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Plan Review Details - Project Z22090007
| Plan Review Stops For Project Z22090007 |
| Review Stop |
AIPP |
ART IN PUBLIC PLACES |
| Rev No |
1 |
Status |
N |
Date |
10-11-2022 |
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Cont ID |
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| Sent By |
swelter |
Date |
10-11-2022 |
Time |
14:05 |
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0.00 |
| Received By |
swelter |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
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Date |
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Cont ID |
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Date |
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Time |
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0.00 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
01-13-2023 |
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Cont ID |
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| Sent By |
rbrown |
Date |
01-13-2023 |
Time |
19:17 |
Rev Time |
0.00 |
| Received By |
rbrown |
Date |
01-13-2023 |
Time |
19:17 |
Sent To |
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| Notes |
| 2023-01-13 19:32:22 | DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION, | | | COMMENTS: | | | | | | 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE | | | SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH | | | FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE | | | ADDRESSED FOR THE BUILDING PERMIT APPLICATION. | | | | | | 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS | | | SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT | | | REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH | | | COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963, | | | OR BY EMAIL: [email protected] | | | | | | 3. FLOOD ZONE. THE SUBMITTED RESPONSE IS NOTED, HOWEVER | | | THE CITY OF WEST PALM BEACH CODE OF ORDINANCES REQUIRES | | | THAT ALL BUILDINGS AND ASSOCIATED EQUIPMENT HAVE A 24 | | | INCH FREEBOARD SO THAT THE CITY CAN MAINTAIN ITS | | | COMMUNITY RATING SYSTEM (CRS) RATING WHICH GIVES WEST | | | PALM BEACH PROPERTY OWNERS FLOOD INSURANCE DISCOUNTS | | | THAT EXCEED MANY JURISDICTIONS. IF THE CITY DOES NOT | | | ENFORCE THE PROVISION OF THE ORDINANCE AN AUDT BY FEMA | | | WOULD RESULT IN INCREASED FLOOD INSURANCE RATES FOR ALL | | | WEST PALM BEACH PROPERTY OWNERS. WE WILL NOT ALLOW THAT | | | TO HAPPEN BECAUSE OF ANY ONE PROJECT. YOUR RESPONSE IS | | | NOT CORRECT AND CANNOT BE THE FINAL RECORD. ACCORDING | | | TO THE ADOPTED FLOOD INSURANCE RATE MAPS (FIRMS), THE | | | PROPOSED BUILDING IS IN FLOOD ZONE AE, WITH A BASE | | | FLOOD ELEVATION OF 13.4 FT NAVD. THE FIRST FLOOR OF THE | | | BUILDING AND ALL ASSOCIATED MECHANICAL EQUIPMENT | | | (CHILLERS, GENERATORS ETC.) SHALL BE 24 INCHES | | | (FREEBOARD) ABOVE THE BASE FLOOD ELEVATION. | | | | | | 4. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT, | | | THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR | | | THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT, | | | AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE | | | FLORIDA BUILDING CODE. | | | | | | 5. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND | | | OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT, | | | COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF | | | OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF | | | CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE | | | VERIFIED. | | | | | | 6. GREASE/PETROLEUM INTERCEPTOR. A GREASE/PETROLEUM | | | INTERCEPTOR WILL BE REQUIRED. FOR INFORMATION ON THE | | | REQUIRED TYPE, SIZE AND LOCATION, PLEASE CONTACT RYAN | | | BROWN, CHIEF PLUMBING INSPECTOR, DEVELOPMENT SERVICES | | | DEPARTMENT, AT (561) 805-6692, OR BY EMAIL: | | | [email protected] | | | | | | 7. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS | | | AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE | | | WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED | | | FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS, | | | FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS, | | | GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE, | | | SITE IRRIGATION, ETC. | | | | | | 8. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT | | | WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL | | | HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION | | | OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING, | | | CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT | | | (561) 805 6659, OR BY EMAIL: [email protected] | | | | | | 9. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT | | | TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM | | | BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. FOR ADVICE | | | ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP | | | ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC | | | PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL: | | | [email protected] | | | | | | ROBERT BROWN | | | BUILDING OFFICIAL | | | TEL: 561 805 6652 | | | EMAIL: [email protected] | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
10-12-2022 |
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Cont ID |
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| Sent By |
rbrown |
Date |
10-12-2022 |
Time |
22:01 |
Rev Time |
0.00 |
| Received By |
rbrown |
Date |
10-12-2022 |
Time |
22:01 |
Sent To |
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| Notes |
| 2022-10-12 22:13:46 | DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION, | | | COMMENTS: | | | | | | 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE | | | SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH | | | FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE | | | ADDRESSED FOR THE BUILDING PERMIT APPLICATION. | | | | | | 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS | | | SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT | | | REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH | | | COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963, | | | OR BY EMAIL: [email protected] | | | | | | 3. FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD INSURANCE | | | RATE MAPS (FIRMS), THE PROPOSED BUILDING IS IN FLOOD | | | ZONE AE, WITH A BASE FLOOD ELEVATION OF 13.4 FT NAVD. | | | THE FIRST FLOOR OF THE BUILDING AND ALL ASSOCIATED | | | MECHANICAL EQUIPMENT (CHILLERS, GENERATORS ETC.) SHALL | | | BE 24 INCHES (FREEBOARD) ABOVE THE BASE FLOOD | | | ELEVATION. | | | | | | 4. NUMBER OF ACCESSIBLE PARKING SPACES. SITE PLAN, | | | SHEET C-02, DOES NOT STATE HOW MANY CUSTOMER PARKING | | | SPACES WILL BE PROVIDED. IT SHOWS MORE THAN 100 | | | CUSTOMER PARKING SPACES BUT SHOWS ONLY 4 ACCESSIBLE | | | PARKING SPACES. THE MINIMUM NUMBER OF ACCESSIBLE | | | PARKING SPACES PROVIDED SHALL BE IN ACCORDANCE WITH | | | SECTION 208.2 OF FLORIDA ACCESSIBILITY CODE. | | | | | | 5. LOCATION OF ACCESSIBLE PARKING SPACES. SITE PLAN, | | | SHEET C-02, DOES NOT SHOW ANY ACCESSIBLE PARKING SPACES | | | NEAR THE PARTS AND SERVICE BUILDING. PER SECTION 208.3 | | | OF FLORIDA ACCESSIBILITY CODE, ACCESSIBLE PARKING | | | SPACES ARE TO BE LOCATED ON THE SHORTEST POSSIBLE ROUTE | | | OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE | | | ENTRANCE. THE DESIGN OF ACCESSIBLE PARKING SPACES SHALL | | | COMPLY WITH SECTION 502 OF FLORIDA ACCESSIBILITY CODE | | | | | | 6. ELECTRIC VEHICLE CHARGING STATION. IF ELECTRIC | | | VEHICLE (EV) CHARGING STATIONS ARE PROVIDED AT LEAST 1 | | | IN 25 MUST COMPLY WITH ACCESSIBLE PARKING SPACE | | | REQUIREMENTS. | | | | | | 7. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT, | | | THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR | | | THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT, | | | AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE | | | FLORIDA BUILDING CODE. | | | | | | 8. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND | | | OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT, | | | COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF | | | OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF | | | CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE | | | VERIFIED. | | | | | | 9. GREASE/PETROLEUM INTERCEPTOR. A GREASE/PETROLEUM | | | INTERCEPTOR WILL BE REQUIRED. FOR INFORMATION ON THE | | | REQUIRED TYPE, SIZE AND LOCATION, PLEASE CONTACT RYAN | | | BROWN, CHIEF PLUMBING INSPECTOR, DEVELOPMENT SERVICES | | | DEPARTMENT, AT (561) 805-6692, OR BY EMAIL: | | | [email protected] | | | | | | 10. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS | | | AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE | | | WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED | | | FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS, | | | FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS, | | | GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE, | | | SITE IRRIGATION, ETC. | | | | | | 11. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT | | | WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL | | | HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION | | | OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING, | | | CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT | | | (561) 805 6659, OR BY EMAIL: [email protected] | | | | | | 12. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT | | | TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM | | | BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. FOR ADVICE | | | ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP | | | ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC | | | PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL: | | | [email protected] | | | | | | ROBERT BROWN | | | BUILDING OFFICIAL | | | TEL: 561 805 6652 | | | EMAIL: [email protected] | | | |
