Plan Review Notes
Plan Review Notes For Permit 12040672
Permit Number 12040672
Review Stop ENG-CON
Sequence Number 1
Notes
Date Text
2012-06-01 11:06:59COMMENTS:
  
 1. PIPING COMING OUT OF GARAGE CONNECTING TO STRUCTURE
 THAT WILL BE REMOVED IS NOT SHOWN.
 2. CITY OF WPB WOULD LIKE FOR YOU TO REPLACE THE 12"
 DIAMETER PIPE PORTION TO THE NEXT UP STREAM STRUCTURE.
 EXISTING 12" STEEL PIPE APPEARS TO BE OLD. CITY WOULD
 ACCEPT SAME SIZE REINFORCED CONCRETE PIPE SIZE IN IT'S
 REPLACEMENT TO AVOID UPSIZING OF EXISTING STRUCTURES.
 3. TYPE S-II ASPHALT MIX IS NOT USED BY THE CITY OF
 WPB. FOR WEARING (SURFACE) COURSES
 SURFACE COURSES ARE TO BE OF ASPHALTIC CONCRETE
 CONSTRUCTION IN ONE OR TWO LIFTS AS DETERMINED BY
 THE ENGINEERING SERVICES DEPARTMENT.
 BOTTOM COURSE - 1" THICK (D.O.T.) TYPE S-III
 TOP COURSE - 1" THICK TYPE S-III
 A TACK COAT SHALL BE USED BETWEEN PAVING COURSES, AND A
 PRIME COAT SHALL BE USED ON THE FINISHED
 ROCK BASE.
 4. CONTRACT MUST FOLLOW NPDES REQUIREMENTS FOR
 POLLUTION CONTROL. INCLUDE NOTES TO PROTECT CATCH
 BASINS.
 5. SIDEWALK RAMPS CONNECTING DO NOT MEET ADA NOR DO YOU
 ADDRESS THEM WITH THE RAISED TRUNCATED DOMES
 AS PER FDOT INDEX 304.
 6. STOP BAR AND DIVIDE YELLOW MUST BE THERMOPLASTIC.
 7. EXISTING CONFLIC STRUCTURE MUST BE CLEANED OF DEBRIS
 SILT FROM CONSTRUCTION ON-SITE. PROVIDE PROTECTION AS
 THIS OUTFALL EVENTUALLY REACHES. INTRACOASTAL.
  
 THE FOLLOWING GERENAL NOTES APPLY TO THE PROJECT:
  
 BEST MANAGEMENT PRACTICES (BMPS)
 BEST MANAGEMENT PRACTICES (BMPS) MEANS SCHEDULES OF
 ACTIVITIES, PROHIBITIONS OF PRACTICES,
 MAINTENANCE PROCEDURES, AND OTHER MANAGEMENT PRACTICES
 TO PREVENT OR REDUCE POLLUTION INTO THE
 TOWN'S STORM WATER COLLECTION SYSTEM AND THENCE TO THE
 WATERS OF THE UNITED STATES. BMPS ALSO
 INCLUDE PRACTICES TO CONTROL FACILITY SITE RUNOFF,
 SPILLAGE OR LEAKS, SLUDGE OR WASTE DISPOSAL, OR
 DRAINAGE FROM RAW MATERIAL STORAGE.
  
 COMPLETION OF WORK
 UNTIL THE RIGHT-OF-WAY IS FULLY RESTORED TO ORIGINAL OR
 BETTER CONDITION FOLLOWING
 CONSTRUCTION/EXCAVATION ACTIVITIES THE RESTORATION IS
 NOT COMPLETE AND THE ASSOCIATED PERMIT MAY
 NOT BE CLOSED. THIS CONDITION INCLUDES RESTORATION OF
 SIDEWALKS, MEDIANS, AND ROADS.
  
