| Date |
Text |
| 2015-09-08 14:03:08 | CITY OF WEST PALM BEACH |
| | PUBLIC WORKS DEPARTMENT |
| | |
| | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | BUILDING PERMIT APPLICATION PROCESSES. |
| | |
| | 1. PLEASE SHOW THE LOCATION OF THE EXISTING/PROPOSED |
| | TOWER ON THE SURVEY AND SITE PLAN. |
| | |
| | 2. THE EXISTING CURB CUT ON PALM STREET WILL BE |
| | REQUIRED TO BE REMOVED AND THE SIDEWALK AND CURB/GUTTER |
| | CONSTRUCTED TO MATCH THE REMAINDER OF PALM STREET. |
| | |
| | 3. STRIPING ON PALM STREET AND ALABAMA WILL BE REQUIRED |
| | INCLUDING THE PROPOSED ANGLED PARKING, CENTERLINES ON |
| | PALM AND ALABAMA, AND LANE EDGE DESIGNATIONS AT THE |
| | INTERSECTION WITH THE NORTHERN ALLEY. ALL STRIPING |
| | WITHIN THE RIGHT-OF-WAY TO BE THERMOPLASTIC. |
| | |
| | 4. SHEET C1.00 STATES THE EXISTING POWER POLE AT THE |
| | NORTHWEST CORNER OF THE PROPERTY WILL BE REMOVED AND |
| | THE OVERHEAD LINES TO THE WEST AND SOUTH WILL BE MOVED |
| | UNDERGROUND. PLEASE VERIFY THAT THE APPLICANT HAS |
| | CONTACTED FLORIDA POWER & LIGHT AND DISCUSSED THE |
| | ECONOMIC FEASIBILITY OF MOVING THE LINES UNDERGROUND. |
| | |
| | 5. SHEET C3.00 SHOWS A PROPOSED SANITARY MANHOLE AND |
| | SANITARY LINE WITHIN THE FEC RIGHT-OF-WAY. HAS THE FEC |
| | BEEN CONTACTED REGARDING CONSTRUCTION WITHIN THEIR |
| | RIGHT-OF-WAY? THE CITY PREFERS TO LOCATE UTILITY |
| | STRUCTURES OUTSIDE OF THE FEC RIGHT-OF-WAY. |
| | |
| | 6. IF THE POWER LINES ARE NOT MOVED UNDERGROUND, THE |
| | DUMPSTER MUST BE MOVED OUT OF THE FP&L EASEMENT. CITY |
| | VEHICLES WILL NOT LIFT METAL DUMPSTERS BENEATH OVERHEAD |
| | POWER LINES. |
| | |
| | 7. UTILITY LATERALS AND SERVICES WHICH WILL NOT REMAIN |
| | IN USE MUST BE REMOVED BACK TO THE MAIN RATHER THAN |
| | BEING CUT AND CAPPED AT THE RIGHT-OF-WAY LINE. |
| | |
| | 8. THE NUMBER OF PROPERTY ACCESS DRIVES EXCEEDS THE |
| | MAXIMUM NUMBER AND WIDTH ALLOWED FOR COMMERCIAL |
| | PROPERTIES. PER CODE OF ORDINANCES SECTION 94-313, |
| | NON-RESIDENTIAL PROPERTIES WITH LESS THAN 300 REQUIRED |
| | PARKING SPACES MAY HAVE ONE ACCESS POINT ONTO EACH |
| | RIGHT-OF-WAY. THE PROPOSED SITE PLAN SHOWS THREE ACCESS |
| | POINTS OFF OF ALABAMA AVENUE. THE DISTANCE SEPARATING |
| | THE DRIVEWAYS SHOULD BE A MINIMUM OF 125 FEET, UNLESS A |
| | CIRCULAR DRIVING PATTERN IS PROPOSED (ONE ENTRANCE AND |
| | ONE EXIT). |
| | |
| | 9. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER |
| | DEMAND, SANITARY SEWER FLOW, AND SOLID WASTE COLLECTION |
| | YARDAGE. |
| | |
| | 10. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE |
| | NON-STANDARD ELEMENTS (PAVERS AND LANDSCAPING) PROPOSED |
| | WITHIN THE ALABAMA AND PALM STREET RIGHTS-OF-WAY. |
| | |
| | 11. PAVEMENT RESTORATION WILL NEED TO BE IN ACCORDANCE |
| | WITH CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE |
| | MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL |
| | LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A |
| | TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH. |