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| Review Stop |
ENG - PPRC |
ENGINEERING - PPRC |
| Rev No |
2 |
Status |
P |
Date |
02-28-2023 |
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Cont ID |
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| Sent By |
rrossano |
Date |
02-28-2023 |
Time |
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Rev Time |
0.00 |
| Received By |
rrossano |
Date |
02-28-2023 |
Time |
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Sent To |
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| Notes |
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| Review Stop |
ENG - PPRC |
ENGINEERING - PPRC |
| Rev No |
1 |
Status |
F |
Date |
09-26-2022 |
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Cont ID |
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| Sent By |
rrossano |
Date |
09-26-2022 |
Time |
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Rev Time |
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| Received By |
rrossano |
Date |
09-26-2022 |
Time |
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Sent To |
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| Notes |
| 2022-09-26 13:59:03 | COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR, | | | ENGINEERING SERVICES AT 561-494-1098 [email protected] | | | GENERAL: | | | O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND | | | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER | | | (Z-XXXXXXXX). | | | O THE CITY OF WEST PALM BEACH HAS A NUMBER OF | | | REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY | | | AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND | | | WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE | | | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK | | | BELOW: | | | A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP | | | B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL | | | L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97 | | | B1960045731D3658206F27451722716EF | | | B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE | | | FOUND HERE: | | | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR | | | MS,-PERMITS-APPLICATIONS | | | C. ALSO SEE: CODE OF ORDINANCES, CITY OF WEST PALM | | | BEACH, FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, | | | ADOPTED SEPT. 22, 2008. (SUPPLEMENT NO. 18) | | | CHAPTER 90 UTILITIES, ARTICLE I. IN GENERAL, | | | SEC. 90-7. POLICY REGARDING EXTENSION OF WATER OR SEWER | | | SERVICE FACILITIES OF THE CITY. | | | THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE | | | CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY | | | BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS, | | | BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION. | | | O AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH | | | CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED, | | | STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR | | | MORE INFORMATION, REFER TO THE LINK BELOW: | | | A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU | | | BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL | | | O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY | | | OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC | | | RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF | | | YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE | | | MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL | | | IN THE WPB ENGINEERING SERVICES DEPARTMENT AT | | | [email protected] OR 561-494-1079 FOR FURTHER | | | ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION | | | ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD | | | SURVEY, POT-HOLING, SOFT DIGS ETC. | | | O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS | | | DATA. | | | | | | BACKFLOW ASSEMBLY AND METERS: | | | O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER | | | SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING | | | TO THEM. | | | O SHOW EXISTING AND PROPOSED DEDICATED UTILITY | | | EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO | | | PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO | | | STRUCTURES WITHIN EASEMENT. | | | O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION | | | OF WATER METER AND BACKFLOW | | | PREVENTION. | | | O BACKFLOWS SHALL BE INSTALLED ON PRIVATE PROPERTY | | | OUTSIDE OF EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER | | | METERS SHALL BE INSTALLED IMMEDIATELY ADJACENT TO | | | PROPERTY LINE. 3 INCH AND LARGER WATER METERS SHALL BE | | | INSTALLED ABOVE-GROUND ONLY. | | | O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE | | | NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA. | | | | | | WATER/WASTEWATER PLAN: | | | O PROVIDE VERTICAL DATUM AND DATUM CONVERSION | | | INFORMATION (NAVD 1988 AND NGVD 1929). | | | O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS. | | | O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE | | | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. | | | O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND | | | DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND | | | SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH | | | PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE | | | AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS, | | | BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER DEVICES TO | | | BE INSTALLED ON THE SYSTEM, CATCH BASINS, CULVERTS, | | | DITCHES INCLUDING GRADES, PIPES SIZES, MATERIALS, | | | ELEVATIONS, ASSUMPTIONS, CALCULATIONS, INVERT | | | ELEVATIONS FOR ALL INLETS AND MANHOLES AND PROFILES OF | | | SANITARY SEWER LINES. | | | O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR | | | SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE | | | PROFILE VIEW. | | | O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN | | | VIEW FOR ALL SANITARY AND STORM SEWERS. | | | O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT | | | MATERIAL. | | | O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED | | | UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC, | | | ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION | | | FACILITIES INCLUDING PIPE SIZE AND MATERIAL LOCATED IN | | | THE RIGHT-OF-WAY. | | | O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER | | | AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD | | | DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE | | | INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION & | | | TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND | | | MATERIAL LOCATED IN THE RIGHT-OF-WAY. | | | O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY | | | TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT | | | APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING | | | AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, | | | MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS | | | SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 | | | FOR WATER. | | | O PROVIDE FIRE FLOW TEST DATA. | | | O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER | | | INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE WHERE | | | CONNECTION IS PROPOSED (CONDITION OF SITE PLAN | | | APPROVAL). | | | O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY | | | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY | | | ROW. | | | O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL | | | BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY | | | PROPOSED LENGTH IN FEET. | | | O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY | | | SEWER ARE REQUIRED. | | | O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE | | | JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET. | | | O ADD NOTE TO PLANS SPECIFYING CITY???S DOWNSTREAM LIFT | | | STATION NUMBER. | | | O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR | | | PROPOSED SANITARY LATERALS. | | | O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE. | | | O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE | | | TRAPS (IF ANY). | | | O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN | | | OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER. | | | | | | FORMAL ENGINEERING REVIEW: | | | O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES | | | NOI REQUIREMENTS WILL BE ENFORCED. | | | - AN NOI IS REQUIRED FOR PROJECTS THAT: | | | - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS | | | THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF | | | DEVELOPMENT OR SALE; | | | - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE | | | STATE OR TO SURFACE WATERS OF THE STATE THROUGH A | | | MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). | | | - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF | | | CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION | | | THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL | | | SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT | | | OF THE 10-2 CERTIFICATION. | | | O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE | | | EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS. | | | O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF | | | WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. | | | O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING | | | APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT | | | SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING | | | SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED | | | LEAD-FREE DESIGN. | | | O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES | | | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY | | | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT | | | PARCELS. | | | O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE | | | BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES. | | | O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE | | | 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF | | | PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER | | | CITY OF WPB STANDARD DETAIL GC-8. | | | O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE | | | CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR | | | PROPOSED IMPROVED AREAS. | | | | | | QUESTIONS AND COORDINATION CONTACTS: | | | O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH | | | CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF | | | BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT | | | 561-822-2262 OR [email protected] | | | O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES | | | DEPARTMENT AT 561-494-1047 OR [email protected] | | | O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING | | | SERVICES DEPT. AT 561-494-1120 OR [email protected] | | | |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
2 |
Status |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
P |
Date |
09-29-2022 |
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Cont ID |
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| Sent By |
pleduc |
Date |
09-29-2022 |
Time |
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Rev Time |
0.00 |
| Received By |
pleduc |
Date |
09-29-2022 |
Time |
15:21 |
Sent To |
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| Notes |
| 2022-09-29 15:28:55 | THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC, | | | FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM | | | BEACH FIRE DEPARTMENT. | | | | | | THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE | | | DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE. | | | ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS | | | ARE SUBMITTED FOR PERMIT. | | | | | | THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE | | | PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED | | | TO PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL. | | | | | | 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY | | | WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE | | | PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A | | | PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED | | | TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN | | | STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY | | | MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER | | | PROTECTION. | | | | | | 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY | | | IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING | | | ALL CONSTRUCTION ACTIVITIES. | | | | | | 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM | | | ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION. | | | ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND | | | AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT | | | WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS. | | | | | | 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE | | | REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE | | | ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS. | | | | | | 5. THE CONSTRUCTION OF THE BUILDING(S) SHALL COMPLY | | | WITH THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION | | | CODE, INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE | | | CODES. | | | | | | 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE | | | OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE. | | | | | | 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE | | | LOAD CALCULATION IS INCLUDED, AND THAT ADEQUATE WATER | | | SUPPLY IS EXISTING OR WILL BE PROVIDED. | | | | | | 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS | | | DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED | | | ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF | | | FIRE PREVENTION. | | | | | | AN FDC IS LOCATED ON THE PROPOSED SITE PALN WITH AN | | | EXISTING FIRE HYDRANT LOCATED NEARBY, HOWEVER, IT IS | | | NOT INDICATED IF THERE IS A WALL OR FENCE SEPARATING | | | THE TWO BEYOND THE 100' MAX DISTANCE. | | | | | | THE PROPOSED LOCATION OF THE FIRE HYDRANT AND FDC SHALL | | | BE WITHIN 100' OF EACH OTHER AND, IF NEEDED, CLOSELY | | | COORDINATED WITH THE BUREAU OF FIRE PREVENTION. | | | | | | 9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER | | | THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY | | | ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM, | | | ENSURE THEY COMPLY WITH THE REQUIREMENTS OF F.A.C. 61G | | | AND SUBMITTED WITH THE MASTER PERMIT. | | | | | | 9A. THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE | | | LOCATIONS SHALL MEET AND BE INSTALLED PER THE | | | REQUIREMENTS OF NFPA 24 AND SHALL BE COORDINATED WITH | | | THE OFFICE OF FIRE MARSHAL, THE CITY'S ENGINEERS | | | OFFICE, THE LANDSCAPE PLANNER, AND THE CITY'S PLANNING | | | AND ZONING OFFICE. | | | | | | 10. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL | | | BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL | | | DISTANCES, EXIT SEPARATION DISTANCES, COMMON PATHS OF | | | TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS, EMERGENCY | | | LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE | | | EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES | | | AND EQUIPMENT. | | | | | | 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE | | | SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY | | | DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS. | | | | | | 12. AREAS OF REFUGE, IF APPLICABLE, SHALL BE PROVIDED | | | AS REQUIRED PER THE FLORIDA BUILDING CODE AND NFPA 101, | | | CH 7, MEANS OF EGRESS. | | | | | | 13. TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEMS. | | | | | | NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY | | | RADIO ENHANCEMENT SERVICES. | | | 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM | | | RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT | | | COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL | | | DETERMINED BY THE AHJ. | | | | | | IF NEEDED DUE TO POOR FD RADIO COMMUNICATIONS, CONTACT | | | WILL NEED TO BE MADE TO MARK FILLA, PALM BEACH COUNTY | | | PUBLIC SAFETY RADIO SYSTEMS MANAGER, [email protected], | | | 561-233-0837; AS OUR RADIOS OPERATE ON THEIR SYSTEM FOR | | | DETAILED RADIO FREQUENCY AND INSTALLATION INSTRUCTIONS. | | | | | | 14. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT | | | DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL. | | | | | | 15. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING | | | PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH | | | THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS. | | | | | | PETER LEDUC | | | FIRE MARSHAL | | | 561-804-4709 | | | [email protected] | | | |
