| Date |
Text |
| 2012-10-24 12:48:41 | 10-24-2012 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". |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
