Plan Review Details - Project Z17040017
Plan Review Stops For Project Z17040017
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 05-10-2017 Cont ID  
Sent By rbrown Date 05-10-2017 Time 12:06 Rev Time 0.00
Received By rbrown Date 05-10-2017 Time 12:06 Sent To  
Notes
2017-05-10 12:25:01DEVELOPMENT 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 PERMITTING.
  
 2. CHANGE OF OCCUPANCY AND CERTIFICATE OF OCCUPANCY.
 THE PROJECT DATA ON SHEET A0.0 CORRECTLY STATES THAT
 THE CLASSIFICATION OF WORK UNDER FLORIDA EXISTING
 BUILDING CODE, IS ALTERATION, LEVEL 3. WHEN SUBMITTING
 FOR PERMIT, PLEASE ALSO STATE THAT THIS IS A CHANGE OF
 OCCUPANCY TO ASSEMBLY GROUP A-2, RESTAURANT. A NEW
 CERTIFICATE OF OCCUPANCY WILL BE REQURED UPON
 COMPLETION OF THE WORK.
  
 3. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. PLEASE CONTACT JEFFREY ODOMS, UTILITIES O&M
 SUPERINTENDENT, PUBLIC UTILITIES DEPARTMENT, FATS OILS
 AND GREASE DIVISION, AT (561) 822-2172, OR BY EMAIL:
 [email protected]
  
 4. 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.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-05-2017 Cont ID  
Sent By mkhan Date 05-05-2017 Time 15:32 Rev Time 0.00
Received By mkhan Date 05-05-2017 Time 15:32 Sent To  
Notes
2017-05-05 15:35:39CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
  
 DATE: 05/05/2017
  
 Z17040017: 711 N. ROSEMARY AVE. - RESTAURANT/RETAIL
 REDEVELOPMENT (FSPR 17-10)
  
 THIS IS AN INITIAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS, AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE PLAN
 APPROVAL:
  
 1. SHOW ON THE SITE PLANS ADA ACCESSIBLE RAMPS ON THE
 SIDEWALK AT THE ENTRANCE AND EXIT /DRIVEWAY APPROACH;
  
 2. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER
 AND FIRE DEMAND; AND SANITARY SEWER FLOW FOR THE
 PROPOSED RESTAURANTS.
  
 3. PLANS DO NOT CLEARLY SHOW HOW THE BUILDING WILL BE
 SERVED FOR WATER, SEWER AND FIRE PROTECTION. PLEASE
 SUBMIT PLANS SHOWING ALL EXISTING UTILITIES IN THE
 VICINITY OF THE SITE AND LABEL THEIR SIZE AND
 MATERIALS. ALSO SHOW PROPOSED WATER, FIRE LINE AND
 SANITARY SEWER TO THE BUILDING FROM CONNECTION POINTS
 OF ANY AND ALL EXISTING PIPES.
  
 4. EXISTING WATER SERVICE CONNECTIONS/WATER METERS AND
 SANITARY SEWER SERVICES SERVING THE PROPERTY, IF NOT
 USED, ARE TO BE CUT AND CAPPED AT THE MAIN.
 DE-ACTIVATED/INACTIVE PIPELINES LARGER THAN 2-INCH
 DIAMETER SHALL BE REMOVED. PLEASE LABEL PIPE SIZE AND
 MATERIAL AND ADD NOTES TO THE UTILITY PLANS
 ACCORDINGLY.
  
 5. SHOW ON THE PLANS ANY EXISTING FIRE HYDRANT CLOSEST
 TO THE SITE AND ITS DISTANCE. ALL PROPOSED FIRE
 DEPARTMENT CONNECTIONS SHALL BE WITHIN 150 FEET OF A
 FIRE HYDRANT AND SHALL BE WITHIN AN EASEMENT WITHIN THE
 PROPERTY.
  
