| 2019-06-27 10:47:48 | SEE THE SEAWALL MODIFICATION AND HOLD HARMLESS |
| | AGREEMENT RETURNED WITH PERMIT APPLICATION PACKET. |
| | PLEASE RETURN TWO COMPLETED, SIGNED COPIES. FORM IS TO |
| | BE EXECUTED PRIOR TO ISSUANCE OF PERMIT. |
| | |
| | THE SUBMITTED M.O.T. DRAWING INCORRECTLY LABELS WORK |
| | LOCATION BASED ON ERRONEOUS GOOGLE MAP ADDRESS. CHECK |
| | PBC PROPERTY APPRAISER WEBSITE FOR CORRECT LOCATION OF |
| | ADDRESS AND DOCK/SEAWALL PROJECT LOCATION. CONTACT |
| | GORDON PATRIE AT CITY OF WPB ENGINEERING SERVICES |
| | (561-494-1082, [email protected]) FOR THE M.O.T. REVISION |
| | SUBMITTAL. |
| | |
| | PROVIDE TURBIDITY BARRIER AROUND ANY AND ALL |
| | POTENTIALLY IMPACTED AREAS OF THE INTRACOASTAL WATERWAY |
| | ADJACENT TO THE PROPOSED SEAWALL PROJECT. |
| | |
| | STORM WATER POLLUTION PREVENTION PLAN (SWPPP) |
| | |
| | 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS |
| | COMPRISED OF AN EROSION AND SEDIMENTATION CONTROL PLAN, |
| | THE EROSION AND SEDIMENTATION CONTROL DETAILS, AND ALL |
| | SUBSEQUENT REPORTS AND RELATED DOCUMENTS PROVIDED AND |
| | UPDATED BY THE CONTRACTOR. |
| | |
| | 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH |
| | STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF |
| | THE SWPPP AND THE STATE OF FLORIDA NATIONAL POLLUTANT |
| | DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES |
| | PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. |
| | |
| | 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT |
| | PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP. ADDITIONAL |
| | BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS |
| | DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE |
| | OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. |
| | |
| | 4. BEST MANAGEMENT PRACTICES AND CONTROLS SHALL CONFORM |
| | TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF |
| | PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT |
| | ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING |
| | AGENCY OR THE OWNER. |
| | |
| | 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL |
| | STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY |
| | IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE |
| | MAINTAINED ON SITE AT ALL TIMES. |
| | |
| | 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE |
| | MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL |
| | PERMIT, IF ONE HAS BEEN ISSUED. |
| | |
| | 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY |
| | PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS |
| | THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE |
| | PARKING AREA, AND AREA FOR LOCATING PORTABLE |
| | FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. |
| | |
| | 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, |
| | EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND |
| | PROPERLY TREATED OR DISPOSED. |
| | |
| | 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND |
| | FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY |
| | AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL |
| | SPILLS AND LEAKS. |
| | |
| | 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL |
| | OF DUST AND DIRT RISING AND SCATTERING IN THE AIR |
| | DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING |
| | OR OTHER SUITABLE METHODS OF CONTROL. THE USE OF MOTOR |
| | OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR |
| | DUST SUPPRESSION OPERATIONS IS PROHIBITED. THE |
| | CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS |
| | PERTAINING TO ENVIRONMENTAL PROTECTION. |
| | |
| | 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH |
| | MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. |
| | MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES |
| | THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE |
| | INTO DRAINAGE DITCHES OR WATERS OF THE STATE. |
| | |
| | 12. ALL STORM WATER POLLUTION PREVENTION MEASURES |
| | PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS |
| | PRACTICABLE. |
| | |
| | 13. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON |
| | ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES FOR THE |
| | DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE |
| | PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES AND PIPES |
| | WITHIN THE LIMITS OF CONSTRUCTION SHALL BE CLEANED OF |
| | DEBRIS AS REQUIRED DURING AND AT THE END OF |
| | CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. |
| | |
