| Date |
Text |
| 2023-05-06 08:18:01 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 3-28-2023 SUBMITTAL: |
| | |
| | 1. [SATISFIED] CHECK THE PARCEL NUMBER(S) LISTED IN THE |
| | JUSTIFICATION STATEMENT. |
| | |
| | 2. [SATISFIED] THE REQUEST IN THE JUSTIFICATION |
| | STATEMENT DESCRIBES EXPANDING THE EXISTING COMMERCIAL |
| | BUILDING INTO A RESTAURANT USE. THE SURVEY SHOWS THE |
| | EXISTING BUILDING 0.7 FEET SETBACK FROM THE NORTH |
| | PROPERTY LINE. THE SITE PLAN SHOWS THE BUILDING SETBACK |
| | AT LEAST 5 FEET FROM THE NORTH PROPERTY LINE. |
| | |
| | 3. [NOT SATISFIED] PROVIDE CROSS SECTIONS FROM |
| | CENTERLINE OF RIGHTS OF WAY TO THE BUILDING FACES. SHOW |
| | AND LABEL SURFACE FEATURES, GRADE BREAKS, GENERAL |
| | SURFACE SLOPES, FINISHED FLOOR ELEVATION, RIGHT OF WAY |
| | LINES WITH THE STREET IDENTIFIED, DIMENSIONS FROM RIGHT |
| | OF WAY TO SURFACE FEATURES. |
| | |
| | 4. [SATISFIED - STREETSCAPE PROJECT WILL BE |
| | CONSTRUCTING A PIPE STUB OUT TO WITHIN 5 FEET OF THE |
| | PROPERTY LINE.] PROVIDE THE TOP AND BOTTOM ELEVATIONS |
| | AND VERTICAL CLEARANCE BETWEEN THE PROPOSED OUTFALL |
| | PIPE AND OTHER UTILITIES CROSS BE THE OUTALL PIPE. |
| | |
| | 5. [NOT SATISFIED] THE ROOF DRAIN SYSTEM SHOULD CONNECT |
| | DIRECTLY INTO THE DRAINAGE SYSTEM. |
| | |
| | 6. [NOT SATISFIED] PROVIDE DETAIL OF THE CONTROL |
| | STRUCTURE. |
| | |
| | 7. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS |
| | AND COORDINATE PROPOSED PLANTINGS WITH THE UTILITY |
| | LAYOUT. |
| | |
| | 8. [SATISFIED] DOOR ON EAST WALL APPEARS TO OPEN OVER |
| | THE PROPERTY LINE. |
| | |
| | 9. [SATISFIED] SHOW AND LABEL PROPERTY LINES, RIGHT OF |
| | WAY LINES, ALLEY WIDTH. |
| | |
| | 10. [NOT SATISFIED - INSUFFICIENT GRADES PROVIDED TO |
| | DETERMINE SURFACE SLOPES.] WILL PORTION OF THE PATIO |
| | NEED TO BE SLOPED A MAXIMUM OF 2 PERCENT FOR ADA |
| | ACCESSIBILITY. SHOW WHERE THAT ADA PATH(S) WILL BE. |
| | |
| | 11. [NOT SATISFIED] REMOVE THE EXISTING DRIVEWAY APRON |
| | ON 7TH STREET. CONSTRUCT CURBING TO MATCH ADJACENT CURB |
| | TYPE. |
| | |
| | 12. [NOT SATISFIED] 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 THE VERTICAL |
| | DATUM CONVERSION TO NGVD1929 ON THE SURVEY. |
| | |
| | 13. [NOT SATISFIED] SHOW MILL AND RESURFACE LIMITS. |
| | |
| | 14.[NOT SATISFIED] CALL OUT WHERE NEW OR REPLACEMENT |
| | SIDEWALK WILL BE CONSTRUCTED AS PART OF THIS PROJECT. |
| | |
| | NEW COMMENTS (3/28/2023 SUBMITTAL): |
| | |
| | 15. WHEN PREPARING THE WRITTEN RESPONSES FOR ALL OF THE |
| | COMMENTS, INCLUDE THE SHEET/PLAN NUMBER AND THE |
| | QUADRANT (UPPER LEFT, UPPER RIGHT, LOWER LEFT, LOWER |
| | RIGHT) ON THE SHEET WHERE THE INFORMATION IS SHOWN. |
| | |
| | 16. PROVIDE A DEMOLITION PLAN. |
| | |
| | 17. THE CITY DOES NOT ALLOW BLEEDERS WITH EXFILTRATION |
| | TRENCH SYSTEMS. |
| | |
| | 18. SHOW THE OUTLINE OF THE EXFILTRATION TRENCHES AT |
| | THEIR DESIGN WIDTHS ON THE PLANS. |
| | |
| | 19. PROVIDE A DETAIL OF THE EXFILTRATION TRENCH LISTING |
| | THE TOP AND BOTTOM ELEVATIONS AND WIDTH OF THE TRENCH. |
| | |
| | 20. CIVIL PLAN DOES NOT MATCH THE SITE PLAN WITH |
| | REGARDS TO THE DOOR ON THE NORTH WALL OF THE BUILDING. |
| | |
| | 21. THE CONSTRUCTION ACCESS DRIVEWAY IS SHOWN INSIDE |
| | THE BUILDING ON THE EROSION CONTROL PLAN. |
| | |
| | 22. ALL ON-SITE DRAINAGE STRUCTURES ARE TO BE LOCATED |
| | WITHIN THE PROPERTY BOUNDARY. THE CONTROL STRUCTURE |
| | APPEARS TO BE OVER THE PROPERTY LINE. |
| | |
| | 23. PLEASE ADVISE IF THE YARD DRAIN STRUCTURES WILL BE |
| | COVERED WITH CONCRETE PAVERS AND/OR LANDSCAPING. THE |
| | YARD DRAIN IN THE SOUTHEAST CORNER OF THE SITE HAS A |
| | RIM ELEVATION OF 15.5 FT NAVD AND THERE IS A SPOT GRADE |
| | OF 16.2 FEET NAVD POINTING TO THE STRUCTURE. |
| | |
| | 24. OUTFALL PIPE ORIENTATION MAY NOT MATCH HOW IT IS |
| | SHOWN ON THE NORA STREETSCAPE PLANS. |
| | |
| | 25. LABEL THE NORTH PIPE (SIZE/MATERIAL) AT STRUCTURE |
| | CS-1. WHAT IS THIS PIPE FOR? |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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