Plan Review Details - Project Z22020019
Plan Review Stops For Project Z22020019
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 03-10-2022 Cont ID  
Sent By scwelter Date 03-10-2022 Time 12:05 Rev Time 0.00
Received By swelter Date 09-20-2022 Time 15:46 Sent To  
Notes
2022-09-20 15:45:548.24.2022 COMPLETED ART ASSESSMENT APPLICATION OPTION
 #1 ART ON SITE - SITE PLAN NEEDS TO BE UPDATED AND
 INCLUDE IDENTIFIED AREA(S) FOR PUBLIC ART FOR SITE PLAN
 APPROVAL.
 THE SPACE IS TIGHT, AND INCLUSION OF ART WILL BE
 CHALLENGING. IT IS RECOMMENDED THAT OPTION #2 BE
 CONSIDERED.
  
2022-03-10 12:06:07TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE OVER
 $500,000 IT IS SUBJECT TO THE PUBLIC ART REQUIREMENT AS
 PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 CONTACT SYBILLE WELTER, ADMINISTRATOR OF PUBLIC ART &
 CULTURE AT [email protected] TO OBTAIN AN ART ASSESSMENT
 APPLICATION AND REVIEW THE REQUIREMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 03-09-2022 Cont ID  
Sent By rbrown Date 03-09-2022 Time 20:10 Rev Time 0.00
Received By rbrown Date 03-09-2022 Time 20:10 Sent To  
Notes
2022-03-09 20:15:43DEVELOPMENT 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. VAN ACCESSIBLE PARKING SPACES. SITE PLAN, SHEET A-1,
 DOES NOT SHOW THAT THE ACCESSIBLE PARKING SPACE WILL BE
 VAN ACCESSIBLE. PER SECTION 208.2.4 OF FLORIDA
 ACCESSIBILITY CODE, ONE IN EVERY SIX REQUIRED
 ACCESSIBLE SPACES (AT LEAST ONE) IN A PARKING
 STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND DESIGNED IN
 ACCORDANCE WITH SECTION OF 502 OF FLORIDA ACCESSIBILITY
 CODE (VERTICAL CLEARANCE NOT LESS THAN 98 INCHES AT
 SPACE AND VEHICULAR ACCESS ROUTE)
  
 3. ELECTRIC VEHICLE CHARGING STATION. IF ELECTRIC
 VEHICLE (EV) CHARGING STATIONS ARE PROVIDED AT LEAST 1
 IN 25 MUST COMPLY WITH ACCESSIBLE PARKING SPACE
 REQUIREMENTS.
  
 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. ENCLOSED PARKING GARAGES. IF THE PARKING GARAGE DOES
 NOT HAVE WALL OPENINGS, OR SUFFICIENT WALL OPENINGS TO
 MEET THE DEFINITION OF AN OPEN PARKING GARAGE, IT WILL
 BE CONSIDERED AN ENCLOSED PARKING GARAGE AND MUST HAVE
 EXHAUST SYSTEMS. THE EXHAUST SYSTEMS SHALL BE DESIGNED
 TO MINIMIZE NOISE LEVELS USING INLINE FAN SILENCERS OR
 OTHER APPROVED METHODS.
  
 7. GREASE INTERCEPTOR. IF ANY OF THE RETAIL SPACES WILL
 BE RESTAURANT USE, A GREASE 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]
  
 8. 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, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 9. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 10. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 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]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 09-23-2022 Cont ID  
Sent By rrossano Date 09-23-2022 Time   Rev Time 0.00
Received By rrossano Date 09-23-2024 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 05-02-2022 Cont ID  
Sent By rrossano Date 05-02-2022 Time   Rev Time 0.00
Received By rrossano Date 05-02-2022 Time   Sent To  
Notes
2022-05-02 19:12:40RICK ROSSANO, SR. PROJECT COORDINATOR, ENGINEERING
 SERVICES DEPARTMENT AT 561-494-1098 [email protected]
 NO COMMENTS.
  
 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]
 -SURVEY NOTE 1 SAYS OFFICE HAS MADE NO SEARCH OF PUBLIC
 RECORDS. WILL A PUBLIC RECORDS SEARCH BE CONDUCTED?
  
 -CIVIL PLAN SHOWS FPL UTILITY EASEMENTS WHERE BUILDING
 STRUCTURE IS PROPOSED. ARE THOSE EASEMENTS EXISTING OR
 PROPOSED. IF EXISTING, HAS FPL GIVEN APPROVAL TO
 BUILDING THE EASEMENTS?
  
 -CIVIL SECTION B-B SAYS SOD, BUT LANDSCAPING PLANS SAYS
 GREEN ISLAND FICUS AND SWISS CHEESE PLANTS. PLEASE SHOW
 METERS AND BACKFLOWS NEAR SOUTH SIDE OF BUILDING ON
 PLANTING PLAN AND PROVIDE MINIMUM 18 INCHES CLEARANCE
 BETWEEN LANDSCAPING PLANTS AND METERS, VALVES, AND
 BACKFLOWS. BECAUSE SIZE OF UTILITIES HAS NOT BEEN
 DETERMINED ON ENGINEERING PLANS, THE FOOTPRINT MAY
 CHANGE AND PLANTING PLAN MAY NEED FUTURE ADJUSTMENT.
  
 -CANNOT ASSESS PROPOSED METERED IRRIGATION WATER
 SERVICE RELOCATION DUE TO LIMITED DETAIL PROVIDED IN
 CONCEPTUAL ENGINEERING PLAN. MUCH MORE DETAIL NEEDS TO
 BE PROVIDED FOR REVIEW AT FORMAL ENGINEERING SUBMITTAL
  
 -WHAT IS THE CLEARANCE DISTANCE BETWEEN PROPOSED
 BUILDING WALL ON WEST SIDE AND THE EXISTING BUILDING
 WALL, LIGHTS, AND CONC. WALL AT EAST SIDE OF 518
 CLEMATIS? ASKING THIS FOR PRACTICAL MAINTENANCE
 PURPOSES AND ALSO BECAUSE ENGINEERING PLAN SHOWS LIGHTS
 FROM 518 CONFLICTING WITH WALL FOR 512.
  
 -ENGINEERING PLAN SHOWS EXISTING BE UNDER PROPOSED
 BUILDING. VERIFY THAT IS ACCEPTABLE. ALSO SEE CBL, OHW,
 AND TEL UTILITIES WHERE BUILDING LOCATION IS PROPOSED.
 IF THOSE UTILITIES ARE EXISTING, PLEASE CONFIRM THAT IS
 ACCEPTABLE.
  
 -WALL MOUNTING OF DCDA WOULD BE NONSTANDARD AND LIKELY
 NOT NEEDED IF FOLLOWING STANDARD DETAILS. CLEARANCE
 DISTANCE BETWEEN BACKFLOW AND WALL SHOULD TYPICALLY BE
 18 INCHES. EOR NEEDS TO PROVIDE MORE DETAIL AT FORMAL
 ENGINEERING SUBMITTAL FOR REVIEW AND ALSO MAKE SURE
 STILL COMPLIES WITH FIRE MARSHAL?S PRIOR 9A REVIEW
 COMMENT.
  
 -SIZING OF WATER SERVICES MAY BE LIMITED DUE TO
 EXISTING WATER MAIN DESIGN. LARGER SIZES MAY REQUIRE
 UPSIZING WATER MAIN FROM QUADRILLE PLAZA DR.
  
 -THE AUTOTURN ANALYSIS DOES NOT SHOW VEHICLES ENTERING
 OR EXISTING BUILDING. PLEASE ADD ADDITIONAL AUTOTURN
 ANALYSIS FOR THOSE WITH AT LEAST A SMALL MOVING TRUCK.
  
 -ENGINEERING PLAN SHOWS EXTERIOR DOORS OPENING OUTWARD
 WHILE ARCHITECTURAL PLANS SHOW RECESSED DOORS. PLEASE
 UPDATE ALL PLAN SETS AND MAKE SURE THEY ALL MATCH
 GENERAL DESIGN LAYOUT.
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 03-09-2022 Cont ID  
Sent By ldeloren Date 03-07-2022 Time   Rev Time 0.00
Received By ldeloren Date 03-07-2022 Time   Sent To  
Notes
2022-03-07 13:54:05Z22020019 ? 512 CLEMATIS ? 2-23-22 REVIEW
 RICK ROSSANO, SR. PROJECT COORDINATOR, ENGINEERING
 SERVICES DEPARTMENT 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.
  