| | 14. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON |
| | AS PRACTICAL. |
| | |
| | 15. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION |
| | ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY |
| | STABILIZED. THESE AREAS SHALL BE STABILIZED NO LATER |
| | THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY |
| | OCCURRED. |
| | |
| | 16. IF A GRAVEL CONSTRUCTION ENTRANCE IS NOT USED OR |
| | THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL |
| | CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO REMOVE THE |
| | MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED |
| | BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS |
| | USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH |
| | WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF |
| | THE SITE. |
| | |
| | 17. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED |
| | FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST |
| | BE REMOVED AS SOON AS POSSIBLE. |
| | |
| | 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING |
| | ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER |
| | DRAINAGE SYSTEMS IN CONJUNCTION WITH THE DEMOLITION, |
| | CONSTRUCTION, OR STABILIZATION OF THE SITE. |
| | |
| | 19. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS |
| | SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION |
| | THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. |
| | STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON |
| | THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE |
| | WITH GENERAL PERMIT REQUIREMENTS. |
| | |
| | 20. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION |
| | DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES |
| | AND EROSION. |
| | |
| | 21. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE |
| | PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR |
| | ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, |
| | ETC.) TO PREVENT EROSION. |
| | |
| | 22. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF |
| | EACH WORKING DAY, THIS INCLUDES BACK FILLING OF |
| | TRENCHES FOR UTILITY DEMOLITION OR CONSTRUCTION AND |
| | PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD |
| | CONSTRUCTION. |
| | |
| | 23. EROSION AND SEDIMENTATION CONTROL PLANS PROVIDED |
| | HEREIN ARE A GUIDELINE ONLY. THE CONTRACTOR IS |
| | RESPONSIBLE FOR PREPARING THE FINAL POLLUTION |
| | PREVENTION PLAN. THE PLAN SHALL BE SUBMITTED TO THE |
| | OWNER WHICH DEMONSTRATES THE MECHANISMS AND PRACTICES |
| | THAT WILL BE EMPLOYED TO PROTECT THE CONSTRUCTION SITE |
| | AND SURROUNDING AREA DURING CONSTRUCTION. THE PLAN |
| | SHALL BE CONSISTENT WITH FEDERAL NATIONAL POLLUTANT |
| | DISCHARGE ELIMINATION SYSTEM (NPDES PERMIT REQUIREMENTS |
| | PERTAINING TO POLLUTION PREVENTION PLANS. THE PLAN |
| | SHALL INCLUDE, BUT NOT BE LIMITED TO, THE LOCATIONS OF |
| | SILT BARRIERS, EMERGENCY RESPONSE PRACTICES, AND OTHER |
| | METHODS TO PREVENT POLLUTION. REFUELING OR STORAGE OF |
| | VEHICLES OR EQUIPMENT THAT UTILIZE PETROLEUM BASED |
| | PRODUCTS SHALL BE PROHIBITED ANYWHERE WITHIN 50 FEET OF |
| | A WATER'S EDGE. THE PLAN SHALL BE FILED WITH ALL |
| | APPLICABLE REGULATORY AGENCIES BY THE CONTRACTOR. REFER |
| | TO FURTHER NOTES AND DETAILS WITHIN THESE DOCUMENTS. |
| | |
| | 24. SILT FENCE IS REQUIRED AS SHOWN ON THE PLANS AND |
| | ANYWHERE ADDITIONAL AT THE CONTRACTOR'S DISCRETION. |
| | SILT FENCE IS NOT APPLICABLE IN PAVEMENT AREAS. LIMITS |
| | OF CONSTRUCTION SHOWN ARE DIAGRAMATIC. CONTRACTOR TO |
| | PROVIDE PLAN FOR SHOP DRAWING REVIEW. |
| | |
| | DEMOLITION NOTES |
| | |
| | 1. BROKEN PAVEMENT OR OTHER DEBRIS SHALL BE REMOVED |
| | FROM THE SITE AS SOON AS PRACTICAL. EXCAVATED MATERIALS |
| | SHALL NOT BE STOCKPILED IN THE RIGHT-OF-WAY OR EASEMENT |
| | DURING CONSTRUCTION. |
| | |
| | 2. VEGETATION, MUCK, AND ANY DELETERIOUS MATERIAL |
| | WITHIN THE RIGHT-OF-WAY LIMITS OF ALL STREETS MUST BE |
| | REMOVED AND REPLACED WITH CLEAN FILL MATERIAL, FREE OF |
| | STUMPS, LARGE ROOTS, OR OTHER MATTER NOT SUITABLE FOR |
| | INCLUSION IN ROADWAY FILL. |
| | |
| | 3. AFTER REMOVAL OF UNDERGROUND PIPES, THE TRENCHES |
| | SHALL BE BACKFILLED. BACKFILL MATERIAL SHALL BE PLACED |
| | IN LAYERS NOT TO EXCEED TWELVE (12) INCHES IN |
| | THICKNESS, WITH EACH LAYER CAREFULLY COMPACTED TO |
| | NINETY-EIGHT PERCENT (98%) OF MAXIMUM DENSITY, PER |
| | AASHTO T-180 AND TESTED, BEFORE PLACING SUCCEEDING |
| | LAYERS. DENSITY TESTS SHALL BE TAKEN AT MAXIMUM |
