Plan Review Notes
Plan Review Notes For Permit 03081239
Permit Number 03081239
Review Stop ENG
Sequence Number 1
Notes
Date Text
2003-08-25 00:00:00FAILED:
 1. PLEASE PROVIDE STORM WATER
 CALCULATION DUE TO THE PROPOSED CHANGES
 AND SHOW AS HOW THE RETENTION AREA BEING
 UTILIZED. STORM WATER DESIGN MUST BE PER
 CITY OF WPB CRITERIA.
 2. OIL INTERCEPTOR MUST BE CONNECTED TO
 SEWER LINE,NOT TO THE STORM WATER INLET.
 PLEASE CALL RODNEY COMPO @ 837-4051 EXT.
 4074 FOR INSTALLATION,SIZE,LOCATION &
 INSPECTION REQUIREMENTS.
 3. A CLEAN-OUT WILL NEED TO BE INSTALLED
 IN THE SANITARY SEWER LATERAL, ON THE
 PROPERTY, AT THE BACK OF SIDEWALK IF NOT
 ALREADY INSTALLED. CLEAN OUT AT EVERY
 75'TO 100' IS ALSO REQUIRED. INDICATE
 THE SIZE AND TYPE OF PIPES.
 4. A GATE VALVEIN THE DOMESTIC WATER
 LINE TO THE PROPOSED BUILDING IS
 REQUIRED.
 5. ANY NEW CONNECTION TO THE CITY
 SERVICES REQUIRES APPROVAL FROM PUBLIC
 UTILITIES AND ENGINEERING DEPT.659-8040
 6. FIRE HYD. MUST BE MANUFACTURED PER
 CITY OF WPB REQUIREMENT AND PAINTED PER
 SILVER BY THE MANUFACTURER, 659-8040
 7. PLEASE SHOW THE FIRE LINE CONNECTIONS
 AND THE PIPE SIZE AND THE TYPE. A DDCV
 FOR THE PRIVATE FIRE HYD. IS REQUIRED.
 8. PLEASE INDICATE THE TYPE OF ASPHALT
 AND THICKNESS FOR THE BASE AND THE SUB-
 BASE.
 9. ALL PARKING STALLS MUST BE PAINTED
 WITH DOUBLE 4" WIDE PAINT. DETAILS FOR
 H.C PARKING MUST BE SHOWN.
 10. PLEASE SHOW GARBAGE ENCLOSURE
 LOCATION, IT MUST BE CONSTRUCTED AND
 SIZE PER CITY OF WPB REQUIREMENTS IF TO
 BE PICKED UP BY THE CITY.
 11. ALL STANDARD DETAILS MAY BE OBTAINED
 FROM PUBLIC UTILITIES ENGINEERING,
 659-8040.
 12. ALL CALCULATIONS AND CIVIL SITE
 PLANS MUST BE SIGNED AND SEALED BY THE
 DESIGN ENGINEER.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI


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