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| Rev No |
3 |
Status |
P |
Date |
03-27-2023 |
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| Sent By |
rcaranci |
Date |
03-27-2023 |
Time |
12:13 |
Rev Time |
0.00 |
| Received By |
rcaranci |
Date |
03-27-2023 |
Time |
12:13 |
Sent To |
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| Notes |
| 2023-03-27 12:14:08 | FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER | | | 561-822-1462 | | | PROJECT: 2235 OKEECHOBEE Z22090007 | | | MARCH 27, 2023 | | | I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND | | | PROVIDE THE FOLLOWING COMMENTS: | | | | | | 1. SATISFIED. PROVIDE A TREE DISPOSITION AND MITIGATION | | | LIST. SECTION 94-448 (D)(3) REQUIRES NATIVE TREES IN | | | GOOD CONDITION TO BE PRESERVED ON SITE OR RELOCATED. | | | ANSI A 300 (PART 5) STANDARDS SPECIFY EXAMPLES OF | | | SUITABILITY RATINGS OF GOOD, MODERATE, OR POOR FOR | | | RELOCATION. PROVIDE AN ARBORIST REPORT SHOWING | | | CONDITION AND RELOCATION POTENTIAL FOR ANY NATIVE TREES | | | OR PALMS TREES AND PALMS PROPOSED TO BE REMOVED. | | | APPLICANT HAS INDICATED A TREE DISPOSITION LIST WILL BE | | | PROVIDED WITH THE RESUBMITTAL. | | | MAKE THE FOLLOWING CORRECTIONS TO THE TREE DISPOSITION | | | CHART: | | | ??? TREE #6 PLUMERIA IS CATEGORY 2, SO MITIGATION DUE | | | IS 150 SQ FT. | | | ??? TREE #56 QUEEN PALM IS CATEGORY 4, SO MITIGATION | | | DUE IS 50 SQ FT. | | | ??? WITH THE ABOVE CHANGES, REVISED TOTAL CANOPY | | | MITIGATION SHOULD BE 1241 SQ FT. | | | | | | 2. SATISFIED. THE SITE PLAN AND LANDSCAPE PLAN DO NOT | | | MATCH THE SURVEY ALONG THE EAST PROPERTY LINE. THE | | | PERVIOUS AREA IS OUTSIDE THE FENCE ON THE ADJACENT | | | PROPERTY. CORRECT THE PLANS TO MATCH THE SURVEY. IF | | | PERVIOUS AREA IS BEING ADDED, INDICATE THIS ON THE SITE | | | PLAN AND PROVIDE THE REQUIRED LANDSCAPE BUFFER ALONG | | | THE EAST PROPERTY LINE. | | | THE VEHICLE OVERHANG IS OVERLAPPING 2 FEET OF THE 5 | | | FOOT BUFFER, ADJUST THE PARKING SPACE TO THE WEST TO | | | ELIMINATE ENCROACHMENT INTO THE LANDSCAPE BUFFER. | | | | | | | | | 3. SATISFIED. PER SECTION 94-443(C)(3)A. AND B., | | | TERMINAL LANDSCAPE ISLANDS AND INTERIOR ISLANDS MUST | | | HAVE AT LEAST 8 FEET WIDE LANDSCAPE AREA AND RUN THE | | | FULL LENGTH OF THE ADJACENT PARKING SPACE. EACH AREA | | | SHALL HAVE AT LEAST ONE SHADE OR FLOWERING TREE PER ROW | | | OF PARKING AND AN INTERIOR ISLAND MUST BE PROVIDED SO | | | THERE ARE NO MORE THAN 10 SPACES IN A ROW. PROVIDE THE | | | REQUIRED LANDSCAPE ISLANDS FOR ALL REQUIRED PARKING. | | | THERE ARE TERMINAL ISLANDS MISSING IN SEVERAL | | | LOCATIONS. | | | THE ROW OF PARKING DIRECTLY SOUTH OF THE NEW BUILDING | | | IS LACKING A TERMINAL ISLAND ADJACENT TO THE BUILDING | | | ON THE WEST END OF THE ROW. A TERMINAL ISLAND CURRENTLY | | | EXISTS IN THIS LOCATION. THE INTERIOR LANDSCAPE ISLAND | | | ADDED AT THE SOUTHWEST CORNER OF THE PARKING ROW | | | ADJACENT TO OKEECHOBEE NEEDS TO BE LOCATED ON THE EAST | | | SIDE OF THE ADA SPACES SO THERE ARE NO MORE THAN 10 | | | SPACES IN A ROW. | | | | | | 4. SATISFIED. SECTION 94-443(C)(3) REQUIRES THAT A | | | MINIMUM OF 75 PERCENT OF ALL TREES THAT ARE REQUIRED TO | | | BE PLANTED WITHIN THE INTERIOR OF AN OFF STREET PARKING | | | AREA SHALL BE CATEGORY 1 SHADE TREES. HIGH RISE OAK | | | DOES NOT MEET THE INTENT OF PROVIDING TREE CANOPY FOR | | | THE PARKING AREAS SO CANNOT BE COUNTED. | | | MAKE ALL ADJUSTMENTS FROM OTHER COMMENTS AND | | | RECALCULATE THIS. | | | | | | | | | 5. SATISFIED. PROVIDE AN EXHIBIT SHOWING THE PARKING | | | AREA VEHICULAR USE AREA SURFACE CALCULATIONS, PARKING | | | SPACE AREAS AND LANDSCAPE AREAS PROVIDED TO DEMONSTRATE | | | COMPLIANCE WITH SECTIONS 94-443 (C)(3) AND (4). PROVIDE | | | THE CORRECTED CALCULATIONS IN THE LANDSCAPE REQUIREMENT | | | CHART. REFER TO FIGURE XIV-1. SHOW THE ACTUAL PROVIDED | | | INTERIOR LANDSCAPE SQUARE FOOTAGE. BUFFERS AND | | | NON-INTERIOR LANDSCAPING CANNOT BE COUNTED. | | | ADDRESS THE MISSING TERMINAL ISLANDS FROM COMMENT #3 | | | AND ADJUST ON THE PLAN. | | | | | | | | | 6. SATISFIED. STORMWATER LINE AND EXFILTRATION PROPOSED | | | ALONG THE EAST SIDE OF THE PARKING AREA CONFLICT WITH | | | THE REQUIRED LANDSCAPE TERMINAL ISLAND AND TREE | | | REQUIREMENT. ADJUST THE DRAINAGE LINE TO AVOID THE | | | REQUIRED LANDSCAPING. | | | | | | 7. SATISFIED. PROVIDE A DIAGRAM OF THE 30% REQUIRED | | | AND PROVIDED LINEAR LANDSCAPE FOR AROUND EACH BUILDING | | | INCLUDING THE CAR WASH BUILDING AS INDICATED IN THE | | | CODE REQUIREMENT CHART. THE CODE REQUIRES TREES SHRUBS | | | OR HEDGES. | | | THE CALCULATIONS PROVIDED DO NOT CORRECTLY SHOW THE | | | PERCENTAGE FOR EACH BUILDING. PROVIDE A DIAGRAM SHOWING | | | COMPLIANCE. | | | | | | | | | 8. SATISFIED. IMPERVIOUS/LANDSCAPE AREA IS NOT WITHIN | | | THE REQUIREMENT OF 15% OF THE SITE. STAFF SUGGESTS | | | ADDING LANDSCAPE AREA TO MEET THE 15% REQUIRED. THERE | | | ARE MANY OPPORTUNITIES THAT CAN BE IMPROVED IN THE | | | STORAGE AREAS | | | | | | 9. SATISFIED. UTILITY LINES ARE SHOWN, BUT THERE ARE | | | MULTIPLE CONFLICTS WITH THE LOCATIONS OF LINES AND | | | LANDSCAPING. ADJUST LOCATIONS OF UTILITIES TO AVOID | | | LANDSCAPE AREAS. | | | | | | 10. SATISFIED. MINIMUM NUMBER OF REQUIRED TREES IS NOT | | | MET FOR THE SITE. ADD TREES TO MEET THE MINIMUM | | | REQUIRED. UP TO 35% OF THE REQUIRED TREES CAN BE PALM | | | SUBSTITUTIONS. | | | | | | 11. SATISFIED. PROVIDE THE 50 REQUIRED FLORIDA FRIENDLY | | | POINTS BASED ON THE FINAL PLANT LIST PER SECTION | | | 94-443(G) AFTER REVISIONS TO PLANS ARE MADE. | | | | | | CONDITIONS OF APPROVAL | | | 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT | | | SERVICES DEPARTMENT, PLANNING DIVISION. | | | 2. THE NONCONFORMITY FOR MEETING THE 15% | | | LANDSCAPE/PERVIOUS AREA HAS BEEN REDUCED AND THE | | | APPROVED PLANS WITH THIS PETITION PROVIDE 9.3%. ANY | | | FUTURE CHANGES TO THE SITE CANNOT FALL BELOW THE | | | APPROVED AREA. |
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| Rev No |
2 |
Status |
F |
Date |
01-10-2023 |
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Cont ID |
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| Sent By |
rcaranci |
Date |
01-10-2023 |
Time |
16:46 |
Rev Time |
0.00 |
| Received By |
rcaranci |
Date |
01-10-2023 |
Time |
16:46 |
Sent To |
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| Notes |
| 2023-01-10 16:46:31 | FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER | | | 561-822-1462 | | | PROJECT: 2235 OKEECHOBEE Z22090007 | | | JANUARY 6, 2023 | | | I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND | | | PROVIDE THE FOLLOWING COMMENTS: | | | | | | 1. PARTIALLY SATISFIED. PROVIDE A TREE DISPOSITION AND | | | MITIGATION LIST. SECTION 94-448 (D)(3) REQUIRES NATIVE | | | TREES IN GOOD CONDITION TO BE PRESERVED ON SITE OR | | | RELOCATED. ANSI A 300 (PART 5) STANDARDS SPECIFY | | | EXAMPLES OF SUITABILITY RATINGS OF GOOD, MODERATE, OR | | | POOR FOR RELOCATION. PROVIDE AN ARBORIST REPORT SHOWING | | | CONDITION AND RELOCATION POTENTIAL FOR ANY NATIVE TREES | | | OR PALMS TREES AND PALMS PROPOSED TO BE REMOVED. | | | APPLICANT HAS INDICATED A TREE DISPOSITION LIST WILL BE | | | PROVIDED WITH THE RESUBMITTAL. | | | MAKE THE FOLLOWING CORRECTIONS TO THE TREE DISPOSITION | | | CHART: | | | ??? TREE #6 PLUMERIA IS CATEGORY 2, SO MITIGATION DUE | | | IS 150 SQ FT. | | | ??? TREE #56 QUEEN PALM IS CATEGORY 4, SO MITIGATION | | | DUE IS 50 SQ FT. | | | ??? WITH THE ABOVE CHANGES, REVISED TOTAL CANOPY | | | MITIGATION SHOULD BE 1241 SQ FT. | | | | | | 2. PARTIALLY SATISFIED. THE SITE PLAN AND LANDSCAPE | | | PLAN DO NOT MATCH THE SURVEY ALONG THE EAST PROPERTY | | | LINE. THE PERVIOUS AREA IS OUTSIDE THE FENCE ON THE | | | ADJACENT PROPERTY. CORRECT THE PLANS TO MATCH THE | | | SURVEY. IF PERVIOUS AREA IS BEING ADDED, INDICATE THIS | | | ON THE SITE PLAN AND PROVIDE THE REQUIRED LANDSCAPE | | | BUFFER ALONG THE EAST PROPERTY LINE. | | | THE VEHICLE