| Date |
Text |
| 2015-01-02 15:40:28 | PLEASE SUBMIT AN APPLICATION FOR A DEVELOPMENT PERMIT |
| | FROM THE ENGINEERING DEPARTMENT. APPLICATION FORMS CAN |
| | BE FOUND AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | (SECTIONS 2-421 AND 78-432, CODE OF ORDINANCES) PRIOR |
| | TO START OF CONSTRUCTION, A RIGHT-OF-WAY PERMIT WILL |
| | ALSO BE REQUIRED FOR THE PROPOSED ACTIVITIES WITHIN THE |
| | GRANT STREET RIGHT-OF-WAY. |
| | |
| | |
| | THE AVAILABLE WATER PRESSURE WITHIN THE CITY MAY NOT BE |
| | ACCEPTABLE AT ELEVATIONS HIGHER THAN THE 2ND FLOOR. WE |
| | RECOMMEND THAT A LONG-TERM PRESSURE STUDY BE PERFORMED |
| | ON THE POTABLE WATER LINES PRIOR TO FINALIZATION OF THE |
| | DESIGN. |
| | |
| | SEE THE FIRE DEPARTMENT COMMENTS FOR THE REQUIREMENTS |
| | FOR FIRE SUPPLY LINES, WHICH WILL INCLUDE THE PROPOSED |
| | POTABLE WATER LINE IF A SEPARATE FIRE LINE IS NOT |
| | PROVIDED. |
| | |
| | PROVIDE SEWAGE DEMAND CALCULATIONS. |
| | |
| | PROVIDE HYDRAULIC GRADE LINE CALCULATIONS FOR THE |
| | SANITARY SEWER LINES WHERE: 1) PLUMBING DRAIN OUTLETS |
| | ARE 12? OR LESS ABOVE THE GROUND SURFACE OF THE NEXT |
| | UPSTREAM MANHOLE; 2) THE PROPOSED FINISHED FLOOR |
| | ELEVATIONS ARE BELOW THE INVERT OF THE ADJACENT CITY |
| | SANITARY SEWER MAIN OR IS LESS THAN 12?ABOVE THE GROUND |
| | SURFACE OF THE NEXT UPSTREAM MANHOLE, OR 3) WHERE A |
| | CONDITION EXISTS WHERE A PLUG IN THE CITY SANITARY |
| | SEWER MAIN WILL CAUSE THE HYDRAULIC GRADIENT TO RISE |
| | ABOVE THE LOWEST FLOOR LEVEL. |
| | |
| | PROVIDE CALCULATIONS DEMONSTRATING THAT THE PROPOSED |
| | SIZE AND QUANTITY OF TRASH BINS/COMPACTORS AND |
| | RECYCLING BINS ARE APPROPRIATE FOR THE WASTE YARDAGE |
| | ANTICIPATED TO BE GENERATED BY THE COMPLEX. THE |
| | DUMPSTER ENCLOSURE WILL NEED TO BE LARGE ENOUGH TO |
| | HOUSE BOTH THE TRASH AND RECYCLING BINS. |
| | |
| | THE PROJECT MUST PROVIDE ADEQUATE STORMWATER |
| | MANAGEMENT, INCLUDING NOT MODIFYING THE VELOCITY OR |
| | VOLUME OF OFF-SITE STORMWATER DISCHARGE. DESCRIBE HOW |
| | THIS WILL BE ACHIEVED. COMPLIANCE WITH CHAPTER 40E-4 |
| | FAC WILL DEMONSTRATE COMPLIANCE WITH THIS PROVISION. |
| | [CODE OF ORDINANCES SECTIONS 90-201, 94-35(C )(11), |
| | 94-307, AND 94-580] THE CALCULATIONS SHOULD INCLUDE AN |
| | EVALUATION OF THE IMPACT (IF ANY) OF THE ROOF DRAIN |
| | VELOCITY INTO THE STORMWATER SYSTEM. |
| | |
| | PLEASE USE THE MOST UPDATED VERSION OF DETAIL P-4 IN |
| | THE PLAN SET. THIS DETAIL WAS REVISED IN 2014. |
| | |
| | THE DRIVEWAY CONNECTIONS ONTO GRANT TO NOT MEET CITY |
| | STANDARD GC-7 SHOWN ON SHEET DT-1. PLEASE REVISE THE |
| | PLAN TO MEET CITY STANDARDS. |
| | |
| | |
| | |
| | |
