| Date |
Text |
| 2018-01-09 14:36:26 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP:// |
| | WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. NEW FEMA FIRM MAPS AND TWO FEET OF FREEBOARD ABOVE |
| | BASE FLOOD ELEVATION FOR STRUCTURES IN SPECIAL FLOOD |
| | HAZARD AREA ARE NOW IN EFFECT. THE MAPS ARE AVAILABLE |
| | AT HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX? |
| | |
| | 2. UPDATE THE FLOOD ZONE INFORMATION ON THE SURVEY. |
| | |
| | 3. CONFLICTING VERTICAL DATUMS: BOUNDARY AND |
| | TOPOGRAPHIC SURVEY LISTS THE VERTICAL DATUM AS NAVD |
| | 1988. CONCEPTUAL WATER AND WASTEWATER PLAN LISTS THE |
| | VERTICAL DATUM AS NGVD 1929. PER SECTION 78-9 OF THE |
| | CODE OF ORDINANCES, THE VERTICAL DATUM FOR THE CITY IS |
| | NGVD 1929. THE CITY HAS BEEN ALLOWING THE USE OF NAVD |
| | 1988 PROVIDED THE CONVERSION BETWEEN NGVD AND NAVD IS |
| | PROVIDED ON THE SURVEY/PLANS. |
| | |
| | 4. LABEL VERTICAL DATUM ON CONCEPTUAL PAVING, GRADING & |
| | DRAINAGE PLAN. |
| | |
| | 5. SHOW PAVEMENT MILL AND OVERLAY LIMITS FOR THE TRENCH |
| | REPAIR PER CITY DETAIL GC-9. |
| | |
| | 6. RCP PIPE TO BE USED IN PUBLIC RIGHT-OF-WAY. |
| | |
| | 7. THERE IS A 12? FM ON MERCER AVE BETWEEN THE 6? WM |
| | AND SANITARY SEWER MAIN. |
| | |
| | 8. VERIFY THERE IS SUFFICIENT SPACE FOR THE LANDING AT |
| | THE PROPOSED CURB RAMP AT THE NORTHWEST CORNER OF |
| | MERCER AVE AND ALPHA STREET. |
| | |
| | 9. WHAT ARE THE INSIDE DIMENSIONS OF THE TYPE ?C-D? |
| | STRUCTURES? CAN TWO PRB?S BE INSTALLED IN THEM |
| | (ADJACENT SIDES IN STRUCTURE S-102; OPPOSITE SIDES IN |
| | STRUCTURE S-103)? |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. INCLUDE CITY STANDARD DETAILS FOR WORK WITHIN THE |
| | RIGHT-OF-WAY. |
| | |
| | 3. THE PRELIMINARY STORMWATER CALCULATIONS LABEL THE |
| | SFWMD DRAINAGE BASIN AS INTRACOASTAL. THE RUNOFF FROM |
| | THE PROJECT ULTIMATELY DISCHARGES THROUGH THE CONTROL |
| | STRUCTURE FOR THE C-51 CANAL. THE MERCER AVE DRAINAGE |
| | SYSTEM OUTFALLS INTO THE STUBB CANAL, SOUTH OF THE BOYD |
| | STREET DIVIDE STRUCTURE. THE STUBB CANAL IS UPSTREAM OF |
| | THE C-51 CANAL CONTROL STRUCTURE. INCLUDE CALCULATIONS |
| | DEMONSTRATING THE PROJECT MEETS THE C-51 BASIN RULES |
| | FOR PEAK DISCHARGE AND FLOOD PLAIN STORAGE. |
| | |
| | 4. VERTICAL DATUM LISTED IN THE STORMWATER CALCULATIONS |
| | NEEDS TO MATCH THE VERTICAL DATUM USED FOR THE CIVIL |
| | PLANS. |
| | |
| | 5. PROVIDE SITE SPECIFIC EXFILTRATION TEST RESULTS. |
| | |
| |
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