| Date |
Text |
| 2022-09-08 12:49:38 | 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 IS NGVD1929. THE |
| | CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE |
| | CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION |
| | IS PROVIDED. PROVIDE VERTICAL DATUM CONVERSION TO |
| | NGVD1929 ON THE SURVEYS. SEVERAL OF THE SURVEYS LIST |
| | NAVD1988 AS THE VERTICAL DATUM BUT THERE MAY NOT BE |
| | ELEVATION DATA ON THE SURVEYS. |
| | |
| | 2. PROVIDE SCALE BAR ON THE ARCHITECTURAL PLANS. THE |
| | LISTED SCALES (1/8? = 1 FEET) ON THE FLOOR PLANS |
| | (SHEETS A2.1, A2.2, ETC.) ARE DOUBLE THE SCALE OF WHAT |
| | IS PRESENTED ON THE DRAWINGS. |
| | |
| | 3. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 4. SHOW AND LABEL ALL EXISTING UTILITY LINES (SIZE, |
| | MATERIAL, TYPE ? STORM, SAN., WM, ETC.) ON THE |
| | ENGINEERING PLANS. |
| | |
| | 5. PORTIONS OF NORTH AND EAST EXISTING CHAIN LINK |
| | FENCING IS ON PROPERTY NOT OWNED BY THE APPLICANT. |
| | |
| | 6. PORTION OF PROPOSED NORTH DRIVEWAY APRON TO W. |
| | RAILROAD AVE WILL BE ON PROPERTY NOT OWNED BY |
| | APPLICANT. |
| | |
| | 7. PORTION OF ROADWAY, SIDEWALK AND DRAINAGE SYSTEM IN |
| | THE MIDDLE OF THE DEVELOPMENT IS LOCATED ON PROPERTY |
| | NOT OWNED BY THE APPLICANT. |
| | |
| | 8. PROPOSED SIDEWALK ON ADJACENT PROPERTY TO THE NORTH |
| | ALONG W. RAILROAD AVE DOES NOT ALIGN WITH THE EXISTING |
| | SIDEWALK. |
| | |
| | 9. SIDEWALK EASEMENT WILL BE NEEDED FOR THE PROPOSED |
| | SIDEWALK ALONG THE SOUTH AND EAST PROPERTY LINES AND |
| | POSSIBLY THE SIDEWALK ENCROACHMENT ON THE WEST PROPERTY |
| | LINE. |
| | |
| | 10. SHOW SIDEWALK CONNECTION AND CURB RAMP TO THE |
| | CROSSWALK ON 3RD STREET. |
| | |
| | 11. SIDEWALK EAST OF EAST DRIVEWAY TO 3RD STREET WILL |
| | BE ON PROPERTY NOT OWNED BY THE APPLICANT NOR DOES THE |
| | PROPOSED SIDEWALK ALIGN WITH THE EXISTING SIDEWALK. |
| | |
| | 12. DRIVEWAY APRONS WITHIN THE RIGHT OF WAY SHOULD BE |
| | CONCRETE. |
| | |
| | 13. DRIVEWAY LOCATIONS WILL AFFECT EXISTING DRAINAGE |
| | STRUCTURES WITHIN THE RIGHT OF WAY. |
| | |
| | 14. PROVIDE CROSS SECTIONS FOR THE FOLLOWING. SHOW, IF |
| | APPLICABLE, RIGHT OF WAY LINE, STREET NAME, GRADE |
| | BREAKS, SURFACE FEATURES, DIMENSIONS FROM RIGHT OF WAY |
| | TO BACK OF SIDEWALK, FACE OF BUILDING, HIGH POINTS OF |
| | DRIVEWAYS, BACK OF CURB, ETC. |
| | A. ALL DRIVEWAY CONNECTIONS TO THE RIGHT OF WAY. |
| | SECTION TO EXTEND FROM CENTERLINE OF RIGHT OF WAY TO 5 |
| | FEET BEYOND HIGH POINT OF DRIVEWAY. |
| | B. NORTH-SOUTH SECTION ON THE 4TH STREET DRIVE |
| | EXTENSION FROM FACE OF BUILDING TO FACE OF BUILDING. |
| | C. FROM CENTERLINE OF RIGHT OF WAY TO EACH BUILDING |