 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 LOCATED ON 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.
 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 AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT
 FRONTAGE.
 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.
  
 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 -UTILITY CONCURRENCY DOCUMENT STATES 48 MICROUNITS,
 BUT OTHER DOCUMENTS SAY 89. UPDATE SO DOCUMENTS MATCH
 NUMBER OF UNITS. DO THE SAME FOR SQ FT OF RETAIL.
 O
 O -SURVEY NOTE 1 SAYS OFFICE HAS MADE NO SEARCH OF
 PUBLIC RECORDS. WILL A PUBLIC RECORDS SEARCH BE
 CONDUCTED?
 O
 O -VERIFY DCDA LOCATION IS NFPA COMPLIANT.
 O
 O -SHOW GATE VALVE FOR FIRELINE.
 O
 O -IF FDC IS NEEDED OR REQUIRED, THEN SHOW IT ON
 ENGINEERING PLAN.
 O
 O -THERE ARE OVERLAPPING DOORS ON THE EAST SIDE OF
 BUILDING ON ENGINEERING PLAN.
 O
 O -DRIVEWAY APRON FROM ALLEY TO QUADRILLE PLAZA DR. MAY
 BE ALTERED DURING CLEMATIS ALLEY IMPROVEMENT PROJECT.
 O
 O -A1 SHOWS ROLL DOWN GATES AT PARKING ENTRANCES AT
 SOUTH SIDE OF BUILDING. WHEN WILL THEY BE ROLLED DOWN?
 O
 O -WILL THERE BE INTERIOR WALLS DIVIDING THE RETAIL
 AREAS?
 O
 O -THERE ARE DIFFERENCES BETWEEN THE BUILDING LAYOUT OF
 THE ENGINEERING AND ARCHITECTURAL PLANS, SUCH AS DOOR
 PLACEMENT. PLANS SHOULD BE SIMILAR.
 O
 O -CANNOT FIND PARKING SPOTS FOR LARGE TRUCKS. HOW WILL
 DELIVERIES AND TENANT MOVE INS WORK?
 O
 O -CANNOT USE EXISTING 1 INCH METERED WATER SERVICE AND
 BACKFLOW ASSEMBLY AS SHOWN ON WATER PLAN.
 O
 O -GENERALLY DO NOT SEE 1 INCH WATER SERVICES FOR
 SIMILAR PROPERTIES. IF A 3 INCH OR LARGER WATER METER
 IS NEEDED, THEN IT NEEDS TO BE INSTALLED ABOVE-GROUND
 AND SHOULD NOT BE IN PEDESTRIAN TRAFFIC. THEY HAVE
 LARGER FOOTPRINTS, SO RECOMMEND PLANNING AHEAD.
 O
 O -DCDA FOOTPRINT IS LIKELY LARGER THAN SHOWN ON THE
 WATER PLAN.
 O
 O -PAVEMENT RESTORATION BOUNDARIES APPEAR SMALLER THAN
 REQUIRED.
 O
 O -ENGINEERING PLAN HAS AN EXISTING CLEANOUT LABELED,
 BUT DO NOT SEE SEWER LATERAL SHOWN. IS PLAN DRAWN AND
 LABELED CORRECTLY?
 O
 O -SHOW ALL EXISTING UTILITIES AS SOME MISSING. FOR
 EXAMPLE, THE METERED WATER SERVICE AT SOUTHEAST AREA OF
 PROPERTY IS NOT SHOWN. ONCE EXISTING UTILITIES ARE
 SHOWN, ENSURE NO CONFLICTS WITH PROPOSED CONSTRUCTION.
 O
 O -THE WATER SERVICE NEAR SOUTHEAST CORNER OF PROPERTY
 IS UNDER CITY WPB PARKS DEPARTMENT ACCOUNT. THEY WOULD
 HAVE TO AGREE WITH ANY CHANGES TO THE ACCOUNT OR
 BACKFLOW ASSEMBLY. SOUTHEAST CORNER OF BUILDING
 CONFLICTS WITH BACKFLOW ASSEMBLY.
 O
 O -ENGINEERING PLAN DOES NOT HAVE DEMOLITION SHEET,
 COVER SHEET, STANDARD DETAILS SHEET, OR SWPPP SHEET.
 O
 O -SHOW AND LABEL DOMESTIC BACKFLOW ASSEMBLY ON WATER
 PLAN. CALLOUT RP TYPE.
 O
 O -WILL R TANK STORAGE CHAMBER BE TIED INTO FIRE
 SYSTEM?
 O
 O -ARE ALL UTILITY EASEMENTS SHOWN ON THE ENGINEERING
 PLANS?
 O
 O -WHAT IS THE CLEARANCE DISTANCE BETWEEN PROPOSED
 BUILDING WALL ON WEST SIDE AND THE EXISTING BUILDING
 WALL, LIGHTS, AND CONC. WALL AT EAST SIDE OF 518
 CLEMATIS?
 O
 O -PLANS FOR CLEMATIS ALLEYWAY PROJECT SHOW UNDERGROUND
 ELECTRIC AND TELEPHONE LINES RUNNING UNDER 512 CLEMATIS
 PROPERTY. VERIFY IF THAT IS CORRECT.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 05-04-2022 Cont ID  
Sent By pleduc Date 05-04-2022 Time 10:41 Rev Time 0.00
Received By pleduc Date 05-04-2022 Time 10:41 Sent To  
Notes
2022-05-04 10:43:542ND REVIEW RESPONSE
  
 AFTER A REVIEW OF THE PPRC RESPONSE PACKET FOR THIS
 PROJECT ON MAY 4, 2022, THE PREVIOUSLY SUBMITTED FIRE
 PREVENTION BUREAU COMMENTS APPEAR TO HAVE BEEN
 ADDRESSED.
  
 HOWEVER, THE BUREAU'S APPROVAL OF THIS SUBMITTED
 PROJECT DOES NOT CONSTITUTE ITS FINAL REVIEW OR
 APPROVAL.
  
 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
 WEST PALM BEACH FIRE DEPARTMENT
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 02-28-2022 Cont ID  
Sent By pleduc Date 02-28-2022 Time 15:14 Rev Time 0.00
Received By pleduc Date 02-28-2022 Time 15:02 Sent To  
Notes
2022-02-28 15:13:32THE 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 EXISTING OR PROPOSED FIRE HYDRANT AND FDC WERE NOT
 IDENTIFIED ON THE CIVIL PLAN AND SHALL BE WITHIN 100'
 OF EACH OTHER AND 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.
  
 THERE WAS NO PROPOSED LOCATION OF THE THE FIRE DDCV,
  
 CONSIDERATION SHOULD BE GIVEN TO BEING VULNERABLE TO
 VEHICLE TRAFFIC, FALLING DEBRIS IN A FIRE EVENT AND
 EXTERIOR COVER PROTECTION.
  
 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. ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTER?S EMERGENCY OPERATIONS REQUIREMENTS OF ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS.
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
 ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
 IN THE HORIZONTAL POSITION.
  
 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.
  
 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]
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 03-09-2022 Cont ID  
Sent By fmittner Date 03-09-2022 Time 08:25 Rev Time 0.00
Received By fmittner Date 03-09-2022 Time 08:24 Sent To  
Notes
2022-03-09 08:28:58REQUIRES HPB REVIEW/APPROVAL.
  
