Plan Review Notes
Plan Review Notes For Project Z13080021
Project Number Z13080021
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2013-09-11 12:26:05CASE 1624C (Z13080020) AND 1624D (Z13080021) PCC RESORT
  
 WATER
 THE PLANS (POD A) INDICATE THAT THE PROPOSED WATER MAIN
 WILL BE FED BY THREE (3) 8" TAPS TO THE EXISTING 10"
 MAIN. THE 8" LINE TAP SOUTH OF THE MAIN ENTRANCE SHOULD
 ELIMINATE THE CONCERN OF THE PROPOSED "TEMPORARY WATER
 MAIN END" LOCATED AT THE END OF THE CUL DE SAC.
  
 A CAPACITY ANALYSIS MAY BE REQUIRED TO INVESTIGATE THE
 NECESSITY OF CONNECTING THE EXISTING 10" WATER MAIN
 THAT CURRENTLY STOPS ON EITHER SIDE (NORTH (8" DI) AND
 SOUTH (10" DI)) OF THE BRIDGE AT THE M-CANAL.
  
 THE PROPOSED MASTER CONCEPTUAL PLAN IS SUFFICIENT AS
 CURRENTLY DESIGNED.
  
  
 SANITARY SEWER
 THERE ARE TWO (2) PROPOSED LIFT STATIONS, ONE FOR POD A
 AND A SECOND STATION PLANNED FOR THE RESORT CLUB.
  
 THE POD A LIFT STATION REQUIRES CONSTRUCTION OF A NEW
 4" FORCE MAIN TO CONNECT TO THE CITY'S EXISTING LIFT
 STATION #77 (LS 77). THIS STATION WAS BUILT IN 1971
 UTILIZES A DRY CAN/WET CAN STATION DESIGN THAT WILL
 REQUIRE UPGRADE IN THE NEAR FUTURE.
  
 IT MAY BE MORE COST EFFICIENT TO COMBINE THE NEED FOR A
 NEW LIFT STATION AT POD A ALONG WITH THE CITY'S NEED TO
 UPGRADE LS 77 INTO A SINGLE LIFT STATION TO SATISFY
 BOTH AREAS.
  
  
 STORM WATER
 THE CURRENT DESIGN ROUTES ALL OF COLLECTED STORM FLOWS
 TO THE ONSITE PONDS AND LAKES.
  
  
  
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