| Date |
Text |
| 2020-12-10 21:11:16 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 10-14-2020 SUBMITTAL PACKAGE. |
| | |
| | 1. CHECK CROSS SLOPE OF SIDEWALK WEST OF DRIVEWAY, IT |
| | MAY EXCEED 2%. |
| | |
| | 2. SIDEWALK BETWEEN THE BACK OF WALK ALONG 45TH STREET |
| | AND THE PARKING LOT ALONG THE WEST SIDE OF THE SITE |
| | EXCEEDS 5% LONGITUDINAL SLOPE AND MAY REQUIRE |
| | HANDRAILS. |
| | |
| | 3. SHOW CONCRETE HATCHING FOR THE SIDEWALK EAST OF THE |
| | DRIVEWAY. |
| | |
| | 4. DRIVEWAY APRON BETWEEN SIDEWALK AND DROP CURB SHOULD |
| | BE CONCRETE INSTEAD OF ASPHALT. |
| | |
| | 5. PROVIDE A CROSS SECTION FOR THE DRIVEWAY. |
| | |
| | 6. THE PARKING SPACE DETAIL STRIPING ON SHEET C-9 DOES |
| | NOT MEET CITY'S DETAILS ILLUSTRATED IN THE CODE OF |
| | ORDINANCES. . THE 4? VERTICAL STRIPES HAVE A 12" GAP |
| | (INSTEAD OF 2") BETWEEN THEM (16" CENTER OF STRIPE TO |
| | CENTER OF STRIPE) AND THE ENDS ARE CONNECTED WITH A 4" |
| | HORIZONTAL STRIPE. THE 5' HANDICAP ACCESS AISLE SHOULD |
| | HAVE VERTICAL STRIPES ON EACH SIDE. |
| | |
| | 7. SECTION A-A ON SHEET C-9 SHOWS THE TOE OF SLOPE OF |
| | THE FILL SECTION MEETING EXISTING GRADE AT THE PROPERTY |
| | LINE. A RETAINING WALL SIMILAR TO SECTIONS C-C AND D-D |
| | MAY BE NEEDED. THERE SHOULD NOT BE DIRECT DISCHARGE |
| | ONTO ADJACENT PROPERTIES. A CURB MAY BE NEEDED AT THE |
| | EDGE OF SIDEWALK TO STOP THE RUNOFF FROM THE SIDEWALK |
| | FROM FLOWING DOWN THESLIDE SLOPE. GRADING AT THE |
| | PROPERTY LINE CANNOT BLOCK EXISTING RUNOFF FLOWING ONTO |
| | THE PROPERTY FROM ADJACENT PROPERTIES. |
| | |
| | 8. LIST VERTICAL DATUM AND CONVERSION EQUATION TO |
| | NGVD1929 ON SHEET C-10 AND ANY OTHER SHEET WITH |
| | ELEVATION INFORMATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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