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if <br />MMERCIAL <br />DG: 7,000 S.F. <br />SITE: 9,025 S.F <br />(0.21 ACR <br />/4- <br />GONG ST/. TIN <br />/1 <br />+ <br />STAIR AND RAPP' <br />COMMERCIAUOFFICE <br />BLDG: 2 STORY - 18,000 <br />TOTAL S.F. <br />SITE: 17,831 S.F. (0.41 ACRE) <br />180 <br />DECORATIVE <br />PAVING SI <br />/j <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 FLOG <br />SITE: 115,139 S.F. (2.64 ACRE) <br />FINISHE! 00 <br />rr <br />t= JL 11= IIP;BA <br />I� L -�L 100 - -0 <br />CONCRETE WALK <br />DETAIL <br />NOT TO SCALE <br />=NC. WALK, m. <br />1 <br />irilla v■■ti ■uuf I� <br />WPC WALK. TYR <br />CONC. STAR <br />CONC. WALE <br />1/2" W x 3/4" 0 TOOLED CONTROL <br />JOINT (MAX. 5' 0.C. TYP.) W/ 1/4" RADII. / - -LEVEL LANDING 1.5% <br />Nyi MAX. CROSS SLOPE" <br />FOR DRAINAGE <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" CUSS 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 OR IN <br />LOCATIONS FOR VEHICULAR <br />TRAFFIC. <br />'7.5T y' %7.5R MAX' / <br />aY }�/' // \ n sr <br />=LOPE A•963// 'A' / 7.5% MAF SLOPE' <br />_ 1 5.00' MIN. <br />ACCESSIBLE CURB RAMP <br />DETAIL <br />NOT TO SCALE <br />1 I I I I I I I I I I I1111I I11I H! fl!! I <br />1' WEARING COURSE <br />TACK COAT <br />2" BASE COURSE <br />8" CUSS 5 <br />AGGREGATE SUBBASE <br />COMPACTED <br />SUBGRADE <br />BITUMINOUS PAVEMENT <br />DETAIL <br />NOT TO SCALE <br />1/2" RADIUS — <br />FINISHED GRADE <br />1e' <br />3' RADIUS CORNERS <br />—1:3 BATTER SLOPE <br />GUTTER 3/4 " /1' <br />CONSTRUCT WRH REVERSE SLOPE <br />GUTTER WHERE THE PAVEMENT <br />SLOPES AWAY FROM CURB <br />CURB AND GUTTER (8618) <br />DETAIL <br />NOT TO SCALE <br />FINISHED GRADE <br />NOTE: <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 1O' -0" 0.C. +/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />1 <br />4)--- LAYOUT AND PAVING NOTES: --(1)- <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 RENEW AND APPROVAL BY THE <br />ENGINEER/LANDSCAPE ARCHITECT. <br />3. DECORATIVE PAVER UNITS 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 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 80 CONSTRUCTED AT <br />ALL ENTRANCES IN ACCORDANCE TO THE CITY ORDINANCE <br />6. PARKING STALLS SHALL BE STRIPED WITH A 4" WADE <br />WHITE PAINTED UNE. ACCESSIBLE ACCESS AISLES SHALL BE <br />PAINTED WITH A 4" WIDE WHITE PAINTED UNE; 1B" ON <br />CENTER AND AT 45' ANGLES TO THE STALL. STOP LINES <br />SHALL BE 24" WIDE WHITE PAINTED UNE. <br />7. HORIZONTAL AND VERTICAL ALIGNMENTS SHALL <br />COORDINATE WITH THE EXISTING BENCHMARK AS INDICATED <br />ON 71-10 SURVEY/EXISTING CONDITIONS DRAWING. <br />SIGN SCHEDULE: <br />Ta HANDICAPPED PARKING (L -34A) <br />& 6200 FINE (L -39), VAN <br />ACCESSIBLE (R7 -8A) <br />MOUNT BELOW SIGN A <br />() NO PARKING, LOADING 2O4E <br />© RESIDENT PARKING ONLY <br />® STOP SIGN (91 -1) <br />— INSTALL POSTS INTO 1 3/8" DIA. CORE HOLE <br />NTH NON- SHRINK GROUT, CROWN FOR <br />DRAINAGE. SEAL AS SPECIFIED (TIP.) <br />-8"W CONCRETE SIDE WALL. HEIGHT <br />SHALL 8E FLUSH WITH NOSE OF STAIR <br />1-- SPACE POSTS EQUALLY. <br />/ 4' -0" 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 />II -111 <br />—II� <br />11 =11 <br />RAILING DETAIL =11� <br />SECTION A -A' <br />1/2" WIDE EXPANSON JONT- <br />WITH SEALANT. 2 "L X 3/8' <br />DIA. STEEL DOWEL WITH SLEEVE ' <br />MATERIALS VARY —, <br />SEE PLANS <br />8" DENSE <br />GRADED <br />CRUSHED STONE <br />FINISHED\ GRADE <br />—Q4 REBAR SPACED <br />36" 0.C. (TIP) <br />—1' CHAMFER ON (4) FOUR <br />SIDES OF CURB WALL <br />—(/4 REBAR SPACED 12" <br />0.C. 3' CLEARANCE <br />FINISHED GRADE <br />1I-T 6 + =11 <br />III= <br />=1 I 1 =111 =111_ <br />SILL <br />SEE DE ABOVE DETAIL <br />1/2' DIA. RADIUS <br />/ /� ON NOSE (TYP.) <br />/ / TR <br />, AFFENOICULARrn90 S <br />/ —/3 REBAR AT NOSE <br />1 OF TREAD (TYP.) 1/2" WIDE EXPANSION 101141 <br />i' BATTER TYP. r WITH SEALANT. 2 "L X 3/8" <br />SLAT DIA. STEEL DOWEL WITH SLEEVE <br />MATERIALS VARY <br />(� 500 PLAN5 <br />FINISHED GRADE <br />30 4411 <br />15® <br />AUG . 2005 <br />=III— <br />STAIR DETAIL <br />I? <br />III 4I- <br />=111=11 =111=111= <br />/4 REBAR SPACED 12" <br />O.C. 3" CLEARANCE <br />g4 REBAR (1) PER <br />NOSE OF TREAD <br />COMPACT <br />SUBGRAOE <br />—1" CHAMFER (4) FOUR <br />EDGES OF CURB WALL <br />8 "H X 8"W <br />CONCRETE WALL <br />HANDRAIL CENTERED WITHIN WALL <br />(1) ONE PER SIDE OF STAIR <br />SEE ABOVE DETAIL <br />STAIR RISER (1YP.) <br />PLAN <br />CONCRETE STAIR <br />DETAIL <br />NOT TO SCALE <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />R UP <br />AP, INIC.Vir. <br />11 Jere* tarty MA Ne Non, o,edrioati,n <br />aM p Fee o4 i8I 1 om a8 ry <br />141061 LAW.0 Witco: uncle/. the <br />Nn A the Ada of N've®.. <br />Merl erl LaNa. 25821 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />12100SNWETPEE UNE <br />EDEN N <br />M <br />9501191 200 <br />R 1,61201 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />LAKEWOOD <br />APARTMENTS <br />LINO LAKES <br />MINNESOTA <br />LSSUE: <br />D8/18/05 009 566•I1-1A1. <br />REV. THIS SHEET <br />NO REV. THIS SHEET <br />SHEET TITLE: <br />SITE <br />LAYOUT <br />AND <br />PAVING <br />PLAN <br />SHEET NUMBER: <br />C2.0 <br />