| Date |
Text |
| 2023-01-13 14:40:44 | -SEVERAL REVIEW COMMENTS FROM PRIOR SUBMITTALS HAVE YET |
| | TO BE ADDRESSED. |
| | -THE SITE PLAN CAN BE APPROVED ON PUBLIC UTILITIES |
| | ENGINEERING'S END WITH THE CONDITION OF OUTSTANDING |
| | COMMENTS BEING ADRESSED AS PART OF THE ENGINEERING |
| | REVIEW, WHICH INCLUDES BUT IS NOT LIMITED TO THE |
| | FOLLOWING: |
| | -ELABORATE ON THE SANITARY IMPROVEMENTS (ADDITION OF |
| | GRAVITY MAIN, AND SECTIONAL REPLACEMENT OF FORCE MAIN) |
| | -NORTHERN WATER MAIN CONNECTION MUST BE TO 12 IN MAIN, |
| | NOT JUNCTION BETWEEN 12" AND 36" |
| | -PER DETAILS WS-1 AND WS-4, SEPARATE CONNECTIONS MUST |
| | BE MADE FOR FIRE LINE AND POTABLE WATER |
| | -PROFILE NEEDED FOR ALL UTILITIES FROM TAP TO POINT OF |
| | SERVICE (WATER, GRAVITY, AND FORCE MAIN) |
| | -PROXIMITY BETWEEN PIPES IS TOO CLOSE (PROPOSED STORM, |
| | FORCE MAIN, AND EXISTING DRY UTILITIES) |
| | -APPROPRIATELY LABEL ALL EXISTING VALVES AND EXISTING |
| | UTILITY ASSESTS ON PLANS |
| | -LABEL ALL PROPOSED FITTINGS FOR BOTH WATER AND FORCE |
| | MAIN |
| | -DENOTE THAT THE PROJECT IS WITHIN THE BOUNDARIES OF |
| | LIFT STATION 41 |
| | -SIZE AND MATERIAL NEEDS TO BE NOTED FOR ALL PROPOSED |
| | UTILITIES (SEWER) |
| | -PER PRIOR CONVERSATION, THE PRIVATE LIFT STATION CAN |
| | NOT BE TIED INTO THE EXISTING FORCE MAIN ON CLEARWATER |
| | DR. |
| | -FIRE FLOW TEST DATA FOR EXISTING SYSTEM NEEDED |
| | -A LEGEND NEEDS TO BE PROVIDED |
| | -CLEANOUTS NEAR THE PROPERTY LINE NEED TO BE DENOTED AS |
| | THE CITY'S POINT OF SERVICE |
| | -SEPARATE TAPS FOR WATER AND FIRE REQUIRED PER WS-1 AND |
| | WS-4 |
| | -EXISTING SERVICES (WATER AND SEWER) THAT RUN TO THE |
| | PROPERTY BUT ARE NOT TO BE USED MUST BE CUT AND CAPPED |
| | AT THE MAIN |
| | -SERVICES LARGER THAN 2" IN DIAMETER MUST BE REMOVED |
| | -CLARIFY THE HYDRANT RELOCATIONS (NORTHERN RELOCATION |
| | NOT FULLY SHOWN ON PLANS, SOUTHERN RELOCATION IS NEAR |
| | 350 PROJECT |
| | -EXISTING FORCE MAIN ON CLEARWATER DRIVE MUST BE |
| | REPLACED ENTIRELY (NOT IN SECTIONS) |
| | -SHOW STATIONING AND HORIZONTAL SEPARATION CLEARANCE |
| | BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES |
| | -SHOW SLOPE PERCENTAGE AND FLOW DIRECTION FOR ALL |
| | SANITARY LINES, AND CALL OUT MATERIAL FOR BOTH EXISTING |
| | AND PROPOSED |
| | -SANITARY SEWER SERVICE LINES 8" OR GREATER MUST BE |
| | TIED INTO SEWER SYSTEM VIA MANHOLE |
| | |
| |
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