| Date |
Text |
| 2009-04-14 15:09:24 | ANY QUESTIONS CONTACT: |
| | DEAN S. LAUDERMILK, PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1083 (ENG. SERVICES) |
| | 561-805-6716 (CONSTRUCTION SERVICES) |
| | SHEET 7 OF 40: |
| | 1. KEY COLORING ON THIS SHEET DOES NOT MATCH 6 OF 40. |
| | CHANGE COLORING TO REDUCE CONFUSION. |
| | 2. RAIN SHELTER IS NOT LOCATED AS SHOWN. IT IS |
| | APPROXIMATELY 87' NORTH AND 157' WEST OF CART PATH. |
| | SHEET 9 OF 40: |
| | 1. SINCE YOU HAVE SHOWN THE PROPERTY LINE ON THIS SET |
| | OF DRAWINGS THE WORK SEEMS TO BE EXTENDING OFF THE |
| | PROPERTY. CHECK WITH THE PROJECT MANAGER V. NOEL |
| | (561-494-1096) FOR THE PROPER PROPERTY LINE. IF IT IS |
| | AS SHOWN THEN REDUCE THE "PERIMETER ZONE" WORK TO A |
| | POINT IT IS INSIDE CITY PROPERTY. |
| | SHEET 12, 14, 16, AND 18 OF 40: |
| | 1. SEE NOTE ON 21 OF 40, THE OUTCOME OF HOW THE PUMP |
| | STATION IS DESIGNED WILL CHANGE THIS NOTE. |
| | 2. THE NOTE STATES: "TO BE DISCONNECTED, OWNER TO |
| | DISPOSE OF PUMPS." THE DEMOLITION SHEET (5 OF 40) DOES |
| | NOT STATE THAT THE PUMP HOUSE, CONTROL PANEL, ELECTRIC |
| | LINES, OR CONCRETE PAD FOR THE EXISTING PUMPS ARE TO BE |
| | REMOVED. ARE THEY TO BE REMOVED, CAPPED OFF? |
| | SHEET 21 OF 40: |
| | 1. I DO NOT HAVE THE PREVIOUS PLAN TO COMPARE TO THIS |
| | PLAN, BUT THIS PLAN SHOWS THE FINISHED FLOOR ELEVATION |
| | AS 15'-9". THE PLAN THEN GOES ON TO STATE THAT THE PUMP |
| | SET EXTENDS DOWN FROM THIS ELEVATION 11', WHICH PLACES |
| | IT AT ELEVATION 4'-9". THE ELEVATION ON THE INVERT OF |
| | THE INTAKE PIPE IS 1'-0". WHICH MEANS THAT THE BOTTOM |
| | OF THE WET WELL IS 2'-9" HIGHER THAN THE INTAKE PIPE. |
| | IT APPEARS THAT THE BOTTOM OF THE WETWELL SHOULD BE |
| | AROUND MINUS 2'-0" AND THAT THE PUMP SET SHOULD BOTTOM |
| | OUT AT AROUND MINUS 1'-0" OR 17' LONG. THIS WOULD MAKE |
| | THE WETWELL APPROXIMATELY 18' DEEP, WHICH WOULD AFFECT |
| | THE NOTES ON SHEETS 12,14, 16, AND 18 OF 40. |
| | 2. INFORMATIONAL NOTE: SHEETS 12, 14, 16, AND 18 OF 40 |
| | ALL HAVE A NOTE THAT STATE THE WETWELL SHALL BE "60" |
| | CONCRETE". HUGGER BANDS WILL NOT WORK WITH PVC PIPE, |
| | WHICH IS THE MATERIAL THAT HAS BEEN SUBMITTED WITH THIS |
| | SET OF PLANS (J-M PIPE, 24" CLASS 235 PSI, DR18, OR |
| | CLASS 165 PSI DR26), NEITHER CLASS WAS CHOSEN, BUT BOTH |
| | ARE PVC AND REQUIRE A DIFFERENT TYPE OF ADAPTER THAN |
| | THE "HUGGER BAND" THAT IS SHOWN ON THE PLAN. THE |
| | PREVIOUS REVIEWER WAS INTERESTED TO SEE WHAT MATERIAL |
| | WAS TO BE USED (IT DOES NOT STATE ON THIS SHEET, WHICH |
| | IT SHOULD). IT DOES GIVE A LIST OF PIPE MATERIALS THAT |
| | CAN BE USED ON SHEETS 12, 14, 16, AND 18 OF 40. THE |
| | MATERIALS DO NOT NEED TO BE SUBMITTED AT THIS TIME, TO |
