| Date |
Text |
| 2022-01-20 08:35:33 | THE FOLLOWIONG COMMENTS ARE FROM THE REVIEW OF THE |
| | 12/7/2021 SUBMITTAL: |
| | |
| | 1. [SATISFIED] NO ENGINEERING PLANS (PAVING, GRADING, |
| | DRAINAGE) WERE PROVIDED. |
| | |
| | 2. [SATISFIED] CONSIDER REDUCING LENGTH OF THE ANGLED |
| | PARKING SPACES BY PROVIDING 2 FEET OF LANDSCAPED |
| | OVERHANG, IF NOT INCLUDED IN THE CURRENT DESIGN. |
| | |
| | 3. [SATISFIED] PROVIDE THE ANGLE FOR THE ANGLED PARKING |
| | SPACES. |
| | |
| | 4. [PARTIALLY SATISFIED - SEE COMMENTS BELOW] LIST THE |
| | VERTICAL DATUM ON EVERY SHEET WITH ELEVATION |
| | INFORMATION. PROVIDE THE CONVERSION EQUATION TO |
| | NGVD1929 IF DATUM IS DIFFERENT. |
| | |
| | 5. [PARTIALLY SATISFIED - SEE COMMENTS BELOW] PROVIDE A |
| | CROSS SECTION FROM THE EAST PARCEL LINE TO THE FACE OF |
| | THE BUILDING SHOWING SURFACE FEATURES AND TYPICAL |
| | PAVEMENT SLOPES. |
| | |
| | 6. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | ADDITONAL COMMENTS: |
| | 7. CD100 SITE DEMOLITION PLAN |
| | A. ADD NOTES FOR ALL STORM PIPES AND STRUCTURES WITHIN |
| | THE DEMOLITION AREA THAT IS TO REMAIN. |
| | B. ADD VERTICAL DATUM REFERENCE AND CONVERSION EQUATION |
| | TO NGVD1929. |
| | |
| | 8. CG100 PGD PLAN |
| | A. PROVIDE CONVERSION EQUATION TO NGVD1929. |
| | B. PROPOSED GRADING FOR DRIVE-THROUGH LANE TO THE EAST |
| | OF THE BUILDING SHOWS A LONG FLAT AREA. |
| | C. PROPOSED GRADING FOR THE TRAVEL LANE EAST OF THE |
| | ANGLED PARKING SHOWS LONG FLAT AREA. |
| | D. PROVIDE SPOT GRADES FOR THE FLOW LINE DOWN THE |
| | CENTER OF THE TRAVEL LANE EAST OF THE ANGLED PARKING. |
| | E. NO CURBING SHOWN FOR THE GREEN SPACE BETWEEN |
| | SIDEWALKS ON THE EAST SIDE OF THE BEGINNING OF THE |
| | TRAVEL LANE FOR THE ANGLED PARKING. |
| | F. NO CURBING SHOWN AROUND THE GREEN SPACE ON THE WEST |
| | SIDE OF THE END OF THE DRIVE THROUGH LANE. |
| | |
| | 9. CR300 SIGNAGE AND STRIPING PLAN |
| | A. CROSSWALK STRIPING SHOULD MATCH EXISTING CROSS WALK |
| | STRIPING IN OTHER AREAS OF THE DEVELOPMENT TO BE |
| | CONSISTENT. |
| | B. IS A DO NOT ENTER SIGN NEEDED AT NORTH END OF DRIVE |
| | THROUGH LANE? |
| | C. ARE ONE WAY SIGNS NEEDED AT THE NORTH END OF THE |
| | ANGLED PARKING AREA? |
| | D. STOP BARS FOR DRIVE THROUGH LANE AND FOR ANGLED |
| | PARKING AREA. |
| | E. STRIPING BETWEEN PARKING SPACES (PARALLEL LINES |
| | CLOSED AT ONE END) SHALL CONFORM TO CITY?S CODE OF |
| | ORDINANCES (STALL PAINTING DETAIL SECTION 94-485).. |
| | |
| | 10. C600 CONSTRUCTION DETAILS |
| | A. ANGLED PARKING DETAIL - PARKING SPACE WIDTH IS SHOWN |
| | AS 9 FT IN THE DETAIL DRAWING AND CALLED OUT AS 8 FT 6 |
| | IN ON SHEET CR300. |
| | B. SECTION A-A: SHOW SIDEWALK/CURB TO THE RIGHT OF THE |
| | ANGLED PARKING AS MONOLITHIC SIDEWALK. |
| | C. DIMENSION THE MONOLITHIC SIDEWALK. |
| | D. SHOW WHICH WAY THE MONOLITHIC SIDEWALK IS SLOPED. |
| | E. HOW WILL THE DRIVE-THROUGH TRANSACTIONS OCCUR ACROSS |
| | THE 5 FEET WIDE MONOLITHIC SIDEWALK NEXT TO THE |
| | BUILDING? |
| | F. WILL THE 5 FEET WIDE MONOLITHIC SIDEWALK NEXT TO THE |
| | BUILDING HAVE A THICKENED EDGE? |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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