 6. ON THE LANDSCAPING PLAN, WHEN SUBMITTED IN THE NEXT
 REVIEW PHASE, SHOW LOCATIONS OF ALL WATER METERS,
 VALVES, CLEAN-OUTS, LIGHT POLES, ETC. ROOT BARRIERS MAY
 BE REQUIRED WHERE PLANTINGS ARE NEAR UNDERGROUND
 STORMWATER, SANITARY, OR POTABLE WATER LINES. ALSO
 CLEARLY INDICATE ALL EXISTING AND PROPOSED EASEMENTS ON
 THE LANDSCAPE PLAN;
  
 7. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN
 SUBMITTED IN THE NEXT REVIEW PHASE, THE SIGHT TRIANGLES
 FOR THE ALL VEHICULAR EXITS FROM THE SITE. (SECTION
 94-305E, CODE OF ORDINANCES);
  
 8. PLEASE SUBMIT ESTIMATES FOR THE SOLID WASTE
 COLLECTION YARDAGE AT THIS STAGE. AS PART OF THE FINAL
 DESIGN, THIS SOLID WASTE ESTIMATE WILL NEED TO BE
 VERIFIED TO VALIDATE APPROPRIATE NUMBER AND SIZE OF
 DUMPSTERS/GARBAGE RECEPTACLES.
  
 9. FOR SANITATION/GARBAGE COLLECTION CONTACT THE CITY'S
 PUBLIC WORKS DEPARTMENT. SUBMIT A LETTER OF APPROVAL
 FOR SANITATION PLANS, SIZE OF GARBAGE BINS AND LOCATION
 OF THE PROPOSED DUMPSTER ENCLOSURE FROM PETER BIENIEK,
 PUBLIC WORKS DIRECTOR PRIOR TO SITE PLAN APPROVAL.
 PLEASE INCLUDE THE CITY OF WEST PALM BEACH STANDARD
 DETAIL FOR THE DUMPSTER ENCLOSURE ON THE PLANS. MINIMUM
 DIMENSIONAL (E.G. THE GATE WIDTH MUST BE A MINIMUM OF
 12.5 FEET) REQUIREMENTS FOR THE ENCLOSURE ARE LISTED IN
 CODE OF ORDINANCES, SECTION 94-444(B) OF THE CODE OF
 ORDINANCES. CITY STANDARD DETAIL GC-8 MAY BE DOWNLOADED
 AT:
  
 HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEE
 RING-STANDARDS/
  
 10. PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING THE
 SOLID WASTE COLLECTION VEHICLE CAN ACCESS AND MANEUVER
 WITHIN THE SITE/PROPOSED DEVELOPMENT.
  
 11. A 5-FEET WIDE UTILITY EASEMENT WILL BE REQUIRED
 ALONG THE SOUTH PROPERTY LINE.
  
 AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, THE
 FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 12. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION
 WILL BE REQUIRED FROM THE ENGINEERING SERVICES
 DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION FORMS CAN BE DOWNLOADED FROM THE FOLLOWING
 WEBSITE LINK:
  
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 13. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK:
  
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 14. PAVEMENT RESTORATION WILL BE REQUIRED AND SHALL BE
 PER THE CITY STANDARD DETAILS (GC-9 AND P-4) IF ANY
 PROPOSED WATER AND SANITARY SEWER CONNECTION WORK IS
 PERFORMED WITHIN THE RIGHT-OF-WAY;
  
 15. FIRE HYDRANT FLOW TEST DATA FROM EXISTING FIRE
 HYDRANT WILL BE REQUIRED PART OF THE PLAN SUBMITTAL;
  
 16. ANY WATERLINE THAT HAS NOT BEEN USED FOR A WHILE
 SHALL REQUIRE BAC-T TESTING PRIOR TO CONNECTION FOR NEW
 SERVICE;
  
 17. IN THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
 THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
 BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW:
  
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 18. SUBMITTAL OF 'RIGHT-OF-WAY' PERMIT AND MAINTENANCE
 OF TRAFFIC (MOT) PLANS WILL BE REQUIRED FOR WORK WITHIN
 THE RIGHT-OF-WAY PRIOR TO PRE-CONSTRUCTION MEETING.
  
 MOSTAQUE KHAN, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1124 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 05-08-2017 Cont ID  
Sent By pleduc Date 05-08-2017 Time   Rev Time 0.00
Received By pleduc Date 05-08-2017 Time 13:26 Sent To  
Notes
2017-05-08 13:46:22THE 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.
  
 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 SHALL COMPLY WITH
 THE 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 THE PROJECT APPEARS TO BE ASSEMBLY CLASSIFICATIONS;
 HOWEVER, THE FFPC CLASSIFY'S ASSEMBLY (RESTAURANT)
 OCCUPANCIES LESS THAN 50 AS MERCANTILE. THERE MAY BE
 SOME SPEARATION RATINGS BETWEEN THE TWO OCCUPANCIES.
  
 ALL KITCHEN EQUIPMENT AND OPERATIONS SHALL COMPLY WITH
 NFPA 96, STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS.
 EXTINGUISHMENT AND VENTILATION SYSTEM SHOP DRAWINGS
 SHALL BE SUBMITTED SEPARATELY FOR APPROVAL. A MONITORED
 FIRE ALARM SYSTEM IS REQUIRED PER NFPA 101, CHAPTER 9.
  
 6. PLEASE REVIEW THE EXIT SEPARATION AS THEY APPEAR TO
 BE TOO CLOSE BASED ON THE REQUIREMENTS OF EXIT
 SEPARATION PER NFPA 101, CHAPTER 7, MEANS OF EGRESS.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE, PER THE FLORIDA FIRE PREVENTION CODE,
 AND WHETHER IT IS MIXED OR SEPARATED OCCUPANCY.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN.
  
 9. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 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.
  
 10. IT IS HIGHLY RECOMMENDED FOR ANY 24 EMERGENCY
 ACCESS BE PROVIDED WITH A KNOX BOX KEY SYSTEM.
  
 11. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 12. 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 05-09-2017 Cont ID  
Sent By rcaranci Date 05-09-2017 Time 10:47 Rev Time 0.00
Received By rcaranci Date 05-09-2017 Time 10:47 Sent To  
Notes
2017-05-09 10:48:20FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: 711 N ROSEMARY Z17040017
 MAY 9, 2017
  
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PLEASE PROVIDE AN OPEN SPACE DIAGRAM AND
 CALCULATIONS TO SHOW THE REQUIRED 12% OPEN SPACE TO
 MEET THE REQUIREMENTS FOR NWD-5. QUALIFYING OPEN SPACE
 MUST MEET THE DEFINITIONS FOUND IN SECTION 94-109, AND
 SHOW THAT IT MEETS THE REQUIRED VEGETATED AND CANOPY
 AREAS FOR EACH CATEGORY.
  
 2. PLEASE VERIFY THAT THE LANDSCAPE BUFFER ADJACENT TO
 THE RESIDENTIAL SUBDISTRICT TO THE WEST MEETS ALL
 REQUIREMENTS OF SECTION 94-113 (G).
  
 3. PLEASE CALCULATE THE REQUIRED NUMBER OF TREES,
 FLOWERING TREES, AND SHRUBS FOR THE PROPERTY BASED ON
 THE OPEN SPACE PROVIDED PER SECTION 94-113(E)(3). THE
 CALCULATIONS SHALL BE MADE USING THE REQUIREMENTS OF
 SECTION 94-442(B)(2)B. PLEASE SHOW THE NUMBER OF
 REQUIRED AND PROVIDED TREES AND SHRUBS.
  
 4. PLEASE ADD STREET TREES ALONG ROSEMARY AND 7TH
 STREET AS REQUIRED PER SECTION 94-113 (D). INCLUDE TREE
 GRATES, STRUCTURAL SOIL DETAIL AND LOCATION.
  
 5. PLEASE PROVIDE A SHADE OR FLOWERING TREE IN ALL
 TERMINAL ISLANDS OR LANDSCAPE AREAS ADJACENT TO EACH
 ROW OF PARKING PER SECTION 94-113 (F)(2). LIGUSTRUM IS
 NOT A SHADE TREE.
  
 6. PLEASE PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 7. PLEASE SHOW LOCATIONS OF WATER AND SEWER LINES THAT
 SERVICE THE BUILDING, LOCATIONS OF ABOVE GROUND VALVES,
 AND LOCATION OF DRAINAGE STRUCTURES ON THE LANDSCAPE
 PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
  
 8. PLEASE SHOW LOCATIONS AND PROVIDE SCREENING FOR ALL
 GROUND MOUNTED EQUIPMENT AND UTILITIES.
  
 9. PLEASE PROVIDE A ROOT BARRIER DETAIL AND SHOW
 LOCATIONS OF ROOT BARRIERS TO PROTECT INFRASTRUCTURE
 AND TREES FROM CONFLICTS. THIS INCLUDES WATER, SEWER,
 DRAINAGE, SIDEWALKS AND CURBS, AND ANY FIELD STRUCTURES
 THAT COULD BE IMPACTED BY TREE ROOTS.
  
 10. PLEASE PROVIDE THE TOTAL PERCENTAGE OF LANDSCAPE
 AREA.
  
 11. PLEASE REMOVE REFERENCE TO STONE AREAS IN PARKING
 LOT. GROUNDCOVER MAY BE USED IN PLACE OF SOD TO MEET
 THE LANDSCAPE REQUIREMENTS OF SECTION 94-
  
 12. PLEASE RECHECK THE CREDITS TAKEN ON THE FLORIDA
 FRIENDLY DESIGN OPTIONS CHART.
 ? HIGH, MEDIUM AND LOW WATER USAGE AREAS NOT DEFINED
 ? NO GRASS AREAS INDICATED, SO CANNOT ESTABLISH CREDIT
 ? 51% OF REQUIRED TREES NOT LOW WATER USE.
  
 13. DUMPSTER ENCLOSURE DOES NOT MEET LANDSCAPE
 SCREENING REQUIREMENTS ALONG THE WEST SIDE.
  
  
 CONDITIONS OF APPROVAL
  
 1. 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.
  
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop PARK PARKING
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Review Stop POLICE POLICE
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Review Stop PW PUBLIC WORKS
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Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-05-2017 Cont ID  
Sent By tward Date 05-05-2017 Time 11:14 Rev Time 0.00
Received By tward Date 05-05-2017 Time 11:16 Sent To  
Notes
2017-05-05 11:15:35THIS 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 ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP://
 WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER
 MITS-APPLICATIONS
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
 1. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
 AVAILABLE AT
 HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?.
 PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS
 WILL NOT IMPACT THE PROPOSED PROJECT.
  
 2. THE FREEBOARD REQUIREMENT FOR STRUCTURES IN A
 SPECIAL FLOOD HAZARD AREA IS ONE FOOT ABOVE BASE FLOOD
 ELEVATION. THE CITY COMMISSION WILL BE CONSIDERING
 RAISING THE FREEBOARD REQUIREMENT TO TWO FEET IN THE
 NEAR FUTURE.
  
 3. REVISE PAVING, GRADING AND DRAINAGE NOTES ON SHEET
 C-2 TO REFERENCE PALM BEACH COUNTY AND/OR CITY OF WEST
 PALM BEACH INSTEAD OF BROWARD COUNTY AND TOWN OF DAVIE.
  
 4. SUGGEST REVISING PGD NOTE C.9 (ON SHEET C-2) TO
 ADJUST VALVES, INLETS AND MANHOLE RIMS BEFORE FINAL
 LIFT OF ASPHALT IS APPLIED.
  
 5. THE CITY WILL NOT NEED A MYLAR COPY OF THE RECORD
 DRAWINGS (PROJECT CLOSE OUT NOTE C.2 ON SHEET C-2).
  
 6. LIST VERTICAL DATUM ON ALL ENGINEERING PLAN SHEETS.
  
 7. REVIEW THE PROPOSED DRAINAGE SYSTEM AND
 CORRESPONDING DETAILS:
 A. 12? STORM PIPE AT REAR OF BUILDING HAS INVERT
 ELEVATION OF 15.00. MITERED END SECTION AT NORTH END OF
 PIPE HAS INVERT ELEVATION OF 16.25. IS THE DESIGN
 INTENT TO HOLD WATER IN THE PIPE?
 B. SECTION B-B SHOWS A SWALE IN THE REAR OF THE
 BUILDING WITH SIDE SLOPES AS STEEP AS 3:1. THERE ARE
 DOORS THAT OPEN TO THE SWALE AREA.
 C. NORTHWEST CORNER OF THE PARKING LOT SHOWS PROPOSED
 SPOT GRADE OF 17.17. TOP OF CURB ELEVATION WILL BE
 17.67. CENTERLINE ELEVATION OF SWALE TO THE NORTH WILL
 BE BETWEEN 16.17 AND 15.91. SECTION A-A SHOWS THE SWALE
 CENTERLINE TO BE 3.15 FEET FROM THE BACK OF CURB. SWALE
 SIDE SLOPE CALCULATES TO BE AROUND 2:1 [=
 3.15/(17.67-16.17)], WHICH WILL BE DIFFICULT TO
 MAINTAIN.
 D. EXISTING GRADE ELEVATION ALONG NORTH PROPERTY LINE
 IS APPROXIMATELY 17.8 FEET. CENTERLINE ELEVATION OF
 SWALE TO THE SOUTH OF THE PROPERTY LINE WILL BE BETWEEN
 16.17 AND 15.91. SECTION A-A SHOWS THE SWALE CENTERLINE
 TO BE 3.15 FEET FROM THE NORTH PROPERTY LINE. SIDE
 SLOPE FROM SWALE INVERT TO PROPERTY LINE WILL BE LESS
 THAN 2:1 [= 3.15/(17.8-16.17)], WHICH WILL BE DIFFICULT
 TO MAINTAIN.
 E. SECTION A-A SHOWS AN EXISTING PIPE PARTIALLY ABOVE
 GRADE.
 F. DIMENSION CONFLICT ON SECTION A-A: SWALE DIMENSIONS
 ON RIGHT SIDE TOTAL 6.3 FEET WITHIN 10? WIDE UTILITY
 EASEMENT.
 G. YARD DRAINS #1 AND #2 CALLOUT GRATE ELEVATIONS OF
 17.32 FEET AND INVERT ELEVATIONS OF 15.00 FEET. THE
 YARD INLET DETAIL SHOWS 2.5 FEET MINIMUM VERTICAL
 DISTANCE BETWEEN GRATE ELEVATION AND PIPE INVERT.
  
 8. SUGGEST PUTTING LANDSCAPING INSTEAD OF BRICK PAVERS
 BETWEEN NORTH WALL OF BUILDING AND PARKING LOT.
 SUBTRACTING THE PARKING OVERHANG, THE SIDEWALK WILL BE
 AT MOST 2.6 FEET WIDE.
  
 9. PROVIDE A DETAIL OF TYPE ?D? MODIFIED CURB.
  
 10. INCLUDE CITY?S STANDARD DETAILS FOR WORK WITHIN THE
 RIGHT-OF-WAY.
  
 11. PUBLIC UTILITIES DEPARTMENT TO APPROVE THE EXPOSED
 SEWER DRAIN IN THE DUMPSTER PAD.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. PROVIDE A COPY OF THE SFWMD ERP FOR THIS PROPOSED
 DEVELOPMENT.
  
 3. PROVIDE DRAINAGE CALCULATIONS SIGNED AND SEALED BY A
 FLORIDA REGISTERED PROFESSIONAL ENGINEER DEMONSTRATING
 THE PROJECT IS PROVIDING WATER QUALITY TREATMENT IN
 ACCORDANCE WITH SFMWD CRITERIA AND POST DEVELOPMENT
 RUNOFF VOLUMES DO NOT EXCEED EXISTING CONDITIONS RUNOFF
 VOLUMES.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
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Notes
2017-05-09 07:52:201. VERTICAL DATUM NOT CALLED OUT ON PLANS.
 2. SITE PLANS SHOWS EXISTING ELEVATIONS NOT SHOWN ON
 SURVEY.
 3. THERE IS AN EXISTING SANITARY SEWER LINE ALONG THE
 SOUTH PROPERTY LINE NOT SHOWN. EASEMENT WILL BE
 REQUIRED.
 4. DUMPSTER ENCLOSURE DOES NOT MEET CITY STANDARD.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
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Notes
2017-05-08 17:07:201) THE PROPOSED 16' LONG SMALL CAR PARKING SPACES ARE
 NOT ALLOWED. REFERENCE
 SEC. 94-485. - GENERAL PROVISIONS
 SECTION (N)(1)(A) ? IF THE TOTAL PARKING REQUIREMENTS
 OF ANY USE OR STRUCTURE IS LESS THEN 20 SPACES, NO
 SMALL CAR SPACES ARE PERMITTED.
  
