| Plan Review Notes For Project E16090014 |
| Project Number |
E16090014 |
|
| Review Stop |
ENG-D |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2016-11-04 15:47:29 | RECEIVED REVISED PLANS ON OCTOBER 13. ALTHOUGH UTILITY | | | COMMENTS ARE ADDRESSED, CITY'S SENIOR STORMWATER | | | ENGINEER, TRACY WARD'S COMMENTS ARE NOT FULLY | | | ADDRESSED. FOLLOWING ARE HIS COMMENTS ON DRAINAGE: | | | | | | 1. ADD A WEIR INSIDE THE DRAINAGE STRUCTURE NO. A-1. | | | PLEASE NOTE THAT IN THE PLAN AND SHOW A DETAIL FOR | | | THAT. ATTACHED PLEASE FIND A 'WEIR DETAIL' (CITY'S | | | STANDARD DETAIL ST-6) THAT YOU CAN USE AS GUIDELINE. | | | ST-6.PDF ST-6_082616.DWG | | | | | | 2. ADD BAFFLES INSIDE BOTH DRAINAGE STRUCTURES A-1 AND | | | A-2. PLEASE NOTE IT IN THE PLAN AND INCLUDE A DETAIL. | | | ATTACHED PLEASE FIND A 'POLLUTION RETARDANT BAFFLE | | | DETAIL' (CITY'S STANDARD DETAIL ST-7) THAT YOU CAN USE | | | AS GUIDELINE. ST-7.PDF ST-7_082616.DWG | | | | | | 3. SHOW ON THE PLANS (TENTATIVELY NEAR THE STOP BAR) | | | THAT A HIGH POINT (GRADE BREAK) WILL BE CREATED IN | | | BETWEEN THE DRAINAGE STRUCTURES (FOR BOTH A-1 AND A-2) | | | AND THE DRIVEWAY/EXITS TO THE SOUTH FROM THE PARKING | | | LOT. ATTACHED IS A MARKUP FOR YOUR INFORMATION. | | | | | | 4. REVISE THE DRAINAGE CALCULATION WITH NEW CONTROL | | | ELEVATION. | | | | | | PLEASE REVISE THE PLANS AND THE 'DRAINAGE REPORT/WATER | | | MANAGEMENT CALCULATIONS' AND SUBMIT TO OUR OFFICE. ONCE | | | APPROVED, I WILL EMAIL YOU REQUESTING SIX (6) SETS OF | | | COMPLETE SET OF PLANS AND A CHECK FOR THE ADDITION FEES | | | (FOR $1379.96). | | | |
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