| Plan Review Notes For Project Z21080014 |
| Project Number |
Z21080014 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2022-08-12 16:43:04 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | 6-13-2022 SUBMITTAL. THEY CAN ALL BE LISTED AS | | | CONDITIONS FOR SITE PLAN APPROVAL. | | | | | | 1. SHEET C-3: DRAINAGE CALCS. | | | A. 5-YEAR RUNOFF VOLUME SHOULD INCLUDE PERVIOUS AREA. | | | SCS EQUATION CAN BE USED TO CALCULATE THE VOLUME OF | | | RUNOFF. | | | B. MINIMUM REQUIRED LENGTH OF TRENCH WOULD BE AROUND 40 | | | LINEAR FEET. | | | | | | 2. SHEET C-3 DETAIL 4 ? PROPOSED DRIVEWAY CONNECTION | | | DETAIL ? | | | A. SUGGEST ADDING SLOPE ARROW ON SIDEWALK AND LISTING | | | SLOPE AS 2% MAXIMUM. | | | B. REMOVE DROP CURB AND SHOW DRIVEWAY APRON TO THE EDGE | | | OF PAVEMENT AND CONTROL JOINT WHERE THE BACK OF CURB | | | WOULD BE. | | | C. SPECIFY SP ASPHALT INSTEAD OF TYPE S-III ASPHALT | | | WITHIN THE RIGHT OF WAY. | | | | | | 3. SHEET C-3 PROPOSED PGD PLAN ? LIST CONTOUR INTERVAL | | | OR SPOT GRADE LOWER THAN THE BACK OF SIDEWALK TO | | | INDICATE SWALE. | | | | | | 4. SHEET C-5 DETAIL 3 PROPOSED SIDEWALK SECTION | | | A. SUGGEST ADDING SLOPE ARROW ON SIDEWALK AND LISTING | | | SLOPE AS 2% MAXIMUM. | | | B. SHOW SWALE SECTION BEHIND THE SIDEWALK. | | | C. SPECIFY SP ASPHALT INSTEAD OF TYPE S-III ASPHALT | | | WITHIN THE RIGHT OF WAY. | | | | | | 5. WHAT IS THE ROCK TRENCH BETWEEN CB-2 AND BU-1 FOR? | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | 561-351-0510 (M) | | | [email protected] | | | |
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