| Date |
Text |
| 2018-02-14 12:57:54 | 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 ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP:// |
| | WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. PHOTOMETRIC PLAN EPH-1.1 MISLABELED. |
| | |
| | 2. REVISE FIRE HYDRANT CLEAR ZONE DETAIL THE LANDSCAPE |
| | PLANS. SEE CITY DETAIL P-8 (AVAILABLE ONLINE). |
| | |
| | 3. LANDSCAPE PLANS LABEL WATER AND STORM UTILITIES AS |
| | EASEMENTS. |
| | |
| | 4. UPDATE LIST OF PROFESSIONAL FIRMS ON ARCHITECTURAL |
| | INDEX OF DRAWINGS PAGE. |
| | |
| | 5. THE CITY VERTICAL DATUM IS NGVD 1929. THE CITY HAS |
| | ALLOWED THE USE OF NAVD 1988 PROVIDED THE CONVERSION |
| | EQUATION TO NGVD 1929 IS PROVIDED. |
| | |
| | 6. VERTICAL DATUM INCONSISTENT ON THE CIVIL PLANS. NOTE |
| | ON SHEET C1.01 LISTS VERTICAL DATUM AS NGVD 1929. OTHER |
| | CIVIL SHEETS AND THE TOPOGRAPHIC SURVEY LIST THE |
| | VERTICAL DATUM AS NAVD 1988. |
| | |
| | 7. WILL A SIDEWALK EASEMENT ON HAMPTON ROAD BE |
| | PROVIDED? |
| | |
| | 8. DRIVEWAY FLARES DO NOT MATCH CITY STANDARD DETAILS |
| | GC-6 OR GC-7. |
| | |
| | 9. DRAINAGE FLOW ARROWS FOR THE SOUTH PARKING LOT DO |
| | NOT AGREE WITH THE PROPOSED GRADES. |
| | |
| | 10. PARKING AND DRIVE AISLE CROSS SLOPES APPEAR TO BE |
| | CLOSE TO 8% WEST OF BUILDING 4 AND CLOSE TO 5% EAST OF |
| | BUILDING 4. |
| | |
| | 11. ADD SPOT GRADES IN THE DRIVE AISLE IN THE NORTH |
| | PARKING LOT TO INDICATE INVERTED CROWN SECTION. |
| | |
| | 12. CONSIDER ADDING CROSS SECTIONS FROM PROPERTY LINE |
| | TO PROPERTY LINE TO INDICATE MAX./MIN. |
| | PAVEMENT/SIDEWALK SLOPES AND TIES TO THE FFE. |
| | |
| | 13. FOUNTAIN DRAIN MAY NOT BE ABLE TO BE CONNECTED TO |
| | THE STORM DRAIN SYSTEM. |
| | |
| | 14. PAVEMENT STRIPING PLAN WILL BE NEEDED FOR HAMPTON |
| | ROAD. |
| | |
| | 15. ROOF DRAINS SHOULD CONNECT TO DRAINAGE SYSTEM |
| | INSTEAD OF SURFACE DISCHARGE. |
| | |
| | 16. JUSTIFICATION STATEMENT INDICATED RIGHT-OF-WAY |
| | DEDICATION FOR HAMPTON ROAD. SHOW THE LIMITS ON THE |
| | PLANS. |
| | |
| | |
| | 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. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| | |
| |
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