| Date |
Text |
| 2018-01-08 09:23:19 | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | DATE: 01/08/2018 |
| | PROJECT: GULFSTREAM GOODWILL |
| | ADDRESS: 2100 NORTH TAMARIND AVENUE |
| | 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, 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. CCTV MUST BE PROVIDED FROM MANHOLE TO MANHOLE IN THE |
| | LOCATION OF THE PROPOSED SANITARY SEWER LATERAL. |
| | CONTACT ME FOR THE MANHOLE NUMBERS AND SUBMIT CD WITH |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION; |
| | |
| | 4. WILL THE EXISTING WOOD POWER POLES IN THE MIDDLE OF |
| | THE 5-FOOT SIDEWALK BE RELOCATED? |
| | |
| | 5. 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; |
| | |
| | 6. 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); |
| | |
| | 7. SHOW ON THE SITE PLANS ADA ACCESSIBLE RAMPS ON THE |
| | SIDEWALK AT EACH ENTRANCE AND EXIT /DRIVEWAY APPROACH; |
| | |
| | 8. 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. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL |
| | APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND |
| | SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND |
| | PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO |
| | VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS |
| | ON THE UTILITY PLAN SHEET AS WELL; |
| | |
| | 4. SHOW ON THE FINAL PLANS WHERE ARE THE PROPOSED WATER |
| | AND SANITARY SEWER LINES ARE CONNECTED TO EXISTING |
| | WATER AND SEWER MAINS; |
| | |
| | 5. 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; |
| | |
| | 6. FIRE HYDRANT TEST CAN BE REQUESTED AT (561)804-4700; |
| | |
| | 7. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE |
| | WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN |
| | AN EASEMENT WITHIN THE PROPERTY; |
| | |
| | 8. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE |
| | CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE |
| | DETAIL SHEET/S DURING SUBMISSION OF THE FINAL |
| | ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES |
| | DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD |
| | FORMAT. CITY'S STANDARD DETAILS (IN PDF FILE FORMAT) |
| | CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP://WPB.O |
| | RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS- |
| | APPLICATIONS |
| | |
| | 9. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW |
| | PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY'S |
| | STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE |
| | RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST |
| | INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND |
| | ACCESSIBLE; |
| | |
| | 10. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT |
| | TABLE (BOTTOM AND TOP OF CROSSING PIPES) AT THE |
| | CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER |
| | PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING |
| | UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL |
| | ARE TO BE VERIFIED VIA SOFTDIGS, PROVIDE ALL UTILITY |
| | CROSSING INFORMATION; |
| | |
| | 11. 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; |
| | |
| | 12. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR |
| | UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE |
| | WITH 2016 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 SHOW ON THE FINAL PLANS THE EXTENT OF THE |
| | MILLING AND RESURFACING; |
| | |
| | 13. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL |
| | EXISTING UTILITIES ON N. TAMARIND AVE, 20TH CT. AND |
| | 21ST ST. 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; |
| | |
| | 14. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE |
| | THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM |
| | BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED, |
| | MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD |
| | FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW: HT |
| | TP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLICA |
| | TIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL |
| | |
| | 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] |
| | |
| |
Print |
