Plan Review Details - Project Z23010028
Plan Review Stops For Project Z23010028
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 03-08-2023 Cont ID  
Sent By swelter Date 02-22-2023 Time 13:01 Rev Time 0.00
Received By swelter Date 03-08-2023 Time 15:04 Sent To  
Notes
2023-02-22 13:21:06 
 FOR Z23010028 N/A - NOT REQUIRED
  
 APPLICATION INCOMPLETE.
  
 NOTE THE FOLLOWING WHEN SUBMITTING A COMPLETED
 APPLICATION.
  
 DEVELOPMENT SUBJECT TO PUBLIC ART REQUIREMENT.
  
 OPTION 1 ART ON SITE: FOR SITE PLAN APPROVAL PROPOSED
 ART SITE(S) MUST BE CLEARLY OUTLINED/MARKED ON SITE
 PLAN AS IT RELATES TO OTHER ELEMENTS OF SITE PLAN,
 INCLUDING BUT NOT LIMITED TO LANDSCAPE, ROW, UTILITIES,
 OPEN AREAS, ETC. A COMPLETED ART ASSESSMENT AND
 EVIDENCE OF THE 1% OF TOTAL CONSTRUCTION COSTS ESCROWED
 ARE DUE AT TIME OF BUILDING PERMIT FEES.
  
 OPTION 2: CONTRIBUTION INTO THE ART FUND AT .75% OF THE
 1% TOTAL CONSTRUCTION COSTS AT TIME OF BUILDING PERMIT
 FEES.
  
 CONTACT SYBILLE WELTER, ADMINISTRATOR OF PUBLIC ART AND
 CULTURE AT [email protected] OR 561.822.1521
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 03-08-2023 Cont ID  
Sent By rbrown Date 03-08-2023 Time 14:40 Rev Time 0.00
Received By rbrown Date 03-08-2023 Time 14:40 Sent To  
Notes
2023-03-08 14:44:58DEVELOPMENT 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. 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.
  
 3. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES. THE CONTRACTOR SHALL SUBMIT A
 CONSTRUCTION PARKING PLAN TO THE ENGINEERING SERVICES
 DEPARTMENT.
  
 4. 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.
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 02-01-2023 Cont ID  
Sent By rbrown Date 02-01-2023 Time 10:26 Rev Time 0.00
Received By rbrown Date 02-01-2023 Time 10:26 Sent To  
Notes
2023-02-01 10:36:32PER 1/31/23 EMAIL FROM CHRIS KIMMERLY THE APPLICANT HAS
 NOT YET INCLUDED THE FULL SCOPE OF WORK IN THEIR
 APPLICATION AND WILL BE PROVIDING A FULL SUBMITTAL
 PACKAGE AT A LATER DATE. NO REVIEW PERFORMED AT THIS
 TIME.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 [email protected]

Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-27-2023 Cont ID  
Sent By rrossano Date 02-27-2023 Time   Rev Time  
Received By rrossano Date 02-27-2023 Time   Sent To  
Notes
2023-02-27 13:48:20Z23010028 TAMARIND ITC RELOCATE 2.27.23
  
 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. HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3266/
 637521981284930000
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 FORMS-PERMITS-AND-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. HTTPS://WWW.WPB.ORG/GOVERNMENT/PUBLIC-UTILITIES/BACK
 FLOW-PREVENTION-AND-CROSS-CONNECTION
 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.
 O PLEASE PROVIDE SEPARATE UTILITY, DRAINAGE, ETC.
 ENGINEERING PLAN SHEETS.
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM (IRRIGATION, WATER FOUNTAINS, ETC.?).
  
 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 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.
  
 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
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 02-07-2023 Cont ID  
Sent By pleduc Date 02-07-2023 Time 09:24 Rev Time 0.00
Received By pleduc Date 02-07-2023 Time 09:09 Sent To  
Notes
2023-02-07 09:23:53FIRE HAS NO OBJECTIONS TO THE PROPOSED; HOWEVER, THE
 FOLLOWING COMMENTS REQUIRE ATTENTION OR CORRECTION.
  
 FIRE'S REVIEW OF THIS SUBMITTED PROJECT DOES NOT
 CONSTITUTE IT'S FINAL REVIEW.
  
 1. ON REVIEW OF THE CIVIL PLAN THERE DOES NOT APPEAR TO
 INDICATIONS OF FIRE HYDRANTS ON THE WEST SIDE OF
 TAMARIND AVE.
  
 THE WATER SUPPLY ACCESS IN THE AREA OF THE STATION IS
 UNDERSERVED, ANY EFFORTS OF FIRE PROTECTION AND WATER
 SUPPLY WOULD NEED TO EXTEND OVER TAMARIND AVE AT
 CLEAMTIS ST LEAVING THE ROAD IMPASSABLE AND EXPOSING
 FIREFIGHTER PERSONNAL AND FIREFIGHTING EQUIPMENT TO
 TRAFFIC.
  
