| Plan Review Notes For Project Z19080025 |
| Project Number |
Z19080025 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2020-02-28 17:51:47 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | FEBRUARY 21, 2020 SUBMITTAL REVIEW SET: | | | | | | 1. PRB'S ARE GENERALLY ARE NOT NEEDED IN A MANHOLE IF | | | THE INLET STRUCTURES UPSTREAM FROM THE MANHOLE HAVE | | | PRB'S. FOR EXAMPLE, MANHOLE STRUCTURES #103 AND #104 | | | WILL NOT NEED PRBS BECAUSE CATCH BASIN STRUCTURES #201 | | | AND #102 WILL HAVE PRB'S. . | | | | | | 2. EXPLAIN HOW THE PERIMETER WALL ELEVATION OF 17.25 | | | WAS DETERMINED WHEN 25-YEAR 72-HOUR PEAK STAGE IS | | | LISTED AS 17.60. | | | | | | 3. VERIFY THE PEAK STAGES (PRE- AND POST-DEVELOPMENT) | | | FOR THE 25-YEAR 3-DAY AND 100-YEAR 3-DAY DESIGN STORMS. | | | THE 25-YEAR PEAK STAGES ARE SHOWN TO BE HIGHER THAN THE | | | 100-YEAR PEAK STAGES. | | | | | | 4. THE SITE PLAN SHOWS SQUARE CORNERS FOR THE CURBING | | | AT THE NORTH END OF THE PARKING LOT BUT THE ENGINEERING | | | PLANS SHOW ROUNDED CURBING. | | | | | | 5. ADJUST THE ORIENTATION OF THE SITE LIGHT FIXTURE | | | NEXT TO THE CURB OPENING FOR DRAINAGE AT THE NORTH END | | | OF THE PARKING LOT ON THE ENGINEERING PLANS. THE SITE | | | PLAN SHOWS THE LIGHT OVER THE PARKING LOT. | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 | | | [email protected] | | | |
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