| Date |
Text |
| 2020-12-11 06:42:24 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 10/29/20 ROUTED SUBMITTAL PACKAGE. COMMENTS #1 THROUGH |
| | #5 CAN BE ADDRESSED THROUGH ENGINEERING PERMIT |
| | SUBMITTAL. |
| | |
| | 1. ADD A SCALE BAR TO ALL PLAN SHEETS TO FACILITATE |
| | SCALING THE PDF COPIES ON THE COMPUTER. |
| | |
| | 2. STRIPING LAYOUT SHOWN ON THE PROPOSED PARKING DETAIL |
| | ON SHEET C-2.2 DOES NOT MEET THE CITY'S DETAIL FOUND IN |
| | THE CODE OF ORDINANCES. THE VERTICAL 4-INCH STRIPES |
| | SHOULD BE SPACED 12 INCHES APART (16 INCHES FROM CENTER |
| | OF STRIPE TO CENTER OF STRIPE) AND THE ENDS OF THE |
| | STRIPES ARE CONNECTED WITH A 4-INCH HORIZONTAL STRIPE. |
| | |
| | 3. STRUCTURE S-3 IS LISTED WITH THREE INVERTS (NE, S |
| | AND W) IN THE DRAINAGE STRUCTURE TABLE BUT THE PLAN |
| | VIEW ONLY SHOWS TWO PIPES (E AND S) CONNECTED TO THE |
| | STRUCTURE. VERIFY ALL OF THE OTHER STRUCTURES' INVERTS |
| | ARE CORRECT. |
| | |
| | 4. PROVIDE SUMP PER CITY'S DETAIL FOR STRUCTURE S-19 IN |
| | THE R/W OF 25TH STREET. |
| | |
| | 5. INDICATE IF THE DRIVE LANES NORTH AND SOUTH OF THE |
| | BUILDING WILL BE INVERTED CROWN OR SHED SECTION. |
| | |
| | 6. SHOULD THE STOP BAR FOR THE DRIVE THRU LANES BE |
| | MOVED FURTHER WEST? THE BUILDING WILL BE IN THE SIGHT |
| | TRIANGLE. |
| | |
| | 7. WHO/WHAT IS THE 10' ACCESS EASEMENT ALONG THE NORTH |
| | SIDE OF THE SITE FOR? THE TRANSFORMER AND DUMPSTER ARE |
| | LOCATED WITHIN THE EASEMENT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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