Plan Review Details - Permit 12090412
Plan Review Stops For Permit 12090412
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2012-11-19 Cont ID  
Sent By MGONZALE Date 2012-11-19 Time   Rev Time 1.00
Received By mgonzale Date 2012-11-19 Time   Sent To Z
Notes
2012-11-19 17:18:4511-19-2012 - ADDITIONAL INFORMATION HAS BEEN PROVIDED /
 REPLACEMENT OF PLAN ELEMENTS AS PER THE REQUEST OF
 ENGINEERING SERVICES.
 NEW PLANS WILL NOT LONGER USE THE ALLEYWAY TO ACCESS
 THE SITE AS PROPOSED ON JUNE 21,2011 PLANS.
  
 APPROVED AS-NOTED:
  
 #1 CITY OF WPB STANDARD DETAILS FOR PAVEMENT AND CURB
 (SEE ATTACHED).
  
 #2 PAVEMENT MATERIAL FOR OFF-SITE PARKING MUST BE A
 MINIMUM OF 1 1/2 INCH TYPE S-1 ASPHALTIC CONCRETE (TACK
 BETWEEN COURSES) WITH6" THICK LIMEROCK OR CRUSHED
 CONCRETE BASES SHALL BE TEN INCHES (10") THICK.
 LIMEROCK OF THE MIAMI FORMATION SHALL BE USED, HAVING A
 MINIMUM PERCENTAGE OF CARBONATES OF CALCIUM AND
 MAGNESIUM OF 70, UNLESS OTHERWISE APPROVED. CRUSHED
 CONCRETE SHALL HAVE A MAXIMUM SIZE OF 1". CWPB STANDARD
 DETAILS.
 (HTTP://WWW.WPB.ORG/ENGINEERING/ENG_STANDARDS.HTM)
 (SUBSTITUTION TO THIS MATERIAL WOULD BE 6" THICK
 CONCRETE 3000PSI WITH FIBER).
  
 #3 CURB/GUTTER
 ALL CURB ELEMENTS SHALL HAVE A FOUNDATION OR "PAD" WITH
 A MINIMUM LBR RATIO OF 70 AND SHALL BE
 AT LEAST 4" IN THICKNESS, EXTENDING 6" (MIN.) BEYOND
 THE EDGES OF THE CONCRETE, COMPACTED TO 98%
 OF MAXIMUM DENSITY, PER AASHTO T-180, UNLESS OTHERWISE
 APPROVED.
  
 #4 SITE AREA AS PER PLAN DIMENTIONS ARE AS FOLLOWS:
 TOTAL SITE AREA = 6,475.00 SF
 TOTAL BUILDING AREA 897.20 SF
 TOTAL IMPERVIOUS AREA = 758SF
 TOTAL PERVIOUS AREA = 4,819.80SF
  
 #5 ROW AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED
 WITH BAHIA GRASS OR ST. AUGUSTINE FLORATAM GRASS
 STANDARDS FOR CONSTRUCTION AND USE OF PUBLIC
 RIGHTS-OF-WAY AND EASEMENTS" AUTHORIZED BY ORDINANCE
 NUMBER 4198-09.
  
 #6 SIDEWALKS
 SIDEWALKS SHALL BE OF PORTLAND CEMENT CONCRETE, A
 MINIMUM OF 3,000 PSI, FOUR INCHES (4") THICK (FIBER),
 AND FIVE FEET (5.0') WIDE. SIDEWALKS SHALL EXTEND
 ACROSS DRIVEWAYS, AT WHICH LOCATIONS THEY SHALL
 HAVE A MINIMUM THICKNESS OF 6" (FIBER). ANY NECESSARY
 OBSTRUCTION SHALL BE PLACED SO AS TO MAINTAIN THE
 MAXIMUM CLEAR WIDTH AND MEET THE REQUIREMENTS OF THE
 AMERICANS WITH DISABILITIES ACT.
 SIDEWALKS SHALL BE MAINTAINED BY THE CITY. THE ABUTTING
 PROPERTIES SHALL MAINTAIN DRIVEWAYS,
 INCLUDING THE SIDEWALK SECTIONS.
 SIDEWALKS SHALL HAVE A TRANSVERSE SLOPE OF 2% PER FOOT
 DOWN TOWARD THE SWALE OR GUTTER AND SHALL
 BE GIVEN TRANSVERSE BROOM FINISH.
  