| | PLEASE REVISE THE PLANS TO SHOW THE EXTENT OF THE |
| | MILLING AND RESURFACING. |
| | |
| | 12. PLEASE REVISE THE DRIVEWAY APRONS TO MEET THE |
| | CITY?S ENGINEERING DESIGN STANDARDS. PLEASE ALSO |
| | INCLUDE THE DETAILS FOR THE SIDEWALK RAMPS, HTTP://WPB. |
| | ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEERING-STANDA |
| | RDS/ |
| | |
| | 13. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS |
| | OF ALL WATER METERS, VALVES, CLEAN-OUTS, LIGHT POLES, |
| | ETC. ROOT BARRIERS MAY BE REQUIRED WHERE PLANTINGS ARE |
| | NEAR UNDERGROUND STORMWATER, SANITARY, OR POTABLE WATER |
| | LINES. ALSO CLEARLY INDICATE ALL EXISTING AND PROPOSED |
| | EASEMENTS ON THE LANDSCAPE PLAN. |
| | |
| | 14. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR |
| | LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR |
| | EXITS. (SECTION 94-305E, CODE OF ORDINANCES) |
| | |
| | 15. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE |
| | AVAILABLE AT HTTP://WWW.CO.PALM-BEACH.FL.US/NEWSROOM/08 |
| | 14/08-26-14-FLOOD_MAPS.HTM. PLEASE REVIEW THE MAPS AND |
| | VERIFY THAT THE NEW MAPS WILL NOT IMPACT THE PROPOSED |
| | PROJECT. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE |
| | ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR |
| | ENGINEERING DEVELOPMENT APPROVAL. THE ENGINEERING |
| | DEVELOPMENT APPROVAL APPLICATION FORMS CAN BE |
| | DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | 2. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE |
| | ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR |
| | PLAT APPROVAL. PLEASE CONTACT VINCE NOEL AT |
| | [email protected] TO GET A COPY OF THE PLAT APPLICATION. |
| | |
| | 3. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE |
| | ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR |
| | THE AERIAL ENCROACHMENT AGREEMENT. PLEASE CONTACT VINCE |
| | NOEL AT [email protected] TO GET A COPY OF THE PLAT |
| | APPLICATION. |
| | |
| | 4. SOLID WASTE YARDAGE WILL NEED TO BE ESTIMATED AS |
| | PART OF THE FINAL DESIGN TO VERIFY THAT THE DESIGN |
| | INCLUDES APPROPRIATE NUMBER AND SIZE OF TRASH BINS. |
| | |
| | 5. IDENTIFY THE SOURCE OF THE AS-BUILT INFORMATION |
| | UTILIZED FOR THE POTABLE WATER, SANITARY SEWER, AND |
| | STORM SEWER DESIGN. |
| | |
| | 6. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF |
| | WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | KELLY CRANFORD, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | [email protected] |
| | 561-494-1098 (OFFICE) |
| | |
| | VINCE NOEL, PSM |
| | CITY SURVEYOR / REAL ESTATE SUPERVISOR |
| | [email protected] |
| | 561-494-1096 |
| | |
| | BRIAN COLLINS, PE |
| | CITY TRAFFIC ENGINEER |
| | [email protected] |
| | 561-494-1040 |
| | |
| | FERDINAND RIVERA |
| | PUBLIC WORKS OPERATIONS MANAGER |
| | [email protected] |
| | 561-822-2076 |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | 561-494-1120 |
| | [email protected] |
| |
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