 PLEASE ADDRESS:
 -INCORPORTAION OF ORIGINAL BADCOCK TERRACOTTA PIECE
 -ADD TREATMENT TO BLANK WALL THAT IS VISIBLE FROM
 CLEMATIS ON PATIO AREA AT NE CORNER BEHIND ARCADE
 - ADD TREATMENT/LANDSCAPE TO BLANK COLUMNAL SPACE ON
 EAST ELEVATION
Review Stop L LANDSCAPING
Rev No 3 Status P Date 09-22-2022 Cont ID  
Sent By rcaranci Date 09-22-2022 Time 15:58 Rev Time 0.00
Received By rcaranci Date 09-22-2022 Time 15:58 Sent To  
Notes
2022-09-22 15:58:56FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 512 CLEMATIS Z22020019
 SEPTEMBER 20, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. MAKE THE FOLLOWING CORRECTIONS TO THE TREE
 DISPOSITION PLAN:
 ??? SATISFIED. ARECA PALMS DO NOT REQUIRE MITIGATION.
 REVISE CHART.
 ??? SATISFIED. INDICATE HOW THE 200 SQ FT OF MITIGATION
 DUE WILL BE PROVIDED.
 THE PLANT LIST PROVIDES ENOUGH MITIGATION TO COVER THE
 200 SQ FT OF MITIGATION DUE.
 2. SATISFIED. PER SECTION 94-113, THE STREETSCAPE ON
 QUADRILLE PLAZA DRIVE IS TO BE MODIFIED TO PROVIDE THE
 4 FOOT WIDE PLANTING STRIP ALONG THE CURB. THE BASE
 PLANTINGS AT THE BUILDING WILL BE NARROWED TO PROVIDE
 THE REQUIRED SIDEWALK WIDTH.
 CURBSIDE PLANTING STRIP NEEDS TO BE ALONG THE ENTIRE
 STREETSCAPE. SOUTH PORTION IS LACKING ON SHEET L-2.0 AS
 SHOWN ON SHEET A-1.
  
 3. CONDITIONALLY SATISFIED. IRRIGATION FOR THE ADJACENT
 QUADRILLE PLAZA DR STREETSCAPE IS TO BE PROVIDED FROM
 THE SITE. EXISTING IRRIGATION IS TO BE MODIFIED TO
 REMOVE THIS AREA FROM THE SYSTEM. THE APPLICANT WILL BE
 RESPONSIBLE FOR RELOCATING THE WATER METER AND BACKFLOW
 FROM THE SITE TO A LOCATION SPECIFIED BY THE CITY TO
 SERVICE THE REMAINING AREAS ON THE EAST SIDE OF THE
 ROAD. FPL SITE TO THE SOUTH WILL BE INSTALLING
 IRRIGATION FOR THE STREET TREES ADJACENT TO THEIR
 PROPERTY.
  
 4. SATISFIED. THERE IS NOT SUFFICIENT SPACE FOR THE
 LIVE OAK TREES PROPOSED FOR THE ALLEY. REVISE TO
 PROVIDE APPROPRIATE PALMS OR SMALL TREES TO ELIMINATE
 CONFLICT WITH TRAFFIC AND UTILITIES.
 OAK TREES REMOVED, BUT NOTHING SHOWN TO REPLACE.
  
 5. CONDITIONALLY SATISFIED. PROVIDE A DIAGRAM OF THE
 PROVIDED 25% PRIVATE OPEN SPACE AREAS FOR CWD-CD.
 IDENTIFY THE TYPE OF OPEN SPACE AS ALLOWED BY TABLE
 IV-7 AND DEFINITIONS IN SECTION 94-109. SHOW HOW THE
 STANDARDS FOR THE TYPES OF OPEN SPACE ARE MET INCLUDING
 VEGETATED AREAS AND TREE CANOPY SQUARE FOOTAGE BASED ON
 TABLE IV-8.
 DIAGRAM NEEDS MORE DETAIL. IF THE PRIVATE OPEN SPACE
 TYPE IS ???TERRACE??? LABEL IT, THEN SHOW THE AREA AND
 HOW ALL REQUIREMENTS ARE MET.
  
  
 6. SATISFIED. SHOW THE LOCATIONS OF ALL UTILITIES ON
 THE LANDSCAPE PLAN AND RESOLVE ANY CONFLICTS.
 THERE APPEAR TO BE CONFLICTS IN LOCATIONS BETWEEN
 EXISTING STREET TREES WITH THE PROPOSED UTILITIES.
 THE UTILITIES ARE NOT SHOWN ON THE LANDSCAPE PLAN.
 THE DRAINAGE LINE CONNECTING TO THE INLET ON CLEMATIS
 IS TOO CLOSE TO THE EXISTING TREE ROOT SYSTEM.
  
  
  
 7. SATISFIED. THE FLORIDA FRIENDLY DESIGN OPTIONS CHART
 NEEDS TO BE UPDATED TO CURRENT CODE REQUIREMENTS.
 SEVERAL ITEMS NEED THE WORDING ADJUSTED TO MATCH
 CURRENT CODE.
 THERE ARE STILL ERRORS IN THE CHART.
  
 8. SATISFIED. REVISE RENDERING TO ACCURATELY SHOW THE
 LOCATION AND SIZE OF THE EXISTING AND PROPOSED STREET
 TREES AND LANDSCAPING.
  
 SOME OF THE RENDERINGS ARE STILL NOT ACCURATE WITH
 LOCATIONS AND SIZE OF EXISTING TREES.
 ADDITIONAL COMMENTS 6/7/22:
 9. SATISFIED. POLYALTHEA LONGIFOLIA AND CAESALPINIA
 GRANADILLO ARE NOT FLORIDA NATIVE PLANT SPECIES.
 CORRECT ON PLANT LIST.
 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 APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 RIGHT OF WAY LANDSCAPING AND IRRIGATION APPROVED WITH
 THIS PETITION.
  
 3. THE APPLICANT SHALL PROVIDE IRRIGATION FOR THE
 ADJACENT QUADRILLE PLAZA DR STREETSCAPE FROM THE SITE.
 EXISTING IRRIGATION IS TO BE MODIFIED TO REMOVE THIS
 AREA FROM THE SYSTEM. THE APPLICANT WILL BE RESPONSIBLE
 FOR RELOCATING THE WATER METER AND BACKFLOW FROM THE
 SITE TO A LOCATION SPECIFIED BY THE CITY TO SERVICE THE
 REMAINING AREAS ON THE EAST SIDE OF THE ROAD. WATERING
 FOR THE STREET TREES SHALL BE MAINTAINED AT ALL TIMES
 DURING CONSTRUCTION.
  
 4. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE STREETSCAPE
 LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
 5. PRIOR TO SITE PLAN APPROVAL, THE SHEET SHEET L3.0
 RENDERING SHALL BE REVISED TO MATCH THE LANDSCAPE PLAN.
  
  
 6. PRIOR TO SITE PLAN APPROVAL, SHEETS L2.1 AND L2.2
 SHALL BE REVISED TO SHOW THE SQUARE FOOTAGE AND
 PERCENTAGE OF THE DESIGNATED TERRACE AREA THAT IS
 VEGETATED AREA TO MEET THE 20% VEGETATED AREA. THE
 TOTAL PRIVATE OPEN SPACE SQUARE FOOTAGE REQUIRED AND
 THE TOTAL PROVIDED SHALL BE SHOWN ON THE PLAN.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 06-07-2022 Cont ID  
Sent By rcaranci Date 06-07-2022 Time 11:49 Rev Time 0.00
Received By rcaranci Date 06-07-2022 Time 11:49 Sent To  
Notes
2022-06-07 11:50:37FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 512 CLEMATIS Z22020019
 JUNE 7, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. MAKE THE FOLLOWING CORRECTIONS TO THE TREE
 DISPOSITION PLAN:
 ? SATISFIED. ARECA PALMS DO NOT REQUIRE MITIGATION.
 REVISE CHART.
 ? SATISFIED. INDICATE HOW THE 200 SQ FT OF MITIGATION
 DUE WILL BE PROVIDED.
 THE PLANT LIST PROVIDES ENOUGH MITIGATION TO COVER THE
 200 SQ FT OF MITIGATION DUE.
 2. PARTIALLY SATISFIED. PER SECTION 94-113, THE
 STREETSCAPE ON QUADRILLE PLAZA DRIVE IS TO BE MODIFIED
 TO PROVIDE THE 4 FOOT WIDE PLANTING STRIP ALONG THE
 CURB. THE BASE PLANTINGS AT THE BUILDING WILL BE
 NARROWED TO PROVIDE THE REQUIRED SIDEWALK WIDTH.
 CURBSIDE PLANTING STRIP NEEDS TO BE ALONG THE ENTIRE
 STREETSCAPE. SOUTH PORTION IS LACKING ON SHEET L-2.0 AS
 SHOWN ON SHEET A-1.
  
 3. SATISFIED. IRRIGATION FOR THE ADJACENT QUADRILLE
 PLAZA DR STREETSCAPE IS TO BE PROVIDED FROM THE SITE.
 EXISTING IRRIGATION IS TO BE MODIFIED TO REMOVE THIS
 AREA FROM THE SYSTEM. THE APPLICANT WILL BE RESPONSIBLE
 FOR RELOCATING THE WATER METER AND BACKFLOW FROM THE
 SITE TO A LOCATION SPECIFIED BY THE CITY TO SERVICE THE
 REMAINING AREAS ON THE EAST SIDE OF THE ROAD. FPL SITE
 TO THE SOUTH WILL BE INSTALLING IRRIGATION FOR THE
 STREET TREES ADJACENT TO THEIR PROPERTY.
  