 CONSIDERATION AND REVIEW OF INSTALLING A FIRE HYDRANT
 AT THE NORTH END BUS LOOP AREA AND ONE AT THE SOUTH END
 AREA IS NEEDED.
  
 2. FIRE 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 L LANDSCAPING
Rev No 1 Status F Date 03-07-2023 Cont ID  
Sent By rcaranci Date 03-07-2023 Time 11:34 Rev Time 0.00
Received By rcaranci Date 03-07-2023 Time 11:34 Sent To  
Notes
2023-03-07 11:34:55FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: ITC RELOCATION Z23010028
 MARCH 2, 2023
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SECTION 94-448 (D)(3) REQUIRES NATIVE TREES AND
 PALMS 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 ARBORISTS REPORT RATING
 THE CONDITION AND RELOCATION POTENTIAL FOR THE NATIVE
 TREES AND PALMS IF PROPOSED TO BE REMOVED.
  
 2. PROVIDE THE INDIVIDUAL CANOPY MITIGATION DUE FOR ANY
 PROPOSED REMOVALS. TREES PROPOSED TO BE REMOVED WITH A
 CANOPY DIAMETER OF 20 FEET OR MORE SHOULD HAVE THE
 MITIGATION SQUARE FOOTAGE CALCULATED BASED ON THE
 ACTUAL DIAMETER. TREES LESS THAN 20 FEET CANOPY
 DIAMETER AND PALMS SHOULD SHOW THE CATEGORY MITIGATION
 DUE. SABAL PALMS ARE CATEGORY 3 AND HAVE 100 SQ FT
 MITIGATION DUE. LIVE OAKS ARE CATEGORY1 AND IF LESS
 THAN 20 FEET CANOPY DIAMETER 300 SQ FT MITIGATION IS
 DUE.
  
 3. CORRECT THE CREDITS SECTION TO NOT INCLUDE ANY
 RELOCATED OR REMAINING TREES OR PALMS FROM SHEET L-1.2,
 AS ONLY NEWLY ADDED TREES OR PALMS WILL COUNT TOWARD
 MITIGATION CREDITS.
  
 4. IF IT IS DETERMINED THAT OPEN SPACE REQUIREMENTS ARE
 TRIGGERED, PROVIDE A DIAGRAM OF THE REQUIRED AND
 PROVIDED PUBLIC AND PRIVATE OPEN SPACE AREAS FOR THE
 TOD-25 ZONING DISTRICT. 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 FOR VEGETATED AREAS AND TREE CANOPY
 SQUARE FOOTAGE BASED ON TABLE IV-8 ON THE LANDSCAPE
 PLAN. LANDSCAPE PLANS MUST MATCH THE ARCHITECTURAL
 PLANS AND CLEARLY IDENTIFY THE OPEN SPACE TYPE THEN
 DEMONSTRATE HOW THE REQUIREMENTS OF THAT TYPE ARE MET.
  
 5. IDENTIFY RELOCATED TREES OR PALMS ON THE PLANT LIST
 AND COUNT THEM TOWARD THE REQUIRED TREES IF THEY ARE TO
 BE USED ON SITE.
  
 6. PROVIDE CALCULATIONS FOR REQUIRED STREET TREES AT
 MAXIMUM SPACING EVERY 30 FEET OR PORTION THEREOF FOR
 EACH STREETSCAPE LENGTH, AND SHOW THE NUMBER PROVIDED
 PER SECTION 94-113. SHADE TREES MUST BE PROVIDED.
  
 7. SHOW ALL EXISTING AND PROPOSED WATER AND SEWER AND
 DRAINAGE LINES ON THE LANDSCAPE PLAN. SHOW LOCATIONS OF
 BACKFLOWS AND ADJUST LOCATIONS OF UTILITY LINES TO
 RESOLVE CONFLICTS WITH EXISTING AND PROPOSED TREES AND
 LANDSCAPING.
  
 8. PROVIDE THE FLORIDA FRIENDLY DESIGN OPTIONS CHART
 SHOWING THE REQUIRED 50 POINTS ACHIEVED PER SECTION
 94-442(G).
  
  
 9. SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES. PROVIDE THE ACTUAL PERCENTAGE BASED ON THE
 PLANT LIST.
  
 10. PROVIDE SCREENING HEDGES FOR ALL GROUND MOUNTED
 VALVES AND EQUIPMENT AND ADD A NOTE THAT ALL EQUIPMENT
 WILL BE SCREENED.
  
