| Date |
Text |
| 2011-05-09 17:16:23 | FAILED: |
| | YOUR PAVING AND DRAINGE PLAN IS DEFFICIENT AND A |
| | SEPARATE SUBMITTAL WILL NEED TO BE MADE DIRECTLY TO |
| | ENGINEERING SERVICES DEPARTMENT. |
| | GO TO |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP |
| | GO TO |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/UPLOADS/2010-10-20 |
| | -16-37-34-DEVELOPMENTPERMITPACKAGE2011.PDF |
| | PRINT AND SUBMIT: |
| | #1 DEVELOPMENT APPLICATION COVER |
| | #2 STANDARD APPLICATION FOR DEVELOPMENT PERMIT FORM |
| | ALONG WITH |
| | 1. ENGINEERING PLANS - SIX (6) SETS OF SIGNED AND |
| | SEALED PLANS IN THE ORDER LISTED BELOW, ALONG WITH A |
| | LETTER DESCRIBING THE SUBMITTAL. |
| | A. COVER SHEET |
| | B. PAVING, GRADING, AND DRAINAGE PLANS |
| | C. PAVING, GRADING, AND DRAINAGE DETAILS |
| | F. OFFSITE IMPROVEMENTS (DRIVEWAY APRONS, SIDEWALKS, |
| | SERVICE RELOCATION/MODIFICATIONS, ETC) |
| | G. STORMWATER POLLUTION PROTECTION PLAN |
| | 2. DRAINAGE CALCULATIONS - 2 COPIES SIGNED AND SEALED |
| | (INCLUDE SURFACE WATER MANAGEMENT CALCULATIONS IN ACRES |
| | AND S.F.) |
| | A.IDENTIFY LOCATION ON OUTFALL OR CITY CONNECTION. IF |
| | NOT IN USE CITY WILL HAVE DEVELOPER/OWNER CAP AND |
| | ELIMINATE SUCH SERVICE. |
| | 3. ENGINEER'S COST ESTIMATE. |
| | |
| | TO: ENGINEERING SERVICES DEPARTMENT |
| | ATTENTION: MR. BRIAN MOREE, |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | |
| | SITE SPECIFIC COMMENTS: |
| | |
| | #1 EXISTING DRAINAGE WILL CONFLICT WITH NEW FOUNDATION. |
| | COMPARE C-1 AND S-3. |
| | |
| | #2 SITE DESIGN MUST RETAIN 1ST INCH OF RAINFALL BEFORE |
| | DISCHARGE AT A CONTROL ELEVATION. |
| | |
| | #3 SITE DOMESTIC WATER METER WILL REQUIRE A BACKFLOW. |
| | SITE POSES A CHALLENGE AS THE DOMESTIC METER GOES |
| | DIRECTLY INTO NORTH BUILDING WALL WITH NO GREEN AREA. A |
| | NEW TAP LOCATED WHERE BACKFLOW WILL BE JUST INSIDE THE |
| | PROPERTY FOLLOWING THE CITY METER MAY BE NEEDED. |
| | |
| | #4 SITE PAVING AND DRAINAGE DESIGN WILL NEED SPOT |
| | ELEVATION OF EXISTING AND PROPOSED SO THAT WATER IS |
| | RETAINED ON-SITE PRIOR TO DISCHARGE. |
| | |
| | #5 ANY PROPOSED STRUCTURE OR CATCH BASIN TOP MUST BE |
| | SHOWN IN DETAIL. |
| | |
| | #6 EXISTING 8" CAST IRON PIPE WILL BE ALLOWED IF |
| | CLEAN-OUTS AREA PROVIDED AT BENDS AND IF RE-ROUTED FROM |
| | UNDER THE BUILDING. |
| | |
| | #7 PROVIDE SIGNED AND SEALED DRAINAGE CALCULATIONS |
| | SUMMARY. |
| | |
| | #8 C-1 TRENCH DRAIN SHOWN ON SHEET C-1 CAN BE REMOVED |
| | IF LOCATED ON PRIVATE PROPERTY; OTHERWISE YOU WILL NEED |