 2) SHEET C-3 ? THERE IS AN EXISTING STREET TREE GRATE
 THAT IS SHOWN TO BE RELOCATED. WHERE WILL THE STREET
 TREE GRATE BE RELOCATED?
 3) FOR THE VALLEY GUTTER CONSIDER UTILIZING A USF FRAME
 NO. 5106 AND GRATE 6149 INSTEAD OF FDOT TYPE S GUTTER
 INLET.
 4) PROVIDE CITY OF WEST PALM BEACH DETAILS FOR WORK IN
 RIGHT OF WAY SUCH AS DRIVEWAY.
  
Review Stop Z ZONING
Rev No 1 Status F Date 05-10-2017 Cont ID  
Sent By   Date 05-10-2017 Time   Rev Time 0.00
Received By kmartin Date 05-10-2017 Time 12:59 Sent To  
Notes
2017-05-10 13:00:16 
 1. SETBACK ON ROSEMARY AVENUE SHALL BE A MINIMUM OF 16
 FEET MEASURED FROM THE BACK OF THE CURB. THE AREA
 WITHIN THE SETBACK SHALL BE DESIGNED AS AN EXTENSION OF
 THE PUBLIC REALM. IT MAY NOT INCLUDE PARKING AREAS.
 2. COLUMNS ARE NOT ALLOWED WITHIN THE SETBACK, AWNINGS
 AND CANOPIES MAY BE USED INSTEAD.
 3. THE LANDSCAPING ADJACENT TO OUTDOOR SEATING SHALL BE
 RELOCATED TO THE BUILDING SIDE, MAINTAINING THE
 SIDEWALK PUBLIC.
 4. SETBACK ALONG THE WEST EDGE OF THE PROPERTY SHALL BE
 A MINIMUM OF 5 FEET. THE DUMPSTER SHALL BE RELOCATED.
 5. SETBACK ALONG 7TH STREET SHALL BE DESIGNED AS AN
 EXTENSION OF THE PUBLIC REALM WITH ADDITIONAL LANDSCAPE
 AREAS AND SEATING OPPORTUNITIES.
 6. LANDSCAPE PLANS SHALL SHOW EXISTING CONDITIONS
 WITHIN THE PROPERTY AND ADJACENT RIGHT-OF-WAYS.
 7. APPLICANT SHALL VERIFY WITH SANITATION THE TRASH
 PICKUP PLAN.
 8. DEAD-END PARKING REQUIRES A TURN-AROUND SPACE.
 9. LANDSCAPE AND STREETSCAPE REQUIREMENTS (SEC. 94-113)
 SHALL BE MET INCLUDING: STREET TREES, TREE GRATES,
 CURBS, ETC. SEE LANDSCAPING COMMENTS.
 10. A MINIMUM OF 12% OF THE LOT SHALL BE DESIGNATED AS
 A PRIVATE OPEN SPACE MEETING THE MINIMUM STANDARDS. A
 PAYMENT-IN-LIEU PROGRAM IS BEING PROPOSED BY THE CITY.
 11. PARKING STRIPING SHALL MEET CITY STANDARD AS SHOWN
 IN SEC 94-485, PROVIDE DETAILS.
 12. SIDEWALK ELEVATION SHALL BE MAINTAINED THROUGH CURB
 CUTS.
 13. PHOTOMETRIC PLAN SHALL INCLUDE ADJACENT SIDEWALK
 AREAS. EXISTING LIGHT POLES SHALL BE REPLACED TO MATCH
 CITY STANDARD, CHECK WITH ENGINEERING.
 14.COLOR ELEVATIONS SHALL BE INCLUDED WITH ALL FUTURE
 RESUBMITTALS.
 FOR MORE INFORMATION, CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT [email protected].
  
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