OVERHANG IS OVERLAPPING 2 FEET OF THE 5 | | | FOOT BUFFER, ADJUST THE PARKING SPACE TO THE WEST TO | | | ELIMINATE ENCROACHMENT INTO THE LANDSCAPE BUFFER. | | | | | | | | | 3. PARTIALLY SATISFIED. PER SECTION 94-443(C)(3)A. AND | | | B., TERMINAL LANDSCAPE ISLANDS AND INTERIOR ISLANDS | | | MUST HAVE AT LEAST 8 FEET WIDE LANDSCAPE AREA AND RUN | | | THE FULL LENGTH OF THE ADJACENT PARKING SPACE. EACH | | | AREA SHALL HAVE AT LEAST ONE SHADE OR FLOWERING TREE | | | PER ROW OF PARKING AND AN INTERIOR ISLAND MUST BE | | | PROVIDED SO THERE ARE NO MORE THAN 10 SPACES IN A ROW. | | | PROVIDE THE REQUIRED LANDSCAPE ISLANDS FOR ALL REQUIRED | | | PARKING. THERE ARE TERMINAL ISLANDS MISSING IN SEVERAL | | | LOCATIONS. | | | THE ROW OF PARKING DIRECTLY SOUTH OF THE NEW BUILDING | | | IS LACKING A TERMINAL ISLAND ADJACENT TO THE BUILDING | | | ON THE WEST END OF THE ROW. A TERMINAL ISLAND CURRENTLY | | | EXISTS IN THIS LOCATION. THE INTERIOR LANDSCAPE ISLAND | | | ADDED AT THE SOUTHWEST CORNER OF THE PARKING ROW | | | ADJACENT TO OKEECHOBEE NEEDS TO BE LOCATED ON THE EAST | | | SIDE OF THE ADA SPACES SO THERE ARE NO MORE THAN 10 | | | SPACES IN A ROW. | | | | | | 4. PARTIALLY SATISFIED. SECTION 94-443(C)(3) REQUIRES | | | THAT A MINIMUM OF 75 PERCENT OF ALL TREES THAT ARE | | | REQUIRED TO BE PLANTED WITHIN THE INTERIOR OF AN OFF | | | STREET PARKING AREA SHALL BE CATEGORY 1 SHADE TREES. | | | HIGH RISE OAK DOES NOT MEET THE INTENT OF PROVIDING | | | TREE CANOPY FOR THE PARKING AREAS SO CANNOT BE COUNTED. | | | MAKE ALL ADJUSTMENTS FROM OTHER COMMENTS AND | | | RECALCULATE THIS. | | | | | | | | | 5. PARTIALLY SATISFIED. PROVIDE AN EXHIBIT SHOWING THE | | | PARKING AREA VEHICULAR USE AREA SURFACE CALCULATIONS, | | | PARKING SPACE AREAS AND LANDSCAPE AREAS PROVIDED TO | | | DEMONSTRATE COMPLIANCE WITH SECTIONS 94-443 (C)(3) AND | | | (4). PROVIDE THE CORRECTED CALCULATIONS IN THE | | | LANDSCAPE REQUIREMENT CHART. REFER TO FIGURE XIV-1. | | | SHOW THE ACTUAL PROVIDED INTERIOR LANDSCAPE SQUARE | | | FOOTAGE. BUFFERS AND NON-INTERIOR LANDSCAPING CANNOT BE | | | COUNTED. | | | ADDRESS THE MISSING TERMINAL ISLANDS FROM COMMENT #3 | | | AND ADJUST ON THE PLAN. | | | | | | | | | 6. SATISFIED. STORMWATER LINE AND EXFILTRATION PROPOSED | | | ALONG THE EAST SIDE OF THE PARKING AREA CONFLICT WITH | | | THE REQUIRED LANDSCAPE TERMINAL ISLAND AND TREE | | | REQUIREMENT. ADJUST THE DRAINAGE LINE TO AVOID THE | | | REQUIRED LANDSCAPING. | | | | | | 7. PARTIALLY SATISFIED. PROVIDE A DIAGRAM OF THE 30% | | | REQUIRED AND PROVIDED LINEAR LANDSCAPE FOR AROUND EACH | | | BUILDING INCLUDING THE CAR WASH BUILDING AS INDICATED | | | IN THE CODE REQUIREMENT CHART. THE CODE REQUIRES TREES | | | SHRUBS OR HEDGES. | | | THE CALCULATIONS PROVIDED DO NOT CORRECTLY SHOW THE | | | PERCENTAGE FOR EACH BUILDING. PROVIDE A DIAGRAM SHOWING | | | COMPLIANCE. | | | | | | | | | 8. SATISFIED. IMPERVIOUS/LANDSCAPE AREA IS NOT WITHIN | | | THE REQUIREMENT OF 15% OF THE SITE. STAFF SUGGESTS | | | ADDING LANDSCAPE AREA TO MEET THE 15% REQUIRED. THERE | | | ARE MANY OPPORTUNITIES THAT CAN BE IMPROVED IN THE | | | STORAGE AREAS | | | | | | 9. SATISFIED. UTILITY LINES ARE SHOWN, BUT THERE ARE | | | MULTIPLE CONFLICTS WITH THE LOCATIONS OF LINES AND | | | LANDSCAPING. ADJUST LOCATIONS OF UTILITIES TO AVOID | | | LANDSCAPE AREAS. | | | | | | 10. SATISFIED. MINIMUM NUMBER OF REQUIRED TREES IS NOT | | | MET FOR THE SITE. ADD TREES TO MEET THE MINIMUM | | | REQUIRED. UP TO 35% OF THE REQUIRED TREES CAN BE PALM | | | SUBSTITUTIONS. | | | | | | 11. SATISFIED. PROVIDE THE 50 REQUIRED FLORIDA FRIENDLY | | | POINTS BASED ON THE FINAL PLANT LIST PER SECTION | | | 94-443(G) AFTER REVISIONS TO PLANS ARE MADE. | | | | | | CONDITIONS OF APPROVAL | | | 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT | | | SERVICES DEPARTMENT, PLANNING DIVISION. | | | |
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| Review Stop |
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LANDSCAPING |
| Rev No |
1 |
Status |
F |
Date |
10-07-2022 |
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Cont ID |
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| Sent By |
rcaranci |
Date |
10-07-2022 |
Time |
11:37 |
Rev Time |
0.00 |
| Received By |
rcaranci |
Date |
10-07-2022 |
Time |
11:37 |
Sent To |
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| Notes |
| 2022-10-07 11:37:39 | FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER | | | 561-822-1462 | | | PROJECT: 2235 OKEECHOBEE Z22090007 | | | OCTOBER 6, 2022 | | | I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND | | | PROVIDE THE FOLLOWING COMMENTS: | | | | | | 1. PROVIDE A TREE DISPOSITION AND MITIGATION LIST. | | | SECTION 94-448 (D)(3) REQUIRES NATIVE TREES IN GOOD | | | CONDITION TO BE PRESERVED ON SITE OR RELOCATED. ANSI A | | | 300 (PART 5) STANDARDS SPECIFY EXAMPLES OF SUITABILITY | | | RATINGS OF GOOD, MODERATE, OR POOR FOR RELOCATION. | | | PROVIDE AN ARBORIST REPORT SHOWING CONDITION AND | | | RELOCATION POTENTIAL FOR ANY NATIVE TREES OR PALMS | | | TREES AND PALMS PROPOSED TO BE REMOVED. APPLICANT HAS | | | INDICATED A TREE DISPOSITION LIST WILL BE PROVIDED WITH | | | THE RESUBMITTAL. | | | | | | 2. THE SITE PLAN AND LANDSCAPE PLAN DO NOT MATCH THE | | | SURVEY ALONG THE EAST PROPERTY LINE. THE PERVIOUS AREA | | | IS OUTSIDE THE FENCE ON THE ADJACENT PROPERTY. CORRECT | | | THE PLANS TO MATCH THE SURVEY. IF PERVIOUS AREA IS | | | BEING ADDED, INDICATE THIS ON THE SITE PLAN AND PROVIDE | | | THE REQUIRED LANDSCAPE BUFFER ALONG THE EAST PROPERTY | | | LINE. | | | | | | 3. PER SECTION 94-443(C)(3)A. AND B., TERMINAL | | | LANDSCAPE ISLANDS AND INTERIOR ISLANDS MUST HAVE AT | | | LEAST 8 FEET WIDE LANDSCAPE AREA AND RUN THE FULL | | | LENGTH OF THE ADJACENT PARKING SPACE. EACH AREA SHALL | | | HAVE AT LEAST ONE SHADE OR FLOWERING TREE PER ROW OF | | | PARKING AND AN INTERIOR ISLAND MUST BE PROVIDED SO | | | THERE ARE NO MORE THAN 10 SPACES IN A ROW. PROVIDE THE | | | REQUIRED LANDSCAPE ISLANDS FOR ALL REQUIRED PARKING. | | | THERE ARE TERMINAL ISLANDS MISSING IN SEVERAL | | | LOCATIONS. | | | | | | 4. SECTION 94-443(C)(3) REQUIRES THAT A MINIMUM OF 75 | | | PERCENT OF ALL TREES THAT ARE REQUIRED TO BE PLANTED | | | WITHIN THE INTERIOR OF AN OFF STREET PARKING AREA SHALL | | | BE CATEGORY 1 SHADE TREES. HIGH RISE OAK DOES NOT MEET | | | THE INTENT OF PROVIDING TREE CANOPY FOR THE PARKING | | | AREAS SO CANNOT BE COUNTED. | | | | | | 5. PROVIDE AN EXHIBIT SHOWING THE PARKING AREA | | | VEHICULAR USE AREA SURFACE CALCULATIONS, PARKING SPACE | | | AREAS AND LANDSCAPE AREAS PROVIDED TO DEMONSTRATE | | | COMPLIANCE WITH SECTIONS 94-443 (C)(3) AND (4). PROVIDE | | | THE CORRECTED CALCULATIONS IN THE LANDSCAPE REQUIREMENT | | | CHART. REFER TO FIGURE XIV-1. SHOW THE ACTUAL PROVIDED | | | INTERIOR LANDSCAPE SQUARE FOOTAGE. BUFFERS AND | | | NON-INTERIOR LANDSCAPING CANNOT BE COUNTED. | | | | | | 6. STORMWATER LINE AND EXFILTRATION PROPOSED ALONG THE | | | EAST SIDE OF THE PARKING AREA CONFLICT WITH THE | | | REQUIRED LANDSCAPE TERMINAL ISLAND AND TREE | | | REQUIREMENT. ADJUST THE DRAINAGE LINE TO AVOID THE | | | REQUIRED LANDSCAPING. | | | | | | 7. PROVIDE A DIAGRAM OF THE 30% REQUIRED AND PROVIDED | | | LINEAR LANDSCAPE FOR AROUND EACH BUILDING INCLUDING THE | | | CAR WASH BUILDING AS INDICATED IN THE CODE REQUIREMENT | | | CHART. THE CODE REQUIRES TREES SHRUBS OR HEDGES. | | | | | | 8. IMPERVIOUS/LANDSCAPE AREA IS NOT WITHIN THE | | | REQUIREMENT OF 15% OF THE SITE. STAFF SUGGESTS ADDING | | | LANDSCAPE AREA TO MEET THE 15% REQUIRED. THERE ARE MANY | | | OPPORTUNITIES THAT CAN BE IMPROVED IN THE STORAGE AREAS | | | | | | 9. UTILITY LINES ARE SHOWN, BUT THERE ARE MULTIPLE | | | CONFLICTS WITH THE LOCATIONS OF LINES AND LANDSCAPING. | | | ADJUST LOCATIONS OF UTILITIES TO AVOID LANDSCAPE AREAS. | | | | | | 10. MINIMUM NUMBER OF REQUIRED TREES IS NOT MET FOR THE | | | SITE. ADD TREES TO MEET THE MINIMUM REQUIRED. UP TO 35% | | | OF THE REQUIRED TREES CAN BE PALM SUBSTITUTIONS. | | | | | | 11. PROVIDE THE 50 REQUIRED FLORIDA FRIENDLY POINTS | | | BASED ON THE FINAL PLANT LIST PER SECTION 94-443(G) | | | AFTER REVISIONS TO PLANS ARE MADE. | | | | | | CONDITIONS OF APPROVAL | | | 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT | | | SERVICES DEPARTMENT, PLANNING DIVISION. | | | |
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| Review Stop |
PU-CS |
PUBLIC UTILITIES CUSTOMER SRVC |
| Rev No |
2 |
Status |
P |
Date |
12-28-2022 |
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Cont ID |
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| Sent By |
mhurley |
Date |
12-28-2022 |
Time |
