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r <br />O <br />O <br />CO <br />03 <br />O <br />co <br />ch <br />O <br />0 <br />U <br />a <br />c <br />0 <br />1 <br />w <br />0 <br />co <br />VARIES - SEE LAYOUT PLAN <br />COMPACT SUBGRADE <br />TO 95% SPD <br />NOTES: <br />1. PROVIDE 1.5% SLOPE MIN. UNLESS OTHERWISE NOTED. <br />MAX 1.8% CROSS SLOPE. <br />2. 'EXPANSION JOINTS AT 30'-0" 0.C. MAXIMUM, AT <br />SIDEWALK INTERSECTIONS AND WHERE CONCRETE <br />PAVING ABUTS STRUCTURES, UNLESS OTHERWISE <br />NOTED. <br />3. CONTROL JOINTS AT 8'-0" 0.C. MAXIMUM. <br />CONCRETE PAVING (PEDESTRIAN) <br />1" = 1'-0" <br />CONCRETE PAVING, <br />SEE PLANS AND <br />SPECS FOR FINISH <br />AND COLOR <br />4" RADIUS TOOLED <br />EDGE <br />PLANTED AREA / <br />TURF <br />F.G. <br />2' VERTICAL <br />SEPARATION <br />BETWEEN FINISHED <br />SURFACES. ADJUST <br />PLANTING SOIL MIX <br />AS REQUIRED. <br />WELDED WIRE MESH <br />AGGREGATE BASE <br />COURSE, COMPACT <br />TO 95% SPD <br />NOTES: <br />WHERE PAVERS MEET CONCRETE PAVING: TOP OF PAVER SURFACE <br />SHALL BE FLUSH WITH TOP OF CONCRETE SURFACE. <br />1/8" SAND SWEPT JOINTS <br />PAVERS <br />SAND SETTING BED <br />GEOTEXTILE FABRIC <br />1/2" ANGULAR GRAVEL, <br />COMPACT TO 95% SPD <br />COMPACT SUBGRADE <br />TO 95% SPD <br />CONCRETE PAVING <br />ADJACENT TO CONCRETE <br />SAND SET PEDESTRIAN PAVERS <br />1" = 1'-0" <br />NOT USED <br />Ai <br />, r r„ fi„,,40j <br />AT PAVING EDGE OF PLANTING AREAS <br />THE BUSINESS CENTER AT C.T.C. <br />REPEAT H, LOTS 3 AND 4 <br />152 S TAYLOR AVE AND 194 S TAYLOR AVE <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE NORTH HALF QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF <br />COLORADO <br />1/8" SAND SWEPT JOINTS <br />PAVERS <br />SAND SETTING BED <br />PAVER EDGE RESTRAINT, REFERENCE SPECS. <br />INSTALL PER MANUFACTURER'S <br />SPECIFICATIONS <br />GEOTEXTILE FABRIC <br />1/2" ANGULAR GRAVEL, <br />COMPACT TO 95% SPD <br />COMPACT SUBGRADE <br />TO 95% SPD <br />EXPANSION JOINT <br />SEALANT 4" BELOW SURFACE, TO <br />MATCH PAVING COLOR, TO BE <br />APPROVED BY LANDSCAPE ARCHITECT <br />12" MIN. <br />4" WIDE SAWCUT JOINT AS <br />APPROVED BY LANDSCAPE <br />ARCHITECT <br />CONCRETE PAVING, SEE <br />PLANS AND SPECS FOR FINISH <br />AND COLOR <br />12" #4 EPDXY COATED DOWEL <br />@ 2'-0" 0.C. <br />BOND BREAKER COATING ON <br />ONE SIDE <br />PREFORMED EXPANSION <br />JOINT MATERIAL WITH <br />SNAP -CAP TOP <br />CONTROL JOINT <br />EXPANSION AND CONTROL JOINTS <br />1 1/2" = <br />NOT USED <br />1" = 1'-0" <br />P-VSLA-25 <br />P-VSLA-38 <br />COMPACT CRUSHER <br />FINES IN (2) - 2" LIFTS TO <br />85% SPD <br />ADJACENT PAVING <br />1.8% MAX. CROSS SLOPE <br />-la Toristoi, <br />Art„,ass <br />�0'�. +'sue►1�;.�` <br />AGGREGATE BASE <br />COURSE, COMPACT <br />TO95%SPD <br />GEOTEXTILE FABRIC, <br />TURN UP AT EDGES <br />6" STEEL EDGING, <br />FLUSH WITH GRADE <br />��=1II-1iI� <br />CRUSHER FINES PAVING <br />1" = 1'-0" <br />MOUE <br />3003 Larimer St <br />Denver, CO 80205 <br />phone 303.861-5704 <br />1VA, Inc. 1319 Spruce Street <br />Boulder, CO 80302 303.444.1951 <br />J <br />H <br />03 <br />N <br />0 <br />