 DEWATERING
 PERMIT APPLICATIONS FOR DEWATERING MUST STATE THE
 PURPOSE OF THE DEWATERING REQUEST; I.E.,
 CONSTRUCTION OF A NEW SWIMMING POOL, SWIMMING POOL
 REPAIR/RESURFACING, EXCAVATION FOR SUBGRADE
 CONSTRUCTION, UNDERGROUND UTILITY REPAIR, ETC. NO WATER
 MAY BE DISCHARGED DIRECTLY ONTO THE
 STREET. ALL WATER MUST BE DISCHARGED THROUGH A CLOSED
 CONDUIT AND/OR FLEXIBLE HOSE TO A DISCHARGE
 POINT DESIGNATED BY THE ENGINEERING SERVICES
 DEPARTMENT. PUMPING SYSTEMS MUST BE FLUSHED ONSITE
 TO PRODUCE ONLY CLEAR WATER BEFORE BEING CONNECTED TO
 THE DISCHARGE SYSTEM LEADING TO THE
 CITY STORM WATER SYSTEM. WATER USED TO FLUSH THE SYSTEM
 MUST BE RETAINED ON-SITE. AN
 ENGINEERING SERVICES DEPARTMENT CONSTRUCTION
 COORDINATOR MUST BE ON THE JOB SITE TO OBSERVE
 START-UP OF DEWATERING DISCHARGE TO THE CITY STORM
 WATER SYSTEM.
  
 WATER DISCHARGING TO THE CITY STORM DRAINAGE SYSTEM OR
 DIRECTLY INTO THE INTRACOASTAL WATERWAY
 MUST MEET ALL APPLICABLE FEDERAL, STATE AND LOCAL WATER
 QUALITY STANDARDS. THE CONTRACTOR SHALL BE
 RESPONSIBLE TO CLEAN ANY CITY STRUCTURES OR PIPES INTO
 WHICH DIRT AND DEBRIS WASHES. FINES LEVIED
 BY ANY REGULATORY AGENCY, DUE TO A CONTRACTOR'S
 PERMITTED OR UNPERMITTED ACTIVITY, SHALL BE PAID BY
 SAID CONTRACTOR WHOSE OPERATION CAUSED THE VIOLATION.
  
 MINIMUM DESIGN CRITERIA
 AS A MINIMUM, ROADS AND/OR STREETS AND RELATED
 FACILITIES SHALL BE DESIGNED IN SUBSTANTIAL
 ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF
 MINIMUM STANDARDS FOR DESIGN,
 CONSTRUCTION AND MAINTENANCE FOR STREETS & HIGHWAYS"
 AND THE UTILITY ACCOMMODATION GUIDE,
 AS PUBLISHED BY THE STATE OF FLORIDA, AND THE
 PROVISIONS OF THE CITY OF WEST PALM BEACH MINIMUM
 CONSTRUCTION STANDARDS.
  
 TEMPORARY FACILITIES
 TEMPORARY FACILITIES, UNRELATED TO ANY ON-GOING
 CONSTRUCTION IN THE RIGHT-OF-WAY, AND INTENDED TO
 PROVIDE AN ESSENTIAL SERVICE FOR A PERIOD OF TIME NOT
 TO EXCEED ONE YEAR, MAY BE CONSTRUCTED IN THE
 RIGHT-OF-WAY, CONTINGENT UPON ENGINEERING SERVICES
 DEPARTMENT APPROVAL OF PROJECT PLANS AND
 SPECIFICATIONS, AND ISSUANCE OF A RIGHT-OF-WAY PERMIT.
 THERE WILL BE NO RELAXATION OF SAFETY
 REQUIREMENTS, BUT LIGHTER DUTY CONSTRUCTION WILL BE
 ALLOWED, WHERE PUBLIC INTERESTS WILL NOT SUFFER.
 IN CASES WHERE TEMPORARY FACILITIES MUST BE CONSTRUCTED
 TO PROVIDE OR MAINTAIN AN ESSENTIAL FEATURE
 AROUND PORTIONS OF A PUBLIC RIGHT-OF- WAY FOR PUBLIC
 SAFETY OR CONVENIENCE DURING CONSTRUCTION,
 SUCH TEMPORARY FACILITY MUST BE CLEARLY DRAWN IN
 SUFFICIENT DETAIL ON STANDARD SIZE DRAFTING SHEETS,
 AND SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT
 FOR REVIEW AND APPROVAL PRIOR TO
 IMPLEMENTATION.
  