09:17 |
Rev Time |
0.00 |
| Received By |
mhurley |
Date |
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| Notes |
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| Review Stop |
PU-CS |
PUBLIC UTILITIES CUSTOMER SRVC |
| Rev No |
1 |
Status |
F |
Date |
10-13-2022 |
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Cont ID |
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| Sent By |
mhurley |
Date |
10-13-2022 |
Time |
07:17 |
Rev Time |
0.00 |
| Received By |
mhurley |
Date |
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| Notes |
| 2022-10-13 07:17:10 | PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING: | | | -CANNOT LOCATE EXISTING FIRELINE BACKFLOW ASSEMBLY ON | | | SITE WHERE SHOWN ON UTILITY PLAN. IF NONE ARE THERE, | | | THEN ONE WOULD NEED TO BE INSTALLED. LABEL ON PLAN. | | | -DOMESTIC METER CANNOT BE TAPPED OFF DEDICATED | | | FIRELINE. | | | -CALLOUT IS GOING OFF THE LEFT SIDE OF UTILITY PLAN AND | | | UNREADABLE. | | | -EXISTING 2 INCH DOMESTIC METER ON WEST SIDE OF | | | PROPERTY HARD TO ACCESS DUE TO BUSHES. ADD REMOVAL OF | | | BUSHES ENCROACHING WITHIN 18 INCHES OF METER BOX AND | | | BACKFLOW ASSEMBLY. | | | -VERIFY FIRE SYSTEM WILL NOT BE CONNECTED TO AN | | | AUXILIARY WATER SUPPLY SUCH AS A WELL. | | | -SHOW ALLEY PAVEMENT RESTORATION DUE TO UTILITY WORK. | | | -LABEL ADDRESS OF ADJACENT PROPERTY TO THE EAST ON | | | PLANS. THE ONE THAT HAS AN EASEMENT. | | | -COULD NOT LOCATE FIRELINE VALVE ON SITE. NOT SURE IF | | | BURIED UNDER LANDSCAPING AND BUSHES. | | | -IS EXISTING 8 INCH SEWER REMAINING AND DOES IT HAVE | | | ANY ADDITIONAL MANHOLE OR CLEANOUT AT ALLEY? | | | RESPECTFULLY, | | | MARK HURLEY [email protected] |
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| Review Stop |
PW |
PUBLIC WORKS |
| Rev No |
3 |
Status |
P |
Date |
03-15-2023 |
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Cont ID |
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Date |
03-15-2023 |
Time |
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0.00 |
| Received By |
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Date |
03-15-2023 |
Time |
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Sent To |
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| Notes |
| 2023-03-15 09:43:48 | NO FURTHER COMMENTS. |
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| Review Stop |
PW |
PUBLIC WORKS |
| Rev No |
2 |
Status |
F |
Date |
12-19-2022 |
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Cont ID |
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| Sent By |
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Date |
12-19-2022 |
Time |
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Rev Time |
0.00 |
| Received By |
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Date |
12-19-2022 |
Time |
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Sent To |
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| Notes |
| 2022-12-19 14:50:36 | PLEASE PROVIDE: | | | 1- DUMPSTER ENCLOSURE DETAILS, SHEET C-06, TO COMPLY | | | WITH THE CITY`S DUSMPTER ENCLOSURE SPECIFICATIONS. FOR | | | A FREESTANDING SITE DUMPSTER ENCLOSURE, THE ENCLOSURE | | | SHALL COMPLY WITH THE LATEST REVISION OF CITY OF WEST | | | PALM BEACH GENERAL CONSTRUCTION-GARBAGE ENCLOSURE | | | STANDARD, GC-7. (LINK TO THE LATEST REVISION OF THE | | | GC-7 DOCUMENT: HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDO | | | CUMENT/3690/637629060422100000) | | | 2- REVISED AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND | | | THE VEHICLE???S WHEEL PATH IDENTIFIED WITH DIFFERENT | | | COLORS FOR THE SANITATION SERVICE, FRONT LOADER TRUCK | | | WITH THE FOLLOWING SPECS FROM THE INBOUD DIRECTIONS AND | | | THROUGH OUTBOUNDS. | | | - DUAL AXLES | | | - TRUCK LENGTH: 35 FT | | | - TRUCK WIDTH: 11 FT | | | - TURNING RADIUS: | | | - SAE TURNING RADIUS: 32.5 FT | | | - CURB-TO-CURB DIAMETER: 74 FT | | | - WALL-TO-WALL DIAMETER: 86.3 FT | | | | | | MATT HEJAZI | | | DEPT. OF PUBLIC WORKS | | | [email protected] | | | 561-822-2045 |
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| Review Stop |
PW |
PUBLIC WORKS |
| Rev No |
1 |
Status |
F |
Date |
10-06-2022 |
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Cont ID |
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| Sent By |
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Date |
10-06-2022 |
Time |
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Rev Time |
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| Received By |
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Date |
10-06-2022 |
Time |
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Sent To |
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| Notes |
| 2022-10-06 10:33:02 | PLEASE PROVIDE THE FOLLOWINGS: | | | 1- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID | | | WASTE VOLUME PRODUCED ALONG WITH THE SIZE, TYPE AND | | | QUANTITY OF THE CONTAINER (I.E. DUMPSTER/COMPACTOR) | | | THAT WILL BE UTILIZED FOR THE SANITATION SERVICE. | | | 2- DETAILS FOR SANITATION SERVICE (I.E. SOLID WASTE | | | CONTAINER(S) TYPE, COLLECTION LOCATION, ETC.). DUMPSTER | | | ENCLOSURE DETAILS. FOR A FREESTANDING SITE DUMPSTER | | | ENCLOSURE, THE ENCLOSURE SHALL COMPLY WITH THE LATEST | | | REVISION OF CITY OF WEST PALM BEACH GENERAL | | | CONSTRUCTION-GARBAGE ENCLOSURE STANDARD, GC-7. (LINK TO | | | THE LATEST REVISION OF THE GC-7 DOCUMENT: HTTPS://WWW.W | | | PB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3690/6376290604221000 | | | 00) | | | 3- AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE | | | VEHICLE???S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS | | | FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE | | | FOLLOWING SPECS: | | | - DUAL AXLES | | | - TRUCK LENGTH: 35 FT | | | - TRUCK WIDTH: 11 FT | | | - TURNING RADIUS: | | | - SAE TURNING RADIUS: 32.5 FT | | | - CURB-TO-CURB DIAMETER: 74 FT | | | - WALL-TO-WALL DIAMETER: 86.3 FT | | | | | | 4- OWNERS AND/OR OCCUPANTS OF PROPERTY THAT REQUIRE | | | GREASE HAULING SERVICES SHALL ENSURE THAT THEIR GREASE | | | TANKS OR CONTAINERS REMAIN CLEAN, AND ARE ENCLOSED AND | | | NOT IN PUBLIC VIEW. | | | 5- IN CASE OF PROPOSING ADDITION OF ANY NEW CAN(S) IN | | | THE CITY`S RIGHT-OF-WAY , THE LOCATION AND QUANTITY OF | | | THE CAN(S) SHALL BE REVIEWED AND APPROVED BY PUBLIC | | | WORKS DEPARTMENT AND THE CAN(S) SHALL BE TYPE, SIZE AND | | | COLOR APPROVED BY PUBLIC WORKS DEPARTMENT. THE BUILDING | | | MAINTENANCE IS RESPONSIBLE TO MAINTAIN AND SERVICE THE | | | CAN(S). | | | 6- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE | | | CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA | | | STATUES [553.5041 F.S.]. | | | 7- SIGNAGE PLAN. ALL STRIPING AND SIGNAGE SHALL COMPLY | | | WITH THE LATEST CITY OF WEST PALM BEACH STANDARD | | | DETAILS AND MEET THE M.U.T.C.D. LATEST EDITION. | | | 8- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED | | | DURING CONSTRUCTION SHALL BE RESTORED. | | | | | | | | | MATT HEJAZI | | | DEPT. OF PUBLIC WORKS | | | [email protected] | | | 561-822-2045 |
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| Review Stop |
STORM |
STORMWATER |
| Rev No |
2 |
Status |
P |
Date |
03-07-2023 |
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Cont ID |
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| Sent By |
tward |
Date |
03-07-2023 |
Time |
11:28 |
Rev Time |
0.00 |
| Received By |
tward |
Date |
03-07-2023 |
Time |
11:29 |
Sent To |
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| Notes |
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| Review Stop |
STORM |
STORMWATER |
| Rev No |
1 |
Status |
F |
Date |
10-13-2022 |
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Cont ID |
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| Sent By |
tward |
Date |
10-13-2022 |
Time |
00:06 |
Rev Time |
0.00 |
| Received By |
tward |
Date |
10-13-2022 |
Time |
00:07 |
Sent To |
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| Notes |