 4. PARTIALLY SATISFIED. THERE IS NOT SUFFICIENT SPACE
 FOR THE LIVE OAK TREES PROPOSED FOR THE ALLEY. REVISE
 TO PROVIDE APPROPRIATE PALMS OR SMALL TREES TO
 ELIMINATE CONFLICT WITH TRAFFIC AND UTILITIES.
 OAK TREES REMOVED, BUT NOTHING SHOWN TO REPLACE.
  
 5. PARTIALLY SATISFIED. PROVIDE A DIAGRAM OF THE
 PROVIDED 25% PRIVATE OPEN SPACE AREAS FOR CWD-CD.
 IDENTIFY THE TYPE OF OPEN SPACE AS ALLOWED BY TABLE
 IV-7 AND DEFINITIONS IN SECTION 94-109. SHOW HOW THE
 STANDARDS FOR THE TYPES OF OPEN SPACE ARE MET INCLUDING
 VEGETATED AREAS AND TREE CANOPY SQUARE FOOTAGE BASED ON
 TABLE IV-8.
 DIAGRAM NEEDS MORE DETAIL. IF THE PRIVATE OPEN SPACE
 TYPE IS ?TERRACE? LABEL IT, THEN SHOW THE AREA AND HOW
 ALL REQUIREMENTS ARE MET.
  
  
 6. NOT SATISFIED. SHOW THE LOCATIONS OF ALL UTILITIES
 ON THE LANDSCAPE PLAN AND RESOLVE ANY CONFLICTS.
 THERE APPEAR TO BE CONFLICTS IN LOCATIONS BETWEEN
 EXISTING STREET TREES WITH THE PROPOSED UTILITIES.
 THE UTILITIES ARE NOT SHOWN ON THE LANDSCAPE PLAN.
 THE DRAINAGE LINE CONNECTING TO THE INLET ON CLEMATIS
 IS TOO CLOSE TO THE EXISTING TREE ROOT SYSTEM.
  
  
  
 7. NOT SATISFIED. THE FLORIDA FRIENDLY DESIGN OPTIONS
 CHART NEEDS TO BE UPDATED TO CURRENT CODE REQUIREMENTS.
 SEVERAL ITEMS NEED THE WORDING ADJUSTED TO MATCH
 CURRENT CODE.
 THERE ARE STILL ERRORS IN THE CHART.
  
 8. PARTIALLY SATISFIED. REVISE RENDERING TO ACCURATELY
 SHOW THE LOCATION AND SIZE OF THE EXISTING AND PROPOSED
 STREET TREES AND LANDSCAPING.
  
 SOME OF THE RENDERINGS ARE STILL NOT ACCURATE WITH
 LOCATIONS AND SIZE OF EXISTING TREES.
  
 ADDITIONAL COMMENTS 6/7/22:
  
 9. POLYALTHEA LONGIFOLIA AND CAESALPINIA GRANADILLO ARE
 NOT FLORIDA NATIVE PLANT SPECIES. CORRECT ON PLANT
 LIST.
  
  
 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 APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 RIGHT OF WAY LANDSCAPING AND IRRIGATION APPROVED WITH
 THIS PETITION.
  
  
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE STREETSCAPE
 LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 03-07-2022 Cont ID  
Sent By rcaranci Date 03-07-2022 Time 14:46 Rev Time 0.00
Received By rcaranci Date 03-07-2022 Time 14:46 Sent To  
Notes
2022-03-07 14:47:27FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 512 CLEMATIS Z22020019
 MARCH 7, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. MAKE THE FOLLOWING CORRECTIONS TO THE TREE
 DISPOSITION PLAN:
 ? ARECA PALMS DO NOT REQUIRE MITIGATION. REVISE CHART.
 ? INDICATE HOW THE 200 SQ FT OF MITIGATION DUE WILL BE
 PROVIDED.
  
 2. PER SECTION 94-113, THE STREETSCAPE ON QUADRILLE
 PLAZA DRIVE IS TO BE MODIFIED TO PROVIDE THE 4 FOOT
 WIDE PLANTING STRIP ALONG THE CURB. THE BASE PLANTINGS
 AT THE BUILDING WILL BE NARROWED TO PROVIDE THE
 REQUIRED SIDEWALK WIDTH.
  
 3. IRRIGATION FOR THE ADJACENT QUADRILLE PLAZA DR
 STREETSCAPE IS TO BE PROVIDED FROM THE SITE. EXISTING
 IRRIGATION IS TO BE MODIFIED TO REMOVE THIS AREA FROM
 THE SYSTEM. THE APPLICANT WILL BE RESPONSIBLE FOR
 RELOCATING THE WATER METER AND BACKFLOW FROM THE SITE
 TO A LOCATION SPECIFIED BY THE CITY TO SERVICE THE
 REMAINING AREAS ON THE EAST SIDE OF THE ROAD. FPL SITE
 TO THE SOUTH WILL BE INSTALLING IRRIGATION FOR THE
 STREET TREES ADJACENT TO THEIR PROPERTY.
  
 4. THERE IS NOT SUFFICIENT SPACE FOR THE LIVE OAK TREES
 PROPOSED FOR THE ALLEY. REVISE TO PROVIDE APPROPRIATE
 PALMS OR SMALL TREES TO ELIMINATE CONFLICT WITH TRAFFIC
 AND UTILITIES.
  
 5. PROVIDE A DIAGRAM OF THE PROVIDED 25% PRIVATE OPEN
 SPACE AREAS FOR CWD-CD. IDENTIFY THE TYPE OF OPEN SPACE
 AS ALLOWED BY TABLE IV-7 AND DEFINITIONS IN SECTION
 94-109. SHOW HOW THE STANDARDS FOR THE TYPES OF OPEN
 SPACE ARE MET INCLUDING VEGETATED AREAS AND TREE CANOPY
 SQUARE FOOTAGE BASED ON TABLE IV-8.
  
  
 6. SHOW THE LOCATIONS OF ALL UTILITIES ON THE LANDSCAPE
 PLAN AND RESOLVE ANY CONFLICTS.
 THERE APPEAR TO BE CONFLICTS IN LOCATIONS BETWEEN
 EXISTING STREET TREES WITH THE PROPOSED UTILITIES.
  
  
  
 7. THE FLORIDA FRIENDLY DESIGN OPTIONS CHART NEEDS TO
 BE UPDATED TO CURRENT CODE REQUIREMENTS. SEVERAL ITEMS
 NEED THE WORDING ADJUSTED TO MATCH CURRENT CODE.
  
 8. REVISE RENDERING TO ACCURATELY SHOW THE LOCATION AND
 SIZE OF THE EXISTING AND PROPOSED STREET TREES AND
 LANDSCAPING.
  
  
 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 APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 RIGHT OF WAY LANDSCAPING AND IRRIGATION APPROVED WITH
 THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE STREETSCAPE
 LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop PU PUBLIC UTILITIES
Rev No 2 Status P Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By mtechnow Date 08-15-2022 Time 16:58 Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By mtechnow Date 03-09-2022 Time 13:59 Sent To  
Notes
2022-03-09 14:03:59-ADD NOTE THIS PROJECT IS WITH LS 43 SERVICE BOUNDARY.
 -REPLACE SEWER LINE FRONTING THE PROPERTY UP TO MH IN
 QUADRILLE PLAZA.
 -WILL NEED TO POTHOLE/SHOW EXISTING UTILITIES. THIS
 ALLEY IS CONGESTED.
 - SEE STANDARD COMMENT LIST.
  