 SUBGRADES
 ALL MATERIAL SUPPORTING THE ROADWAY AND SHOULDERS SHALL
 HAVE A MINIMUM LBR OF 40. THE
 SUBGRADE SHALL BE COMPACTED TO 98% OF MAXIMUM DRY
 DENSITY AS PER AASHTO T180. WHERE
 UNSUITABLE MATERIALS EXIST BELOW A PROPOSED ROADWAY,
 DEMUCKING OR INSTALLATION OF FILTER FABRIC
 WILL BE REQUIRED TO PROVIDE ADEQUATE SUPPORT OF THE
 ROADWAY.
 STABILIZED SUBGRADES WILL BE CONSIDERED FOR FULL DEPTH
 ASPHALT BASES OR FOR BASES LESS THAN 8INCHES
 THICK UPON RECOMMENDATION OF A REGISTERED PROFESSIONAL
 ENGINEER.
  
 MATERIAL
 LIMEROCK OR CRUSHED CONCRETE BASES SHALL BE TEN INCHES
 (10") THICK. LIMEROCK OF THE MIAMI
 FORMATION SHALL BE USED, HAVING A MINIMUM PERCENTAGE OF
 CARBONATES OF CALCIUM AND MAGNESIUM
 OF 70, UNLESS OTHERWISE APPROVED. CRUSHED CONCRETE
 SHALL HAVE A MAXIMUM SIZE OF 1INCHES . FULL DEPTH
 ASPHALT BASE WILL BE CONSIDERED UPON RECOMMENDATION OF
 A REGISTERED PROFESSIONAL ENGINEER. NO
 OTHER BASE MATERIAL IS ALLOWED.
 BASE DENSITY REQUIREMENTS
 BASE MATERIAL SHALL BE COMPACTED TO A DENSITY OF NOT
 LESS THAN 98% OF MAXIMUM DRY DENSITY AS
 DETERMINED BY AASHTO T-180 UNDER ALL PAVED AREAS.
 BASE COURSE CONSTRUCTION SHALL NOT BE STARTED UNTIL ALL
 UNDERGROUND CONSTRUCTION IN THE VICINITY HAS
 BEEN TESTED AND ACCEPTED.
  
 WEARING (SURFACE) COURSES
 SURFACE COURSES ARE TO BE OF ASPHALTIC CONCRETE
 CONSTRUCTION IN ONE OR TWO LIFTS AS DETERMINED BY
 THE ENGINEERING SERVICES DEPARTMENT.
 BOTTOM COURSE - 1INCHES THICK (D.O.T.) TYPE S-III TOP
 COURSE - 1INCHES THICK TYPE S-III
 A TACK COAT SHALL BE USED BETWEEN PAVING COURSES, AND A
 PRIME COAT SHALL BE USED ON THE FINISHED
 ROCK BASE.
  
 WEARING COURSES SHALL NOT BE PLACED UNTIL ALL
 UNDER-GROUND UTILITIES ARE INSTALLED AND ACCEPTED,
 AND, WHEN REQUESTED, A FINISHED ROCK SURVEY HAS BEEN
 SUBMITTED TO THE ENGINEERING SERVICES
 DEPARTMENT AND ACCEPTED.
  
 CURB/GUTTER
 ALL CURB ELEMENTS SHALL HAVE A FOUNDATION OR "PAD" WITH
 A MINIMUM LBR RATIO OF 70 AND SHALL BE
 AT LEAST 4INCHES IN THICKNESS, EXTENDING 6INCHES (MIN.)
 BEYOND THE EDGES OF THE CONCRETE, COMPACTED TO 98%
 OF MAXIMUM DENSITY, PER AASHTO T-180, UNLESS OTHERWISE
 APPROVED.
  
 ALL DRAINAGE PIPE INSTALLATIONS IN RIGHTS-OF- WAYS AND
 EASEMENTS SHALL BE OF REINFORCED CONCRETE,
 CONFORMING TO ASTM SPECIFICATION C. THE MINIMUM SIZE
 PIPE TO BE USED SHALL BE 15INCHES DIAMETER.
 PERFORATED CORRUGATED ALUMINUM PIPE WILL NOT BE
 ALLOWED.
  
