| Date |
Text |
| 2020-05-04 14:35:48 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 4/20/2020 SUBMITTAL PACKAGE. |
| | |
| | 1. MOVE DRAINAGE STRUCTURE NO. 3 OUT OF THE DRIVEWAY |
| | FOR SAFETY AND TO AVOID BLOCKAGE OF THE DRIVEWAY WHEN |
| | THE MANHOLE IS OPENED. |
| | |
| | 2. COORDINATE INFORMATION SHOWN ON THE DEMOLITION PLAN, |
| | PGD PLAN AND STRIPING PLAN. FOR EXAMPLE, THE DEMO. |
| | PLANS CALLS OUT REMOVAL OF CURBING AND STRIPING TO NEAR |
| | QUADRILLE BLVD. BUT THERE IS STRIPING SHOWN WEST OF THE |
| | WEST PROPERTY LINE AND THE PGD PLAN CALLS OUT EXISTING |
| | CURBING ALONG THE EXISTING PARKING SPACES. COORDINATE |
| | THE EXTENT OF CURB REMOVAL WITH THE TRANSPORTATION |
| | ENGINEER. |
| | |
| | 3. PROVIDE THREE CROSS SECTIONS ALONG GARDENIA (EAST OF |
| | DRIVEWAY NEAR FDC), AT ONE OF THE DRIVEWAYS AND WEST OF |
| | THE DRIVEWAY AT THE STAIRWELL), ONE CROSS SECTION ON S. |
| | DIXIE HWY AND ONE SECTION ON THE ALLEY. FOR THE ROADWAY |
| | SECTIONS SHOW THE RIGHT OF WAY CENTERLINE, PROPERTY |
| | LINE, PAVEMENT WIDTH (OPPOSITE SIDE EDGE OF PAVEMENT OR |
| | FACE OF CURB TO NEARSIDE EDGE OF PAVEMENT) AND MINIMUM |
| | SETBACKS FROM BACK OF CURB TO FACE OF BUILDING, |
| | SIDEWALK WIDTH, PARKING WIDTH, CURB WIDTH, ETC., AND |
| | APPROXIMATE SLOPES.FOR THE ALLEY CROSS SECTION , SHOW |
| | BUIDLING FACES, RIGHT-OF-WAY LINES, PAVEMENT SLOPE |
| | DIRECTIONS (INVERTED/NORMAL CROWN OR SHED SECTION) AND |
| | HORIZONTAL DIMENSIONS BETWEEN FACE OF BUILDING AND |
| | RIGHT-OF-WAY. |
| | |
| | 4. CAN FH BE INSTALLED CLOSER TO S. DIXIE HWY? |
| | |
| | 5. STOP SIGN IS SHOWN ON THE LEFT SIDE OF THE STOP BAR. |
| | WILL "DO NOT ENTER" SIGNS OR DIRECTIONAL ARROWS ON THE |
| | PAVEMENT BE NEEDED? |
| | |
| | THE HGL ANALYSIS OF OFFSITE THE DRAINAGE SYSTEM CAN BE |
| | PROVIDED WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| |
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