| 2022-10-13 00:06:45 | 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 FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE | | | PLAN APPROVAL: | | | | | | 1. OKEECHOBEE BLVD IS MAINTAINED BY FDOT. CONGRESS AVE | | | IS MAINTAINED BY PALM BEACH COUNTY. ANY WORK WITHIN | | | EITHER R/W WILL REQUIRE APPROVAL FROM THE RESPECTIVE | | | AGENCY. | | | | | | 2. REPLACE THE DRIVEWAY APRONS AND DROP CURBS FOR THE | | | DRIVEWAYS THAT WILL ARE BEING ELIMINATED FROM THE SITE | | | PLAN. | | | | | | 3. INDICATE IF THE EXISTING BOLLARDS ALONG THE SOUTH | | | PROPERTY LINE ARE TO BE REMOVED OR REPLACED. THE | | | CONSTRUCTION OF THE STORM PIPE MAY HAVE AN IMPACT ON | | | SOME OF THE BOLLARDS. | | | | | | 4. CONSIDER PROVIDING 2 FEET OF LANDSCAPE OVERHANG FOR | | | THE PARKING SPACES ALONG THE SOUTH PROPERTY LINE AND | | | CONSTRUCTING TYPE D CURB INSTEAD OF TYPE F CURB AND | | | GUTTER. CONSIDER PROVIDING 2 FEET OF LANDSCAPE OVERHANG | | | FOR THE PARKING SPACES ALONG THE EAST PROPERTY LINE. | | | | | | 5. THE EXISTING WEST PIPE TO STRUCTURE #19 IS SHOWN TO | | | BE REMOVED ON THE DEMOLITION PLAN BUT A NEW PIPE IS NOT | | | SHOWN ON THE PDG PLAN. | | | | | | 6. CONSIDER USING A DIAGONAL HATCH PATTERN ON THE | | | DEMOLITION PLAN TO INDICATE THE ITEMS TO BE REMOVED. | | | | | | 7. BE CONSISTENT IN THE VERTICAL DATUM USED ON THE | | | SURVEY AND ENGINEERING PLANS. THE SURVEY LISTS | | | NGVD1929. THE ENGINEERING PLANS LIST NAVD1988. PROVIDE | | | THE CONVERSION EQUATION BETWEEN NGVD1929 AND NAVD1988 | | | IF NAVD1988 IS USED. LIST THE VERTICAL DATUM AND | | | CONVERSION EQUATION (IF APPLICABLE) ON EVERY SHEET WITH | | | ELEVATION INFORMATION. | | | | | | 8. INCLUDE PRB???S IN STRUCTURES ATTACHED TO | | | EXFILTRATION TRENCHES TO PROLONG THE LIFE OF THE | | | EXFILTRATION TRENCHES. PROVIDE A PRB DETAIL. | | | | | | 9. CONSIDER ADDING A TRENCH DRAIN AT THE BOTTOM OF THE | | | RAMP ON THE WEST SIDE OF THE PROPOSED BUILDING TO | | | COLLECT THE RUNOFF COMING DOWN THE RAMP. | | | | | | 10. THE SURVEY DOES NOT IDENTIFY THE AE13.4 FLOOD ZONE | | | AT THE NORTHEAST AREA OF THE SITE. | | | | | | 11. STRUCTURES WITHIN A SPECIAL FLOOD HAZARD AREA ARE | | | REQUIRED TO HAVE A MINIMUM OF 2 FEET OF FREEBOARD ABOVE | | | THE BASE FLOOD ELEVATION. | | | | | | 12. PROVIDE A SCALE BAR ON THE SURVEY. | | | | | | 13. THE PGD PLAN CALLS OUT TWO CONTROL STRUCTURES. | | | | | | 14. ADD LEADERS TO THE STRUCTURE AND PIPE LABELS. WHERE | | | IS STRUCTURE #8? | | | | | | 15. DON???T SHOW ON THE PGD PLAN EXISTING STORM PIPE | | | AND STRUCTURES THAT ARE BEING REMOVED. | | | | | | 16. CONTROL STRUCTURE DETAIL LABELS THE WEIR ELEVATION | | | AS 13.50 FEET NAVD1988. THE EXFILTRATION TRENCH DETAIL | | | LABELS THE WEIR ELEVATION AS 16.50 FT NAVD AND THE | | | LOWEST FINISHED GRADE AS 15.00 FT NAVD. | | | | | | 17. LABEL EXISTING UTILITIES (SIZE, MATERIAL) ON THE | | | PGD PLAN. | | | | | | | | | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO | | | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING | | | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. | | | | | | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP | | | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH | | | THE ENGINEERING PERMIT SUBMITTAL. | | | | | | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF | | | CONSTRUCTION. | | | | | | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE | | | ENGINEERING PERMIT SUBMITTAL. | | | | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | [email protected] | | | |
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| Review Stop |
SURVEY |
SURVEYING |
| Rev No |
2 |
Status |
P |
Date |
03-06-2023 |
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Cont ID |
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| Sent By |
vnoel |
Date |
03-06-2023 |
Time |
10:12 |
Rev Time |
0.00 |
| Received By |
vnoel |
Date |
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Time |
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Sent To |
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| Notes |
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| Review Stop |
SURVEY |
SURVEYING |
| Rev No |
1 |
Status |
F |
Date |
10-11-2022 |
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Cont ID |
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| Sent By |
vnoel |
Date |
10-11-2022 |
Time |
13:17 |
Rev Time |
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| Received By |
vnoel |
Date |
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Time |
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Sent To |
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| Notes |
| 2022-10-11 13:40:29 | 1. BOUNDARY/ALTA SURVEY REQUIRED, NOT JUST TOPOGRAPHIC. | | | 2. NEED LEGAL DESCRIPTION. ADD CONVERSION TO NGVD-29 ON | | | ALL PLANS. | | | 3. HARD TO DELINEATE WHAT IS BEING DEMOLISHED AND WHAT | | | IS PROPOSED. | | | |
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| Review Stop |
TRAFFIC |
TRAFFIC ENGINEERING |
| Rev No |
3 |
Status |
P |
Date |
03-15-2023 |
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Cont ID |
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| Sent By |
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Date |
03-15-2023 |
Time |
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Rev Time |
0.00 |
| Received By |
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Date |
03-15-2023 |
Time |
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Sent To |
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| Notes |
| 2023-03-15 10:54:29 | 1) SATISFIED. PROVIDE COUNTY TPS LETTER, ONCE RECEIVED | | | 2) SATISFIED. PROVIDE A PARKING TABLE SHOWCASING THE | | | NUMBER OF REQUIRED AND PROVIDED PARKING SPACES, | | | INCLUSIVE OF ADA AND BICYCLE ONES. PROVIDE DOCUMENT | | | NAME AND SHEET NUMBER CONTAINING SUCH INFORMATION | | | 3) SATISFIED. PROVIDE AN ACCESSIBILITY ROUTE FOR EACH | | | ADA STALL | | | 4) SATISFIED. MINIMUM DRIVE AISLE IS 24-FEET FOR EITHER | | | 90-DEGREE PARKING ANGLE OR TWO-WAY DIRECTION MOVEMENT. | | | SOME OF THE PROPOSED DRIVE AISLES ARE 20-FEET, PLEASE | | | CORRECT. THE 20-FEET WIDTH COULD BE ACCEPTABLE IF | | | UTILIZED BY DEALERSHIP PERSONNEL. PLEASE INSTALL | | | SIGNAGE AND/OR PAVEMENT MARKING TO LIMIT PUBLIC ACCESS | | | TO SUCH DRIVE AISLES. | | | 5) SATISFIED. PROVIDE ENGINEERING REFERENCE AND SPECS | | | SHEETS FOR THE ADA PARKING STALLS, VERIFY COMPLIANCE | | | ACCORDINGLY. PROVIDE DOCUMENT NAME AND SHEET NUMBER | | | CONTAINING SUCH INFORMATION | | | 6) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE | | | TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE | | | PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND | | | WHEEL PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT | | | COLORS. PROVIDE DOCUMENT NAME AND SHEET NUMBER | | | CONTAINING SUCH ANALYSIS. LATEST SUBMISSION IS NOT | | | SUFFICIENT AND NOT SHOWING THE | | | 7) SATISFIED. PROVIDE A VALET OPERATIONAL ANALYSIS. | | | PLEASE PROVIDE A SHORT NARRATIVE AND SHOWCASE | | | PICK-UP/DROP-OFF LOCATION(S), VALET PARKING STALLS, AND | | | TYPICAL VALET VEHICLE CIRCULATION TO/FROM SUCH STALLS | | | | | | VALERIO ORICCHIO | | | CITY TRANSPORTATION ENGINEER | | | 561-494-1092 | | | [email protected] | | | |
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| Review Stop |
TRAFFIC |
TRAFFIC ENGINEERING |
| Rev No |
2 |
Status |
F |
Date |
01-13-2023 |
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Cont ID |
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| Sent By |
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Date |
01-13-2023 |
Time |
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Rev Time |
0.00 |
| Received By |
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Date |
01-13-2023 |
Time |
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Sent To |
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| Notes |
| 2023-01-13 19:11:45 | 1) PARTIALLY SATISFIED. PROVIDE COUNTY TPS LETTER, ONCE | | | RECEIVED | | | 2) SATISFIED. PROVIDE A PARKING TABLE SHOWCASING THE | | | NUMBER OF REQUIRED AND PROVIDED PARKING SPACES, | | | INCLUSIVE OF ADA AND BICYCLE ONES. PROVIDE DOCUMENT | | | NAME AND SHEET NUMBER CONTAINING SUCH INFORMATION | | | 3) SATISFIED. PROVIDE AN ACCESSIBILITY ROUTE FOR EACH | | | ADA STALL | | | 4) PARTIALLY SATISFIED. MINIMUM DRIVE AISLE IS 24-FEET | | | FOR EITHER 90-DEGREE PARKING ANGLE OR TWO-WAY DIRECTION | | | MOVEMENT. SOME OF THE PROPOSED DRIVE AISLES ARE | | | 20-FEET, PLEASE CORRECT. THE 20-FEET WIDTH COULD BE | | | ACCEPTABLE IF UTILIZED BY DEALERSHIP PERSONNEL. PLEASE | | | INSTALL SIGNAGE AND/OR PAVEMENT MARKING TO LIMIT PUBLIC | | | ACCESS TO SUCH DRIVE AISLES. | | | 5) SATISFIED. PROVIDE ENGINEERING REFERENCE AND SPECS | | | SHEETS FOR THE ADA PARKING STALLS, VERIFY COMPLIANCE | | | ACCORDINGLY. PROVIDE DOCUMENT NAME AND SHEET NUMBER | | | CONTAINING SUCH INFORMATION | | | 6) NOT SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE | | | TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE | | | PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND | | | WHEEL PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT | | | COLORS. PROVIDE DOCUMENT NAME AND SHEET NUMBER | | | CONTAINING SUCH ANALYSIS. LATEST SUBMISSION IS NOT | | | SUFFICIENT AND NOT SHOWING THE | | | 7) PROVIDE A VALET OPERATIONAL ANALYSIS. PLEASE PROVIDE | | | A SHORT NARRATIVE AND SHOWCASE PICK-UP/DROP-OFF | | | LOCATION(S), VALET PARKING STALLS, AND TYPICAL VALET | | | VEHICLE CIRCULATION TO/FROM SUCH STALLS | | | | | | VALERIO ORICCHIO | | | CITY TRANSPORTATION ENGINEER | | | 561-494-1092 | | | [email protected] | | | | | | | | | |
