| 2018-01-03 11:44:29 | PROJECT: THE CRYSTAL, E17110002 |
| | LOCATION ADDRESS: 3611 SOUTH FLAGLER DRIVE |
| | STATUS: FAILED |
| | |
| | PLEASE RESPOND TO COMMENTS IN WRITING. |
| | |
| | GENERAL COMMENTS: |
| | 1. FDEP FORMS NEEDS TO BE SIGNED BY THE EOR PRIOR TO |
| | CITY'S SIGNATURE. |
| | 2. REVIEW NEW FEMA FIRM MAPS. TWO FEET OF FREEBOARD |
| | ABOVE BASE FLOOD ELEVATION FOR STRUCTURES IN SPECIAL |
| | FLOOD HAZARD AREA ARE NOW IN EFFECT. THE MAPS ARE |
| | AVAILABLE: HTTP://MAPS.CO.PALM-BEACH.FL.US/CWGIS/MYGEON |
| | AV.HTML?APP=FLOODZONES |
| | 3. MISSING COVER SHEET, SHEET INDEX, VICINITY MAP, ETC. |
| | REFER TO PLAN SUBMITTAL CHECKLIST IN THE DEVELOPMENT |
| | APPROVAL APPLICATION: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | COMMENTS FOR SHEET C01: |
| | 1. ADD MUTCD SIGN DESIGNATION NAME. |
| | 2. MINIMUM DIMENSIONAL (E.G. THE GATE WIDTH MUST BE A |
| | MINIMUM OF 12.5 FEET) REQUIREMENTS FOR THE ENCLOSURE |
| | ARE LISTED IN CODE OF ORDINANCES, SECTION 94-444(B) OF |
| | THE CODE OF ORDINANCES. CITY STANDARD DETAIL GC-8 MAY |
| | BE DOWNLOADED AT: HTTP://WPB.ORG/ENGINEERING/ENGINEERIN |
| | G-SERVICES/ENGINEERING-STANDARDS/ |
| | 3. HAS THE DUMPSTER LOCATION AND DIMENSION BEEN |
| | APPROVED BY PETER BIENIEK, PUBLIC WORKS DIRECTOR? |
| | 4. REFER TO CITY STANDARD DETAIL GC-6 FOR CONCRETE |
| | DRIVEWAY APRONS, THE PLANS DOES NOT MATCH THE DETAIL |
| | AND 10-FEET MAX FOR TWO ENTRANCES: HTTP://WPB.ORG/ENGIN |
| | EERING/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/ |
| | 5. SIDEWALK WITHIN THE DRIVEWAY LIMITS MUST BE REPLACED |
| | TO 6-INCH THICK, 3000 PSI. REFER TO CITY STANDARD |
| | DETAIL GC-6. |
| | |
| | COMMENTS FOR SHEET C02: |
| | 1. TEXT SHOULD BE READ FROM THE RIGHT HAND SIDE (EG. |
| | SOUTH FLAGLER DRIVE AND EX. CONCRETE WALK SHOULD BE |
| | ROTATED). |
| | 2. ADD LF FOR PROPOSED PIPES. |
| | 3. SHOW ALL UTILITY CONFLICT DETAIL FOR ONSITE. |
| | 4. SHOW DIRECTION OF FLOW FOR THE EXISTING SANITARY |
| | SEWER. SHOW INVERT AT CONNECTION POINTS AND INCLUDE A |
| | PROFILE FOR THE PROPOSED SERVICE LATERAL WITH GROUND |
| | ELEVATIONS ABOVE THE PIPE; |
| | 5. ENGINEER OF RECORD MUST SUPPLY FLOW CALCULATIONS TO |
| | ESTABLISH ACCEPTABLE WATER VOLUME AND PRESSURE FROM THE |
| | WATER MAIN TO THE BUSINESS. SUBMIT CALCULATIONS TO |
| | VALIDATE METER SIZE SELECTION. SUCH CALCULATIONS MUST |
| | BE SIGNED AND SEALED BY STATE OF FLORIDA LICENSED |
| | ENGINEER. SHOW ON THE PLANS. |
| | 6. SUBMIT ESTIMATES FOR WATER AND FIRE DEMAND, BOTH |
| | AVERAGE AND PEAK FLOW WITH PEAKING FACTOR. ALSO SUBMIT |
| | ESTIMATES OF SANITARY SEWER FLOW FOR THE PROPOSED |
| | DEVELOPMENT. SHOW ON THE PLANS. |
| | 7. SHOW EXISTING 8-INCH PVC SANITARY SEWER PIPE. |
| | LOCATION OF EXISTING SANITARY SEWER MIGHT CONFLICT WITH |
| | PROPOSED LOCATION OF 8-INCH DIP WATERMAIN. |
| | 8. CHANGE 'DOMESTIC BACKFLOW' TO 'REDUCED PRESSURE |
| | PREVENTER ASSEMBLY (RPPA)'. |
| | 9. POOL AREA REQUIRES WATER AND SEWER SERVICES. PLEASE |
| | SHOW PROJECTED DEMANDS ON THE UTILITY PLAN SHEET. |
| | 10. INCLUDE 4-INCH GATE VALVE AFTER THE WATER METER AS |
| | CITY'S POINT OF SERVICE. |
| | 11. SHOW METER SIZE. |
| | 12. UPDATE UTILITY LEGEND FROM 'PROPOSED SEWER SERVICE' |
| | TO 'PROPOSED STORM SEWER SERVICE'. |
| | |
| | COMMENTS FOR SHEET C05: |
| | 1. CHANGE 'ASPHALT PAVEMENT DETAIL' TO 'ASPHALT |
| | PAVEMENT DETAIL (ONSITE)'. |
| | |
| | COMMENTS FOR SHEET EC-1: |
| | 1. MAINTENANCE INSPECTION PROCEDURE NOTE 3 MUST REFER |
| | TO CITY STANDARD DETAIL PC-2 NOTE 4. |
| | |
| | SOFIA QUINONES-BENEJAM, EI |
| | PROJECT ENGINEER |
| | CITY OF WEST PALM BEACH |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33402 |
| | (MAILING ADDRESS: PO BOX 3366) |
| | P: 561.494.1108 |
| | C: 561.459.6518 |
| | F: 561.494.1116 |
| | EMAIL: [email protected] |
| | |
