| Date |
Text |
| 2010-05-19 12:02:32 | FAIL STATUS COMMENTS |
| | |
| | #1 |
| | AS PER ORDENANCE NO. 4060-07 ALL DEMOLITION AND NEW |
| | CONSTRUCTION PERMITS SHALL SUBMIT A STORMWATER |
| | POLLUTION PREVENTION PLAN (SWPPP) |
| | EROSION CONTROL AND LAND STABILIZATION BOND IS |
| | REQUIRED. |
| | UPON VERTICAL CONSTRUCTION COMMENCEMENT, PAYMENT IN |
| | FULL OF ALL APPLICABLE FEES, AND COMPLIANCE WITH ALL |
| | TERMS AND CONDITIONS OF ANY POSTED BOND, THE PERMITTEE |
| | MAY REQUEST RELEASE OF THE BONDS OR DEPOSITS. |
| | POLLUTION PREVENTION PLAN MUST SHOW THE PROPTECTION OF |
| | UTILITY EASEMENT WHERE WATER AND SEWER LINES ARE |
| | LOCATED. |
| | PLEASE CONTACT BRIAN MOREE AT ENGINEERING SERVICES |
| | DEPARTMENT FOR INFORMATION (561) 494-1098. |
| | |
| | A COPY OF THE ORDINANCE NO. 4060-07 MAY BE OBTAINED |
| | FROM THE CITY CLERK'S OFFICE LOCATED ON THE FIRST FLOOR |
| | CITY HALL. |
| | |
| | #2 SUPPLY PURPOSE OF NEW SEWER LATERAL CONNECTION. |
| | PLUMBING PLANS THAT IS MADE REFERENCE TO WHERE NOT |
| | INCLUDED. |
| | |
| | #3 MAKE-UP WATER WILL REQUIRE A WATER CONNECTION, "NO |
| | SADDLES" DIRECT TAP ONLY, YOU WILL NEED A 1 1/2"X2" |
| | CORPORATION. |
| | NEEDED DEMAND IS 40 GPM (GALLONS PER MINUTE) HOWEVER WE |
| | NEED THE "PUMP INFORMATION" DEMAND. |
| | NOTE: AWWA SAYS 1" METER EQUAL TO 25-50 GPM (HEAD LOSS |
| | UP TO 15PSI) - 25 GPM MAX |
| | BADGER MODEL 120 (1 1/2")= AVERAGE GPM 80 GPM MAX |
| | CONTINUOUS OPERATION (RCDL DISC 1-1/2" FLGD) |
| | (15 PSI MAX FLOW LOSS) AWWA SAYS 100GPM TO 120GPM. |
| | |
| | #4 PHASE 1B FUTURE PUBLIC PAVILION IS NOT PART OF THIS |
| | PERMIT. |
| | |
| | #5 SUPPLY SIESMIC DESIGN AND OR VIBRATION ISOLATION |
| | EXPLANATION OF CHILLER BUILDING AS TO THE HARM OF |
| | EXISTING UNDERGROUND UTILITIES, THIS INCLUDES THE CLAY |
| | SEWER MAIN AND THE CAT IRON WATERMAIN. |
| | |
| | #6 CIVIL PLAN C-103 SHOWS CONFLICTS BUT "PROPOSED DATA |
| | CONDUIT" IS NOT DISPLAYED IN THE "CROSSING TABLE". |
| | |
| | #7 WATERMAIN DEPTH IS DISPLAYED AT 4' DEEP, HAS THIS |
| | INFORMATION BEEN VERIFIED IN THE FIELD? |
| | |
| | #8 ITEM 1-24 ON SHEET C-103 WAS NOT SHOWN OR IS CALLED |
| | OUT TWICE. REVIEW IN "DETAIL A - SITE IMPROVEMENT PLAN" |
| | SHEET C-103 |
| | |
| | #9 RIM ELEVATION OF CATCH BASINS AND SANITARY SEWER |
| | MANHOLES IN THE AREA APEAR TO BE 12.20 +/-, YOUR FFE IS |
| | 12.50. 6" ABOVE THESE FEATURES MINIMUM TO ALLOY VISUAL |
| | OVERFLOW BEFORE |
| | IT BACKS UP INTO THE BUILDING. |
| | |
| | #10 SUPPLY ADDRESS TO THIS NEW CHILLER BUILDING TO |
| | QUOTE THE NEW WATER AND SEWER FEES. |
| | |
| | MANUEL JULIAN GONZALEZ |
| | CSD ENGINEERING REVIEW |
| | 401 CLEMATIS STREET, 1ST FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
