| Date |
Text |
| 2022-12-08 11:50:36 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 12/8/22 PPRC SUBMITTAL. PREVIOUSLY SATISFIED COMMENTS |
| | ARE NOT INCLUDED. |
| | |
| | 1. [PARTIALLY SATISFIED - CONVERSION EQUATION TO |
| | NGVD1929 NOT LISTED.] 12/8/22 UPDATED COMMENT ??? THE |
| | SURVEY LISTS THE CONVERSION FACTOR AS 1.50 FT. THE |
| | CIVIL PLANS LIST THE CONVERSION FACTOR AS 1.522 FEET. |
| | THE CONVERSION EQUATION SHOULD MATCH ON THESE |
| | DOCUMENTS. |
| | |
| | 6. [NOT SATISFIED] PROVIDE CROSS SECTIONS FROM FACE OF |
| | BUILDING TO CENTERLINE OF RIGHTS OF WAY FOR 24TH |
| | STREET, 25TH STREET AND SPRUCE AVE. SHOW RIGHT OF WAY, |
| | OFFSET DISTANCES, SURFACE FEATURES, GENERAL SURFACE |
| | SLOPES WITH MAX. ALLOWED PERCENTAGES, BREAK POINTS, |
| | ETC. |
| | |
| | 10. [NOT SATISFIED ??? EOR TO RESOLVE PRIOR TO |
| | ENGINEERING PERMIT SUBMITTAL.] CHECK THE PROPOSED |
| | ELEVATIONS AT THE BASE OF THE STEPS FOR THE UNITS ALONG |
| | 25TH STREET VS. THE EXISTING BACK OF SIDEWALK |
| | ELEVATION. SOME PROPOSED ELEVATIONS APPEAR TO BE BELOW |
| | THE BOW OR MORE THAN 1 INCH ABOVE THE BOW. |
| | |
| | NEW COMMENTS (8/4/2022 SUBMITTAL): |
| | |
| | 13. [NOT SATISFIED] JUSTIFY ALL OUTFALL PIPE DIAMETERS |
| | LARGER THAN 15 INCH. THIS INFORMATION CAN BE PROVIDED |
| | WITH ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 14. [SATISFIED ??? SHOWN ON SECTION B-B BUT EASEMENT |
| | LINES WILL NEED TO BE ADDED ON THE PLAN VIEWS OF THE |
| | CIVIL DRAWINGS PRIOR TO ENGINEERING PERMIT SUBMITTAL] |
| | SHOW THE LIMITS OF THE ALLEY EASEMENT ON THE CIVIL |
| | PLANS. |
| | |
| | 15. [SATISFIED ??? MAINTENANCE RESPONSIBILITY TO BE |
| | INCLUDED IN THE DEVELOPER???S AGREEMENT WITH THE CITY.] |
| | A ADVISE WHO WILL BE MAINTAINING THE DRAINAGE SYSTEM |
| | WITHIN THE ALLEY EASEMENT. |
| | |
| | 16. [NOT SATISFIED] PROVIDE A CROSS SECTION FOR THE |
| | ALLEY ENTRANCE FROM THE CENTERLINE OF 24TH STREET TO 5 |
| | FEET NORTH OF THE NORTH RIGHT OF WAY OF 24TH ST. SHOW |
| | GRADE BREAKS, SURFACE MATERIALS, RIGHT OF WAY LINE, |
| | RIGHT OF WAY NAME, DIMENSIONS FROM RIGHT OF WAY TO |
| | GRADE BREAKS. |
| | |
| | 17. [NOT SATISFIED ??? TO BE ADDED PRIOR TO ENGINEERING |
| | PERMIT SUBMITTAL] SHOW AND CALLOUT NEW CURBING ON 24TH |
| | STREET AND THE REMOVAL OF THE EXISTING CURBING FOR THE |
| | PROPOSED ALLEY DRIVEWAY AND LANDSCAPE ISLANDS. |
| | |
| | 18. [SATISFIED] CAN NEW LANDSCAPE ISLANDS ON EITHER |
| | SIDE OF ALLEY ENTRANCE BE WIDENED TOWARD THE PARKING |
| | SPACES? |
| | |
| | 19. [NOT SATISFIED] PROVIDE GRADES AROUND THE NEW ALLEY |
| | ENTRANCE. |
| | |
| | 20. [PARTIALLY SATISFIED ??? LABEL ALL EXISTING |
| | UTILITIES ON THE PAVING AND GRADING, THE DRAINAGE AND |
| | THE WATER AND WASTEWATER PLAN SHEETS.] LABEL (SIZE AND |
| | MATERIAL) EXISTING UTILITIES IN THE RIGHT OF WAY. |
| | |
| | 21. [NOT SATISFIED ??? ONLY STRUCTURES ARE SHOWN, NO |
| | PIPING.] SHOW UTILITIES ON THE LANDSCAPE PLANS AND |
| | COORDINATE THE LANDSCAPING AND UTILITY PLANS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
Print |