 RAMPS FOR PEOPLE WITH DISABILITIES SHALL BE PLACED AT
 ALL CORNER LEADING TO CROSSWALK.
  
 #7 OFF-SITE PARKING MUST BE STRIPPED USING 4" THICK
 STRIPES.
  
 #8 SOLID WASTE - WILL BE PICKED UP BY CURB SIDE PICKUP.
 OWNER WILL BE RESPONSIBLE TO SET GARBAGE BY THE CURB.
  
 #9 OWNER WILL OBTAIN A PLUMBING PERMIT TO INSTALL A
 DOMESTIC WATER REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR
 COMMERCIAL ESTABLISHMENT
 CWPB CODE SEC. 90-33. - REGULATION OF CROSS CONNECTION.
  
 #10 NOTED ON PLANS: "PARKING SPACES IN CITY OF WPB
 RIGHT-OF-WAYS WILL NOT BE ALLOCATED FOR EXCLUSIVE USE".
  
 #11 DETECTABLE WARNING: PROVIDE DETECTABLE WARNINGS IN
 ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT
 STANDARDS FOR TRANSPORTATION FACILITIES, SECTION 705.
 USE DETECTABLE WARNINGS CONSISTING OF MATERIALS
 INTENDED FOR EXTERIOR USE SUBJECT TO ROUTINE PEDESTRIAN
 TRAFFIC AND OCCASIONAL VEHICULAR TRAFFIC. USE
 DETECTABLE WARNINGS WITH SIZE AND PATTERN SHOWN IN THE
 PLANS COMPRISED OF TRUNCATED DOMES ALIGNED IN PARALLEL
 ROWS IN ACCORDANCE WITH THE DESIGN STANDARDS, INDEX NO.
 304. DO NOT USE DETECTABLE WARNINGS WITH A DIAGONAL
 PATTERN.
  
 #12 FINAL INSPECTION AND ACCEPTANCE:
 AFTER CONSTRUCTION IS COMPLETED AND ALL CERTIFICATIONS,
 RECORD DRAWINGS AND OTHER REQUIREDDOCUMENTS HAVE BEEN
 SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT, THE
 PERMITTEE SHALL REQUEST A FINAL INSPECTION OF THE
 PROJECT. THE ENGINEERING SERVICES DEPARTMENT AND ALL
 OTHER INTERESTED PARTIES SHALL JOINTLY PERFORM SUCH
 INSPECTION TO DETERMINE THE ACCEPTABILITY OF THE
 PROJECT FOR MAINTENANCE. FOLLOWING THE INSPECTION, ANY
 NOTED DEFECTS WILL BE CORRECTED BY THE PERMITTEE, THIS
 WILL MARK THE START OF THE ONE-YEAR WARRANTEE PERIOD.
  
 MANUEL JULIAN GONZALEZ
 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
  
  
  
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2012-10-24 Cont ID  
Sent By MJG Date 2012-10-24 Time   Rev Time 3.00
Received By mgonzale Date 2012-10-24 Time   Sent To I
Notes
2012-10-24 12:48:4110-24-2012 COMMENTS FOR 1120 13TH STREET - NOTE: PLEASE
 RESPOND TO COMMENTS IN WRITING.
  
 #1 SITE PARKING EXTENDS OUT INTO 15 FOOT PLATTED
 ALLEYWAY (YOUR LOT IS APPROXIMATELY 120 FEET IN LENGTH
 AND THE PLAN VIEW MEASURE 128 FEET).
  
