| Date |
Text |
| 2012-11-19 17:18:45 | 11-19-2012 - 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 |
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