 ALL DRAINAGE PIPE IN THE PUBLIC RIGHT-OF-WAY SHALL HAVE
 A MINIMUM OF 24INCHES OF COVER.
 ANY GRASSED AREAS DISTURBED BY CONSTRUCTION OR
 MAINTENANCE ACTIVITIES SHALL BE SODDED TO EQUAL OR
 BETTER CONDITION THAN THAT WHICH EXISTED PRIOR TO THE
 PERMITTED ACTIVITY.
 RESTORATION
  
 THE ENTIRE WORK AREA UTILIZED FOR THE PERFORMANCE OF
 ANY PERMITTED WORK SHALL BE RESTORED BY THE
 PERMITTEE.
  
 "RECORD" DRAWINGS & CERTIFICATIONS
 IF REQUIRED, "RECORD" DRAWINGS OF THE FINISHED ROCK
 BASE MUST BE SUBMITTED TO THE ENGINEERING
 SERVICES DEPARTMENT FOR APPROVAL BEFORE PROCEEDING WITH
 ASPHALT PAVEMENT. THESE DRAWINGS
 MUST BE SIGNED AND SEALED BY A LAND SURVEYOR REGISTERED
 IN THE STATE OF FLORIDA, AND MUST SHOW
 FINISHED ROCK BASE ELEVATIONS AND OFFSETS AT CENTER
 LINE, EDGE OF PAVEMENT, PLUS ELEVATIONS OF
 BOTTOM OF SWALE OR FLOW LINE OF GUTTER, TOP OF CURB AND
 RIGHT-OF- WAY LINE, AT HIGH AND LOW POINTS,
 INTERSECTIONS AND BREAKS IN GRADE. CERTIFIED LETTER AND
 PLAN UPON COMPLETION, CAD AND PDF DISK
 REQUIRED.
  
 COMPACTION MUST BE VERIFIED BY AN INDEPENDENT CERTIFIED
 ENGINEERING TESTING LABORATORY BY
 MAKING FIELD DENSITY TESTS OF EACH LAYER OF COMPACTED
 MATERIAL AT PRESCRIBED INTERVALS BEFORE THE
 SUCCEEDING LAYER IS PLACED
 FINAL INSPECTION AND ACCEPTANCE
 AFTER CONSTRUCTION IS COMPLETED AND ALL CERTIFICATIONS,
 RECORD DRAWINGS AND OTHER REQUIRED
 DOCUMENTS HAVE BEEN SUBMITTED TO THE ENGINEERING
 SERVICES DEPARTMENT, AND ACCEPTED, BUT
 BEFORE THE ONE-YEAR BONDED MAINTENANCE PERIOD BEGINS,
 THE PERMITTEE SHALL REQUEST A FINAL
 INSPECTION OF THE PROJECT. THE ENGINEERING SERVICES
 DEPARTMENT AND ALL OTHER INTERESTED PARTIES
 SHALL JOINTLY PERFORM SUCH INSPECTION TO DETERMINE THE
 ACCEPTABILITY OF THE PROJECT FOR
 MAINTENANCE. FOLLOWING THE INSPECTION, ANY NOTED
 DEFECTS WILL BE CORRECTED BY THE PERMITTEE,
 AFTER WHICH THE ENGINEERING SERVICES DEPARTMENT AND
 OTHER MAINTAINING AGENCIES, WILL ISSUE A
 NOTICE OF ACCEPTANCE. THIS WILL MARK THE START OF THE
 ONE-YEAR WARRANTEE PERIOD.
 PERMANENT PAVEMENT MARKINGS (CITY ROW)
 PERMANENT PAVEMENT MARKINGS SHALL CONSIST OF
 ALKYD-BASED THERMOPLASTIC OR INLAID PREFORMED
 PLASTIC MATERIAL. ALL SUCH MATERIALS SHALL BE FULLY
 REFLECTORIZED.
 MAINTENANCE OF SIGNS DURING CONSTRUCTION
 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE
 AND MAINTAIN ALL REQUIRED TEMPORARY SIGNING
 THROUGHOUT THE LIFE OF THE PROJECT.
  
 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
  
  
  
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved