Plan Review Details - Project Z19030013
Plan Review Stops For Project Z19030013
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 04-09-2019 Cont ID  
Sent By rbrown Date 04-09-2019 Time 18:51 Rev Time 0.00
Received By rbrown Date 04-09-2019 Time 18:51 Sent To  
Notes
2019-04-09 18:55:47DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDINGS. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. 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.
  
 4. 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 SECTION
 R302 OF FLORIDA BUILDING CODE (RESIDENTIAL) SHALL BE
 VERIFIED.
  
 5. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 6. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS. FOR STREET ADDRESSING, CONTACT
 MICHAEL ORIO, GIS SUPPORT SPECIALIST, AT (561) 494
 1080, OR BY EMAIL: [email protected]
  
 7. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART IN PUBLIC PLACES (AIPP) ASSESSMENT. 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 1 Status F Date 04-02-2019 Cont ID  
Sent By rrossano Date 04-02-2019 Time   Rev Time 0.00
Received By rrossano Date 04-02-2019 Time   Sent To I
Notes
2019-04-02 07:57:47THE FOLLOWING PLANS ARE RELEVANT TO ANY PENDING SITE
 PLAN SUBMITTAL:
  
 PLEASE PROVIDE ENGINEERING PLANS. PLANS SHALL SHOW
 PROPOSED LOCATIONS AND DIMENSIONS OF ALL WATER,
 STORMWATER, AND SANITARY AND SEWER LINES, INCLUDING
 STUBS TO EACH PROPERTY LINE FOR WATER AND SANITARY
 SEWERS, THE MAKE AND MODEL OF ALL VALVES, METERS, AND
 OTHERS 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. ALL
 AVAILABLE ELEVATION SHALL BE SHOWN ON THE PROFILE VIEW.
 DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS. ADDITIONALLY,
 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.
  
 PLEASE PROVIDE SANITARY CLEANOUTS EVERY 75 FT.
  
 PLEASE SHOW MIN. VERTICAL CLEARANCES AT WATER/SEWER
 CROSSINGS.
  
 PLEASE PROVIDE DETAILED SWPPP INCLUDING CLEARLY SHOWN
 SILT FENCE, INLET PROTECTION (ONSITE AND ADJACENT
 ROADWAYS), ETC. PER BMPS.
  
 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:
 HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WPB_W
 EBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FULL-P
 ACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97B19
 60045731D3658206F27451722716EF
 THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 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.
  
 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.
  
 PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
  
 SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
  
 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.
  
 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:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 PROVIDE PROFILE VIEW OF ALL UTILITY CONFLICTS WITHIN
 CITY OF WPB RIGHT OF WAY.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 04-02-2019 Cont ID  
Sent By pleduc Date 04-02-2019 Time   Rev Time 0.00
Received By pleduc Date 04-02-2019 Time 12:38 Sent To  
Notes
2019-04-02 12:52:39THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 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; HOWEVER, THE FOLLOWING COMMENTS ARE
 PROVIDED FOR RESPONSE/CLARIFICATION PURPOSES:
  
 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(S) ADDRESS(ES) 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 SHALL COMPLY WITH
 THE 6TH 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,
 AND WHETHER THESE ARE APARTMENT BUILDINGS OR SINGLE
 FAMILY TOWNHOMES SEPARATED BY THE REQUIRED FIRE
 RESISTIVE CONSTRUCTION FEATURES.
  
 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.
  
 ANY NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
 OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
 ARRIVING EMERGENCY VEHICLES.
  
 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 FS 61G AND
 SUBMITTED WITH THE MASTER PLAN.
  
 10. IF APPLICABLE FOR APARTMENT BUIDLINGS, COMPLETE
 LIFE SAFETY PLANS SHALL BE PROVIDED.
  
 11. THE LAMBERT AVE TURNAROUND DOES NOT APPEAR TO MEET
 THE REQUIRED DIMENSIONS OF A FIRE LANE. FIRE LANES IN
 EXCESS OF 150 FEET SHALL PROVIDE A TURN AROUND AS
 PROVIDED FOR IN THE FOLLOWING TABLE AND GRAPHICS.
 CUL-DE-SAC SHOULD BE 96' WIDE WITH A 28' RADIUS.
  
 IS THERE ANY PROPOSAL TO IMPROVE THE EXISTING ROADWAY?
  
 CAN AN AUTOTURN BE PROVIDED USING STANDARD FIRE TRUCK
 DIMENSIONS THAT SHOW A TURNAROUND CAN BE ACCOMPLISHED?
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 13. 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 L LANDSCAPING
Rev No 1 Status F Date 04-08-2019 Cont ID  
Sent By rcaranci Date 04-08-2019 Time 13:23 Rev Time 0.00
Received By rcaranci Date 04-08-2019 Time 13:23 Sent To  
Notes
2019-04-08 13:24:47FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: RE-PLAT OF TOWNHOMES AT CONNISTON Z19030013
 APRIL 8, 2019
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
 1. THESE COMMENTS RELATE TO THE SITE PLAN EXAMPLE
 PROVIDED WITH THE REPLAT SUBMITTAL, AND MAY OR MAY NOT
 AFFECT THE PROPOSED PLAT LINES:
 ? THE SITE PLAN SHOWS DRIVEWAY PAVERS AND LANDSCAPE
 AREAS PAST THE REAR PROPERTY LINES OF SOME LOTS. SITE
 IMPROVEMENTS CANNOT BE CONSTRUCTED WITHIN THE ALLEY.
 ? THE PROPOSED SUBDIVISION WOULD CREATE INDIVIDUAL LOTS
 THAT WOULD BE REQUIRED TO MEET THE MINIMUM LANDSCAPE
 REQUIREMENTS FOR SINGLE FAMILY HOMES BASED ON THE LOT
 SIZE AND BUILDING COVERAGE.
 ? ALSO NOTE THAT THE FRONT YARD MUST MEET THE
 REQUIREMENTS OF 75% LANDSCAPE AREA PER SECTION
 94-482(A).
 THE APPLICANT NEEDS TO ACKNOWLEDGE THESE REQUIREMENTS.
  
Review Stop STORM STORMWATER
Rev No 1 Status P Date 04-08-2019 Cont ID  
Sent By tward Date 04-08-2019 Time 12:17 Rev Time 0.00
Received By tward Date 04-08-2019 Time 12:24 Sent To  
Notes
2019-04-08 12:19:18NO COMMENTS ON THE PROPOSED PLAT.
  
 PRELIMINARY COMMENTS FOR SITE PLAN:
 1. A MASTER DRAINAGE SYSTEM CONSISTING OF CATCH BASINS,
 EXFILTRATION TRENCHES, STORM PIPES AND IS PROPOSED FOR
 THE PROJECT. IT IS RECOMMENDED THE APPLICANT MEET WITH
 SFWMD REGARDING REQUIRED EASEMENTS AND THE LEGAL ENTITY
 TO BE IN PLACE TO OPERATE AND MAINTAIN THE MASTER
 DRAINAGE SYSTEM AFTER THE SYSTEM IS CONSTRUCTED.
  
 2. MASTER DRAINAGE SYSTEM TO BE DESIGNED TO SFWMD
 CRITERIA, INCLUDING WATER QUALITY TREATMENT AND OFFSITE
 DISCHARGE.
  
 3. ENGINEERING PLANS WILL BE NEEDED FOR SITE PLAN
 APPROVAL.
  
 4. VERTICAL DATUM TO BE LISTED ON ANY PLAN SHEET WITH
 ELEVATION DATA. THE CITY?S VERTICAL DATUM IS NGVD 1929.
 THE CITY HAS ALLOWED THE USE OF NAVD 1988 PROVIDED THE
 CONVERSION EQUATION TO NGVD 1929 IS PROVIDED ON THE
 SHEET(S).
  
 5. ADD THE VERTICAL DATUM CONVERSION EQUATION TO THE
 ALTA/NSPS LAND TITLE SURVEY.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 12-05-2019 Cont ID  
Sent By vnoel Date 12-05-2019 Time 07:12 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 04-08-2019 Cont ID  
Sent By vnoel Date 04-08-2019 Time 07:26 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2019-04-08 07:49:341. THE PLAT WILL NOT BE APPROVED UNTIL FINAL SITE PLAN
 AND ENGINEERING APPROVAL.
 2. ENGINEERING PLANS WILL NEED TO BE REVIEWED FOR ANY
 REQUIRED EASEMENTS.
 3. APPLICANT SHOULD CONSIDER A CONDOMINIUM WITH THE
 AMOUNT OF COMMON AREA BEING DISCUSSED.
 4. WHEN SUBMITTING FOR SITE PLAN APPROVAL, PLEASE SEE
 NEW REQUIREMENTS IN PLANNING DEVELOPMENT APPLICATION
 FOR ENGINEERING.
 5. DRIVEWAY MEDIANS SHOULD NOT ENCROACH INTO ALLEY.
 6. SHOW OPPOSITE SIDE OF ALLEY PAVEMENT AND
 IMPROVEMENTS.
 7. COMMON AREAS SHOULD BE CLEARLY DELINEATED.
 8. ALLEY WILL NEED TO BE REPAVED. HOW WILL STAGING BE
 HANDLED DURING CONSTRUCTION?
 9. LANDSCAPE PLAN WILL NEED TO BE REVIEWED FOR ANY
 UTILITY CONFLICTS.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 04-10-2019 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2019-04-09 16:14:30(REVISED 4/10/2019)
  
 1. DOCUMENT THE TRIP ASSIGNMENT FROM THE SITE ACCESS TO
 THE FIRST MAJOR THOROUGHFARE IN THE TRAFFIC STATEMENT.
 2. PROVIDE TPS LETTER FROM PALM BEACH COUNTY.
 3. PROVIDE UTILITY LETTERS.
 4. PROVIDE CIVIL AND LANDSCAPE PLANS.
 5. CITY CODE SECTION 94-342 REQUIRES THE ALLEYS TO BE
 AT LEAST 20 FEET WIDE. ALSO, CITY CODE SECTION
 94-485(J) INDICATES THAT IF PARKING STALLS ARE ACCESSED
 DIRECTLY FROM PUBLIC ALLEY AND EXISTING ALLEY WIDTH
 DOES NOT COMPLY WITH THE MINIMUM AISLE REQUIREMENTS
 (WHICH IS 24 FEET FOR 90-DEGREE PARKING), ADDITIONAL
 PARKING AISLE SHALL BE PROVIDED.
 6. THE PROPOSED DEVELOPMENT SHOULD NOT NARROW THE
 ALLEY.
 7. REMOVE GUEST PARKING ALONG THE ALLEY AND COUNT
 ON-STREET PARKING ON LAMBERT AVENUE TOWARDS GUEST
 PARKING REQUIREMENT.
 8. SHOW CURB CUTS, EDGE OF PAVEMENTS, AND DRIVEWAYS ON
 THE OPPOSITE SIDE OF LAMBERT AVENUE, CONNISTON ROAD AND
 THE ALLEY.
 9. INCLUDE PARKING REQUIREMENTS IN THE SITE DATA TABLE
 ON THE SITE PLAN.
 10. PROVIDE PEDESTRIAN CURB RAMP AT THE CORNER OF
 LAMBERT AVENUE AND CONNISTON ROAD.
 11. CONSIDER PROVIDING WIDER SIDEWALK ALONG LAMBERT
 AVENUE AND CONNISTON ROAD. SIDEWALK SHOULD BE A MINIMUM
 OF 5 FEET.
 12. DIMENSION THE ROADWAY WIDTH ON LAMBERT AVENUE,
 CONNISTON ROAD AND THE ALLEY.
 13. CONSIDER PROVIDING A LANDSCAPED CURB EXTENSION ON
 CONNISTON ROAD ON BOTH ENDS OF THE BLOCK ALONG THE SITE
 FRONTAGE.
  
