| Date |
Text |
| 2012-07-30 12:14:29 | PLEASE RESPOND TO ALL COMMENTS IN WRITING: |
| | 1. EXISTING DRIVEWAY APRONS MUST BE REMOVED AND AREAS |
| | RESTORED TO GRASS MEDIAN AND PROPER CURB. |
| | SHOW LOCATIONS. CITY STANDARD APRON DETAILS, SIDEWALK, |
| | CURB MUST BE INCLUDED IN PLANS, SEE LINK BELOW. |
| | AN OFFSITE PLAN MAY BE REQUIRED SHOWING EXTENTS OF |
| | PAVEMENT REPLACEMENT DUE TO ALL CITY CONNECTIONS AND |
| | DRIVEWAY REMOVALS. |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_STANDARDS.HTM |
| | 2. ROW PERMIT WILL BE REQUIRED BY CONTRACTOR TO PERFORM |
| | APRON WORK AND SEWER/WATERMAIN TIE-INS. SEE LINK BELOW |
| | TO ACCESS ROW PERMIT APPLICATION. |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| | EXISTING FIRELINE STUB NEEDS TO BE UTILIZED CUT AND |
| | CAPPED AT WATERMAIN. WOULD SUGGEST UTILIZING FOR A |
| | WATER SERVICE TO ASHLEY STORE OR FUTURE BUILDING. |
| | LOCATION OF PROPOSED WATER AND SEWER NEEDS TO BE SHOWN |
| | WITHOUT DOUBT AS TO LOCATION FROM MEP. |
| | 3. PROVIDE UNITY OF TITLE DOCUMENT. MAY PDF TO |
| | [email protected] |
| | 4. FUTURE 4,500 SF RETAIL BUILDING DOES NOT SHOW |
| | DUMPSTER AREA. |
| | 5. WATERMAIN SHOWN ON-SITE MUST BE PRIVATE. CITY WILL |
| | NOT OWN ANY WATERMAINS ONSITE. WATER LINE FOR ONSITE |
| | FIRE HYDRANTS MUST HAVE DCDA AT PROPERTY LINE. |
| | 6. (2) PROPOSED SEWER SERVICES SHOW CROSSING EXISTING |
| | CITY WATERMAIN. SPECIFY CLEARANCE. |
| | 7. A CLEAN-OUT IS REQUIRED BEFORE SEWER LINE (LATERAL) |
| | ENTERS BUILDING. |
| | 8. SHARED UTILITY AGREEMENT AND ACCESS AGREEMENT MUST |
| | BE IN PLACE. IF ONE OWNER THAN NOT REQUIRED. |
| | 9. EXISTING SEWER LATERAL FOR GOLD?S GYM MUST BE |
| | LOCATED AND CUT AND CAPPED AT MAIN. |
| | 10. VERIFY PARKING SPACE DETAIL AND HC SPACE DETAIL |
| | THAT MUST MATCH PLANNING AND ZONING REQ UIREMENT. |
| | 11. NOTES ON SHEET C1 CALL FOR PVC PIPE FOR WATERMAINS, |
| | CITY WILL NOT ACCEPT PVC FOR CITY OWNED WATERMAINS. |
| | 12. NO IRRIGATION METERS SHOWN, IT IS SUGGESTED THAT |
| | YOU INSTALL ONE TO SAVE SEWER FEES. |
| | 13. FDC MUST BE 150? MAX LENGTH FROM A CITY FIRE |
| | HYDRANT, A CITY FIRE HYDRANT MUST BE INSTALLED AT PALM |
| | BEACH LAKES BLVD ROW TO MEET YOUR DISTANCE. |
| | 14. STOP SIGNS AT LOCATIONS EXITING OUT TO PALM BEACH |
| | LAKES SERVICE DRIVE MUST ALSO DISPLAY RIGHT-TURN ONLY |
| | TO AVOID TRAFFIC TURNING LEFT UNTO ONE-WAY TRAFFIC. |
| | ADDITIONAL ONE-WAY SIGNS MAY BE REQUIRED TO GUIDE |
| | TRAFFIC. |
| | 15. PROVIDE STORM WATER CALCULATIONS. |
| | |
| | DRAINAGE |
| | ASHLEY FURNITURE (2121 PALM BEACH LAKES BLVD.) |
| | CIVIL PLANS BY SUNTECH ENGINEERING |
| | 1. DRAINAGE STRUCTURES NUMBERS 2 AND 9 USED TWICE. |
| | 2. AT CONTROL STRUCTURE NO. 9, THE VERTICAL DROP FROM |
| | THE SIDEWALK TO THE EDGE OF PAVEMENT IS NEARLY 1'. |
| | 3. IS IT THE INTENT OF THE EOR FOR THE 10' GRASS STRIP |
| | DEPICTED ON SECTION A-A TO HOLD WATER ( BOTTOM |
| | ELEVATION = 14.75; GRATE ELEVATION = 15.50)? |
| | 4. THE PRB DETAIL SHOULD SHOW THE BAFFLE CLOSED ON TOP |
| | AND OPEN ON THE BOTTOM. |
| | 5. SHOW VERTICAL CLEARANCES WHERE THE WATER MAINS CROSS |
| | THE STORM SEWER SYSTEM. |
| | 6. WATER QUALITY CALCULATIONS DO NOT INCLUDE A SAFETY |
| | FACTOR OF 2 FOR EXFILTRATION TRENCHES. |
| | 7. EXFILTRATION TEST RESULTS ARE NEEDED WITH THE WATER |
| | QUALITY CALCULATIONS. |
| | 8. PARKING SPACE DETAIL SHOWS 20' PARKING SPACE. |
| | SECTIONS SHOW PARKING SPACES OF 16' TO 19.5' |
| | |
| | |
| | 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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