 CONTACT MIKE TECHNOW 561-494-1047 OR [email protected]
 WITH ANY QUESTIONS.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status P Date 09-20-2022 Cont ID  
Sent By mhurley Date 09-20-2022 Time 16:34 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-09-20 16:34:38APPROVED AS NOTED:
 -PLANTING PLAN L2.0 STILL SEEMS TO SHOW LOCATION
 CONFLICTS BETWEEN BACKFLOW ASSEMBLIES AND BUSHES. WILL
 NEED AT LEAST 18 INCH HORIZONTAL CLEARANCE DISTANCE
 BETWEEN THEM.
 -RENDERING L3.0 DOES NOT MATCH PLANTING PLAN AND CANNOT
 BE USED AS BASIS FOR PLANTING.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop STORM STORMWATER
Rev No 3 Status F Date 09-30-2022 Cont ID  
Sent By tward Date 09-30-2022 Time 09:04 Rev Time 0.00
Received By tward Date 09-30-2022 Time 09:48 Sent To  
Notes
2022-09-30 09:07:12THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 8/31/22. PREVIOUSLY SATISFIED COMMENTS ARE NOT
 INCLUDED.
  
 8. [SATISFIED] SHOW EXISTING AND PROPOSED UTILITIES ON
 THE LANDSCAPE PLANS.
  
 NEW COMMENTS (4/15/22 SUBMITTAL):
  
 11. [SATISFIED BUT SEE NEW COMMENT #19 BELOW.]
 REGARDING THE QUADRILLE PLAZA DRIVE R/W DESIGNATION,
 CHECK WITH VINCE NOEL (561-494-1096) ON HOW IT SHOULD
 BE LABELED (AS R/W LINE, PARCEL LINE, ETC.)
  
 12. [SATISFIED BUT SEE NEW COMMENT #19 BELOW.] SHOW AND
 LABELED THE PROPOSED EAST PROPERTY LINE FOR THE
 DEVELOPMENT.
  
 13. [SATISFIED] MOVE THE STORM MANHOLE OUT OF THE
 CLEMATIS STREET R/W OR RUN THE STORM PIPE FROM THE
 PROPOSED CONTROL STRUCTURE TO THE BACK OF THE EXISTING
 INLET ON CLEMATIS STREET WITHOUT A MANHOLE.
  
 14. [SATISFIED] JUSTIFY ANY OUTFALL PIPE LARGER THAN
 15-INCH DIAMETER.
  
 15. [SATISFIED - SEE COMMENT #20 BELOW] BUILDING ON THE
 CONCEPTUAL ENGINEERING PLAN DOES NOT MATCH THE
 ARCHITECTURAL SITE PLAN WITH RESPECT TO RECESSS DOOR
 OPENINGS, BUILDING SHAPE, ETC.
  
 16. [SATISFIED] ADVISE IF THE FPL U.E. WILL CONFLICT
 WITH THE R-TANKS STORAGE CHAMBERS.
  
 17. [SATISFIED] LABEL THE EAST-WEST DASHED LINE SHOWN
 NORTH OF THE PROPOSED CONTROL STRUCTURE.
  
 18. [SATISFIED] SHOW SHALLOW SWALE ON TYPICAL SECTION
 B-B TO PREVENT DIRECT RUNOFF INTO THE ALLEY.
  
 NEW COMMENTS (8-31-22 SUBMITTAL)
  
 19. PROPOSED PROPERTY LINES ON THE CONCEPTUAL
 ENGINEERING PLAN DO NOT APPEAR TO BE SHOWN IN THE
 CORRECT LOCATION. IT IS STAFF'S UNDERSTANDING THE NORTH
 PROPERTY LINE WILL COINCIDE WITH THE SOUTH R/W OF
 CLEMATIS STREET, THE EAST PROPERTY LINE WILL BE 65 FEET
 WEST OF AND PARALLEL TO THE WEST 100' F.E.C. RAILWAY
 R/W, AND THE SOUTH PROPERTY LINE WILL COINCIDE WITH THE
 NORTH R/W OF THE 14' ALLEY. ALSO REVISE THE PL LABELED
 ON SECTION B-B.
  
 20. THE WEST SIDE OF THE DRIVEWAY TO THE ALLEY DOES
 NOTT APPEAR TO LINE UP WITH THE WALL OPENING. THIS CAN
 BE CORRECTED WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 21. LABEL THE STORM PIPE IN THE R/W AS RCP.
  
 22. PROVIDE INFORMATION (RIM, INVERTS, BOTTOM
 ELEVATION) OF THE EXISTING CATCH BASIN THAT THE
 STORMWATER PIPE WILL CONNECT TO. THIS CAN BE PROVIDED
 WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 23. SHOW AND PROVIDE INFORMATION (TYPE, SIZE, MATERIAL,
 ELEVATION) OF DRY UTILITIES IN THE R/W. THIS CAN BE
 PROVIDED WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 08-05-2022 Cont ID  
Sent By tward Date 08-05-2022 Time 09:55 Rev Time 0.00
Received By tward Date 08-05-2022 Time 10:34 Sent To  
Notes
2022-08-05 10:33:56THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 4/15/2022 SUBMTITAL:
  
 1. [SATISFIED] NGVD1929 TO NAVD1988 CONVERSION EQUATION
 IS DIFFERENT BETWEEN THE SURVEY AND THE ENGINEERING
 PLAN.
  
 2. [SATISFIED] REDUCE THE AMOUNT OF DRAINAGE PIPE IN
 THE RIGHT OF WAY BY CONNECTING TO THE EXISTING VALLEY
 GUTTER INLET BETWEEN THE ON-STREET PARKING SPACES.
  
 3. [SATISFIED] LABEL THE ONSITE DRAINAGE CONTROL
 STRUCTURE.
  
 4. [SATISFIED] THERE IS A PROPOSED FPL CHARGING STATION
 PROJECT ON THE SOUTH SIDE OF THE ALLEY. SHOW THE
 DRIVEWAY OPENING AND OTHER PROPOSED IMPROVEMENTS ALONG
 THE SOUTH R/W OF THE ALLEY FROM THAT PROJECT ON THE
 CONCEPTUAL ENGINEERING PLAN.
  
 5. [SATISFIED] REVIEW THE CITY'S PROPOSED UTILITY
 PROJECT IN THE ALLEY BETWEEN ROSEMARY AVE AND QUADRILLE
 PLAZA DRIVE.
  
 6. [SATISFIED - SEE COMMENT BELOW] LABEL THE WEST RIGHT
 OF WAY LINE OF QUADRILLE PLAZA DRIVE.
  
 7. [SATISFIED BASED ON EOR RESPONSE] GARAGE OPENING TO
 BE OF SUFFICIENT HEIGHT FOR MAINTENANCE VEHICLES TO
 ACCESS THE DRAINAGE SYSTEM UNDER THE BUILDING.
  
 8. [NOT SATISFIED] SHOW EXISTING AND PROPOSED UTILITIES
 ON THE LANDSCAPE PLANS.
  
 9. [SATISFIED - SEE ADDITIONAL COMMENT BELOW] PROVIDE
 CROSS SECTIONS FROM SOUTH ALLEY RIGHT OF WAY TO FACE OF
 BUILDING AND TO 30 FEET INSIDE BUILDING AT THE
 DRIVEWAY. LABEL RIGHT OF WAY LINES AND PROVIDE
 DIMENSIONS FROM THE RIGHT OF WAY TO BUILDING FACE AND
 SHOW GENERAL SURFACE SLOPES.
  
 10. [SATISFIED] EXTRA SET OF DOORS SHOWN ON CONCEPTUAL
 ENGINEERING PLAN OPENING ON QUADRILLE PLAZA DRIVE.
  
 NEW COMMENTS:
  
 11. REGARDING THE QUADRILLE PLAZA DRIVE R/W
 DESIGNATION, CHECK WITH VINCE NOEL (561-494-1096) ON
 HOW IT SHOULD BE LABELED (AS R/W LINE, PARCEL LINE,
 ETC.)
  
 12. SHOW AND LABELED THE PROPOSED EAST PROPERTY LINE
 FOR THE DEVELOIPMENT.
  
 13. MOVE THE STORM MANHOLE OUT OF THE CLEMATIS STREET
 R/W OR RUN THE STORM PIPE FROM THE PROPOSED CONTROL
 STRUCTURE TO THE BACK OF THE EXISTING INLET ON CLEMATIS
 STREET WITHOUT A MANHOLE.
  
 14. JUSTIFY ANY OUTFALL PIPE LARGER THAN 15-INCH
 DIAMETER.
  
 15. BUILDING ON THE CONCEPTUAL ENGINEERING PLAN DOES
 NOT MATCH THE ARCHITECTURAL SITE PLAN WITH RESPECT TO
 RECESSS DOOR OPENINGS, BUILDING SHAPE, ETC.
  