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
Review Stop Z ZONING
Rev No 1 Status F Date 04-03-2019 Cont ID  
Sent By llouie Date 04-03-2019 Time 13:26 Rev Time 0.00
Received By llouie Date 04-03-2019 Time 13:26 Sent To  
Notes
2019-04-03 13:29:24PLAT COMMENTS:
  
  
 1.) ALL SHARED COMMON AREAS (I.E. THE COMMON WALKWAY ON
 LOTS 6 AND 7 AS SHOWN IN THE ATTACHED PRELIMINARY SITE
 PLAN) SHALL BE CALLED OUT IN THE PLAT DOCUMENT.
  
 2.) SHOW ALL PROPOSED EASEMENTS ON THE PROPERTY.
  
 3.) A NEW MAYOR WAS RECENTLY ELECTED FOR THE CITY.
 PLEASE CHANGE THE MAYOR'S SIGNATURE BLOCK TO "KEITH
 JAMES, MAYOR".
  
 4.) THE SCHOOL CAPACITY AVAILABILITY DETERMINATION
 (SCAD) LETTER FROM THE SCHOOL DISTRICT OF PALM BEACH
 COUNTY IS REQUIRED AT TIME OF PLATTING. PLEASE SUBMIT.
 [NOTE: COMPLETED SCAD FORM SIGNED BY CITY STAFF AND
 RETURNED TO THE APPLICANT ON 3/28/19]
  
  
 PRELIMINARY SITE PLAN COMMENTS:
  
 (THIS IS ONLY A PRELIMINARY REVIEW. A FORMAL REVIEW OF
 THE SITE PLAN WILL BE CONDUCTED WHEN A FORMAL SUBMITTAL
 OF THE SITE PLAN IS RECEIVED.)
  
 1.) A VARIANCE TO THE FRONT SETBACK FOR AT LEAST ONCE
 OF THE UNITS (UNIT 11) WILL BE REQUIRED.
  
 2.) THE "20' FRONT SB" IS NOT ACCURATELY DIMENSIONED.
  
 3.) ANY CHANGES MADE TO THE PLAT SHOULD ALSO BE
 REFLECTED IN THE SITE PLAN.
  
 4.) PLEASE NOTE THAT THE TRAFFIC PERFORMANCE STANDARDS
 (TPS) REVIEW LETTER, ISSUED BY THE PALM BEACH COUNTY
 TRAFFIC DIVISION MUST ACCURATELY REFLECT THE NUMBER OF
 PROPOSED UNITS. FOR THIS PROJECT, THE SITE PLAN
 PROPOSES 11 TOWNHOUSE UNITS; AND THE APPROVED TPS
 LETTER, ISSUED ON NOVEMBER 27, 2018, INDICATES APPROVAL
 FOR 12 UNITS. PLEASE ADDRESS FOR CONSISTENCY.
  
 5.) FOR THE ARCHITECTURAL ELEVATIONS. PLEASE PROVIDE
 DIMENSIONS IN THE FLOOR PLAN(S) AND ELEVATION SHEETS.
 HEIGHT OF THE BUILDING SHALL BE MEASURED FROM GRADE
 (NOT FF).
  
 6.) ALL ARCHITECTURAL PLANS SHALL BE SIGNED, DATED AND
 SEALED BY A FLORIDA LICENSED ARCHITECT.
  
  
 INSTRUCTIONS FOR SUBMITTAL
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF 15
 PAPER COPIES, ONE (1) REDUCED COPY IN 8.5 INCHES X 11
 INCHES AND ONE (1) SET IN 11 INCHES X 17 INCHES, AND AN
 ELECTRONIC COPY OF ALL PLANS. PLEASE NOTE THAT CHANGES
 ON THE RESUBMITTED PLANS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST.
  
 * IF PREVIOUSLY-ISSUED COMMENTS CONTINUE TO NOT BE
 SUFFICIENTLY ADDRESSED, THE APPLICANT WILL BE ASSESSED
 A RESUBMITTAL FEE. SUCH FEE WILL BE 20 PERCENT OF THE
 ORIGINAL APPLICATION FEE ($600).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE ANY
 QUESTIONS.
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