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Plan Review Details - Project E17120013
| Plan Review Stops For Project E17120013 |
| Review Stop |
ENG-A |
ENGINEERING FORMAL REVIEW |
| Rev No |
1 |
Status |
F |
Date |
01-17-2018 |
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Cont ID |
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| Sent By |
Mgonzale |
Date |
01-17-2018 |
Time |
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Rev Time |
4.00 |
| Received By |
mgonzale |
Date |
01-12-2018 |
Time |
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Sent To |
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| Notes |
| 2018-01-17 15:59:36 | E17120013 R AND D PAVING INDUSTRIAL SITE | | | | | | 1. SUGGEST REVISING THE DRIVEWAY GRADES AT THE PROPERTY | | | LINE TO BE HIGHER THAN THE ADJACENT PAVEMENT ELEVATIONS | | | (SEE SOUTH DRIVEWAY) TO PREVENT RUNOFF FROM THE | | | RIGHT-OF-WAY FROM FLOWING ONTO THE SITE. | | | | | | 2. IS CURB AND SIDEWALK NEEDED ALONG THE SOUTH PROPERTY | | | LINE? | | | | | | 3. NO CURBING IS SHOWN ALONG 27TH ST. SIDEWALK SHOULD | | | NOT BE FLUSH WITH THE ROAD. | | | | | | 4. SHOULD A CURB RAMP BE CONSTRUCTED AT THE CORNER OF | | | SOUTH ST AND 27TH ST.? | | | | | | 5. ON SHEET 5, THE PAVING SPECIFICATIONS / SIDEWALK | | | DETAIL CALLS OUT 2500 PSI FOR 4" SIDEWALKS. IT SHOULD | | | BE 3000 PSI. | | | | | | 6. ON THE EXFILTRATION TRENCH DETAIL, ADD ELEVATIONS | | | FOR THE TOP AND BOTTOM OF THE TRENCH. THE GRAVEL LAYER | | | SHOULD BE SHOWN AS 6" MAX OR JUST 6" INSTEAD OF 6" MIN. | | | | | | 7. C.B. #2 SHOULD BE AN "E" INLET IN ORDER TO FIT TWO | | | PRB'S ON ADJACENT SIDES. | | | | | | DRAINAGE CALCS: | | | 1. PROVIDE SITE SPECIFIC EXFILTRATION TEST RESULTS. | | | | | | |
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ENG-D |
ENGINEERING DEFICIENCY REVIEW |
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ENG-E |
ENGINEERING ENVR. MIT. REVIEW |
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ENG-F |
ENGINEERING FINAL DRAWING REV |
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ENG-M |
ENGINEERING MODIFICATION REV |
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1 |
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| Review Stop |
ENG-P |
ENGINEERING PLANNING REVIEW |
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1 |
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| Review Stop |
ENG-T |
ENGINEERING TRAFFIC STUDY REV |
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