 16. ADVISE IF THE FPL U.E. WILL CONFLICT WITH THE
 R-TANKS STORAGE CHAMBERS.
  
 17. LABEL THE EAST-WEST DASHED LINE SHOWN NORTH OF THE
 PROPOSED CONTROL STRUCTURE.
  
 18. SHOW SHALLOW SWALE ON TYPICAL SECTION B-B TO
 PREVENT DIRECT RUNOFF INTO THE ALLEY.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 03-09-2022 Cont ID  
Sent By tward Date 03-09-2022 Time 09:52 Rev Time 0.00
Received By tward Date 03-09-2022 Time 09:55 Sent To  
Notes
2022-03-09 09:54:59THIS 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. NGVD1929 TO NAVD1988 CONVERSION EQUATION IS
 DIFFERENT BETWEEN THE SURVEY AND THE ENGINEERING PLAN.
  
 2. REDUCE THE AMOUNT OF DRAINAGE PIPE IN THE RIGHT OF
 WAY BY CONNECTING TO THE EXISTING VALLEY GUTTER INLET
 BETWEEN THE ON-STREET PARKING SPACES.
  
 3. LABEL THE ONSITE DRAINAGE CONTROL STRUCTURE.
  
 4. THERE IS A PROPOSED FPL CHARGING STATION PROJECT ON
 THE SOUTH SIDE OF THE ALLEY. SHOW THE DRIVEWAY OPENING
 AND OTHER PROPOSED IMPROVEMENTS ALONG THE SOUTH R/W OF
 THE ALLEY FROM THAT PROJECT ON THE CONCEPTUAL
 ENGINEERING PLAN.
  
 5. REVIEW THE CITY?S PROPOSED UTILITY PROJECT IN THE
 ALLEY BETWEEN ROSEMARY AVE AND QUADRILLE PLAZA DRIVE.
  
 6. LABEL THE WEST RIGHT OF WAY LINE OF QUADRILLE PLAZA
 DRIVE.
  
 7. GARAGE OPENING TO BE OF SUFFICIENT HEIGHT FOR
 MAINTENANCE VEHICLES TO ACCESS THE DRAINAGE SYSTEM
 UNDER THE BUILDING.
  
 8. SHOW EXISTING AND PROPOSED UTILITIES ON THE
 LANDSCAPE PLANS.
  
 9. PROVIDE CROSS SECTIONS FROM SOUTH ALLEY RIGHT OF WAY
 TO FACE OF BUILDING AND TO 30 FEET INSIDE BUILDING AT
 THE DRIVEWAY. LABEL RIGHT OF WAY LINES AND PROVIDE
 DIMENSIONS FROM THE RIGHT OF WAY TO BUILDING FACE AND
 SHOW GENERAL SURFACE SLOPES.
  
 10. EXTRA SET OF DOORS SHOWN ON CONCEPTUAL ENGINEERING
 PLAN OPENING ON QUADRILLE PLAZA DRIVE.
  
  
 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, IF REQUIRED.
  
 3. PROVIDE AN EROSION CONTROL PLAN WITH DETAILS.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status F Date 08-08-2022 Cont ID  
Sent By vnoel Date 08-08-2022 Time 08:50 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2022-08-08 08:55:241. COMMENTS 1 AND 2 NOT SATISFIED.
 2. NEED FURTHER DISCUSSION ON MANHOLE IN SIDEWALK.
 3. SHOW WHERE BACKFLOW IS TO BE RELOCATED.
 4. PROVIDE DOCUMENTATION OF COORDINATION WITH PUBLIC
 UTILITIES.
  
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 03-09-2022 Cont ID  
Sent By vnoel Date 03-09-2022 Time 09:29 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2022-03-09 09:50:071. SURVEY NEEDS TO INCLUDE ENTIRE PROPERTY AND BE
 DIGITALLY SIGNED.
 2. NEED CONVERSION TO NGVD-29.
 3. STORM MANHOLES NEED TO BE RELOCATED OUT OF SIDEWALK.
 4. IRRIGATION BACKFLOW IN SE CORNER TO REMAIN AND BE
 RELOCATED TO SOUTH SIDE OF BUILDING OUTSIDE OF ALLEY
 ALONG WITH PROPOSED D.C.D.A.
 5. COORDINATE WITH PUBLIC UTILITIES FOR PROPOSED ALLEY
 IMPROVEMENTS.
 6. REMOVE NOTE FROM SITE PLAN THAT ALLEY WILL BE
 REPAVED UNDER SEPARATE SCOPE OF WORK.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 10-12-2022 Cont ID  
Sent By   Date 10-12-2022 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2022-10-12 00:20:27NO FURTHER COMMENTS.
  
 TRAFFIC ANALYSIS COMMENTS
 1) SATISFIED. PROVIDE A FULL TRAFFIC STUDY ACCORDING TO
 COUNTY???S ARTICLE 12. PLEASE CONTACT THE
 TRANSPORTATION GROUP TO SCHEDULE A METHODOLOGY MEETING.
 NOT ALL DISCUSSED ITEMS HAVE BEEN PROVIDED IN THE
 ANALYSIS. A SECOND METHODOLOGY MEETING IS NEEDED
 2) SATISFIED. PROJECT DISTRIBUTION FIGURE. QUADRILLE
 PLAZA DR IS MISSING
 3) SATISFIED. TABLE 1. PROVIDE THE
 STARRED/SUPERSCRIPTED REFERENCES
 4) SATISFIED. TABLE 4. DATURA STREET GOES FROM TAMARIND
 TO QUADRILLE PLAZA DR
 5) SATISFIED. PROVIDE TABLE(S) AND/OR REFERENCES
 HIGHLIGHTING SIGNIFICANTLY IMPACTED STREETS AND
 INTERSECTIONS
 6) SATISFIED. PROVIDE COUNTY TPS LETTER, ONCE OBTAINED
 7) SATISFIED. THE ALLEYWAY IS PLANNED TO BE DESIGNATED
 ONE-WAY EASTBOUND. SHOWCASE CORRESPONDING PAVEMENT
 MARKING AND SIGNAGE
 8) SATISFIED. MAJOR IMPACTED CORRIDORS AND
 INTERSECTIONS NEED TO BE FURTHER ANALYZED. PLEASE
 CONTACT ENGINEERING SERVICES TO COORDINATE THIS ITEM
 9) SATISFIED. PLEASE PROVIDE AN INITIAL LIST OF TDM
 MEASURES
 10) SATISFIED. PLEASE INCLUDE THE LATEST SITE PLAN IN
 THE APPENDIX
  
 SITE PLANS COMMENTS
 11) SATISFIED. PROVIDE A CLEAN TRANSPORTATION SPECIFIC
 SITE PLAN FOR THE GROUND FLOOR. SHOWCASING
 TRANSPORTATION RELATED FEATURES (E.G. ROADWAY WIDTHS,
 DRIVING AISLES, PARKING STALLS, SIDEWALK, CURB, GUTTER,
 DRIVEWAY, GATES, CROSSWALKS, SIGNAGE & PAVEMENT
 MARKINGS ETC.) PROPERLY LABELED AND DIMENSIONED. SHEET
 A-1 IS A STARTING POINT. MISSING SEVERAL DIMENSIONS:
 ALLEY WIDTH,
 12) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 CURB DETAILS (I.E. DRIVEWAY AND PARKING STALLS) ON THE
 OPPOSITE SIDE OF THE ROADS SURROUNDING THE PROPOSED
 DEVELOPMENT. PLEASE PROVIDE DOCUMENT NAME AND SHEET
 NUMBER SHOWCASING SUCH FEATURES
 13) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES
 CLEARLY DEFINED. ANALYSIS SHOULD BE PROVIDED IN A
 SEPARATE FILE/DRAWING. PLEASE PROVIDE DOCUMENT NAME AND
 SHEET NUMBER IN THE RESPONSE LETTER
 14) SATISFIED. IDENTIFY AND DESIGNATE AN EASILY
 ACCESSIBLE MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20
 FEET) AND PROVIDE BASIC ELECTRIFICATION READINESS. FOR
 THE LATTER ITEM, MORE SPECIFICALLY: A CONDUIT (2 INCH
 SCHEDULE 40 PVC) TO THE POWER SOURCE WITH AN ELECTRICAL
 PULL BOX (240V CIRCUIT). PLEASE PROVIDE DOCUMENT NAME
 AND SHEET NUMBER SHOWCASING SUCH FEATURE. CITY
 INSTALLED BIKE SHARE STATION DOES NOT STRICTLY FULFIL
 THIS REQUIREMENT; FURTHER DISCUSSION IS NEEDED
 15) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND/OR PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES. ARCHITECTURAL PLANS
 SHOW PARKING STALLS AND BIKE RACKS IN THE GROUND FLOOR.
 PLEASE PROVIDE DOCUMENT NAME AND SHEET NUMBER
 CONTAINING SUCH TABLE IN THE RESPONSE LETTER
 16) SATISFIED. CLEARLY MARK THE REQUIRED LOADING ZONE
 LOCATION AND ITS DIMENSION
 17) SATISFIED. ALLEYWAY MUST BE REPAVED ALONG SITE
 FRONTAGE, BUT IDEALLY IN FULL BETWEEN QUADRILLE PLAZA
 DR AND ROSEMARY AVE. PROVIDE STATUS OR OUTCOME OF THE
 FINAL SCOPE
 18) SATISFIED. GATE(S) OPERATIONS SHOULD NOT INTERFERE
 WITH VEHICULAR TRAFFIC LANES, SIDEWALKS AND BICYCLE
 LANES. ANY GATE AT THE DRIVEWAY SHOULD BE SET BACK AT
 LEAST 25 FEET FROM THE BACK OF SIDEWALK AND EDGE OF
 PAVEMENT. PLEASE REVISE PLANS ACCORDINGLY. THIS IS A
 MAJOR ITEM TO BE ADDRESSED, AS CURRENT GATES
 CONFIGURATION AND CORRESPONDING VEHICULAR OPERATIONS
 WOULD SIGNIFICANTLY AND NEGATIVELY IMPACT THE TRAFFIC
 FLOW ALONG THE ALLEYWAY
 19) SATISFIED. SIDEWALKS: A MINIMUM OF 8 FEET
 UNOBSTRUCTED WALKABLE AREA NEEDS TO BE PROVIDED.
 LANDSCAPE OR PLANTING AREAS DO NOT COUNT TOWARDS SUCH
 WIDTH
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 08-12-2022 Cont ID  
Sent By   Date 08-12-2022 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2022-08-12 16:17:58TRAFFIC ANALYSIS COMMENTS
 1) PARTIALLY SATISFIED. PROVIDE A FULL TRAFFIC STUDY
 ACCORDING TO COUNTY ARTICLE 12. PLEASE CONTACT THE
 TRANSPORTATION GROUP TO SCHEDULE A METHODOLOGY MEETING.
 NOT ALL DISCUSSED ITEMS HAVE BEEN PROVIDED IN THE
 ANALYSIS. A SECOND METHODOLOGY MEETING IS NEEDED
 2) SATISFIED. PROJECT DISTRIBUTION FIGURE. QUADRILLE
 PLAZA DR IS MISSING
 3) SATISFIED. TABLE 1. PROVIDE THE
 STARRED/SUPERSCRIPTED REFERENCES
 4) SATISFIED. TABLE 4. DATURA STREET GOES FROM TAMARIND
 TO QUADRILLE PLAZA DR
 5) SATISFIED. PROVIDE TABLE(S) AND/OR REFERENCES
 HIGHLIGHTING SIGNIFICANTLY IMPACTED STREETS AND
 INTERSECTIONS
 6) SATISFIED. PROVIDE COUNTY TPS LETTER, ONCE OBTAINED
 7) SATISFIED. THE ALLEYWAY IS PLANNED TO BE DESIGNATED
 ONE-WAY EASTBOUND. SHOWCASE CORRESPONDING PAVEMENT
 MARKING AND SIGNAGE
 8) MAJOR IMPACTED CORRIDORS AND INTERSECTIONS NEED TO
 BE FURTHER ANALYZED. PLEASE CONTACT ENGINEERING
 SERVICES TO COORDINATE THIS ITEM
 9) PLEASE PROVIDE AN INITIAL LIST OF TDM MEASURES
 10) PLEASE INCLUDE THE LATEST SITE PLAN IN THE APPENDIX
  
