| Date |
Text |
| 2021-09-30 15:46:18 | THE FOLLOWING COMMENTS ARE FORM THE REVIEW OF THE |
| | 9/1/21 SUBMITTAL (PDG PLAN RECEIVED 9/30/21): |
| | |
| | 1. PROVIDE A GRADING PLAN INCLUDING PROPOSED FINISHED |
| | FLOOR ELEVATION. |
| | |
| | 2. PROVIDE A DEMOLITION PLAN OF THE SITE AND ADJACENT |
| | RIGHT OF WAY. |
| | |
| | 3. NUMBER THE EXISTING AND PROPOSED DRAINAGE AND |
| | SANITARY SEWER STRUCTURES FOR EASE OF REFERENCE. |
| | |
| | 4. WHY IS THE EXISTING INLET EAST OF THE 22 FEET WIDE |
| | DRIVEWAY ON DATURA STREET BEING REMOVED? CAN IT BE |
| | CONVERTED TO A MANHOLE TOP? |
| | |
| | 5. WHAT IS HAPPENING TO THE TWO STORM PIPES CONNECTED |
| | TO THE EXISTING INLET BEING REMOVED? |
| | |
| | 6. THE PIPE BETWEEN INLET PROPOSED ALONG THE CURB LINE |
| | OF DATURA STREET AT THE EAST END OF THE BUILDING AND |
| | THE EXISTING INLET PROPOSED TO BE CONVERTED TO A |
| | MANHOLE MAY NEED TO BE UPSIZED. |
| | |
| | 7. FOR THE PARKING SPACE BETWEEN THE PROPOSED DRIVEWAYS |
| | TO DATURA STREET, IS IT NECESSARY TO ADJUST THE EAST |
| | CURB? CAN STRIPING BE PROPOSED INSTEAD? WHAT |
| | ADJUSTMENTS WILL BE MADE TO THE EXISTING DRAINAGE |
| | INLET? |
| | |
| | 8. LABEL PIPE DIAMETERS AND PIPE MATERIAL FOR EXISTING |
| | STORM PIPES. |
| | |
| | 9. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS IN |
| | CONTROL STRUCTURES FOR EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 10. PROVIDE A CROSS SECTION FROM THE CENTERLINE OF |
| | QUADRILLE BLVD PLAZA TO THE FACE OF THE BUILDING. |
| | PROVIDE DIMENSIONS OF ON-STREET PARKING AND DISTANCE |
| | BETWEEN BACK OF CURB AND PROPERTY/RIGHT OF WAY LINE. |
| | SHOW GRADE BREAKS AND SLOPE ARROWS WITH SLOPES. |
| | |
| | 11. PROVIDE A CROSS SECTION FROM WEST PROPERTY LINE TO |
| | THE FACE OF THE BUILDING DEMONSTRATING THERE WILL NOT |
| | BE DIRECT RUNOFF ONTO THE ADJACENT PARCEL. |
| | |
| | 12. SECTION A-A (ALLEY CROSS SECTION) ON SHEET CP101: |
| | A. WIDTH OF ALLEY IS MISLABELED; |
| | B. INDICATE THE VERTICAL DROP DISTANCE AT THE PROPERTY |
| | LINE AND SHOW THE CURB OR THICKENED EDGE; |
| | C. SHOW THE WIDTH OF THE PLANTING AREA ADJACENT TO THE |
| | BUILDING; |
| | D. THE CROSS SECTION SYMBOL ON SHEET CP100 SHOULD POINT |
| | TO THE EAST. |
| | |
| | 13. IF THE SIDEWALK NORTH OF THE ALLEY IS TO BE ADA |
| | COMPLIANT THEN CURB RAMPS WILL BE NEEDED ON EACH SIDE |
| | OF THE 20? WIDE DRIVEWAY. |
| | |
| | 14. ONSITE DRAINAGE STRUCTURES AND THE ROOF DRAINS |
| | CONNECTED TO THEM SHOULD BE DESIGN SO THE MANHOLE LIDS |
| | DO NOT BECOME DISLODGED DURING AN INTENSE STORM EVENT. |
| | |
| | 15. STORM PIPE NOT SHOWN ON THE WEST SIDE OF THE |
| | BUILDING. |
| | |
| | 16. ANY STORM PIPE PROPOSED IN THE RIGHT OF WAY TO BE |
| | RCP, MINIMUM 15? DIAMETER. |
| | |
| | 17. ON SHEET CP100, INCLUDE IN THE LEGEND THE VARIOUS |
| | HATCHING PATTERNS SHOWN ON THE PLAN. |
| | |
| | 18. USE THE LINE TYPES IN THE LEGEND ON SHEET CP100 FOR |
| | THE EXISTING STORMWATER PIPES (STM VS. SD) AND STORM |
| | MANHOLES (CIRCLES WITH D VS. CIRCLES WITH SD). |
| | |
| | 19. IF THE ASPHALT IS MODIFIED (TOUCHED) ADJACENT TO |
| | THE CURB RAMPS AT THE NORTHEAST AND SOUTHEAST CORNERS |
| | OF THE SITE (DATURA ST/QUADRILLE PLAZA DRIVE AND |
| | ALLEY/QUADRILLE PLAZA DRIVE INTERSECTIONS, |
| | RESPECTIVELY) THEN THE CURB RAMPS WILL NEED TO BE |
| | RECONSTRUCTED TO CURRENT ADA REQUIREMENTS IF THEY DO |
| | NOT MEET THE CURRENT ADA REQUIREMENTS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
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