 11. SHOW LOCATIONS OF LIGHTING ON THE LANDSCAPE PLAN
 AND RESOLVE ANY CONFLICTS WITH PROPOSED OR EXISTING
 TREES.
  
 12. ALL PARKING AREAS MUST MEET THE LANDSCAPE
 REQUIREMENTS IN SECTION 94-113. F.
  
 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
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE STREET TREES AND
 RIGHT OF WAY LANDSCAPING AND IRRIGATION. THIS WILL BE
 THROUGH A SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
  

Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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Notes
***NONE***

Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop PU PUBLIC UTILITIES
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2023-03-09 12:40:27-WATER RUN ON DATURA NOT SHOWN
 -METERS ON WEST SIDE SHOWN, BUT THE LATERALS ARE NOT
 -CURRENT ONSITE WATER CONFIGURATION NOT CORRECTLY SHOWN
 -EXISTING SEWER PIPE IS FROM 1925, LINING MAY BE NEEDED
 PENDING CCTV REVIEW
 -PLEASE SEPARATE UTILITY AND PGD SHEETS FOR CLARITY
 -WHERE DOES SANITARY LATERAL FROM DATURA ALLEY GO?
 (POSSIBLE CONNECTION AS OPPOSED TO TEARING UP TAMARIND)
 -BACKFLOW NOT SHOWN FOR PROPOSED WATER SEVICE
  
 RICKY ELIZONDO
 [email protected]

Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 03-06-2023 Cont ID  
Sent By mhurley Date 03-06-2023 Time 15:49 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-03-06 15:49:53PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -SHOW ALL EXISTING WATER METERS, WATER METER BOXES,
 BACKFLOW ASSEMBLIES, AND WATER SERVICES ON ENGINEERING
 PLANS AND LABEL WHAT IS HAPPENING TO THEM.
 -SHOW AND LABEL ALL PROPOSED WATER METERS AND BACKFLOW
 ASSEMBLIES.
 -ENSURE THAT EXISTING AND PROPOSED WATER METERS AND
 BACKFLOW ASSEMBLIES WILL NOT BE RUN OVER BY VEHICLES.
 -ENSURE THAT EXISTING AND PROPOSED WATER METER BOXES
 WILL NOT BE IN ASPHALT OR CURBS.
 -SHOW AND LABEL EXISTING WATER SERVICE LINES FEEDING
 THE WATER METERS NEAR THE SOUTHWEST CORNER OF 2 STORY
 BUILDING.
 -SHOW ALL EXISTING AND PROPOSED SANITARY SEWER LATERALS
 AND CLEANOUTS.
 -SHOW AND LABEL ANY EXISTING UTILITY EASEMENTS.
 -LABEL PROPOSED DOMESTIC BACKFLOW ASSEMBLIES WITH RP
 TYPE AND SIZE.
 -POLES AND STRUCTURES MINIMUM 3 FEET AWAY FROM WATER
 METER BOXES.
 RESPECTFULLY,
 MARK HURLEY [email protected]

Review Stop PW PUBLIC WORKS
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop STORM STORMWATER
Rev No 1 Status F Date 03-08-2023 Cont ID  
Sent By tward Date 03-08-2023 Time 09:47 Rev Time 0.00
Received By tward Date 03-08-2023 Time 09:48 Sent To  
Notes
2023-03-08 09:48:10THIS 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. THE CITY'S OFFICIAL VERTICAL DATUM PER CITY CODE IS
 NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF
 THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929
 IS PROVIDED. ON EVERY SHEET WITH ELEVATION INFORMATION,
 LIST THE VERTICAL DATUM REFERENCE AND THE CONVERSION
 EQUATION TO NGVD1929 IF DIFFERENT FROM NGVD1929. THE
 SURVEY AND THE COVER SHEET OF THE ENGINEERING PLANS
 LIST NAVD1988. THE OTHER ENGINEERING PLANS LIST
 NGVD1929.
  
 2. CHECK THE LISTED SCALES ON THE ENGINEERING PLANS.
 THE PLANS LIST 1 INCH = 40 FEET BUT THE SCALE MAY
 ACTUALLY BE 1 INCH = 30 FEET.
  
 3. PROVIDE WHEEL STOPS IN THE ADA PARKING LOT.
  
 4. LABEL EXISTING UTILITIES (SIZE AND MATERIAL) LOCATED
 ONSITE AND IN THE RIGHT OF WAY.
  
 5. IDENTIFY WHO WILL RESPONSIBLE TO MAINTAIN THE
 ON-STREET BUS BAY AND DRAINAGE SYSTEM.
  
 6. CONFIRM THERE IS AN EXISTING PIPE CONNECTION EAST OF
 CB#16053 (OUTSIDE THE NORTHEAST CORNER OF THE ADA
 PARKING LOT).
  
 7. STRUCTURE LABEL CUTOFF BY TOP OF VIEW PORT ON SHEET
 C-04.
  
 8. SECTION B-B CALLS OUT FOR 8 FT WIDE SIDEWALK NEXT TO
 THE ON-STREET BUS BAY. THE SIDEWALK WIDTH SCALES 8.7 FT
 BETWEEN BACK OF CURBS IN PLAN VIEW AT THE B-B SECTION
 SYMBOL. THERE IS A LABEL IN THE AREA CALLING OUT FOR 8
 FT SIDEWALK.
  
 9. SECTION C-C CALLS OUT FOR 8 FT WIDE SIDEWALK NEXT TO
 THE ON-STREET BUS BAY. THE SIDEWALK WIDTH SCALES 8.7 FT
 BETWEEN BACK OF CURBS IN PLAN VIEW AT THE C-C SECTION
 SYMBOL. THERE IS A LABEL IN THE AREA CALLING OUT FOR 8
 FT SIDEWALK.
  
 10. SECTION D-D CALLS OUT 2-FT LANDSCAPE STRIP AND 6-FT
 CONCRETE SIDEWALK NEXT TO THE ON-STREET BUS BAY. IS THE
 LANDSCAPE STRIP THE TREE ISLANDS? THE CONCRETE SIDEWALK
 SCALES 9 FEET BETWEEN THE BACK OF CURBS AT THE SECTION
 D-D SYMBOL IN PLAN VIEW. LABEL IN THE AREA CALLS FOR
 8.33 FEET CONCRETE SIDEWALK.
  
 11. INDICATE WHAT IS TO HAPPEN TO YARD DRAIN #17655
 (OUTSIDE NORTHEAST CORNER OF THE BUILDING) AND ANY
 OTHER YARD DRAINS WITHIN THE CONSTRUCTION AREA. DO THEY
 NEED TO BE RELOCATED INTO THE REMAINING NON-VEHICULAR
 AREAS?
  
 12. LABEL THE CONTROL STRUCTURE(S). NOTE THE CITY DOES
 NOT ALLOW BLEEDERS WITH EXFILTRATION TRENCHES.
  
 13. REPLACE THE CITY'S STANDARD DETAILS WITH THE LATEST
 VERSIONS.
  
 14. ON SHEET C-06, IF THE VERTICAL DATUM IS NAVD1988,
 LABEL THE CORRESPONDING ELEVATIONS ON THE EXFILTRATION
 TRENCH DETAIL (CURRENTLY LISTED IN RELATION TO NGVD).
 NOTE SOME EXFILTRATION PIPES ARE LISTED WITH INVERT
 ELEVATIONS ON THE DRAINAGE PLANS THAT ARE DIFFERENT
 THAN THE PIPE INVERT ELEVATION ON THE EXFILTRATION
 TRENCH DETAIL.
  
 THE PROPOSED MANHOLE EAST OF CB#16053) APPEARS TO
 CONFLICT WITH UNDERGROUND ELECTRICAL UTILITY.
  
 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]
  

Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 03-09-2023 Cont ID  
Sent By vnoel Date 03-09-2023 Time 07:57 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2023-03-09 08:08:421. PLANS SHOW SFRTA EASEMENT THAT SHOULD BE LABELLED AS
 PROPOSED.
 2. PRELIMINARY ENGINEERING PLANS HAVE NUMEROUS
 OVER-WRITES.
 3. IS THE 8" WATER LINE SHOWN TO BE TAPPED EXISTING OR
 PROPOSED?
 4. WHO WILL BE THE PARTY RESPONSIBLE FOR THE ON-SITE
 IMPROVEMENTS/DRAINAGE?

Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 03-13-2023 Cont ID  
Sent By   Date 03-13-2023 Time   Rev Time  
Received By   Date 03-13-2023 Time   Sent To  
Notes
2023-03-13 19:10:191) THE EASTERN LEG OF THE CLEMATIS AND TAMARIND
 INTERSECTION SHOULD BE SHOWN IN THE PLANS AND THE
 IMPACT OF THE PROPOSED DEVELOPMENT MITIGATED, AS THE
 INSTALLATION OF THE MEDIAN ISLAND ON TAMARIND
 FORBIDDING THE NORTHBOUND LEFT-TURN MOVEMENT WOULD ALSO
 IMPACT THE WESTBOUND LEFT-TURN MOVEMENTS ON CLEMATIS
 2) PLEASE PROVIDE A TABLE SHOWCASING THE NUMBER OF
 EXISTING AND PROPOSED NUMBER OF PARKING STALLS BY TYPE
 3) CONSIDER KEEPING ALL ADA STALLS IN THE SOUTHERN
 SMALL PARKING LOT OR, AT THE VERY LEAST, CREATE NEW ADA
 STALLS IN ANOTHER LOCATION WITHIN THE STATION AREA TO
 MAKE UP FOR THE LOSS
 4) PROVIDE AUTOTURN ANALYSIS DEPICTING A PASSENGER
 VEHICLE ACCESSING AND LEAVING THE SOUTHERN DROP-OFF
 AREA
 5) PROVIDE A CLEAN DEDICATED SIGNAGE AND PAVEMENT
 MARKING PLANS. PLEASE CALL OUT EACH SIGN AND PROVIDE
 DIMENSIONS FOR TYPICAL TRANSPORTATION FEATURES (I.E.
 TRAVEL LANE, DRIVE AISLE, PARKING STALL, SIDEWALK,
 DRIVEWAY)
 6) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER
 TO CITY CODE 86-246 FOR DETAILS
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  

