <br />NOSE OF TREAD <br />CCMPACT <br />SUB0RADE <br />1 <br />5" CHAMFER (4) FOUR <br />EDGE5 OF CURB W4LL <br />8"H X 6 "W <br />CONCRETE WALL <br />�— HANDRAIL CENTERED WITHIN WAIL, <br />(1) ONE PER SIDE OF STAIR <br />SEE ABOVE DETAIL <br />STAIR RISER (TV.) <br />PLAN <br />CONCRETE STAIR <br />DETAIL <br />NOT TO SCALE <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />61 03•n 0811 MA. KMTIOD PAM 504 PC IROMMISIDRaiNIPSARIAMP9 <br />