| Date |
Text |
| 2015-08-31 15:24:55 | 1. SIDEWALK TO BE CONSTRUCTED IN ACCORDANCE WITH CITY |
| | STANDARD DETAIL GC-1 (2015). |
| | |
| | 2. EDGES OF PERMANENT TYPE PAVEMENT SHALL BE PRE-CUT |
| | STRAIGHT, CLEAN AND SQUARE BEYOND ANY DAMAGED BASE AREA |
| | INCLUDING WELL POINT LOCATIONS. WHEN THE REMOVAL OF |
| | SIDEWALKS, CURBS OR GUTTERS IS NECESSARY FOR |
| | CONSTRUCTION, THEY SHALL BE REMOVED IN FULL SECTIONS OR |
| | A MINIMUM OF FIVE FEET IN LENGTH, AND ALL BROKEN EDGES |
| | CUT SMOOTH BY USE OF A SUITABLE POWER SAW OR OTHER |
| | APPROPRIATE MEANS. |
| | |
| | 3. BATCH TICKETS FOR CONCRETE TO BE SUBMITTED TO CITY |
| | INSPECTOR. |
| | |
| | 4. SIDEWALKS SHALL BE OF PORTLAND CEMENT CONCRETE, A |
| | MINIMUM OF 3,000 PSI, FOUR INCHES (4") THICK, AND FIVE |
| | FEET (5.0') WIDE. SIDEWALKS SHALL EXTEND ACROSS |
| | DRIVEWAYS, AT WHICH LOCATIONS THEY SHALL HAVE A MINIMUM |
| | THICKNESS OF 6". ANY NECESSARY OBSTRUCTION SHALL BE |
| | PLACED SO AS TO MAINTAIN THE MAXIMUM CLEAR WIDTH AND |
| | MEET THE REQUIREMENTS OF THE AMERICANS WITH |
| | DISABILITIES ACT. SIDEWALKS SHALL BE MAINTAINED BY THE |
| | CITY. THE ABUTTING PROPERTIES SHALL MAINTAIN DRIVEWAYS, |
| | INCLUDING THE SIDEWALK SECTIONS. |
| | |
| | 5. SIDEWALKS SHALL HAVE A TRANSVERSE SLOPE OF 2% PER |
| | FOOT DOWN TOWARD THE SWALE OR GUTTER AND SHALL BE GIVEN |
| | TRANSVERSE BROOM FINISH. SPECIAL SURFACE TREATMENTS |
| | SUCH AS PAVERS, TILE, ETC., AND PAINT ARE NOT |
| | PERMITTED. |
| | |
| | 6. ANY GRASSED AREAS DISTURBED BY CONSTRUCTION OR |
| | MAINTENANCE ACTIVITIES SHALL BE SODDED TO EQUAL OR |
| | BETTER CONDITION THAN THAT WHICH EXISTED PRIOR TO THE |
| | PERMITTED ACTIVITY. |
| | |
| | KELLY CRANFORD, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | [email protected] |
| | 561-494-1098 (OFFICE) |