| | AN FDOT UTILITY PERMIT TO REMOVE AND/OR MODIFY. |
| | |
| | #9 FLOOR PLAN PLUMBING PLAN P-1 SHOWS THE SEWER COMING |
| | OUT THE NORTH WALL, ASBUILTS IN OUR OFFICE REFLECT A |
| | SEWER LATERAL OFF S DIXIE HWY. (FIELD VERIFY). |
| | |
| | #10 SHOW CONNECTION OF ROOF DRAIN INTO STORM. ON THE |
| | PLANS IT DOES NOT CONNECT TO ANYTHING. |
| | |
| | # 11 PARKING LOT LAY-OUT DESIGN SHALL BE IN ACCORDANCE |
| | WITH THE ZONING ORDINANCE. PARKING STALLS AND AISLE |
| | DIMENSIONS MUST BE SHOWN ON DEVELOPMENT PLANS. ALL |
| | PARKING LOTS REGARDLESS OF SIZE SHALL PROVIDE FOR |
| | PROPER DRAINAGE. THE MINIMUM LONGITUDINAL GRADIENT |
| | (SLOPE) SHALL BE 0.4 PER CENT IN BOTH DIRECTIONS. ALL |
| | RUNOFF SHALL BE COLLECTED ON SITE, FOR PROVISIONS OF |
| | WATER QUALITY AND QUANTITY CONTROL, PRIOR TO DISCHARGE |
| | TO THE CITY'S DRAINAGE FACILITIES. |
| | |
| | # 12 WATER QUALITY RETENTION VOLUME CALCULATION: |
| | RETENTION OF THE 1ST INCH OVER THE PROJECT AREA OR 2.5 |
| | TIMES THE PERCENTAGE OF IMPERVIOUS AREA WILL NEED TO BE |
| | DOCUMENTED FOR WATER QUALITY PURPOSES. |
| | |
| | # 13 REVISE SHEET C-1 NOTES CALL OUT CITY OF MIAMI |
| | BEACH PUBLIC WORKS (NOTE 10) AND IT REFERENCES CITY OF |
| | WPB PUBLIC WORKS MANUAL. (NO SUCH THING) REFERE TO |
| | ENGINEERING SERVICES DEPARTMENT STANDARDS. |
| | |
| | ******************************************************* |
| | ********** |
| | GENERAL COMMENTS: |
| | EXISTING DEVELOPMENTS THAT PROPOSE ADDITIONAL |
| | STRUCTURES AND/OR PARKING FACILITIES FOR APPROVAL MUST |
| | PROVIDE STORMWATER MANAGEMENT AS REQUIRED ABOVE FOR THE |
| | NEW FACILITIES ONLY. HOWEVER, IT WILL BE THE |
| | RESPONSIBILITY AND A REQUIREMENT OF THE DEVELOPER'S |
| | ENGINEER TO DETERMINE AND CERTIFY THAT PROPOSED AND |
| | EXISTING FACILITIES TOGETHER WILL NOT ADVERSELY AFFECT |
| | THE SITE DRAINAGE, STATE AND/OR FEDERAL REGULATIONS AS |
| | A WHOLE OR THE EXISTING AND FUTURE WATER QUALITY |
| | RESULTING FROM ANY INCREASES TO THE EXISTING IMPERVIOUS |
| | AREAS OF THE SITE. |
| | |
| | EXISTING BUILDINGS WHICH HAVE PLUMBING DRAIN OUTLETS AT |
| | AN ELEVATION 12? OR LESS ABOVE THE GROUND SURFACE OF |
| | THE NEXT UPSTREAM MANHOLE, WHERE THE ELEVATION OF ANY |
| | FLOOR IS AT OR BELOW THE INVERT OF THE ADJACENT CITY |
| | SANITARY SEWER MAIN OR |
| | IS LESS THAN 12?ABOVE THE GROUND SURFACE OF THE NEXT |
| | UPSTREAM MANHOLE, OR WHERE A CONDITION EXISTS WHERE A |
| | PLUG IN THE CITY SANITARY SEWER MAIN WILL CAUSE THE |
| | HYDRAULIC GRADIENT TO RISE ABOVE THE LOWEST FLOOR |
| | LEVEL. |
| | |
| | CITY ORDINANCE 3132-98, SECTION 32-18(A): "...IT SHALL |