| | CONSTRUCTION SERVICES, BUT LATER TO THE PROJECT MANAGER |
| | AT ENGINEERING SERVICES. TOWARDS THAT END ONE OF THE |
| | FOLLOWING ADAPTERS WILL BE REQUIRED TO ADAPT TO THE |
| | WETWELL FOR PVC; |
| | PVC MANHOLE TO PIPE ADAPTERS: |
| | USED TO SEAL THE PIPE TO THE MANHOLE. ALL ADAPTERS WILL |
| | BE MADE TO FIT PVC, SDR-26 PIPE. ADAPTERS FOR USE WITH |
| | ALL NEW CONSTRUCTION. PVC ADAPTERS SHALL HAVE DOUBLE |
| | GASKETED BELL, WITH SANDCOATING CAST INTO THE OUTSIDE |
| | TO ALLOW FOR ADHERENCE TO THE CONCRETE SEAL. |
| | HARCO - THE HARRINGTON CORP., P.O. BOX 10335, |
| | LYNCHBURG, VA 24306 |
| | FLOW CONTROL |
| | OTHER MANHOLE TO PIPE ADAPTERS: |
| | USED TO SEAL THE PIPE TO THE MANHOLE. ALL ADAPTERS WILL |
| | BE MADE TO FIT PVC, SDR-26 PIPE. ADAPTERS FOR USE WITH |
| | ALL NEW CONSTRUCTION. ADAPTERS SHALL HAVE STAINLESS |
| | STEEL RING SEALS TO SEAL THE ADAPTER TO THE PIPE AND TO |
| | THE MANHOLE IF THEY ARE NOT POURED IN PLACE. |
| | PRESS SEAL GASKET CORPORATION |
| | PRESS-BOOT |
| | U.S. PRECAST MANHOLE W/HDPE LINER CAST-IN BOOT TO |
| | SLEEVE CONNECTION |
| | U.S. PRECAST HDPE LINER SYSTEM "TURN BACK" JOINT |
| | INSTALLED AFTER CAST |
| | 3. I AM NOT A STRUCTURAL ENGINEER, BUT I WOULD THINK |
| | THAT THERE NEEDS TO BE SOME STEEL IN THE CONCRETE SLAB, |
| | AND THE SLAB NEEDS TO BE ON TOP OF THE WETWELL. |
| | 4. SHEET 12 OF 40 HAS A NOTE THAT STATES: "WATER LEVEL |
| | NOVEMBER 18TH 1974 ELEV. 8.60', LOWEST ANTICIPATED |
| | WATER ELEV. 2.85'. SO WHY IS THERE A COMMENT THAT THE |
| | ELEVATION OF THE WATER (8.60') IS UNCONFIRMED ON THIS |
| | SHEET? |
| | 5. SINCE THE WATER TABLE IS APPROXIMATELY 8.60' AND THE |
| | WETWELL IS AS DEEP AS IT MAY END UP, A NOTE NEEDS TO BE |
| | ADDED STATING THAT THE WETWELL NEEDS TO BE DESIGNED BY |
| | A PE AND CERTIFIED THAT IT WILL NOT FLOAT. |
| | 34 OF 40: |
| | 1. ADD TO ALL DETAILS THE USE OF FILTER FABRIC AROUND |
| | THE TOPS, SIDES AND BOTTOMS OF ALL OF THE GRAVEL. |
| | 2. CHANGE THE NOTES "1/4 TO 3/4" WASHED GRAVEL TO 3/4" |
| | WASHED ROCK. |
| | 35 OF 40: |
| | 1. ADD TO DETAIL THE USE OF FILTER FABRIC AROUND THE |
| | TOPS, SIDES AND BOTTOMS OF ALL OF THE GRAVEL. |
| | 2. CHANGE THE NOTES "1/4 TO 3/4" WASHED GRAVEL TO 3/4" |
| | WASHED ROCK. |
| | 3. WHERE ARE THE CHANNEL DRAINS GOING TO BE PLACED THAT |
| | ARE SHOWN IN THIS DETAIL? STATE THERE SPECIFIC |
| | LOCATION. |
| | 4. WATER FOUNTAIN SHELTER UTILITY PLAN IS CONFUSING. |
| | ADD TO THE END OF THE TITLE "(SEE SHEET F2, 28 OF 40)". |
| | 5. I DO NOT KNOW HOW BUT CHANGE THE NOTE CONCERNING |
| | ABANDONING THE ELECTRIC AND WATER LINES, IT APPEARS YOU |
| | WANT TO CUT THEM OFF FROM THE BATHROOM. I WOULD THINK |
| | THAT YOU WOULD NEED THE WATER LINE FOR THE WATER |
| | FOUNTAIN. |
| | |
