| Date |
Text |
| 2011-01-10 14:40:15 | APPROVED AS-NOTED: |
| | |
| | #1 AS-BUILTS WILL BE REQUIRED TO BE SUBMITTED ON |
| | 24"X36" SIZE PLANS. |
| | #2 METER VAULT WILL REQUIRED AN EASEMENT (SKETCH AND |
| | LEGAL) IF PLACED JUST INSIDE PROPERTY LINE AS SHOWN. |
| | #3 BACKFLOWS WILL BE INSTALLED AS CLOSE TO THE SOURCE |
| | AS POSSIBLE. COORDINATION WITH UTILITIES CUSTOMER |
| | SERVICE WILL BE PARAMOUNT AS TO THE PLACEMENT OF |
| | BACKFLOWS. |
| | WE WILL MEET ON-SITE AT TIME OF PRE-CONSTRUCTION TO |
| | COORDINATE LOCATION. LOCATION AND HEIGHT WILL BE |
| | IMPORTANT AS BUILDING WILL SIT APPROXIMATELY 2 FEET |
| | HIGHER THAN SIDEWALK. |
| | #4 BACKFLOW FOR IRRIGATION SHALL BE A REDUCED PRESSURE |
| | PRINCIPAL ASSEMBLY (RPZ) AND NOT A PRESSURE VACUUM |
| | BREAKER. |
| | #5 IN THE EVENT WATERMAIN CANNOT BE SHUT DOWN TO |
| | INSTALL TEE'S FOR SERVICES IT WILL BE THE CONTRACTOR'S |
| | RESPONSABILITY TO PROVIDE ALTERNATE METHODS AT THEIR |
| | EXPENSE, SUCH AS "DIRECT TAP". |
| | #6 EXISTING WATER SERVICES TIED TO MAIN MUST BE CUT |
| | BACK AT THE MAIN. METER BOX IN SIDEWALK MUST BE REMOVED |
| | AND SIDEWALK REPAIRED TO ACCOMODATE SUCH REMOVAL. |
| | #7 WHERE PRIVATE WATER LINES AND SERVICES CROSS 10' |
| | UTILITY EASEMENT SLEEVES MAY BE REQUIRED FOR PROPER |
| | CLEARANCE AND SAFETY WHEN CROSSING OTHER UTILITIES. |
| | #8 ON-SITE WATER AND SEWER CROSSINGS MUST BE IDENTIFIED |
| | AND MUST PROVIDE ALLOWABLE CLEARANCES AS PER HEALTH |
| | STANDARDS. |
| | #9 ALL HYDRANTS IN THE VICINITY OF THE PROJECT MUST BE |
| | ACTIVE PRIOR TO CONSTRUCTION. |
| | #10 POLLUTION PREVENTION IS APPLICABLE ON ANY WATER |
| | SERVICE TIE-IN. |
| | #11 MATERIALS IN THE ROW WILL BE AS PER LATEST CITY OF |
| | WPB DETAILS AND LATEST APPROVED MATERIAL LIST. A LIST |
| | MAY BE OBTAINED VIA WEB SITE AT THE LINK BELOW: |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP |
| | WE WILL REQUIRE SUBMITTAL OF THIS LIST BY UNDERGROUND |
| | CONTRACTOR PRIOR TO PRE-CONSTRUCTION. |
| | #12 SEWER TIE-INS AS WELL AS STORMWATER WILL BE THE |
| | JURISDICTION OF THE TOWN OF PALM BEACH AND |
| | ENGINEER-OF-RECORD. |
| | #13 IT WILL BE THE CONTRACTOR'S RESPONSABILITY TO |
| | OBTAIN TOWN OF P.B. ROW PERMIT PRIOR TO ANY |
| | RIGHT-OF-WAY EXCAVATION. |
| | |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
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