 #2 PRIVATE PARKING AND ADA PARKING SPACE MUST REMAIN
 ON-SITE AND NOT OUT INTO THE 15 FOOT ALLEY (P.B. 10, PG
 32 & P.B. 25, PG 204).
  
 #3 TRAFFIC FROM YOUR SITE PARKING WILL HAVE A 7 FEET
 WIDE AREA (PL TO EXISTING POLE) TO EXIT AND ENTER THE
 PARKING. YOUR PARKING REQUIRES TWO WAY TRAFFIC WHICH
 REQUIRES A 24 FEET WIDE DRIVE ISLE. 24 FEET DRIVE ISLES
 WILL REQUIRE A CONCRETE APRON EXITING TO CARVER STREET.
 SEE CITY OF WPB STANDARD GC-6.
  
 #4 PLAN VIEW ON SHEET CVR OF 5 DOES NOT CALL OUT
 PROPERTY LINES OR LOT DIMENSIONS.
  
 #5 SUPPLY DIMENSION TO EXISTING ALLEYWAY AND LOCATE
 POLE.
  
 #6 SUPPLY ALLEYWAY IMPROVEMENTS, PAVING AREA
 DIMENSIONS, ETC. (ONLY ADDRESS WITH PAVEMENT THE AREA
 INTENDED FOR USE).
  
 #7 PARKING ALONG 13TH STREET AND CARVER STREET WILL
 HAVE TO BE DIMENSIONED AND DESIGNED PER CITY OF WPB
 RIGHT-OF-WAY STANDARDS. (PROVIDE ON THE PLAN CITY OF
 WPB STANDARD DETAILS FOR PAVEMENT AND CURB). THESE CAN
 BE OBTAINED FROM CITY OF WPB ENGINEERING WEB SITE.
  
 #8 SHOW ON PLANS EXISTING POWER POLE LOCATION LOCATED
 AT SOUTH EAST CORNER OF LOT IN ALLEY. THESE POLES WILL
 ARE IN THE WAY OF YOUR 5 FEET TURN OUT BACKING SPACE
 REQUIRED FOR VEHICLES TO EXIT. PROVIDE POLE RELOCATION
 PLAN IF APPLICABLE AND POLE OWNERSHIP INFORMATION.
  
 #9 5 FOOT WIDE SIDEWALKS WILL ALSO BE REQUIRED AS PART
 OF YOUR OFF-SITE PARKING AND ACCESS.
 CWPB PLANNING ACCESSIBILITY AND STANDARDS FOR
 CONSTRUCTION AND USE OF PUBLIC RIGHTS-OF-WAY AND
 EASEMENTS" AUTHORIZED BY ORDINANCE NUMBER 4198-09.
  
 #10 PAVEMENT FOR ALLEYWAY AND OFF-SITE PARKING MUST BE
 A MINIMUM OF 1 1/2 INCH TYPE S-1 ASPHALTIC CONCRETE
 (TACK BETWEEN COURSES). LIMEROCK OR CRUSHED CONCRETE
 BASES SHALL BE TEN INCHES (10") THICK. LIMEROCK OF THE
 MIAMI FORMATION SHALL BE USED, HAVING A MINIMUM
 PERCENTAGE OF CARBONATES OF CALCIUM AND MAGNESIUM OF
 70, UNLESS OTHERWISE APPROVED. CRUSHED CONCRETE SHALL
 HAVE A MAXIMUM SIZE OF 1". CWPB STANDARD DETAILS
 (HTTP://WWW.WPB.ORG/ENGINEERING/ENG_STANDARDS.HTM)
  