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| Review Stop |
TRAFFIC |
TRAFFIC ENGINEERING |
| Rev No |
1 |
Status |
F |
Date |
10-13-2022 |
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Cont ID |
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| Sent By |
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Date |
10-13-2022 |
Time |
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Rev Time |
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| Received By |
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Date |
10-13-2022 |
Time |
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Sent To |
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| Notes |
| 2022-10-13 07:19:27 | 1) PROVIDE COUNTY TPS LETTER, ONCE RECEIVED | | | 2) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF | | | REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA | | | AND BICYCLE ONES. PROVIDE DOCUMENT NAME AND SHEET | | | NUMBER CONTAINING SUCH INFORMATION | | | 3) PROVIDE AN ACCESSIBILITY ROUTE FOR EACH ADA STALL | | | 4) MINIMUM DRIVE AISLE IS 24-FEET FOR EITHER 90-DEGREE | | | PARKING ANGLE OR TWO-WAY DIRECTION MOVEMENT. SOME OF | | | THE PROPOSED DRIVE AISLES ARE 20-FEET, PLEASE CORRECT | | | 5) PROVIDE ENGINEERING REFERENCE AND SPECS SHEETS FOR | | | THE ADA PARKING STALLS, VERIFY COMPLIANCE ACCORDINGLY. | | | PROVIDE DOCUMENT NAME AND SHEET NUMBER CONTAINING SUCH | | | INFORMATION | | | 6) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR | | | SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED | | | DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL | | | PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS. | | | PROVIDE DOCUMENT NAME AND SHEET NUMBER CONTAINING SUCH | | | ANALYSIS | | | | | | VALERIO ORICCHIO | | | CITY TRANSPORTATION ENGINEER | | | 561-494-1092 | | | [email protected] | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
P |
Date |
04-03-2023 |
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|
Cont ID |
|
| Sent By |
vbroglia |
Date |
04-03-2023 |
Time |
16:22 |
Rev Time |
0.00 |
| Received By |
vbroglia |
Date |
04-03-2023 |
Time |
16:22 |
Sent To |
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|
| Notes |
|
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| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
01-05-2023 |
|
|
Cont ID |
|
| Sent By |
vbroglia |
Date |
01-05-2023 |
Time |
11:53 |
Rev Time |
0.00 |
| Received By |
vbroglia |
Date |
01-05-2023 |
Time |
11:52 |
Sent To |
|
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| Notes |
| 2023-01-06 14:20:56 | CASE NO. Z22090021 | | | PROJECT NAME: MAROONE CHEVROLET | | | LOCATION: 2235 OKEECHOBEE BLVD | | | | | | CONTACT: VALENTINA BROGLIA, PLANNER AT (561) 822-1442 | | | OR [email protected] | | | | | | PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING | | | REVIEW COMMENTS: | | | 1. TPS LETTER IS REQUIRED FOR THIS PROJECT TO MOVE | | | FORWARD | | | 2. PLEASE RELOCATE THE BIKE RACK TO MEET THE ZONING | | | CODE REQUIREMENTS PER SECTION 94-485(2)(C) (8-11). | | | PLEASE NOTE A WAVE BIKE RACK IS NOT A PERMITTED DESIGN | | | IN THE CITY OF WEST PALM BEACH, PLEASE CHANGE DESIGN TO | | | A SINGLE LOOP U OR AN INVERTED ???U??? OR LIKE THESE. | | | PLEASE PROVIDE DIMENSIONS OF THE CONCRETE PAD WHERE THE | | | BIKE RACK WILL BE LOCATED SHOWN ON THE SITE PLAN | | | 3. PLEASE INDICATE IF THE ONE-WAY ACCESS DRIVE ON THE | | | EAST SIDE OF THE PROPERTY WILL BE ACCESSIBLE FOR PUBLIC | | | PARKING OR IF USED FOR STORAGE OF INVENTORY ONLY- NOTE: | | | LANDSCAPE ISLANDS PER EVERY TEN PARKING SPACES ARE | | | REQUIRED IF PUBLIC CAN USE AS PARKING. | | | 4. ON THE EAST SIDE OF THE PROPERTY PLEASE INCREASE THE | | | 5-FOOT BUFFER TO A 7-FOOT BUFFER FOR LANDSCAPING | | | PURPOSES (SHRUBS/TREES). | | | 5. PLEASE INDICATE ON SITE PLAN THAT ROOFTOP IS FOR | | | DISPLAYING VEHICLES ONLY, OR IF ALSO FOR STORAGE. | | | 6. PLEASE SHOW THE NUMBER OF SMALL PARKING SPACES ARE | | | PROPOSED ON THE SITE PLAN, NOTE 30 PERCENT OF THE | | | SPACES MAY BE DESIGNATED FOR SMALL CAR USE. PER SECTION | | | 94-485(N)(1)(D) ALL SMALL CAR PARKING SPACES SHALL BE | | | MARKED WITH INDIVIDUAL SIGNS/PAVEMENT MARKINGS STATING, | | | "SMALL CARS ONLY." SMALL CAR PARKING SPACES SHALL HAVE | | | DOUBLE STRIPING ON EACH SIDE OF THE SPACE. | | | 7. PLEASE SHOW THE CURB LENGTH ON THE SITE PLAN TO MEET | | | THE GENERAL PARKING DIMENSIONS REQUIREMENTS LISTED ON | | | FIGURE XV-2 IN SECTION 94-485 | | | 8. PROPOSED PARKING BY THE CONCRETE STEPS DO NOT APPEAR | | | TO PROVIDE REQUIRED TURN AROUND SPACE/AISLE CLEARANCE. | | | PLEASE ALSO SHOW DIMENSIONS OF PARKING STALLS. | | | 9. PLEASE INDICATE IF THE LEFT MOST CONCREATE STEPS, | | | ADJACENT TO THE TWO PARKING SPACES PROPOSED HAVE ACCESS | | | INTO THE PARKING LOT/WOULD BE BLOCKED BY PARKED | | | VEHICLE. | | | | | | -WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF THREE | | | (3) PAPER COPIES AND DIGITAL PLANS IN .PNG/.PDF FORMAT | | | OF ALL THE PLANS. PLEASE NOTE THAT CHANGES ON THE | | | RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS | | | TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL | | | COMMENTS. | | | | | | -PLEASE NOTE THAT IS THE PLANNING DIVISION HAS NOT | | | RECEIVED A RESPONSE TO THE PPRC COMMENTS/REVIEW COMMENT | | | WITHIN 60 DAYS FROM THE DATE OF THE PPRC | | | MEETING/COMMENT ISSUANCE (BY **), THE PLANNING DIVISION | | | MAY NOTIFY THE APPLICANT THAT THE CASE IS CONSIDERED | | | WITHDRAWN. ANY FURTHER ACTION WILL REQUIRE A NEW | | | DEVELOPMENT APPLICATION. | | | | | | -PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1) | | | RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY ISSUED | | | COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE | | | APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE, SUCH FEE | | | WILL BE 20% OF THE ORIGINAL APPLICATION FEE | | | | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
10-13-2022 |
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Cont ID |
|
| Sent By |
vbroglia |
Date |
10-13-2022 |
Time |
09:07 |
Rev Time |
0.00 |
| Received By |
vbroglia |
Date |
10-13-2022 |
Time |
09:06 |
Sent To |
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| Notes |
| 2022-10-13 09:18:03 | 1. IF THE EXISTING SERVICE BAYS ARE NOT ENCLOSED, THEY | | | CANNOT COUNT TOWARDS THE SQUARE FOOTAGE DECREASE AND | | | ACCOUNTED FOR THE PROPOSED SQUARE FOOT INCREASE | | | | | | 2. PLEASE INDICATE THE SQUARE FEET PROPOSED OF THE CAR | | | WASH | | | | | | 3. PLEASE SHOW CAR WASH EXIT ISLE WIDTH TO INDICATE | | | THERE IS ENOUGH TURNING ROOM BETWEEN THE EXIT AND | | | PARKING SPACES PROPOSED | | | | | | 4. PARKING SPACE ON THE SOUTHEAST CORNER BY THE CURB | | | CUT OPENING WITH ADJACENT PROPERTY SEEMS TO NOT BE THE | | | REQUIRED DIMENSIONS PER THE ZONING CODE, PLEASE CLARIFY | | | WHAT THE DASHED LINE SHOWN ON THE SITE PLAN INDICATES. | | | | | | 5 .LANDSCAPE ISLANDS ARE REQUIRED PER EVERY 10 PARKING | | | SPACES USED TO PUBLIC PARKING | | | | | | 6. LANDSCAPE ISLAND SHOULD MEASURE THE SAME LENGTH AS | | | THE PARKING SPACE???S LENGTH | | | | | | 7. DRIVING AISLE ON THE EAST SIDE OF THE PROPOSED | | | SERVICE DRIVE IS PROPOSED TO BE 31.75??? PLEASE REDUCE | | | THIS TO A MINIMUM OF 24??? AISLE WIDTH AND INCREASE THE | | | LANDSCAPE BUFFER (THIS WILL AID IN MEETING THE | | | LANDSCAPE REQUIREMENTS) | | | | | | 8. PARKING SPACES ON THE SOUTH SIDE OF THE INSPECTION | | | BAY, SEEM TO BE BACKING UP INTO INGRESS AND EGRESS OF | | | THE PARKING LOT, PLEASE SHOW FUNCTION OF SPACE. | | | | | | 9. SURVEY SHOWS A ???COVERED WORK BAY??? AND SITE PLAN | | | INDICATES A ???PRE-INSPECTION BAY??? PLEASE CLARIFY THE | | | USE AND IF EXISTING SPACE IS ENCLOSED OR PROPOSED TO BE | | | ENCLOSED | | | | | | 10. PLEASE SHOW THE AISLE WIDTH ON THE CAR RAMP | | | PROPOSED | | | | | | 11.PROPOSED COSTUMER PARKING ON THE NORTH SIDE OF THE | | | BUILDING NEEDS TO BE 18 FEET IN LENGTH PER ZONING CODE | | | OF A STANDARD 90 DEGREE PARKING ANGLE | | | | | | 12. SEPERATE PERMITS REQUIRED FOR PARKING LOT AND | | | LANDSCAPING. OTHER. | | | | | | | | | VALENTINA BROGLIA | | | ASSOICIATE PLANNER | | | [email protected] | | | 561-822-1442 | | | |
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