Review Stop Z ZONING
Rev No 1 Status F Date 03-09-2023 Cont ID  
Sent By ckimmerl Date 03-09-2023 Time 12:27 Rev Time 0.00
Received By ckimmerl Date 03-09-2023 Time 10:33 Sent To  
Notes
2023-03-09 12:20:19COMMENTS TO ITC TAMARIND AVE RELOCATION PREPARED BY
 THOMAS ENGINEERING GROUP AND DATED 8/2/2022 (REVISED
 3.9.23).
  
 1. SINCE THE ITC RELOCATION TO TAMARIND AVENUE AND TO
 THE SEABOARD TRAIN STATION AREA IS A TEMPORARY
 ARRANGEMENT PROMPTED BY THE CONSTRUCTION OF THE TRANSIT
 VILLAGE PROJECT, THE SUBMITTAL NEEDS TO INCLUDE PLANS
 SHOWING HOW TAMARIND AVENUE AND THE SEABOARD STATION
 AREA ARE GOING TO BE RESTORED TO THEIR CURRENT
 CONDITION (OR BETTER) ONCE THE TRANSIT VILLAGE PROJECT
 IS COMPLETED AND THE ITC MOVES ITS OPERATIONS BACK TO
 THE TRANSIT VILLAGE LOCATION.
  
 2. THE APPLICANT NEEDS TO SHOW WRITTEN DOCUMENTATION
 THAT THESE PLANS SATISFY THE NEEDS OF THE DIFFERENT
 USERS (TRI-RAIL, GREYHOUND, PALM BEACH INTERNATIONAL
 SHUTTLE, FLIXBUS, AMTRAK, TAXI, CITY TROLLEY).
  
 3. IN ADDITION TO PROVIDING RAILROAD PASSENGER SERVICE
 THROUGH TRI-RAIL AND AMTRAK, THE SEABOARD TRAIN STATION
 AREA IS ALSO SERVED BY GREYHOUND BUSES AND BY THE
 CITY???S GREEN TROLLEY ROUTE. THE PLANS SHOW THE
 REMOVAL OF THE THREE (3) GREYHOUND PARKING SPACES AND
 OF THE AREA WHERE THE CITY???S TROLLEY STOPS; HOWEVER,
 THE PLANS DO NOT SHOW HOW THE NEEDS OF GREYHOUND AND
 THE CITY???S TROLLEYS WILL BE ACCOMMODATED. IN
 ADDITION, THE CURRENT ITC FACILITY INCLUDES AT LEAST 16
 BUS BAYS FOR PALM TRAN BUSES. THE PROPOSED TAMARIND
 AVENUE ITC RELOCATION SHOWS A TOTAL OF 13 BUS BAYS
 (FIVE WITHIN THE NORTH PARKING LOT AREA AND EIGHT ALONG
 TAMARIND AVENUE). IT IS UNCLEAR HOW THESE 13 BAYS ARE
 SUPPOSED TO ADDRESS THE NEEDS OF PALM TRAN, GREYHOUND
 AND THE CITY???S TROLLEY AND HOW THE PROPOSED CHANGES
 WOULD AFFECT THE OPERATIONS OF SFRTA AND AMTRAK. THE
 APPLICANT NEEDS TO PROVIDE WRITTEN DOCUMENTATION FROM
 THE DIFFERENT USERS OF THE FACILITY INDICATING THAT THE
 PROPOSED PLANS ADDRESS THEIR NEEDS.
  
 4. OVER 50 VEHICULAR PARKING SPACES AS WELL AS A DOZEN
 MOTORCYCLE/SCOOTER SPACES IN THE NORTH AND SOUTH
 PARKING LOTS OF THE SEABOARD TRAIN STATION AREA ARE
 PROPOSED TO BE REMOVED AS PART OF THE ITC RELOCATION.
 MOST OF THESE SPACES ARE USED BY TRI-RAIL AND AMTRAK
 USERS, TAXIS, WHILE OTHERS ARE SPECIFICALLY DEDICATED
 TO GREYHOUND AND AMTRAK EMPLOYEES. HOW WILL THE PARKING
 NEEDS OF THESE USERS BE ADDRESSED? THE AGREEMENTS WITH
 GREYHOUND AND AMTRAK NEED TO BE REVIEWED TO DETERMINE
 CONTRACTUAL IMPLICATIONS OF PARKING REMOVAL OR NEED FOR
 AMENDMENTS.
  
