Plan Review Notes
Plan Review Notes For Permit 01071349
Permit Number 01071349
Review Stop ENG
Sequence Number 1
Notes
Date Text
2001-08-03 00:00:00FAILED:
 1. ALL DRIVEWAYS ALONG CITY'S R.O.W
 SHOULD BE CONSTRUCTED PER CITY STANDARD.
 SEE ATTACHED
 2. ALL OFF-STREET PARKING STALLS SHOULD
 BE PAINTED WITH DOUBLE 4" WIDE PER CITY
 REQUIREMENT.
 3. SHEET A-1.0 (ARCHITECTURAL) SHOWS
 DUMPSTER 13'-10" BY 13'-10", SHEET A-8.1
 (ARCHITECTURAL) SHOWS 13'-4" BY 13'-4",
 PLEASE VERIFY.NOTE THAT CITY REQUIRES
 DUMPSTER TO BE 12'-0" DEEP WITH 12'-6"
 OPENING BETWEENTHE GATE POSTS.
 THE 2 1/2" CONCRETE FILLED PIPE SHOULD
 BE LOCATED 18" FROM THE BACK WALL(A 10'
 PRECAST WHEELSTOP COULD BE USED ALSO).
 4. PLEASE VERIFY IF THE 249'-18" R.C.P
 NEEDS TO BE SHIFTED TO WEST IN ORDER TO
 PROVIDE ADEQUTE SPACE FOR THE PROPOSED
 A1-4' M.H NEXT TO EXISTING CATCH BASIN
 IN CLEARWATER PARK ROAD.
 5. A RPZ BACKFLOW PREVENTER WILL NEED TO
 BE INSTALLED AT THE WATER METER ON
 PRIVETE PROPERTY. ALL BACKFLOW
 PREVENTERS SHALL BE COMPLETELY HIDDEN
 FROM VIEW WITH SHRUB.
 6. A SEPARATE IRRIGATION METER IS
 SUGGESTED.A PROPER BACKFLOW PREVENTER
 WILL NEED TO BE INSTALLED ON THIS LINE.
 7. ANY WORK WITHIN PUBLIC R.O.W WILL
 REQUIRE A SEPARATE PERMIT FROM CITY
 ENGINEER'S OFFICE , 659-8040.
 ANY NEW CONNECTION TO CITY SERVICES WILL
 REQUIRE A SEPARATE PERMIT FROM PUBLIC
 UTILITIES ENGINEERING SERVICES
 DEPARTMENT, 659-8040.
 8. PLEASE PROVIDE PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR ENTIRE SITE,
 IT SHOULD BE SIGNED AND SEALED BY THE
 DESIGN ENGINEER.THIS DATA WILL BE USED
 TO CALCULATE THE STORM CHARGES TO THE
 PROPERTY.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI


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