 #11 DRAINAGE: PROVIDE PERVIOUS AND IMPERVIOUS AREA
 CALCULATION FOR SITE.
 (STORMWATER RUNOFF FOR DEVELOPMENT WITHIN DEVELOPED
 AREA MUST MEET THE FOLLOWING LEVEL OF SERVICE
 STANDARDS: (A) WATER QUANTITY: POST-DEVELOPMENT RUN-OFF
 SHALL NOT EXCEED PRE-DEVELOPMENT RUNOFF RATES FOR THE
 ENTIRE DEVELOPMENT. (B) WATER QUALITY: THE TREATMENT OF
 POST-DEVELOPMENT RUNOFF FROM THE SITE MUST ENSURE THAT
 RECEIVING WATER QUALITY CRITERIA ESTABLISHED IN CHAPTER
 17-302, SECTION 17-302.500, F.A.C. ARE MAINTAINED.)
 THE CITY OF WPB REQUIRES THAT APPLICANT ABIDE BY SOUTH
 FLORIDA WATER MANAGEMENT DRAINAGE CRITERIA AS FOLLOWS:
 APPLICANTS TREAT FIRST INCH OF RUNOFF WATER OR 2 ?
 TIMES THE IMPERVIOUS AREA (EXCLUDING BUILDING AREA),
 WHICHEVER IS GREATER.
 (THIS CRITERIA ALSO COMPLIES WITH PERFORMANCE STANDARDS
 ESTABLISHED IN CHAPTER 17-25, F.A.C., WITH TREATMENT OF
 THE FIRST INCH OF RUN-OFF ONSITE TO MEET WATER QUALITY
 STANDARDS REQUIRED BY CH. 17-302, SECTION 17-302.500,
 F.A.C. STORMWATER DISCHARGE FACILITIES MUST BE DESIGNED
 SO AS NOT TO DEGRADE THE RECEIVING WATER BODY BELOW THE
 MINIMUM CONDITIONS NECESSARY TO ASSURE THE SUITABILITY
 OF WATER FOR THE DESIGNATED USE AS ESTABLISHED IN
 CHAPTER 17-302, F.A.C.)
  
 #12 ROW AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED
 WITH BAHIA GRASS OR ST. AUGUSTINE FLORATAM GRASS
 STANDARDS FOR CONSTRUCTION AND USE OF PUBLIC
 RIGHTS-OF-WAY AND EASEMENTS" AUTHORIZED BY ORDINANCE
 NUMBER 4198-09.
  
 #13 OFF-SITE DESIGN MUST CONSIDER LINE OF SITE AT
 INTERSECTION AND MINIMUM PARKING CLEARANCE DIMENSIONS
 FROM INTERSECTION.
 CWPB PLANNING CODE.
  
 #14 OFF-SITE DESIGN WILL REQUIRE A FLORIDA PROFESSIONAL
 ENGINEER WHO WILL DESIGN AND CERTIFY CONSTRUCTION TO
 CITY OF WPB.
 CWPB ENGINEERING STANDARDS
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_STANDARDS.HTM
  
 #15 DROP OFF AREA WOULD REQUIRE A R.O.W. PERMIT WITH
 THE CITY OF WPB ENGINEERING DEPARTMENT FOR ITS LIMITED
 OPERATIONAL USE. OWNER MUST BE IDENTIFIED IN YOU
 OFF-SITE DESIGN AND MUST INCLUDE TRAFFIC COUNT AND
 HOURS OF OPERATION. IF ALLOWED, DROP OFF AREA LOCATED
 IN THE CITY OF WEST PALM BEACH RIGHT OF WAY MUST MEET
 CITY OF WPB PAVEMENT REQUIREMENTS: 1 1/2 INCH TYPE S-1
 ASPHALTIC CONCRETE (TACK BETWEEN COURSES). LIMEROCK OR
 CRUSHED CONCRETE BASES SHALL BE TEN INCHES (10") THICK.
 LIMEROCK OF THE MIAMI FORMATION SHALL BE USED, HAVING A
 MINIMUM PERCENTAGE OF CARBONATES OF CALCIUM AND
 MAGNESIUM OF 70, UNLESS OTHERWISE APPROVED. CRUSHED
 CONCRETE SHALL HAVE A MAXIMUM SIZE OF 1".
 CITY OF WPB STANDARD GC-5.
 STANDARDS FOR CONSTRUCTION AND USE OF PUBLIC
 RIGHTS-OF-WAY AND EASEMENTS" AUTHORIZED BY ORDINANCE
 NUMBER 4198-09.
  
