| Date |
Text |
| 2001-01-08 00:00:00 | FAILED, WITH COMMENTS: |
| | PERVIOUS AND IMPERVIOUS CALCULATIONS |
| | MUST BE SHOWN ON PAVING AND DRAINAGE |
| | PLAN THE TOTAL AMOUNT MUST EQUAL 100% |
| | OF TOTAL SITE ACRES OR S.F. |
| | PLEASE STATE EITHER ADDRESSES OR |
| | PROPERTY CONTROL NUMBERS |
| | STORM CHARGES WILL BE CALCULATED FROM |
| | THESE. |
| | ON WATER AND SEWER PLAN |
| | YOU INDICATED 5 METERS CONNECTING OFF |
| | THE 2" SERVICE. THIS EXCEEDS THE |
| | AMOUNT. |
| | FOR A 2" SINGLE SERVICE LINE YOU MAY HAV |
| | E A MAXIMUM OF 4- 5/8" BY 3/4" METERS |
| | OR 4- 3/4" METERS. |
| | PLEASE STATE THE SIZE OF PROPOSED METERS |
| | MOVE CLEAN-OUTS SO THAT THEY FALL JUST |
| | OUTSIDE OF SIDEWALK AREAS SO THAT |
| | IT DOES NOT POSSES A TRIPPING HAZZARD. |
| | ONCE REVISED TWO SETS OF PLANS MUST BE |
| | SUBMITTED TO PUABLIC UTILITIES |
| | ENGINEERING SERVICES DEPARTMENT FOR |
| | REVIEW. ATTENTION MANNY GONZALEZ |
| | PLEASE INCLUDE STORM CALCULATIONS SO |
| | THAT I MAY PASS THEM TO JOSE DEL RIOS |
| | OUR STORM WATER ENGINEER. |
| | 1000 45TH ST, SUITE 15 WPB FL 33407 |
| | 561 659 8040 EXT. 2306 |
| | HAVE A GREAT DAY. |
| | 18" MIN CLR MUST BE MAINTAINED WHERE |
| | WATER AND SANITARY SEWER CROSSES. |
| | DRIVEWAYS ENTERING EACH UNIT MUST BE BUI |
| | LT PER CITY OF WEST PALM BEACH STANDARD |
| | DRIVEWAY APPROCHDETAIL. |
| | SEE ATTACHED. IT MAY BE REQUESTED THROUG |
| | H EMAIL AT [email protected]. |
| | FL.US |
| | WORK PERFORMED ALONG ROW REQUIRES A |
| | CITY ROW PERMIT AT NO COST. |
| | IT CAN BE OBTAIN AT THE SAME ADDRESS |
| | WRITTEN ABOVE.IT MUST BE SIGN APPROVED |
| | BY RICHARD D. PITTMAN, CITY ENGINEER. |
| | HAVE A GREAT DAY IF YOU HAVE ANY QUESTIO |
| | NS FEEL FREE TO CONTACT MY OFFICE. |
| | WHEN SUBMITTING TO PUBLIC UTILITIES AGAI |
| | N WE JUST NEED THE PLANS MADE BY CALVIN |
| | GIORDANO AND ASSOCIATES. ARCHITECT PLANS |
| | NOT REQUIRED. |
