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2014-10-01 12:55:18 | 1. THE SUBMITTED DESIGN PLANS WERE NOT SIGNED OR SEALED |
| BY A LICENSED PROFESSIONAL (ARCHITECT, CIVIL ENGINEER, |
| AND/OR LANDSCAPE ARCHITECT). PLEASE SUBMIT SIGNED AND |
| SEALED PLANS. (FAC 61G15-23.002, FS 481.221 AND |
| 481.321) |
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| 2. PLEASE SUBMIT AN APPLICATION FOR A DEVELOPMENT |
| PERMIT FROM THE ENGINEERING DEPARTMENT. ANY WORK WITHIN |
| THE RIGHT-OF-WAY WILL ALSO REQUIRED A RIGHT-OF-WAY |
| PERMIT. APPLICATION FORMS CAN BE FOUND AT |
| HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| (SECTIONS 2-421 AND 78-432, CODE OF ORDINANCES) |
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| 3. THE SITE WAS PREVIOUSLY PAVED WITHOUT OBTAINING THE |
| NECESSARY AUTHORIZATIONS FROM THE CITY. DEMONSTRATE |
| THAT THE PROJECT, CONVERTING A VACANT LOT INTO A PAVED |
| PARKING LOT, PROVIDES ADEQUATE STORMWATER MANAGEMENT, |
| INCLUDING NOT MODIFYING THE VELOCITY OR VOLUME OF |
| OFF-SITE STORMWATER DISCHARGE.. COMPLIANCE WITH CHAPTER |
| 40E-4 FAC WILL DEMONSTRATE COMPLIANCE WITH THIS |
| PROVISION. [CODE OF ORDINANCES SECTIONS 90-201, 94-35(C |
| )(11), 94-307, AND 94-580] |
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| 4. THE NORTHERN KIOSK IS SHOWN WITHIN THE PROPOSED |
| SWALE. HOW KIOSK BE ACCESSES BY CUSTOMERS OF THE |
| PARKING FACILITY? DEMONSTRATE THAT THE KIOSK WILL NOT |
| REDUCE THE CALCULATED DETENTION CAPACITY OF THE SWALE. |
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| 5. DIMENSION THE "LANDSCAPE PAVERS" AREA AND INDICATE |
| THE TYPE OF PAVER TO BE USED AND SUBGRADE REQUIREMENTS. |
| THE PAVER BACK-UP AREA WILL NEED TO MEET THE STRIPING |
| AND DIMENSIONAL REQUIREMENTS OF SECTION 94-111(C)(2) OF |
| THE CODE OF ORDINANCES. |
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| 6. DEMONSTRATE THAT THE PARKING LOT ENTRANCE MEETS THE |
| REQUIREMENTS OF SECTION 94-313 OF THE CODE OF |
| ORDINANCES, INCLUDING THE CORNER CLEAR DISTANCE. |
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| 7. REVISE THE PARKING LOT ENTRANCE TO MEET CITY |
| STANDARD DETAIL GC-7. THE DETAIL CAN BE DOWNLOADED AT |
| HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
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| 8. THE FOLLOWING CONDITIONS OF THE HISTORICAL |
| PRESERVATION BOARD APPROVAL WERE NOT MET BY THIS |
| APPLICATION. |
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| - PROVIDE A STRIPING DETAIL ON THE PLANS THAT IS |
| COMPLAINCE WITH CITY STANDARDS. (CITY OF WEST PALM |
| BEACH CODE OF ORDINANCES, SECTION 94-485) |
| |
| - PROVIDE PROPER SIGNAGE AND STIPING AT THE SITE EXIT. |
| (SECTION 86-73) |
| |
| - DEMONSTRATE ACCESS TO PAY KIOSKS IS INCOMPLIANCE WITH |
| ADA REQUIREMENTS (PUBLIC OPEN SPACE DEFINITION, SECTION |
| 94-109) |
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| - INDICATE ON THE PLANS THAT THE "LANDSCAPE PAVERS" |
| WILL BE A GRASS PERMEABLE PAVER |
| |
| - PROVIDE PROPER SIGNAGE FOR THE HANDICAP ACCESSIBLE |
| PARKING SPACE. |
| |
| - REVISE THE SWALE DETAIL SO THAT THE TOP DIMENSION |
| FITS INTO THE SPACE SHOWN ON THE AVAILABLE GREEN SPACE |
| SHOWN ON PLANS. |
| |
| - SHOW THE SWALE CENTER LINE LOCATION ON THE PLANS AND |
| INDICATE HOW THE SWALE WILL BE CONSTRUCTED WITHOUT |
| DAMAGING THE EXISTING TREES. |
| |
| - EVAULATE THE GRADING ON THE SOUTHEAST CORNER OF THE |
| SITE TO ENSURE THAT THE STORM RUNOFF WILL REACH THE |
| PROPOSED SWALE. |
| |
| - VERIFY THAT THE PROPOSED LANDSCAPING WILL NOT |
| INTERFERE WITH THE FUNCTION OF THE SWALE, WHICH IS TO |
| STORE STORMWATER RUNOFF FOR WATER QUALITY TREATMENT |
| THROUGH PERCOLATION AND ATTENUATE PEAK RUNOFF FROM THE |
| DESIGN STORM. |
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| - PROVIDE DRAINAGE AND WATER QUALITY TRERATMENT |
| CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL |
| ENGINEER. |
| |
| - PROVIDE SPOT GRADES AT THE PROPERTY LINE TO VERIFY |
| THAT THE SITE WILL PROVIDE WATER QUALITY TREATMENT |
| PRIOR TO DISCHARGING OFF-SITE AND THAT THE RUNOFF WILL |
| NOT DISCHARGE ONTO THE PROPERTY TO THE EAST. |
| |
| - REVISE THE PLAN DIMENSIONS TO INCLUDE THE FOUR FEET |
| OF PAVEMENT REMOVAL. THE 16-FT STALL DEPTH DOES NOT |
| APPEAR TO TAKE THIS INTO ACCOUNT |
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| - PROVIDE THE VERTICAL DATUM REFERENCE (NGVD 1929). |
| |
| - DIMENSION THE DRIVE AISLE AND CURB CUT WIDTHS. THEY |
| SHOULD BE NO LESS THAN 24 FEET. |
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| KELLY CRANFORD, P.E. |
| LAND DEVELOPMENT ENGINEER |
| ENGINEERING & PUBLIC WORKS DEPARTMENT |
| CITY OF WEST PALM BEACH |
| [email protected] |
| 561-494-1098 (OFFICE) |
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