| Date |
Text |
| 2009-10-19 13:55:01 | FAILED |
| | PLANS REQUIRED REVISIONS |
| | |
| | THE PLANS ARE STAMPED ON THE FRONT SHEET THAT THEY NEED |
| | TO APPLY FOR A PLUMBING PERMIT. ALONG THOSE LINES WE |
| | NEED TO STATE THEY NEED TO SHOW ON THE PLAN BEFORE IT |
| | IS SUBMITTED TO CONSTRUCTION SERVICES THE FOLLOWING |
| | CHANGES; |
| | SHEET 12: |
| | BACKFLOW PREVENTER NEEDS TO BE INSTALLED AT THE METER. |
| | SIZE METER |
| | SIZE CITY WATER SERVICE |
| | SIZE PIPING TO THE BATHROOM (2" IS SHOWN AND MAY NOT |
| | BE REQUIRED FOR TWO TOILETS AND TWO SINKS) |
| | CHANGE PIPE MATERIAL FROM COPPER TYPE "K" TO PVC |
| | STATE FLOOR ELEVATION OF BATHROOM AND RIM ELEVATION OF |
| | THE MANHOLE AND THE TOP OF LIFT STATION. |
| | THIS IS TO BE SURE THAT IF THE SEWER BACKS UP, IT |
| | DOES NOT BACK UP INTO THE BATHROOMS. |
| | CLEAN OUT REQUIRED WHERE THE LATERAL LEAVES THE |
| | BATHROOM. DEPENDING ON THE LENGTH OF RUN |
| | FROM THE BATHROOM TO THE MANHOLE TO BE TIED TO THE |
| | LATERAL NEEDS TO HAVE CLEAN-OUTS INSTALLED |
| | A MINIMUM OF EVERY 100' AND AT EVERY BEND. |
| | MY NOTE ON THE PLANS TO INSTALL THE CONTROL PANEL FOR |
| | THE LIFT STATION ON THE WALL OF THE BATHROOM IS NO |
| | LONGER VALID. |
| | MY NOTE ON THE WATER SERVICE TO THE LIFT STATION IS |
| | INVALID. |
| | |
| | OTHER NOTES (YOURS AND MINE) THAT ARE STILL VALID: |
| | SHEET 3: |
| | SHOW LOCATION OF SHELTER/CLASS ROOM. |
| | REMOVE DETAIL SHOWING FORCE MAIN TIE-IN AT NORTHLAKE, |
| | IT IS NOT REQUIRED |
| | SHOW CORING INTO EXISTING MANHOLE FOR LATERAL TO NEW |
| | BATHROOM |
| | PROVIDE RIM AND INVERT OF EXISTING MANHOLE TO BE TIED |
| | TO |
| | PROVIDE ELEVATION OF PROPOSED LATERAL TO BE TIED INTO |
| | MANHOLE |
| | SHOW LOCATION OF NEW BATHROOM |
| | SHEET 4: |
| | SHOW WATER LINE FROM BATHROOM TO METER |
| | REMOVE NOTE: FIBERGLASS STRUCTURE TO BE REMOVED (BY |
| | OTHERS). THIS NOTE IS NOT REQUIRED. |
| | SHEET 6: |
| | SHELTER LOCATION IS NOT SHOWN ON PLAN (SEE SHEET 3) |
| | YOU SHOW THE NEW ROAD SURFACE TO BE INSTALLED FLAT. IT |
| | SHOULD BE SLOPED OFF TO EITHER SIDE OR TO ONE SIDE AT A |
| | 2% SLOPE. |
| | WHAT IS THE FLOOR ELEVATION OF THE SHELTER? |
| | SHOULD THE FLOOR HAVE A 2% SLOPE FROM THE CENTER OUT SO |
| | THERE IS NO PONDING OF WATER DURING OR AFTER A RAIN |
| | STORM. |
| | WHAT IS THE EXISTING GRADE AROUND THE SHELTER, IT |
| | SHOULD BE BUILT UP AT LEAST 6" FROM THE SURROUNDING |
| | ELEVATIONS AND THE EXISTING ELEVATIONS SHOULD BE GRADED |
| | AWAY FROM THE SHELTER. |
| | YOU HAVE A NOTE FOR THE CONCRETE BASE FOR EMERGENCY |
| | PHONE, WHERE IS THE DETAIL, IT NEEDS TO BE ON THE SAME |
| | SHEET. |
| | THE DETAIL FOR THE 6" SQUARE PINE POSTS FOR THE SHELTER |
| | HAVE NO DEPTH ON THEM. THE CONCRETE IS TO BE 3.5' DEEP, |
| | BUT HOW MUCH CONCRETE IS UNDER THE POSTS? |
| | ARE THE 6" SQUARE PINE POSTS TO BE PRESSURE TREATED? |
| | SHEET 7: |
| | WHAT IS THE OVER HANG ON THE ROOF OF THE KIOSKS? |
| | |