| | BE UNLAWFUL FOR ANY PERSON TO DIRECTLY OR INDIRECTLY |
| | DEPOSIT, DISCHARGE, SPILL, OR DUMP INTO ANY OF THE |
| | PUBLIC WATERS OR MUNICIPAL SEPARATE STORM SEWER SYSTEM |
| | WITHIN THE CITY, ANY SUBSTANCE OTHER THAN THAT COMPOSED |
| | ENTIRELY OF STORM WATER." AND, SECTION 32-18(C): "NO |
| | PERSON MAY MAINTAIN, USE OR ESTABLISH ANY DIRECT OR |
| | INDIRECT CONNECTION TO THE STORM WATER SYSTEM THAT |
| | RESULTS IN ANY DISCHARGE IN VIOLATION OF THIS |
| | ORDINANCE. THIS PROHIBITION IS RETROACTIVE AND APPLIES |
| | TO CONNECTIONS MADE IN THE PAST, REGARDLESS OF WHETHER |
| | MADE UNDER A PERMIT, OR OTHER AUTHORIZATION, OR WHETHER |
| | PERMISSIBLE UNDER LAWS OR PRACTICES APPLICABLE OR |
| | PREVAILING AT THE TIME THE CONNECTION WAS MADE." |
| | |
| | EXFILTRATION TRENCHES ARE DISCOURAGED BECAUSE THE |
| | EXFILTRATION THAT THEY PROVIDE ARE FOUND TO DECREASE |
| | WITH AGE, IF THEY ARE NOT PROPERLY MAINTAINED OR |
| | REPLACED WHEN THEY DO NOT PROVIDE THE SERVICES INTENDED |
| | BY THE DESIGN. HOWEVER, IF THE DEVELOPER'S ENGINEER, |
| | DEVELOPER AND/OR OWNER DETERMINES THAT EXFILTRATION |
| | TRENCHES ARE TO BE PROVIDED FOR WATER QUALITY OR |
| | QUANTITY, THEIR DESIGN MUST CONFORM TO THE METHODOLOGY |
| | OF SFWMD. SITE'S HYDRAULIC CONDUCTIVITY TEST REPORTS AT |
| | THE LOCATION OF THE PROPOSED TRENCH SHALL BE SUBMITTED |
| | TO THE CITY ENGINEER TOGETHER WITH THE CALCULATIONS; |
| | SITE DEVELOPMENTS THAT USE EXFILTRATION TRENCHES FOR |
| | BOTH, WATER QUALITY AND QUANTITY WITHOUT OVERFLOW |
| | CAPABILITIES MUST PROVIDE ENOUGH TRENCH CAPACITY TO |
| | HANDLE THE DIFFERENCE BETWEEN THE POST-DEVELOPMENT AND |
| | PRE-DEVELOPMENT RUNOFF. |
| | |
| | CHAPTER 62.302, F.A.C. EFFECTIVELY STATES THAT THE SITE |
| | IS NOT ALLOWED TO DISCHARGE ANY QUANTITY OF WATER THAT |
| | VIOLATES STATE WATER QUALITY STANDARDS. CITY ORDINANCE |
| | 3132-98, SECTION 32-18(A) STATES THAT IT IS A VIOLATION |
| | TO DISCHARGE ANYTHING EXCEPT STORM WATER INTO THE |
| | CITY'S MS4. THE CITY HAS THE AUTHORITY AND OBLIGATION |
| | TO ENFORCE THESE RESTRICTIONS. IF THE APPLICANT'S |
| | PROPOSED SYSTEM IS NOT PROVIDING SUFFICIENT WATER |
| | QUALITY TREATMENT (SO THAT ANY DISCHARGE IS FREE OF ALL |
| | BUT STORM WATER RUN-OFF), THEN APPLICANT MUST RE-DESIGN |
| | THE SYSTEM. |
| | |
| | ******************************************************* |
| | ********** |
| | MANUEL JULIAN GONZALEZ |
| | CONSTRUCTION SERVICE DEPARTMENT ENGINEERING REVIEW |
| | 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 |
| | |
| | |
| | |