| | TWO-HUNDRED FOOT (200') INTERVALS, STAGGERED EACH SIDE |
| | OF THE TRENCH. AT A MINIMUM, BACKFILLING AND COMPACTION |
| | SHALL BE PER FDOT, CITY OF WEST PALM BEACH, AND/OR |
| | AASHTO STANDARDS. |
| | |
| | 4. CONTRACTOR SHALL STORE AND PROTECT ANY ITEMS NOTED |
| | TO BE RELOCATED. ANY DAMAGED ITEMS SHALL BE REPLACED AT |
| | THE EXPENSE OF THE CONTRACTOR. |
| | |
| | 5. THE OWNER MAY DESIGNATE ADDITIONAL ITEMS TO BE |
| | SALVAGED AND PROVIDED TO THE OWNER. |
| | |
| | 6. REFER TO THE DEMOLITION PLAN FOR ADDITIONAL DETAILS |
| | OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE |
| | PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING |
| | BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS |
| | PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED |
| | FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED |
| | OF IN A LEGAL MANNER. |
| | |
| | 7. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN |
| | FOR DEMOLITION/PRESERVATION OF EXISTING TREES. ALL |
| | TREES NOT SPECIFICALLY SHOWN TO BE REMOVED OR RELOCATED |
| | SHALL BE PRESERVED . TREE PROTECTION FENCING SHALL BE |
| | INSTALLED PRIOR TO ANY DEMOLITION. ALL TRESS TO BE |
| | SAVED UNLESS OTHERWISE NOTED. |
| | |
| | 8. CONTRACTOR TO NOTE EXISTING TREES TO REMAIN. SHOULD |
| | ANY TREE TO BE REMAIN BE DAMAGED BY THE CONTRACTOR, IT |
| | WILL REQUIRE REPLACEMENT IN KIND. |
| | |
| | MAINTENANCE |
| | |
| | 1. ALL MEASURES STATED ON THE EROSION AND SEDIMENTATION |
| | CONTROL PLAN, AND IN THE STORM WATER POLLUTION |
| | PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY |
| | FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A |
| | COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE |
| | SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES |
| | SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE |
| | EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE |
| | END OF A 0.5 INCH RAINFALL EVENT, AND CLEANED AND |
| | REPAIRED IN ACCORDANCE WITH THE FOLLOWING: |
| | |
| | 2. INLET PROTECTION DEVICES AND BARRIERS SHALL BE |
| | REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, |
| | OR DETERIORATION. |
| | |
| | 3. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE |
| | THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE |
| | FERTILIZED, WATERED AND RESEEDED AS NEEDED. |
| | |
| | 4. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL |
| | CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM |
| | THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF |
| | THE SILT FENCE. |
| | |
| | 5. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A |
| | CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD |
| | ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC |
| | TOP DRESSING OF THE CONSTRUCTION ENTRANCE AS CONDITIONS |
| | DEMAND. |
| | |
| | 6. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT |
| | IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). |
| | THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY |
| | PARKING AS CONDITIONS DEMAND. |
| | |
| | 7. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, |
| | SPECIFICALLY, THE RULES AND REGULATIONS OF THE |
| | OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), |
| | THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), THE |
| | MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), |
| | SHALL BE STRICTLY OBSERVED. |
| | |
| | 8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR |
| | COMPLIANCE WITH THE STATE OF FLORIDA TRENCH SAFETY ACT. |
| | HTTP://DEP.STATE.FL.US/WATER/STORMWATER/INDEX.HTM |
| | HTTP://DEP.STATE.FL.US/WATER/STORMWATER/NPDES/SWPPP.HTM |
| | |
| | 9. THERE ARE WATER AND SEWER LINES IN THE VICINITY OF |
| | THIS PROJECT. PER CHAPTER 556 OF THE FLORIDA STATE |
| | STATUTES, YOU MUST CALL 811 FOR UTILITY LOCATES AT |
| | LEAST TWO FULL BUSINESS DAYS IN ADVANCE OF ANY |
| | CONSTRUCTION OR DEMOLITION WORK. MORE INFORMATION CAN |
| | BE FOUND HERE: HTTP://WWW.SUNSHINE811.COM/ |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
| | RICK ROSSANO |
| | 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) 494-1098 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 246-9525 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
| | MANNY GONZALEZ |
| | SENIOR 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 |
| | |
| | CENTRAL OPERATIONS CENTER (DISPATCH): |
| | 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC |
| | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 |
| | |
