| Date |
Text |
| 2017-11-02 14:35:21 | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | DATE: 11/02/2017 |
| | PROJECT: 302 DATURA STREET REMODELING |
| | ADDRESS: 302 DATURA STREET |
| | STATUS: FAILED |
| | |
| | THIS IS AN INITIAL 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. |
| | NO CIVIL ENGINEERING PLANS WERE SUBMITTED IN THE |
| | INITIAL SITE PLAN PACKAGE INDICATING STORMWATER CONTROL |
| | AND PLANS FOR WATER AND SEWER SERVICES/CONNECTIONS FOR |
| | THE PROPOSED DEVELOPMENT. FOLLOWING COMMENTS NEED TO BE |
| | ADDRESSED PRIOR TO SITE PLAN APPROVAL: |
| | |
| | 1. PLEASE SHOW ON THE PLANS, IN THE NEXT REVIEW LEVEL, |
| | HOW WILL THE SITE/BUILDING BE SERVED FOR WATER, SEWER |
| | AND FIRE PROTECTION. SHOW ALL EXISTING UTILITIES WITHIN |
| | THE VICINITY OF THE PROPOSED SITE AS WELL AS PROPOSED |
| | UTILITIES TO SERVE THE DEVELOPMENT (LABEL SIZE AND |
| | MATERIAL OF ALL PIPES AND CONDUITS ETC.); |
| | |
| | 2. 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 PROJECTED DEMANDS ON THE UTILITY PLAN |
| | SHEET; |
| | |
| | 3. ON THE LANDSCAPING PLAN, WHEN SUBMITTED IN THE NEXT |
| | REVIEW PHASE, 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; |
| | |
| | 4. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN |
| | SUBMITTED IN THE NEXT REVIEW PHASE, SHOW THE SIGHT |
| | TRIANGLES FOR THE ALL VEHICULAR EXITS FROM THE SITE. |
| | (SECTION 94-305E, CODE OF ORDINANCES); |
| | |
| | 5. PLEASE SUBMIT ESTIMATES FOR THE SOLID WASTE |
| | COLLECTION YARDAGE AT THE CONCEPTUAL STAGE. AS PART OF |
| | THE FINAL DESIGN, THIS SOLID WASTE ESTIMATE WILL NEED |
| | TO BE VERIFIED TO VALIDATE APPROPRIATE NUMBER AND SIZE |
| | OF DUMPSTERS/GARBAGE RECEPTACLES. PLEASE SHOW ON THE |
| | PLAN IF A COMPACTOR IS PROPOSED TO REDUCE THE YARDAGE |
| | OF WASTE THAT WILL NEED TO BE COLLECTED; |
| | |
| | 6. THE TRASH DUMPSTER/COMPACTORS MUST LOCATED IN AREAS |
| | EASILY SERVICED BY THE CITY SANITATION EQUIPMENT AND |
| | MANPOWER PER SECTION 74-35(A)(5) OF THE CODE OF |
| | ORDINANCES. A 'TRASH ROOM' IS SHOWN ON THE SUBMITTED |
| | SITE PLAN WHICH IS INSIDE THE BUILDING ENCLOSURE; |
| | |
| | 7. IF ROLL OUT TYPE DUMPSTER IS PROPOSED, PLEASE NOTE |
| | ON THE PLANS THAT: ?OWNER IS RESPONSIBLE TO ROLL OUT |
| | THE DUMPSTER OUTSIDE THE ENCLOSURE TO THE OPEN SPACE |
| | PRIOR TO CITY'S SANITATION CREW PICK UP GARBAGE?. |
| | CITY'S FRONT LOADING SANITATION/GARBAGE TRUCKS NEED AT |
| | LEAST 25-FEET VERTICAL CLEARANCE FOR TIPPING THE |
| | GARBAGE RECEPTACLES/BINS OVER IT; |
| | |
| | 8. FOR SANITATION/GARBAGE COLLECTION CONTACT THE CITY'S |
| | PUBLIC WORKS DEPARTMENT. FINAL APPROVED SITE PLANS NEED |
| | TO SHOW PROPOSED SANITATION COLLECTION PLANS AND |
| | DETAILS; AND WILL NEED APPROVAL FROM PETER BIENIEK, |
| | PUBLIC WORKS DIRECTOR. IF A SEPARATE ON-SITE LOCATION |
| | IS CHOSEN FOR STANDARD DUMPSTER, PLEASE INCLUDE THE |
| | CITY OF WEST PALM BEACH STANDARD DETAIL FOR THE |
| | DUMPSTER ENCLOSURE ON THE PLANS. 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/ENGINEERING-SERVICES/ENGINEE |
| | RING-STANDARDS/ |
| | |
| | 9. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING |
| | THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS AND |
| | MANEUVER WITHIN THE PROPOSED DEVELOPMENT. |
| | |
| | AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, THE |
| | FOLLOWING GENERAL 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 FROM THE FOLLOWING WEBSITE LINK: |
| | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR |
| | MS,-PERMITS-APPLICATIONS |
| | |
| | 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC |
| | CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF |
| | WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL |
| | WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE |
| | FOLLOWING LINK: |
| | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR |
| | MS,-PERMITS-APPLICATIONS |
| | |
| | 3. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE |
| | FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM |
| | EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN |
| | SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE |
| | PLANS; |
| | |
| | 4. IN THE FINAL PLANS, 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. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL |
| | EXISTING UTILITIES ON DATURA STREET AND OLIVE AVENUE |
| | INCLUDING BUT NOT LIMITED TO WATER, SEWER, GAS, |
| | UNDERGROUND ELECTRIC CONDUITS ETC. PLEASE IDENTIFY THE |
| | SOURCE OF THE AS-BUILT INFORMATION UTILIZED FOR THE |
| | POTABLE WATER, SANITARY SEWER, AND STORM SEWER DESIGN; |
| | |
| | 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] |
| | |
| | |
| |
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