| 2013-01-18 08:51:58 | APPROVED-AS NOTED WITH THE FOLLOWING PROVISOS: |
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| | #1 TAPPING VALVE AND SLEEVE MUST NOT BE STAINLESS |
| | MATERIAL AS SHOWN ON PLANS. |
| | #2 CONTRACTOR WILL FIELD VERIFY O.D. (OUTSIDE DIAMETER) |
| | OF EXISTING 12" WATERMAIN). |
| | #3 ADDITIONAL 10" RESILIENT WEDGE GATE VALVE |
| | (RESTRAINED REQUIRED FOR FUTURE PB MALL CONNECTION). |
| | #4 CONTRACTOR HAS BEEN GIVEN INSTRUCTION TO BACTEE THE |
| | WATER SERVICE LINE AND WILL CHECK WITH OWNER IF THIS IS |
| | IN HIS SCOPE OF WORK. |
| | #5 PROVIDE APPROVED MATERIAL LIST |
| | #6 VAULT AND LID SHOP DRAWINGS MUST BE SUBMITTED IF |
| | INSTALLING A 3" METER. (PIPING SERVING 3" METER WILL BE |
| | 4" DIP) |
| | #7 ROAD RESTORATION PARAMETERS AND COUNTY ROW |
| | COORDINATION WILL NEED TO BE DONE BETWEEN EOR, |
| | CONTRACTOR AND PB COUNTY. |
| | #8 PRIVATE LINE IN PBC ROW MUST MEET VERTICAL |
| | SEPARATION REQUIREMENTS (WATER LINE WILL CROSS MALL'S |
| | SANITARY SEWER SERVICE, AN 18" MINIMUM VERTICAL |
| | SEPARATION IS REQUIRED) 36" COVER MUST BE PROVIDED FOR |
| | FULL LENGTH OF THE PRIVATE SERVICE. CLEARANCES AND |
| | DEPTHS MUST BE SHOWN ON AS-BUILTS BY A LICENSED |
| | SURVEYOR. |
| | #9 PLAN SHOWS A 12"X10" REDUCER THAT WILL NOT BE |
| | NEEDED. |
| | #10 ALL CITY PIPING BEFORE AND UP TO THE METER WILL BE |
| | DUCTILE IRON PIPE OR COPPER AS PER AML LIST. |
| | #11 CONSTRUCTION COORDINATION AND ROAD RESTORATION OF |
| | PALM BEACH LAKES BLVD WILL BE DISCUSSED THRU PALM BEACH |
| | COUNTY |
| | #12 PRIVATE LINE WILL REQUIRE TO HAVE A COLOR "BLUE" |
| | STRIPE OR TAPE AND ALSO A COPPER TRACING WIRE FOR |
| | PROPERLY LOCATING. |
| | #13 EOR WILL INSPECT AND CERTIFY WATERMAIN BEYOND CITY |
| | METER, THIS PORTION IS "PRIVATE". |
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