| Date |
Text |
| 2022-07-14 10:34:16 | 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 DIMENSIONS FOR THE SECTION B-B AND E-E. SHOW |
| | SLOPE ARROWS FOR THE SIDEWALKS AND ROAD ON SECTION E-E. |
| | |
| | 2. PROVIDE SECTIONS ALONG THE NORTH PARCEL LINE. ONE |
| | SECTION AT THE FACE OF GARAGE TO WITHIN THE WAWA SITE. |
| | ONE SECTION THROUGH THE PARKING SPACE WEST OF THE |
| | HANDICAP PARKING FROM THE FACE OF THE HOTEL TO THE BACK |
| | OF CURB OF THE WAWA PARKING. SHOW PARCEL/PROPERTY LINE, |
| | DIMENSIONS, SURFACE FEATURES, BREAKPOINTS, ETC. |
| | |
| | 3. CAN THE EXFILTRATION TRENCH WITHIN THE GARAGE BE |
| | RELOCATED TO THE SURFACE PARKING? IT MAY BE MORE |
| | DIFFICULT TO REPLACE THE EXFILTRATION TRENCH WITHIN THE |
| | GARAGE WITH THE TRENCH SYSTEM LOSES IT DISPOSAL |
| | CAPACITY IN THE FUTURE. |
| | |
| | 4. IDENTIFY WHAT CHANGES ARE PROPOSED OUTSIDE THE HOTEL |
| | PARCEL. THERE IS A CONCRETE PATH SHOWN ON SECTION A-A |
| | (SHEET C-04) ON THE CURRENT HOTEL SUBMITTAL SET. THIS |
| | 10 FT STABILIZED ACCESS DOES NOT APPEAR ON THE PLANS |
| | FOR RIVERSTONE. THERE ARE ALSO MULTIPLE DRAINAGE PIPES |
| | GOING INTO THE RETENTION AREA SOUTH OF RIVERSTONE SHOWN |
| | ON THE CURRENT HOTEL PLAN SET THAT ARE NOT SHOWN ON THE |
| | RIVERSTONE SET PLANS. |
| | |
| | 5. THE 17.50 SPOT GRADE SHOWN BELOW THE CALLOUT FOR |
| | DRAINAGE STRUCTURE NO. 10 APPEARS TO BE FOR THE TOP OF |
| | CURB. VERIFY THE PAVEMENT SLOPE IN FRONT OF THE DOUBLE |
| | DOORS IS WHAT IS INTENDED. |
| | |
| | 6. DETAIL 10 CONTROL STRUCTURE (CS-01) ? EXPLAIN WHAT A |
| | CPM BAFFLE IS. |
| | |
| | 7. THE SWPPP PLAN MAY NEED TO BE MODIFIED TO ALLOW |
| | ACCESS TO THE RIVERSTONE SITE. THE SOIL TRACKING |
| | PREVENTION STRIP WILL NEED TO BE RELOCATED IF IT IS |
| | LOCATED IN THE SHARED ROADWAY. |
| | |
| | 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 MODIFICATION 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) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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