 5. THE PROPOSED PLANS FOR THE NORTHERN PORTION OF THE
 SITE SHOWS THAT BUSES WILL CIRCULATE AND PARK ON A)
 WHAT IS TODAY THE NORTHERN PARKING LOT FOR THE SEABOARD
 STATION; AND, B) ALONG TAMARIND AVENUE. BOTH PARKING
 AREAS WOULD BE SEPARATED BY A PROPOSED 6 TO 8-FOOT
 SIDEWALK THAT INCLUDES TREES THAT WOULD REDUCE WALKING
 SPACE TO 3-4 FEET ON CERTAIN SECTIONS. THIS SIDEWALK
 WOULD BE USED FOR PEDESTRIAN CIRCULATION ALONG THE WEST
 SIDE OF TAMARIND AND FOR ACCESSING OR ALIGHTING THE
 DIFFERENT BUSES THAT WOULD PARK ALONG IT. STAFF IS
 CONCERNED THAT THIS SIDEWALK WOULD BE TOO NARROW TO
 SAFELY HANDLE THE NUMBER OF PEDESTRIANS THAT WOULD BE
 WALKING ALONG IT WITH BUSES THAT WOULD BE CIRCULATING
 AND PARKING ON BOTH SIDES OF IT. STAFF SUGGESTS THAT
 THE PROPOSED SIDEWALK BE EITHER SUBSTANTIALLY EXPANDED
 OR THAT A NEW CONFIGURATION FOR PEDESTRIAN AND BUS
 CIRCULATION BE PROPOSED FOR THIS AREA. PROPOSED DATE
 PALMS ALONG THE STREET FRONTAGE DO NOT COMPLY WITH THE
 DMP STREETSCAPE STANDARDS. PALMS SHALL BE REPLACED BY
 SHADE TREES TO PROVIDE PEDESTRIAN COMFORT.
  
 6. CURRENTLY, THERE IS A BRIGHT BIKE BIKESHARE STATION
 LOCATED IN THIS AREA THAT WILL BE IMPACTED BY THE
 PROPOSED RECONFIGURATION. THE DEMOLITION PLAN ON PAGE
 C-2 INCORRECTLY IDENTIFIES THIS FACILITY AS A ???BIKE
 RACK??? THAT WILL BE REMOVED. THE PLANS DON???T SHOW A
 LOCATION WHERE THIS STATION, WHICH INCLUDES AN
 ELECTRICAL INSTALLATION, WOULD BE RELOCATED. THE PLANS
 NEED TO CLEARLY IDENTIFY THE LOCATION WHERE THE
 BIKESHARE STATION WOULD BE RELOCATED. CITY HAS SEPARATE
 AGREEMENTS AND OBLIGATIONS WITH BRIGHTBIKE TO PROVIDE
 THESE FACILITIES AT SELECT "PRE-APPROVED" LOCATIONS,
 COORDINATION WITH BRIGHTBIKE WILL BE NECESSARY.
  
 7. PAGE C-06 PRELIMINARY SITE DETAILS OF THE PLANS
 SHOWS A BIKE RACK DETAIL FOR A ???WAVE??? BIKE RACK, A
 MODEL WHICH IS NOT PERMITTED BY THE CITY.
  
 8. THE PLANS PROPOSE TO MODIFY SECTIONS OF TAMARIND
 AVENUE BY REPLACING A NB LEFT TURN LANE INTO THE
 STATION WITH A ???GREEN MEDIAN???. THE PLANS NEED TO
 SHOW WHAT THE NEW CROSS SECTION FOR TAMARIND AVENUE
 WOULD BE AS A RESULT OF THESE PROPOSED CHANGES.
  
