Plan Review Details - Permit 15020590
Plan Review Stops For Permit 15020590
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-04-13 Cont ID  
Sent By Mgonzale Date 2015-04-30 Time   Rev Time 1.00
Received By mgonzale Date 2015-04-13 Time   Sent To FIRE
Notes
2015-04-13 13:26:37PROVISOS:
  
 #1 MATERIALS SUBMITTED ARE FOR PRIVATE SITE USE ONLY.
 "MATERIALS PERTAIN TO PRIVATE FIRELINE ON-SITE".
  
 #2 DESCRIPTION OF WORK LIES WITHIN PRIVATE PROPERTY.
 ANY WORK DEVIATING OR IMPACTING ROW WILL REQUIRE A
 CONSTRUCTION WITHIN CITY RIGHT?OF?WAYSAPPLICATION AND
 MUST MEET
 CITY STANDARDS. RIGHT?OF?WAY CONSTRUCTION STANDARDS AND
 ENGINEERING STANDARD DETAIL. DETAILS CAN BE DOWNLOADED
 AT
 HTTP://WPB.ORG/ENGINEERING/FORMS?AND?PUBLICATIONS/
  
 #3 AS PER YOUR LAST SUBMITTAL COMMENTS:
 SCOPE OF WORK RELATED TO THE "TEMPORARY" ASPHALT
 SIDEWALK WILL REQUIRE A SEPARATE PERMIT AND
 SHALL BE ONLY TEMPORARY UNTIL CONCRETE SIDEWALK IS IN
 PLACE, A BOND OR OTHER
 FORM OF FINANCIAL ASSURANCE MAY BE REQUIRED UNTIL THE
 PERMANENT SIDEWALK IS CONSTRUCTED.
 PROPOSED PLAN MAY BE E-MAILED FOR REVIEW PRIOR TO
 SUBMISSION TO: [email protected] 561?494?1098 (OFFICE)
  
 *******************************************************
 *******************************************************
 *********************
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS 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
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-03-18 Cont ID  
Sent By cranford Date 2015-03-18 Time 08:35 Rev Time 0.00
Received By cranford Date 2015-03-18 Time 08:16 Sent To I
Notes
2015-03-18 08:35:251. PLEASE CORRECT PARCEL ID NUMBER AND ADDRESS ON
 APPLICATION FORM AND PROVIDE A SITE LOCATION MAP.
  
 2. CONSTRUCTION WITHIN CITY RIGHT-OF-WAYS MUST MEET
 CITY STANDARDS. RIGHT-OF-WAY CONSTRUCTION STANDARDS AND
 ENGINEERING STANDARD DETAILS CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 3. PROPOSED CONSTRUCTION WILL ALSO REQUIRE ENGINEERING
 DEVELOPMENT APPROVAL. THE DEVELOPMENT PERMIT
 APPLICATION PACKAGE CAN BE FOUND AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/.
  
 4. HOW LONG IS THE "TEMPORARY" ASPHALT SIDEWALK
 PROPOSED TO REMAIN IN PLACE BEFORE A SIDEWALK MEETING
 CITY STANDARDS IS CONSTRUCTED? WILL A BOND OR OTHER
 FORM OF FINANCIAL ASSURANCE BE PROVIDED UNTIL THE
 PERMANENT SIDEWALK IS CONSTRUCTED?
  
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-04-24 Cont ID  
Sent By wjolin Date 2015-04-24 Time 15:06 Rev Time 0.00
Received By wjolin Date 2015-04-22 Time 14:50 Sent To M
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-02-24 Cont ID  
Sent By wjolin Date 2015-02-24 Time 13:14 Rev Time 0.00
Received By wjolin Date 2015-02-19 Time 12:13 Sent To M
Notes
2015-02-24 13:07:06600 OKEECHOBEE BOULEVARD
 PERMIT #15020590
 MASTER #14050111
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 PERMIT APPLICATION INCORRECTLY INDICATES AN ADDRESS OF
 600 FLORIDA AVENUE. THE ADDRESS APPEARS TO BE 600
 OKEECHOBEE BOULEVARD OR 901 FLORIDA AVENUE.
  
 JOB VALUE ON PERMIT APPLICATION ($9445) APPEARS TO BE
 LOW FOR LABOR AND MATERIALS FOR TWO 8/10-INCH
 UNDERGROUND FIRE MAINS. PROVIDE COPY OF CONTRACT.
  
 GENERAL: SUBMIT PRODUCT DATA FOR UNDERGROUND PIPING,
 JOINT RESTRAINT ASSEMBLIES, ETC.
  
 JOINT RESTRAINT: PER NFPA 13 & 24, SECTION 10.8.1.1,
 ALL TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES, AND
 HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT
 BY USING THRUST BLOCKS OR RESTRAINED JOINT SYSTEMS.
  
 CORROSION RESISTANCE: PER NFPA 13 & 24, SECTION
 10.8.3.5, AFTER INSTALLATION, RODS, NUTS, BOLTS,
 WASHERS, CLAMPS, AND OTHER RESTRAINING DEVICES SHALL BE
 CLEANED AND THOROUGHLY COATED WITH A BITUMINOUS OR
 OTHER ACCEPTABLE CORROSION-RETARDING MATERIAL.
  
 ACCEPTANCE REQUIREMENTS: PER NFPA 13 & 24, SECTION
 10.10.2.1.3, UNDERGROUND PIPING, FROM THE WATER SUPPLY
 TO THE SYSTEM RISER, AND LEAD-IN CONNECTIONS TO THE
 SYSTEM RISER SHALL BE COMPLETELY FLUSHED BEFORE
 CONNECTION IS MADE TO DOWNSTREAM FIRE PROTECTION SYSTEM
 PIPING. THE MINIMUM RATE OF FLOW SHALL BE NOT LESS THAN
 THE FLOW NECESSARY TO PROVIDE A VELOCITY OF 10 FEET PER
 SECOND.
  
 FLUSHING PAPERS: PER NFPA 13 & 24, SECTION 10.10.1, THE
 INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
 COMPLETING AND SIGNING THE CONTRACTOR?S MATERIAL AND
 TEST CERTIFICATE(S) SHOWN IN FIGURE 10.10.1.
  
 HYDROSTATIC TESTING: PER NFPA 13 & 24, SECTION
 10.10.2.2.1 ALL PIPING AND ATTACHED APPURTENANCES
 SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE
 HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS
 OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER,
 AND SHALL MAINTAIN THAT PRESSURE +/-5 PSI FOR 2 HOURS.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-04-30 Cont ID  
Sent By hmoser Date 2015-04-30 Time 09:07 Rev Time 0.00
Received By hmoser Date 2015-03-19 Time 07:08 Sent To  
Notes
2015-03-20 07:08:583/20 TO ENGINEERING
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-03-18 Cont ID  
Sent By cranford Date 2015-03-18 Time 08:36 Rev Time 0.00
Received By cranford Date 2015-03-18 Time 08:36 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-04-30 Cont ID  
Sent By hmoser Date 2015-04-30 Time 07:15 Rev Time 0.00
Received By hmoser Date 2015-04-30 Time 07:14 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-03-06 Cont ID  
Sent By hmoser Date 2015-03-06 Time 10:21 Rev Time 0.00
Received By hmoser Date 2015-03-06 Time 10:18 Sent To ENG
Notes
2015-03-06 10:21:20PLAN DENIED
 ADDRESS ON PLANS AND APPLICATION DO NOT MATCH
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676


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