| Date |
Text |
| 2023-03-08 09:48:10 | 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. THE CITY'S OFFICIAL VERTICAL DATUM PER CITY CODE IS |
| | NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF |
| | THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929 |
| | IS PROVIDED. ON EVERY SHEET WITH ELEVATION INFORMATION, |
| | LIST THE VERTICAL DATUM REFERENCE AND THE CONVERSION |
| | EQUATION TO NGVD1929 IF DIFFERENT FROM NGVD1929. THE |
| | SURVEY AND THE COVER SHEET OF THE ENGINEERING PLANS |
| | LIST NAVD1988. THE OTHER ENGINEERING PLANS LIST |
| | NGVD1929. |
| | |
| | 2. CHECK THE LISTED SCALES ON THE ENGINEERING PLANS. |
| | THE PLANS LIST 1 INCH = 40 FEET BUT THE SCALE MAY |
| | ACTUALLY BE 1 INCH = 30 FEET. |
| | |
| | 3. PROVIDE WHEEL STOPS IN THE ADA PARKING LOT. |
| | |
| | 4. LABEL EXISTING UTILITIES (SIZE AND MATERIAL) LOCATED |
| | ONSITE AND IN THE RIGHT OF WAY. |
| | |
| | 5. IDENTIFY WHO WILL RESPONSIBLE TO MAINTAIN THE |
| | ON-STREET BUS BAY AND DRAINAGE SYSTEM. |
| | |
| | 6. CONFIRM THERE IS AN EXISTING PIPE CONNECTION EAST OF |
| | CB#16053 (OUTSIDE THE NORTHEAST CORNER OF THE ADA |
| | PARKING LOT). |
| | |
| | 7. STRUCTURE LABEL CUTOFF BY TOP OF VIEW PORT ON SHEET |
| | C-04. |
| | |
| | 8. SECTION B-B CALLS OUT FOR 8 FT WIDE SIDEWALK NEXT TO |
| | THE ON-STREET BUS BAY. THE SIDEWALK WIDTH SCALES 8.7 FT |
| | BETWEEN BACK OF CURBS IN PLAN VIEW AT THE B-B SECTION |
| | SYMBOL. THERE IS A LABEL IN THE AREA CALLING OUT FOR 8 |
| | FT SIDEWALK. |
| | |
| | 9. SECTION C-C CALLS OUT FOR 8 FT WIDE SIDEWALK NEXT TO |
| | THE ON-STREET BUS BAY. THE SIDEWALK WIDTH SCALES 8.7 FT |
| | BETWEEN BACK OF CURBS IN PLAN VIEW AT THE C-C SECTION |
| | SYMBOL. THERE IS A LABEL IN THE AREA CALLING OUT FOR 8 |
| | FT SIDEWALK. |
| | |
| | 10. SECTION D-D CALLS OUT 2-FT LANDSCAPE STRIP AND 6-FT |
| | CONCRETE SIDEWALK NEXT TO THE ON-STREET BUS BAY. IS THE |
| | LANDSCAPE STRIP THE TREE ISLANDS? THE CONCRETE SIDEWALK |
| | SCALES 9 FEET BETWEEN THE BACK OF CURBS AT THE SECTION |
| | D-D SYMBOL IN PLAN VIEW. LABEL IN THE AREA CALLS FOR |
| | 8.33 FEET CONCRETE SIDEWALK. |
| | |
| | 11. INDICATE WHAT IS TO HAPPEN TO YARD DRAIN #17655 |
| | (OUTSIDE NORTHEAST CORNER OF THE BUILDING) AND ANY |
| | OTHER YARD DRAINS WITHIN THE CONSTRUCTION AREA. DO THEY |
| | NEED TO BE RELOCATED INTO THE REMAINING NON-VEHICULAR |
| | AREAS? |
| | |
| | 12. LABEL THE CONTROL STRUCTURE(S). NOTE THE CITY DOES |
| | NOT ALLOW BLEEDERS WITH EXFILTRATION TRENCHES. |
| | |
| | 13. REPLACE THE CITY'S STANDARD DETAILS WITH THE LATEST |
| | VERSIONS. |
| | |
| | 14. ON SHEET C-06, IF THE VERTICAL DATUM IS NAVD1988, |
| | LABEL THE CORRESPONDING ELEVATIONS ON THE EXFILTRATION |
| | TRENCH DETAIL (CURRENTLY LISTED IN RELATION TO NGVD). |
| | NOTE SOME EXFILTRATION PIPES ARE LISTED WITH INVERT |
| | ELEVATIONS ON THE DRAINAGE PLANS THAT ARE DIFFERENT |
| | THAN THE PIPE INVERT ELEVATION ON THE EXFILTRATION |
| | TRENCH DETAIL. |
| | |
| | THE PROPOSED MANHOLE EAST OF CB#16053) APPEARS TO |
| | CONFLICT WITH UNDERGROUND ELECTRICAL UTILITY. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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