| Date |
Text |
| 2015-12-07 11:42:55 | 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 |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL. |
| | |
| | 1. PLEASE SUBMIT ESTIMATES FOR THE INCREASE IN PEAK |
| | POTABLE WATER DEMAND, SANITARY SEWER FLOW, AND SOLID |
| | WASTE COLLECTION YARDAGE. |
| | |
| | 2. PLEASE REVISE THE DRIVEWAY APRONS TO MEET THE CITY?S |
| | ENGINEERING DESIGN STANDARDS. HTTP://WPB.ORG/ENGINEERIN |
| | G/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/ |
| | |
| | 3. PLEASE REVISE PLANS TO INCLUDE THE CITY OF WEST PALM |
| | BEACH GARBAGE RECEPTACLE DETAIL. MINIMUM DIMENSIONAL |
| | REQUIREMENTS ARE LISTED IN SECTION 94-444(B) OF THE |
| | CODE OF ORDINANCES. CITY STANDARD DETAIL GC-8 MAY BE |
| | DOWNLOADED AT HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SE |
| | RVICES/ENGINEERING-STANDARDS/ |
| | |
| | 4. 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. |
| | |
| | 5. PRELIMINARY ENGINEERING PLANS (WATER, SEWER, PAVING, |
| | AND DRAINAGE) WERE NOT SUBMITTED. WATER, SEWER, AND |
| | DRAINAGE CONNECTION LOCATIONS ARE NOT APPROVED. |
| | |
| | 6. THE EXISTING SITE HAS EXISTING DIMENSIONAL |
| | NON-CONFORMANCES (SECTION 94-513 OF THE CODE OF |
| | ORDINANCES), SOME OF WHICH WERE AUTHORIZED BY SPECIAL |
| | EXCEPTION #1350 ISSUED IN 1967. |
| | |
| | A. EXISTING DRIVEWAYS OFF OF WINDSOR ARE SEPARATED BY |
| | 55 FEET, WHICH IS LESS THAN THE MINIMUM SEPARATION (125 |
| | FT) REQUIRED BY CODE SECTION 94-313. |
| | |
| | B. TURN AROUND SPACES ARE NOT PROVIDED AT EITHER OF THE |
| | EXISTING DEAD-END DRIVE AISLES (CODE SECTION 94-485). |
| | |
| | C. EXISTING SOUTHERN ENTRANCE IS 35 FEET FROM THE |
| | INTERSECTION, RATHER THAN THE REQUIRED 50 FEET. (CODE |
| | SECTION 94-313) |
| | |
| | D. NONRESIDENTIAL USES WITH LESS THAN 300 REQUIRED |
| | PARKING SPACES ARE PERMITTED ONE ACCESS POINT ONTO EACH |
| | RIGHT-OF-WAY. THIS SITE CURRENTLY HAS TWO ACCESS POINTS |
| | OFF OF WINDSOR. (CODE SECTION 94-313) |
| | |
| | E. SIDEWALK WIDTH ALONG WINDSOR IS FOUR FEET INSTEAD OF |
| | THE CITY STANDARD WIDTH OF FIVE FEET. |
| | |
| | 7. THE EXISTING CURB CUT ON WINDSOR AT THE ALLEY |
| | ENTRANCE MUST BE REMOVED AND THE SIDEWALK AND |
| | CURB/GUTTER CONSTRUCTED TO MATCH THE REMAINDER OF |
| | WINDSOR ROAD. |
| | |
| | 8. PLEASE EXPLAIN WHY THE SITE PLAN SHOWS A PORTION OF |
| | THE ALLEY OUTSIDE OF THIS PARCEL AS ?ABANDONED ALLEY?. |
| | |
| | 9. PLEASE DEMONSTRATE THAT THE PROJECT WILL PROVIDE |
| | ADEQUATE DRAINAGE AND STORMWATER MANAGEMENT. COMPLIANCE |
| | WITH CHAPTER 40E-4 WILL DEMONSTRATE COMPLIANCE WITH |
| | THIS PROVISION [SECTIONS 90-201, 94-35(C )(11), AND |
| | 94-307]. |
| | |
| | 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 DIVISION OF THE PUBLIC |
| | WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL |
| | APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | 2. A UNITY OF TITLE APPLICATION WILL BE REQUIRED FROM |
| | THE ENGINEERING DIVISION OF THE PUBLIC WORKS |
| | DEPARTMENT. THE APPLICATION FOR UNITY OF TITLE CAN BE |
| | DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | KELLY CRANFORD, P.E. |
| | CAPITAL IMPROVEMENT PLAN MANAGER |
| | [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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