| Date |
Text |
| 2020-05-07 12:27:11 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. PROVIDE THE VERTICAL DATUM CONVERSION EQUATION ON |
| | THE SURVEY AND ENGINEERING PLANS. |
| | |
| | 2. PROVIDE REFERENCE TO VERTICAL DATUM AND CONVERSION |
| | EQUATION TO NGVD1929 ON EVERY SHEET WITH ELEVATION |
| | INFORMATION. |
| | |
| | 3. PBCHD ALLOWS LESSER MINIMUM SEPARATION DISTANCES |
| | BETWEEN WATER AND SANITARY SEWER MAINS THAN WHAT IS |
| | LISTED IN UTILITY CONNECTION NOTE #9 ON SHEET C-2. |
| | |
| | 4. ENVIRONMENTAL HEALTH NOTES (SHEET C-2) ERRATA: |
| | A. SFWMD INSTEAD OF SWFWMD IN NOTE #1 |
| | B. PALM BEACH COUNTY HEALTH DEPARTMENT INSTEAD OF WEST |
| | PALM BEACH COUNTY HEALTH DEPARTMENT |
| | |
| | 5. HISTORICAL RESOURCE NOTE #2 (SHEET C-2) ERRATA: PALM |
| | BEACH COUNTY INSTEAD OF BROWARD COUNTY |
| | |
| | 6. TRAFFIC CONTROL NOTES (SHEET C-2): REFERENCE FDOT |
| | STANDARD PLANS INSTEAD OF STANDARD INDEXES. |
| | |
| | 7. SHOW 10' UTILITY EASEMENT AND FPL EASEMENT ALONG THE |
| | NORTH PROPERTY LINE ON THE ENGINEERING PLANS AND |
| | LANDSCAPE PLANS (SEE SURVEY). |
| | |
| | 8. VERIFY SCALE BAR ON THE ENGINEERING PLANS. |
| | |
| | 9. VERIFY PROPERTY LINE IS CALLED OUT IN THE CORRECT |
| | LOCATION ON THE PROPOSED DRIVEWAY PROFILE ON SHEET C-9. |
| | |
| | 10. THE RUNOFF FROM THE SIDEWALK AND SIDESLOPE SHOWN |
| | FOR SECTION A-A, THE SIDESLOPES ON SECTIONS C-C AND D-D |
| | ON SHEET C-9 CANNOT DRAIN DIRECTLY ONTO THE ADJACENT |
| | PROPERTY. CREATE A SWALE TO COLLECT THE RUNOFF. THE |
| | SPREADER SWALE IN THE REAR OF THE PROPERTY CANNOT |
| | OVERFLOW ONTO THE ADJACENT PROPERTY. CONSIDER DIRECTING |
| | THE EXCESS RUNOFF TO 45TH STREET DRAINAGE SYSTEM. |
| | |
| | 11. THE BOTTOM ELEVATION OF 14.70 FT NAVD FOR THE |
| | SPREADER SWALE IS LOWER THAN THE SEASONAL HIGHWATER |
| | ELEVATION OF 14.87 FT NAVD SHOWN ON THE POND SECTION ON |
| | SHEET C-10. |
| | |
| | 12. STORMWATER MANAGEMENT SYSTEM IS TO BE DESIGNED TO |
| | MEET SFWMD ERP CRITERIA INCLUDING WATER QUALITY |
| | TREATMENT OF THE LARGER OF 1" OF RUNOFF OR 2.5" TIMES |
| | PERCENT OF IMPERVIOUSNESS AND PRE- VS. POST-DEVELOPMENT |
| | PEAK DISCHARGE. DRAINAGE CALCULATIONS WILL BE REVIEWED |
| | DURING ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 13. 45TH STREET IS MAINTAINED BY PALM BEACH COUNTY. |
| | COUNTY APPROVAL WILL BE REQUIRED FOR ANY WORK WITHIN |
| | THE ROAD RIGHT-OF-WAY. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | |
| | 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP PRIOR TO STARTING |
| | CONSTRUCTION. |
| | |
| | 4. SITE IS WITHIN THE JURISDICTIONAL LIMITS OF NPBCID |
| | AND AN APPROVAL LETTER FROM NPBCID WILL BE NEEDED PRIOR |
| | TO STARTING CONSTRUCTION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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