| 2010-10-25 12:21:16 | PASSED WITH PROVISO: |
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| | THE PALM BEACH COUNTY HEALTH DEPARTMENT'S REQUIREMENTS |
| | FOR DESIGN, CONSTRUCTION, CLEARANCE AND SEPARATION OF |
| | WATER, SEWER AND OTHER FACILITIES SHALL BE STRICTLY |
| | OBSERVED. |
| | |
| | ALL WORK SHALL BE PERFORMED IN A SAFE AND PROFESSIONAL |
| | MANNER. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE |
| | LAWS AND REGULATIONS REGARDING THE SAFETY OF PERSONS |
| | AND PROPERTY. THEREFORE, IT WILL BE THE CONTRACTOR |
| | RESPONSABILITY TO NOTIFY AFFECTED TENANTS AND RESIDENTS |
| | 48 HOURS PRIOR TO COMMENCING WORK. |
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| | CONTRACTOR SHALL SUPPLY ALL NECESSARY EQUIPMENT TO |
| | PROVIDE A SAFE WORK AREA. CONTRACTOR SHALL SUPPLY ALL |
| | NECESSARY EQUIPMENT TO AVOID ANY MATERIAL SPILL. |
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| | MAINTENANCE OF TRAFFIC SHALL BE USED WHEN BLOCKING |
| | ROADWAY. |
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| | PROJECTS HANDLING OR GENERATING ANY TOXIC/HAZARDOUS |
| | SUBSTANCES SHALL BE IDENTIFIED AND THEIR METHODS OF |
| | PRETREATMENT SPECIFIED. PRETREATMENT PROCEDURES SHALL |
| | BE ACCEPTABLE TO CITY OF WPB AND SHALL CONFORM TO ALL |
| | STATE AND FEDERAL REGULATIONS. AFFECTED BUSINESSES |
| | INCLUDE, BUT ARE NOT LIMITED TO, ALL COMMERCIAL AND |
| | INDUSTRIAL USERS OF AUTHORITY FACILITIES FOR WHICH |
| | FEDERAL AND/OR STATE PRETREATMENT STANDARDS HAVE BEEN |
| | PROMULGATED. THIS INCLUDES BUSINESSES SUCH AS PLATING |
| | AND METAL FINISHING OPERATIONS. BUSINESSES THAT QUALIFY |
| | AS SIGNIFICANT USERS WILL BE REQUIRED TO OBTAIN A |
| | WASTEWATER DISCHARGE PERMIT IN ACCORDANCE WITH CITY'S |
| | WASTEWATER PRETREATMENT PROGRAM. |
| | |
| | ALL MAINS, INCLUDING FITTINGS, SHALL BE EASILY |
| | IDENTIFIABLE AS TO THEIR CONTENTS AND SHALL BE COLOR |
| | CODED OR MARKED USING THE UNIVERSAL COLOR CODE OF BLUE |
| | FOR WATER, GREEN FOR SEWER AND LAVENDER FOR RECLAIMED. |
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| | PROPOSED CONFLICT MANHOLE ELEVATION SHOULD BE LESS THAN |
| | THAT OF FFE: EXISTING BUILDINGS WHICH HAVE PLUMBING |
| | DRAIN OUTLETS AT AN ELEVATION 12" OR LESS ABOVE THE |
| | GROUND SURFACE OF THE NEXT UPSTREAM MANHOLE, WHERE THE |
| | ELEVATION OF ANY FLOOR IS AT OR BELOW THE INVERT OF THE |
| | ADJACENT CITY SANITARY SEWER MAIN OR IS LESS THAN 12" |
| | ABOVE THE GROUND SURFACE OF THE NEXT UPSTREAM MANHOLE, |
| | OR WHERE A CONDITION EXISTS WHERE A PLUG IN THE CITY |
| | SANITARY SEWER MAIN WILL CAUSE THE HYDRAULIC GRADIENT |
| | TO RISE ABOVE THE LOWEST FLOOR LEVEL. |
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| | A CLEAN-OUT IS REQUIRED AT EVERY BEND ON SEWER LINE. |
| | (NO CLEAN-OUTS ARE SHOWN ON PLAN). PROVIDE ON AS-BUILT. |
| | |
| | RECORD DRAWING REQUIREMENTS: |
| | WATER / SANITARY / STORM PIPE CROSSINGS AND |
| | SEPARATIONS: |
| | * SEPARATION POINT / CONFLICT CROSSING: VERTICAL OR |
| | HORIZONTAL DISTANCE PROXIMITY BETWEEN TWO DIFFERENT |
| | UTILITY |
| | SYSTEMS. CLEARLY IDENTIFY AND SEQUENTIALLY NUMBER (#) |
| | THE LOCATION OF ALL SEPARATION POINTS OR CONFLICT |
| | CROSSINGS IN |
| | CONFORMANCE WITH PALM BEACH COUNTY HEALTH DEPARTMENT |
| | UTILITY SEPARATION GUIDELINES. |
| | * PROVIDE A UTILITY SEPARATION CHART. CHART SHALL |
| | INCLUDE SEQUENTIAL NUMBERING, TYPE OF UTILITY (WATER, |
| | SEWER, |
| | STORMWATER, ETC), PIPE SIZE, PIPE TYPE, LABEL UPPER |
| | PIPE AND LOWER PIPE (NOT REQUIRED FOR HORIZONTAL |
| | SEPARATION), |
| | DISTANCE BETWEEN BOTTOM OF UPPER PIPE AND CROWN OF |
| | LOWER PIPE. |
| | * CONFLICT STORM/WATER / SANITARY STRUCTURES: |
| | 1PROVIDE VERTICAL DISTANCE OF TOP AND BOTTOM OF CASING. |
| | 2 PROVIDE TYPE OF CASING MATERIAL. |
| | 3 PROVIDE TYPE OF TRANSMISSION PIPE MATERIAL. |
| | * CASINGS: |
| | 1 PROVIDE VERTICAL DISTANCE OF TOP AND BOTTOM OF |
| | CASING. |
| | 2 PROVIDE TYPE OF CASING MATERIAL. |
| | 3 PROVIDE INFORMATION ON TOTAL LAY LENGTH AND THE |
| | LOCATION OF ANY VENTS OR TAPS. |
| | |
| | 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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