| Date |
Text |
| 2020-03-23 13:26:44 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF |
| | ENGINEERING PLANS AND ARCHITRECTURAL PLANS RECEIVED BY |
| | THE CITY ON FEBRUARY 6, 2020, THEY CAN BE ADDRESSED |
| | DURING ENGINEERING PERMIT SUBMITTAL AND/OR MADE |
| | CONDITIONS OF SITE PLAN APPROVAL, WHERE APPROPRIATE: |
| | |
| | 1. PROPOSED INVERT ELEVATIONS FOR THE SANITARY SEWER |
| | PIPE BETWEEN MH#2 AND MH #2B DO NOT SUPPORT THE LISTED |
| | PROPOSED SLOPE OF 0.58%. |
| | |
| | 2. ENGINEERING SHEET #9: |
| | A. SECTION 'D-D' - SHOW A SHALLOW "SWALE" BETWEEN |
| | BUIDLING AND BACK OF SIDEWALK INSTEAD OF STRRAIGHT |
| | SLOPE. THIS AREA IS TO DRAIN TO THE 12" DECORATIVE |
| | FLOOR DRAIN IN THE EAST PART OF THE PLAZA. |
| | |
| | B. SECTION 'C-C' - THE 21' DRIVE WILL SLOPE AT ~4% |
| | INSTEAD OF 1.0% SHOWN ON THE SECTION WITH THE SPOT |
| | GRADE OF 13.00 SHOWN AT THE TRAFFIC/CURB SEPARATOR ON |
| | THE GRADING PLAN. |
| | |
| | C. SECTION 'G-G' - CURBING IS SHOWN ALONG THE PROPERTY |
| | LINE BUT THE CURBING IS NOT CALLED OUT ON SHEET 4. THE |
| | BUILDING FINISHED FLOOR OF 13.20 FT NGVD IS LESS THAN 3 |
| | INCHES HIGHER THAN THE BACK OF (12' WIDE) SIDEWALK |
| | ELEVATION OF 12.96. |
| | |
| | 3. DIFFERENT DISTANCES SHOWN BETWEEN THE PROPERTY LINE |
| | AND THE EDGE OF PAVEMENT ON SECTIONS 'G - G' (14.0 |
| | FEET) AND 'H - H' (13.0 FEET). |
| | |
| | 4. DIFFERENT LANE WIDTHS ARE SHOWN ON SHEET A0.04 AND |
| | SECTIONS 'C - C', 'F - F' AND 'I - I' ON ENGINEERING |
| | SHEET 9. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | |
| | |
| |
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