| Date |
Text |
| 2018-12-10 13:09:01 | GENERAL DRIVEWAY COMMENTS |
| | 1) DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND |
| | VERTICALLY. CALL OUT SETBACK. |
| | 2) SHOW PROPOSED CONCRETE APRON(S), CONSTRUCT DRIVEWAY |
| | APRON IN COMPLIANCE WITH WPB CONSTRUCTION STANDARD |
| | DETAIL GC-6 (WHEN DISTANCE BETWEEN CURB OR EDGE OF |
| | PAVEMENT IS 10 FT. OR GREATER), OR STANDARD DETAIL GC-7 |
| | (WHEN DISTANCE BETWEEN CURB OR EDGE OF PAVEMENT IS LESS |
| | THAN 10 FT.) CITY STANDARD DETAIL IS REQUIRED, SEE LINK |
| | BELOW: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WO |
| | RKS/FORMS,-PERMITS-APPLICATIONS |
| | 3) 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. INFORMATION CAN BE |
| | FOUND HERE: HTTP://WWW.SUNSHINE811.COM/ |
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| | SIDEWALKS, STREET, ADA, AND DRIVEWAY APPROACHES |
| | (CONT?D): |
| | 4) IF USING PAVERS IN THE APRON AREA OF THE PROPOSED |
| | DRIVEWAY, YOU MUST EXECUTE A PAVER DRIVEWAY AGREEMENT, |
| | WHICH CAN BE OBTAINED HERE: HTTP://WPB.ORG/DEPARTMENTS/ |
| | ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
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| | PROVISOS FOR DRIVEWAY WITH PAVERS |
| | 1) FOR DRIVEWAYS WITHIN THE CITY OF WPB WE HIGHLY |
| | RECOMMEND THE USE OF ASTM C-1272 STANDARD FOR PAVERS, |
| | FOR THIS TYPE OF SPECIFICATION THE THICKNESS FOR PAVERS |
| | IS RECOMMEND TO BE 3-1/8". (RIGHT-OF-WAY PORTION OF |
| | DRIVEWAY APRON). |
| | 2) "F" TYPE PAVERS ARE RECOMMENDED WHEN USING A |
| | FLEXIBLE BASE (SAND AGGREGATE, COMPACTED GRAVEL BASE, |
| | ETC. ). FOR TYPE "F" PAVERS SHOULD BE NOT LESS THAN 2 |
| | 5/8" IN THICKNESS. REF: ARCHITECTURAL GRAPHIC STANDARDS |
| | FOR RESIDENTIAL CONSTRUCTION, 2ND EDITION. 3) THE PAVER |
| | DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS ARE USED |
| | IN THE RIGHT OF WAY PORTION OF THE DRIVEWAY. THE |
| | AGREEMENT MUST BE RECORDED AT PALM BEACH COUNTY |
| | COURTHOUSE - RECORDING DEPT. 4.25. A RECORDED COPY OF |
| | THIS DOCUMENT SHOULD BE FAXED TO (561) 494-1116. |
| | ATTENTION: DRIVEWAY REVIEWER. DOCUMENT NEEDS TO BE |
| | RECORDED PRIOR TO FINAL SIGN OFF. |
| | 4) CALL FOR LOCATES, DIAL 811 BEFORE YOU DIG. FOR MORE |
| | INFO ON "CALL BEFORE YOU DIG", GO TO |
| | HTTP://WWW.SUNSHINE811.COM (REF: UNDERGROUND FACILITY |
| | DAMAGE PREVENTION AND SAFETY ACT, FLORIDA STATUTE, |
| | CHAPTER 556.) |
| | CALCULATION FOR NEW DRIVEWAY IN CONFORMANCE WITH |
| | MUNICIPAL CODE REQUIRES THAT 75% OF YOUR FRONT YARD BE |
| | LANDSCAPE AREA (GREEN AREA). THE REMAINING S.F. MAY BE |
| | UTILIZED FOR DRIVEWAY. IF USING PAVERS ON SAND BASE, |
| | EXTRA S.F. MAY BE GRANTED. FOR QUESTIONS ON THE SUBJECT |
| | MATTER CONTACT: |
| | |
| | CITY OF WPB PLANNING DEPT. |
| | 401 CLEMATIS STREET, 2ND FLOOR |
| | W.P.B., FL 33401 OR |
| | P.O. BOX 3366 |
| | W.P.B., FL 33402 |
| | PHONE: 561.822.1435 |
| | |
| | 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 |
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