 #16 ENCLOSED I HAVE INCLUDED ADA ACCESSIBLE PARKING
 DETAIL SO THAT YOU MAY REVISE YOUR DETAIL OR REPLACE.
 CWPB PLANNING CODE.
  
 #17 PARKING AREAS DOES NOT SHOW WHEEL STOPS OR CURB.
 CWPB PLANNING CODE.
  
 #18 OFF-SITE DESIGN MUST INCLUDE A PAVEMENT MARKING
 PLAN.
 STANDARDS FOR CONSTRUCTION AND USE OF PUBLIC
 RIGHTS-OF-WAY AND EASEMENTS" AUTHORIZED BY ORDINANCE
 NUMBER 4198-09.
  
 #19 OFF-SITE PLAN MUST ALSO IDENTIFY GRADE SLOPES AND
 DRAINAGE.
 STANDARDS FOR CONSTRUCTION AND USE OF PUBLIC
 RIGHTS-OF-WAY AND EASEMENTS" AUTHORIZED BY ORDINANCE
 NUMBER 4198-09.
  
 #20 SOLID WASTE - HOW WILL SOLID WASTE BE HANDLED.
 CWPB PLANNING CODE. ; DESCRIBE WHERE TRASH WILL BE
 PICKED UP.
  
 #21 PROVIDE LOCATION OF DOMESTIC WATER REDUCED PRESSURE
 PRINCIPLE ASSEMBLY FOR COMMERCIAL ESTABLISHMENT
 CWPB CODE SEC. 90-33. - REGULATION OF CROSS CONNECTION.
  
 #22 PROVIDE SIGNED AND SEALED SITE PLAN AND DEVELOPMENT
 PLAN BY APPROPRIATE PROFESSIONAL (THE SUBMITTED PLANS
 ARE "SIGNED AND SEALED FOR STRUCTURE ONLY")
  
 #23 PROVIDE F.F.E. (FINISH FLOOR ELEVATION) ON PLAN.
 CWPB ORDINANCE 3132-98, SECTION 32-18(A)
  
 #24 NOTE ON PLANS: "PARKING SPACES IN CITY OF WPB
 RIGHT-OF-WAYS WILL NOT BE ALLOCATED FOR EXCLUSIVE USE".
  
  
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2012-09-18 Cont ID  
Sent By mgonzale Date 2012-09-18 Time   Rev Time 0.50
Received By mgonzale Date 2012-09-18 Time   Sent To  
Notes
2012-09-18 12:21:22OFF-SITE IMPROVEMENTS REQUIRES PLAN AND PLAT REVIEW
 PROCESS.
  
 CONTACT:
  
 MANUEL JULIAN GONZALEZ
 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
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-11-26 Cont ID  
Sent By mdekle Date 2012-11-26 Time   Rev Time 0.00
Received By mdekle Date 2012-10-12 Time 14:45 Sent To  
Notes
2012-10-12 14:46:18INCOMING SENT TO ZONING BOX. JW
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-09-25 Cont ID  
Sent By mdekle Date 2012-09-25 Time   Rev Time 0.00
Received By mdekle Date 2012-09-19 Time 10:23 Sent To  
Notes
2012-09-19 10:23:16TO ZONING
  
Review Stop Z ZONING
Rev No 2 Status P Date 2012-11-26 Cont ID  
Sent By mdekle Date 2012-11-26 Time   Rev Time 0.00
Received By mdekle Date 2012-10-15 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2012-09-25 Cont ID  
Sent By mdekle Date 2012-09-25 Time   Rev Time 0.00
Received By mdekle Date 2012-09-19 Time 16:55 Sent To  
Notes
2012-09-25 09:14:20THE APPLICANT MUST SUMBIT A PLAN DEPICTING THE PROPOSED
 WORK AND COMPLIANCE WITH THE CITY'S CODE PROVISIONS.


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