 SITE PLANS COMMENTS
 11) PROVIDE A CLEAN TRANSPORTATION SPECIFIC SITE PLAN
 FOR THE GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED
 FEATURES (E.G. ROADWAY WIDTHS, DRIVING AISLES, PARKING
 STALLS, SIDEWALK, CURB, GUTTER, DRIVEWAY, GATES,
 CROSSWALKS, SIGNAGE & PAVEMENT MARKINGS ETC.) PROPERLY
 LABELED AND DIMENSIONED. SHEET A-1 IS A STARTING POINT.
 12) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 CURB DETAILS (I.E. DRIVEWAY AND PARKING STALLS) ON THE
 OPPOSITE SIDE OF THE ROADS SURROUNDING THE PROPOSED
 DEVELOPMENT. PLEASE PROVIDE DOCUMENT NAME AND SHEET
 NUMBER SHOWCASING SUCH FEATURES
 13) NOT SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR
 GARBAGE TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND
 OUT OF THE PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC
 ENVELOPES CLEARLY DEFINED. ANALYSIS SHOULD BE PROVIDED
 IN A SEPARATE FILE/DRAWING. PLEASE PROVIDE DOCUMENT
 NAME AND SHEET NUMBER IN THE RESPONSE LETTER
 14) PARTIALLY SATISFIED. IDENTIFY AND DESIGNATE AN
 EASILY ACCESSIBLE MICRO-MOBILITY STATION AREA (MINIMUM
 8 X 20 FEET) AND PROVIDE BASIC ELECTRIFICATION
 READINESS. FOR THE LATTER ITEM, MORE SPECIFICALLY: A
 CONDUIT (2 INCH SCHEDULE 40 PVC) TO THE POWER SOURCE
 WITH AN ELECTRICAL PULL BOX (240V CIRCUIT). PLEASE
 PROVIDE DOCUMENT NAME AND SHEET NUMBER SHOWCASING SUCH
 FEATURE. CITY INSTALLED BIKE SHARE STATION DOES NOT
 STRICTLY FULFIL THIS REQUIREMENT; FURTHER DISCUSSION IS
 NEEDED
 15) NOT SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND/OR PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES. ARCHITECTURAL PLANS
 SHOW PARKING STALLS AND BIKE RACKS IN THE GROUND FLOOR.
 PLEASE PROVIDE DOCUMENT NAME AND SHEET NUMBER
 CONTAINING SUCH TABLE IN THE RESPONSE LETTER
 16) SATISFIED. CLEARLY MARK THE REQUIRED LOADING ZONE
 LOCATION AND ITS DIMENSION
 17) PARTIALLY SATISFIED. ALLEYWAY MUST BE REPAVED ALONG
 SITE FRONTAGE, BUT IDEALLY IN FULL BETWEEN QUADRILLE
 PLAZA DR AND ROSEMARY AVE. PROVIDE STATUS OR OUTCOME OF
 THE FINAL SCOPE
 18) GATE(S) OPERATIONS SHOULD NOT INTERFERE WITH
 VEHICULAR TRAFFIC LANES, SIDEWALKS AND BICYCLE LANES.
 ANY GATE AT THE DRIVEWAY SHOULD BE SET BACK AT LEAST 25
 FEET FROM THE BACK OF SIDEWALK AND EDGE OF PAVEMENT.
 PLEASE REVISE PLANS ACCORDINGLY. THIS IS A MAJOR ITEM
 TO BE ADDRESSED, AS CURRENT GATES CONFIGURATION AND
 CORRESPONDING VEHICULAR OPERATIONS WOULD SIGNIFICANTLY
 AND NEGATIVELY IMPACT THE TRAFFIC FLOW ALONG THE
 ALLEYWAY
 19) SIDEWALKS: A MINIMUM OF 8 FEET UNOBSTRUCTED
 WALKABLE AREA NEEDS TO BE PROVIDED. LANDSCAPE OR
 PLANTING AREAS DO NOT COUNT TOWARDS SUCH WIDTH
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 03-09-2022 Cont ID  
Sent By   Date 03-09-2022 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2022-03-09 15:47:35 
 1) PROVIDE A FULL TRAFFIC STUDY ACCORDING TO COUNTY'S
 ARTICLE 12. PLEASE CONTACT THE TRANSPORTATION GROUP TO
 SCHEDULE A METHODOLOGY MEETING
 2) PROJECT DISTRIBUTION FIGURE. QUADRILLE PLAZA DR IS
 MISSING
 3) TABLE 1. PROVIDE THE STARRED/SUPERSCRIPTED
 REFERENCES
 4) TABLE 4. DATURA STREET GOES FROM TAMARIND TO
 QUADRILLE PLAZA DR
 5) PROVIDE TABLE(S) AND/OR REFERENCES HIGHLIGHTING
 SIGNIFICANTLY IMPACTED STREETS AND INTERSECTIONS
 6) PROVIDE COUNTY TPS LETTER, ONCE OBTAINED
 7) THE ALLEYWAY IS PLANNED TO BE DESIGNATED ONE-WAY
 EASTBOUND. SHOWCASE CORRESPONDING PAVEMENT MARKING AND
 SIGNAGE
 8) ON THE SITE PLAN, PLEASE SHOWCASE BASIC CURB DETAILS
 (I.E. DRIVEWAY AND PARKING STALLS) ON THE OPPOSITE SIDE
 OF THE ROADS SURROUNDING THE PROPOSED DEVELOPMENT.
 PLEASE PROVIDE DOCUMENT NAME AND SHEET NUMBER
 SHOWCASING SUCH FEATURES.
 9) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES CLEARLY
 DEFINED. ANALYSIS SHOULD BE PROVIDED IN A SEPARATE
 FILE/DRAWING. PLEASE PROVIDE DOCUMENT NAME AND SHEET
 NUMBER SHOWCASING THE ANALYSIS.
 10) IDENTIFY AND DESIGNATE AN EASILY ACCESSIBLE
 MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20 FEET) AND
 PROVIDE BASIC ELECTRIFICATION READINESS. FOR THE LATTER
 ITEM, MORE SPECIFICALLY: A CONDUIT (2" SCHEDULE 40 PVC)
 TO THE POWER SOURCE WITH AN ELECTRICAL PULL BOX (240V
 CIRCUIT). PLEASE PROVIDE DOCUMENT NAME AND SHEET NUMBER
 SHOWCASING SUCH FEATURE.
 11) PROVIDE PARKING TABLE SHOWCASING THE NUMBER OF
 REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
 AND BICYCLE ONES
 12) CLEARLY MARK THE REQUIRED LOADING ZONE LOCATION AND
 ITS DIMENSION
 13) ALLEYWAY MUST BE REPAVED ALONG SITE FRONTAGE, BUT
 IDEALLY IN FULL BETWEEN QUADRILLE PLAZA DR AND ROSEMARY
 AVE
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 09-30-2022 Cont ID  
Sent By aaponte Date 09-30-2022 Time 13:26 Rev Time 0.00
Received By aaponte Date 09-30-2022 Time 13:26 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 03-08-2022 Cont ID  
Sent By aaponte Date 03-08-2022 Time 16:42 Rev Time 0.00
Received By aaponte Date 02-08-2022 Time 16:41 Sent To  
Notes
2022-03-08 16:44:071. THIS PROJECT IS PRESENTED AS THE DMP HIP OFF-SITE
 REQUIREMENT FOR A PROPOSED PROJECT AT THE SE CORNER OF
 FERN ST AND QUADRILLE BOULEVARD. HOWEVER, THE PARENT
 PROJECT HAS NOT BEEN SUBMITTED YET, AND STAFF CANNOT
 VERIFY THE HIP REQUIREMENT. SOME GENERAL COMMENTS FOR
 CONSIDERATION ARE:
 A. OFF-SITE UNITS SHALL MATCH THE UNIT SIZE AND TYPE OF
 THE PARENT PROJECT. A 100% MICRO UNIT PROJECT WILL NOT
 COMPLY WITH THIS REQUIREMENT UNLESS THE PARENT PROJECT
 IS A 100% MICRO UNIT PROJECT.
 B. REQUIRED SET-ASIDE SQUARE FOOTAGE IS NET SF, NOT
 INCLUDING CORRIDORS.
 2. A SURVEY FOR THE CITY-OWNED PARCEL SHALL BE INCLUDED
 WITH THE APPLICATION. SITE AREA SHALL REFLECT THE
 INFORMATION PROVIDED IN SURVEY (512 CLEMATIS ARE PER
 SURVEY = 18,387SF VS 18,361 IN SHEET A-1)
 3. PROPOSED WEST ELEVATION DOES NOT MEET THE BLANK WALL
 MAXIMUM REQUIREMENTS. A MAXIMUM OF 20% OF AN ELEVATION
 CAN BE A BLANK WALL (ABSENT OF FENESTRATION). PLEASE
 EXPLORE POSSIBLE WINDOWS COMPLIANT WITH FIRE
 REQUIREMENTS FOR THE SETBACK PROPOSED OR INCREASE THE
 SETBACK.
 4. PLEASE INDICATE THE LOCATION OF THE EXISTING WINDOW
 ON ADJACENT BUILDING AND CHANGES NEEDED TO COMPLY WITH
 FIRE CODE, IF REQUIRED.
 5. FIRE DCDA ALONG QUADRILLE PLAZA DRIVE SHALL BE
 RELOCATED TO THE ALLEY.
 6. IRRIGATION METER SHALL BE RELOCATED TO THE ALLEY.
 7. PROPOSED MANHOLES WILL NOT BE PERMITTED ALONG
 CLEMATIS STREET.
 8. PROPOSED DOORS ALONG FA?ADE SHALL NOT ENCROACH MORE
 THAN 18 INCHES INTO THE MINIMUM SETBACK.
 9. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH MICRO-UNIT REGULATIONS IN SEC 94-106 (8.A)
 REGARDING CAR SHARING AND BIKE PARKING. PLEASE INDICATE
 THE LOCATION OF THE MICRO-MOBILITY STATION ALONG
 CLEMATIS STREET.
 10. BASED ON THE CURRENT PROPOSAL TO PROVIDE 89 MICRO
 UNITS, THE PROJECT IS REQUIRED TO PAY $10 PER
 UNIT/MONTH TO SUPPORT THE TROLLEY OPERATION. IF THE
 PROJECT PARTICIPATES IN THE HIP TROLLEY CONTRIBUTION
 WILL NOT BE REQUIRED.
 11. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH THE BIKE PARKING REQUIREMENT ALONG THE STREET
 FRONTAGE (1 SPACE /100 FEET OF FRONTAGE).
 12. STREETSCAPE DESIGN ALONG QUADRILLE PLAZA DRIVE
 SHALL BE AS FOLLOWS:
 A. PLANTING STRIP SHALL BE PROVIDED BETWEEN THE
 EXISTING TREES (4 FEET IN WIDTH).
 B. BASE PLANTING ALONG EAST ELEVATION SHALL BE REDUCED
 TO 2 FEET IN WIDTH TO ACCOMMODATE A 10 FEET WIDE
 SIDEWALK.
 13. PLEASE INDICATE IF THE PROPOSED PARKING AT GROUND
 FLOOR IS FOR RETAIL OR RESIDENTIAL TENANTS.
 14. LOADING IS NOT REQUIRED FOR THIS PROJECT (LESS THAN
 50,000SF LOT) HOWEVER CONSIDERING THE POSSIBLE HIGH
 TURN-AROUND OF MICROUNITS STAFF RECOMMENDS THE PROJECT
 TO ACCOMMODATE SOME LOADING FROM THE ALLEY. THE AREA IS
 ALREADY VERY CONGESTED WITH COMMERCIAL DELIVERIES.
 15. PLEASE CLARIFY IF THE MICROUNITS ARE PROPOSED AS
 FULLY FURNISHED UNITS.
 16. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH REQUIRED SCREENING FOR ROOF TOP MECHANICAL
 EQUIPMENT. A SCREEN SHALL BE PROVIDED AROUND THE
 EQUIPMENT AS CLOSE AS PERMITTED BY THE EQUIPMENT
 CLEARANCE REQUIREMENT.
 17. EXTERIOR CORRIDORS (2ND FLOOR) SHALL BE COUNTED AS
 PART OF THE GROSS BUILDING AREA.
 18. PLEASE IDENTIFY IF ANY HORIZONTAL PROJECTIONS ARE
 ENCROACHING INTO THE ROW. CANOPY OVER QUADRILLE PLAZA
 DRIVE?
 PLEASE RESUBMIT ONE PRINTED COPY OF REVISED DRAWINGS
 AND A RESPONSE SHEET AND ELECTRONIC COPIES OF ALL
 DOCUMENTS.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
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