 9. THE NEW PROPOSED VEHICULAR ENTRANCE TO THE
 ???INTERNAL??? BUS AREA IN THE ITC IS APPROXIMATELY 40
 FEET FROM THE INTERSECTION OF TAMARIND AVENUE AND
 BANYAN BOULEVARD. THIS IS INCONSISTENT WITH THE
 PROVISIONS OF SECTION 94-312- ACCESS TO STREETS OF THE
 CITY???S ZONING AND LAND DEVELOPMENT REGULATIONS, WHICH
 REQUIRE FOR COLLECTOR ROADS SUCH AS TAMARIND AVENUE A
 MINIMUM OF 50 FEET OF CORNER CLEARANCE DISTANCE BETWEEN
 A DRIVEWAY OR ACCESS POINT AND THE INTERSECTION. IN
 ADDITION TO MOVING THE ACCESS POINT TO A DISTANCE OF AT
 LEAST 50 FEET FROM THE INTERSECTION OF TAMARIND AND
 BANYAN, THE PLANS NEED TO INCLUDE AN AUTO-TURN ANALYSIS
 OF THE TURNING MOVEMENTS FOR THE DIFFERENT TYPES OF
 BUSES THAT WOULD ACCESS THIS FACILITY. THE ANALYSIS
 SHOULD REFLECT THE FACT THAT MANY OF THE BUSES
 ACCESSING THE ITC WOULD BE TURNING INTO TAMARIND FROM
 EASTBOUND BANYAN BOULEVARD.
  
 10. DESIGN NEEDS TO PROVIDE AN AREA FOR DROP-OFF AND
 PICK UP. THE CURRENT CONFIGURATION OF THE STATION DOES
 NOT PROVIDE A DEDICATED SPACE FOR CARS TO LINE UP FOR
 DROP OFF OR PICK UP FROM THE TRI-RAIL THEREFORE THE
 CARS UTILIZE THE INTERIOR DRIVEWAY OF THE NORTH PARKING
 LOT. THE NEW CONFIGURATION WILL REMOVE THAT OPTION.
 WHAT AREA WILL BE DEDICATED FOR DROP OFF AND PICK UP
 WITH THE NEW CONFIGURATION?
  
  
 NEW COMMENTS 3.9.23 FROM ZONING.
  
 1. SITE DESIGN SHALL COMPLY WITH BUILDING REQUIREMENTS
 OF SEC. 94-120 TRANSIT ORIENTED DEVELOPMENT DISTRICT
 AND TABLE IV-21. SPECIFICALLY SETBACKS (RESTROOM
 FACILITIES & TICKET BOOTH EXCEED MAXIMUM SETBACK OFF OF
 S TAMARIND AVE.), OPEN SPACE REQUIREMENTS, ETC.
  
 2. SITE DESIGN SHALL COMPLY WITH REQUIREMENTS OF SEC.
 94-111 PARKING & LOADING REQUIREMENTS:
  
 G. OFF-SITE PARKING. OFF-SITE PARKING SHALL BE
 PERMITTED. OFF-SITE PARKING MAY COUNT TOWARD REQUIRED
 PARKING, AND SHALL COMPLY WITH THE FOLLOWING
 CONDITIONS:
 1. OFF-SITE PARKING SHALL BE LOCATED WITHIN 700 FEET OF
 THE PROPOSED DEVELOPMENT. THE DISTANCE SEPARATION SHALL
 BE MEASURED BY FOLLOWING A STRAIGHT LINE FROM THE
 PROPERTY LINE ON WHICH THE PRIMARY USE IS LOCATED TO
 THE PROPERTY LINE WHERE THE OFF-SITE PARKING IS
 PROPOSED.
 2. A RESTRICTIVE COVENANT SHALL BE REQUIRED FOR THE
 PURPOSE OF ENSURING THAT THE REQUIRED PARKING IS
 PROVIDED. SUCH RESTRICTIVE COVENANT SHALL BE EXECUTED
 BY OWNERS OF THE PROPERTIES CONCERNED. ALL RESTRICTIVE
 COVENANTS AND OTHER DOCUMENTS REQUIRED TO BE RECORDED
 SHALL BE ON CITY APPROVED FORMS, AND RECORDED IN THE
 PUBLIC RECORDS.
 3. THE LOCATION AND NUMBER OF OFF-SITE PARKING SPACES
 SHALL REQUIRE APPROVAL BY DAC.
  
 N. PASSENGER LOADING AND DROP-OFF.
 1. PASSENGER LOADING AND DROP-OFF SHALL COMPLY WITH
 TABLE IV-11.
 2. ON-STREET PASSENGER LOADING AND DROP-OFF. ON-STREET
 PASSENGER LOADING AND DROP-OFFS MAY BE PERMITTED WHEN
 PROPOSED OR EXISTING DEVELOPMENTS CANNOT REASONABLY
 PROVIDE THIS FUNCTION WITHIN THE BUILDING STRUCTURE, AS
 DETERMINED BY THE PLANNING DIRECTOR. ON-STREET
 PASSENGER LOADING AND DROP-OFFS SHALL BE PERMITTED
 WITHIN THE AREAS DESIGNATED FOR ON-STREET PARKING WITH
 THE FOLLOWING CONDITIONS:
 A. AN ON-STREET PASSENGER LOADING AND DROP-OFF PERMIT
 MUST BE OBTAINED FROM THE CITY PARKING ADMINISTRATOR.
 B. FOR EACH PROPOSED DEVELOPMENT, THERE SHALL BE NO
 MORE THAN ONE ON-STREET PASSENGER LOADING AND DROP-OFF
 AREA PER LOT FRONTAGE.
 C. THE CITY PARKING ADMINISTRATOR SHALL DETERMINE THE
 DIMENSIONS OF THE ON-STREET PASSENGER LOADING AND
 DROP-OFF AREAS BASED ON THE PROPOSED DEVELOPMENT
 PROJECT.
  
