| Date |
Text |
| 2001-10-18 00:00:00 | FAILED: |
| | 1. CONSTRUCTION OF GAZEBO MUST CLEAR THE |
| | 40.88' UE ON EAST SIDE. |
| | 2. PLEASE SUBMIT STORM WATER CALCULATION |
| | FOR OUR REVIEW AND APPROVAL IF NOT |
| | SUBMITTED TO JOSE DEL RIO,IF SUBMITTED |
| | , THEN STATE THE STATUS. |
| | 3. PLEASE SUBMIT PERVIOUS AND IMPERVIOUS |
| | AREA CALCULATIONS FOR ENTIRE SITE, |
| | SIGNED & SEALED. |
| | 4. STORM DRAIN #6 SHOWS I.E = 12.5(N), |
| | IT SHOULD SHOW 1.E = 12.5(W) |
| | 5. PROVIDE 4" CONCRETE FLUME AROUND |
| | THE EXISTING CATCH BASIN GRATE IN THE |
| | PROPOSED SWALE AREA. |
| | 6. PLEASE SHOW DRAINAGE FOR THE POOL. |
| | 7. LIGHT POLE RELOCATIONS MUST BE |
| | COORDINATED WITH PUBLIC UTILITIES. |
| | 8. ANY WORK WITHIN PUBLIC R.O.W WILL |
| | REQIURES A SEPATRATE PERMIT FROM CITY |
| | ENGINEER'S OFFICE, 659-8040. |
| | 9. NEW CONNECTIONS TO CITY SERVICES |
| | AND INSTALLATION OF BACKFLOW PREVENTERS |
| | WOULD REQUIRE PERMIT AND APPROVAL FROM |
| | PUBLIC UTILITIES, 659-8040. |
| | 10. BEGIN TYPE "F" CURB AT THE EDGE OF |
| | 20' FIRE ACCESS LANE WITH ADEQUATE |
| | TRANSITIONS AS MARKED ON SHEET C-4. |
| | 11. EXCAVATIONS TO ELEV. 15' IN |
| | RETENSION AREA WOULD LEAVE +/- 1' OF |
| | COVER FOR THE EXISTING 36" WATER MAIN |
| | (PRESSURE PIPE), PLEASE VERIFY. |
| | |
| | IF ANY QUESTIONS PLEASE CONTACT 659-8096 |
| | EXT. 8492 MOHAMMAD R. AMINI |