| | FACE. |
| | D. FROM NORTH FACE OF NORTH BUILDING TO THE EXISTING |
| | PARKING LOT ON THE PROPERTY TO THE NORTH. THE SECTION |
| | TO BE LOCATED WITHIN THE LONGER NORTH PROPERTY LINE. |
| | |
| | 15. DRAW THE OUTLINE OF THE EXFILTRATION TRENCH TO THE |
| | DESIGN WIDTH (EXFILTRATION TRENCH DETAIL SHOWS 10 FEET |
| | WIDE TRENCH) ON THE PLANS. FOR THE EXFILTRATION TRENCH |
| | ALONG W. RAILROAD AVE., THE TRENCH WILL BE THE WIDTH OF |
| | THE SIDEWALK AND EXTEND FROM THE RIGHT OF WAY LINE TO |
| | THE BUILDING FACE. FOR THE EXFILTRATION TRENCH ALONG |
| | THE EXTENSION OF 4TH STREET, THE CENTER OF THE PIPE IS |
| | LESS THAN 5 FEET FROM THE SOUTH BUILDING. BUILDING |
| | FOUNDATIONS WILL NEED TO BE DESIGNED SO THAT THE SLAB |
| | WILL NOT BE UNDERMINED WHEN THE EXFILTRATION TRENCH |
| | WILL BE REPLACED WHEN IT IS NO LONGER FUNCTIONING AS |
| | DESIGNED. ANY SLAB ADJACENT TO THE TRENCH WILL IMPEDE |
| | THE FLOW OUT THAT SIDE OF THE TRENCH AND SHOULD BE |
| | ACCOUNTED FOR IN THE EXFILTRATION TRENCH EQUATION. |
| | |
| | 16. CONSIDER THERE WILL BE PROPER VERTICAL CLEARANCE |
| | FOR MAINTAINING THE DRAINAGE SYSTEM AND REPLACING THE |
| | EXFILTRATION TRENCH SYSTEM WHEN IT IS NO LONGER |
| | FUNCTIONING AS DESIGNED WITHIN THE ENCLOSED PARKING |
| | AREAS OF THE BUILDING. |
| | |
| | 17. CONSIDER LOW IMPACT DEVELOPMENT DRAINAGE SYSTEMS IN |
| | LIEU OR IN COMBINATION WITH THE EXFILTRATION TRENCH |
| | SYSTEM. |
| | |
| | 18. NUMBER THE DRAINAGE STRUCTURES FOR EASE OF |
| | REFERENCE. NO DESIGN INFORMATION (RIM, INVERT |
| | ELEVATIONS) IS PROVIDED. |
| | |
| | 19. THE OUTFALL CONNECTION TO CITY DRAINAGE SYSTEM |
| | APPEARS TO BE MISLABELED. IT IS SHOWN POINTING TO THE |
| | FIRST NORTH-SOUTH PIPE SOUTH OF THE 4TH STREET |
| | EXTENSION AND EAST OF THE BUILDING. |
| | |
| | 20. SIGNING AND PAVEMENT MARKINGS: |
| | A. STOP BAR AND SIGN NEEDED FOR SERVICE DRIVE DRIVEWAY |
| | AND GARAGE ACCESS DRIVEWAY TO W. RAILROAD AVE. |
| | B. STOP BAR AND SIGN NEEDED FOR THE TWO DRIVEWAYS TO |
| | 3RD STREET. |
| | C. DO NOT ENTER AND ONE-WAY SIGNS AT EAST END OF 4TH |
| | STREET EXTENSION DRIVE. |
| | D. ONE WAY SIGN AT WEST END OF 4TH STREET EXTENSION |
| | DRIVE. |
| | E. SHARED BIKE LANE SIGNS FOR N. ROSEMARY. |
| | F. PROVIDE STRIPING PLAN FOR N. ROSEMARY AVE. IS THE |
| | PLAN TO NOT RESTORE THE NEIGHBORHOOD MUSICAL THEME |
| | PAVEMENT STRIPING? |
| | |
| | 21. SHEET C-8 INCLUDES A VEHICULAR AREA PAVER DETAIL. |
| | PLEASE IDENTIFY WHERE THESE AREAS ARE ON THE PGD PLAN. |
| | |
| | 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) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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