 O. CURB CUTS, PARKING ENTRANCES, AND DRIVEWAYS.
 3. CURB CUTS, PARKING ENTRANCES, EXITS, AND DRIVEWAYS
 SHALL NOT BE WIDER THAN 25 FEET AS MEASURED PARALLEL TO
 THE STREET AT THE CURB.
  
 3. TABLE IV-11: DOES NOT PERMIT ON-STREET PASSENGER
 LOADING AND DROP-OFF OR OFF-STREET PASSENGER LOADING
 AND DROP-OFFS ALONG AVENUE STREET DESIGNATIONS WITHIN
 THE TOD DISTRICTS. S TAMARIND AVENUE IS AN AVENUE.
  
 4. PLEASE PROVIDE TABULAR DATA ON THE PARKING COUNTS,
 OUTLINING REQUIRED PARKING FOR ITC/SFRTA & PALM TRAN,
 REQUIRED PARKING FOR SEABOARD TRAIN STATION, AMTRAK,
 GREYHOUND, ETC. AND FINAL NUMBER OF SPACES ALLOCATED
 ONSITE.
  
 5. SITE DESIGN SHALL COMPLY WITH REQUIREMENTS OF SEC.
 94-113 LANDSCAPE AND STREETSCAPE REQUIREMENTS;
 SPECIFICALLY SIDEWALK WIDTH (MAINTAIN A MINIMUM
 CONTINUOUS 8 FT. CLEAR SIDEWALK PATH, 4FT. WIDE
 LANDSCAPE STRIP BETWEEN CURB AND SIDEWLAK, STREET TREES
 PLANTED ADJACENT TO CURB MAX. 30FT. ON CENTER,
 LIGHTING, IRRIGATION, ETC.) BUS AND SURFACE PARKING
 SPACES NEED TO PROVIDE 5FT. LANDSCAPE BUFFER AND HEDGES
 PLANTED AT TWO-FOOT TO THREE-FOOT INTERVALS AT A
 MAXIMUM HEIGHT OF 36 INCHES.
  
 6. PLEASE PROVIDE UPDATED NARRATIVE AND JUSTIFICATION
 STATEMENT OUTLINING THE PHASING OF OPERATIONS,
 CONSTRUCTION, ELIMINATION OF PARKING,
 OBLIGATIONS/AGREEMENTS, OFF-SITE PARKING PROPOSALS,
 ETC. THAT IMPACTS ITC RELOCATION AND SITE PLAN.
  
 7. PLEASE PROVIDE ALL LEASE AGREEMENTS, LETTERS OF
 APPROVAL, AND DOCUMENTATION BETWEEN CITY, TRANSIT
 VILLAGE, SFRTA, AND COUNTY FOR SEABOARD PROPERTY AND
 RELOCATION.
  
 8. SUPPLEMENTAL DOCUMENTATION AND ADDITIONAL ITEMS TO
 PROVIDE: UTILITY LETTERS, A TRAFFIC STUDY, UPDATED
 OPERATIONAL PLAN, AND STANDARDS FOR CODE COMPLIANCE FOR
 ALL APPLICABLE ELEMENTS OF: SITE PLAN REVIEW, DAC
 SPECIAL REVIEW, AND VARIANCE STANDARDS.
  
 9. IF SURFACE PARKING LOTS ARE TO BE SUBMITTED AS A
 SEPARATE SITE PLAN APPLICATION OR PERMITTING, PLEASE
 PROVIDE DIAGRAMS, EXHIBITS, OR DRAWINGS WHICH VERIFY
 THE CONDITIONS OF THESE PARKING LOTS, PARKING COUNTS,
 ETC. AS THESE LOTS FACILITATE PORTIONS OF THE ITC'S
 REQUIRED PARKING.
  
 10. ALL SUGGESTED IMPROVEMENTS TO SITE, HOW ARE THESE
 TO BE MAINTAINED, WHICH PARTY IS RESPONSIBLE FOR
 MAINTENANCE? SEPARATE DISCUSSIONS AND AGREEMENTS MAY BE
 WARRANTED TO CLARIFY RESPONSIBLE PARTIES.
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 [email protected] 822-1426

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