Plan Review Notes
Plan Review Notes For Project Z22050022
Project Number Z22050022
Review Stop PU-CS
Sequence Number 2
Notes
Date Text
2022-09-04 10:23:17PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -SOME OF THE RESPONSES IN MOST RECENT RESPONSE LETTER
 DID NOT SEEM TO CORRELATE TO THE REVIEW COMMENTS OR
 PLANS. PLEASE PROOF RESPONSE LETTER IN NEXT
 RESUBMITTAL.
 -PLEASE ADD REVISION DATES ON CIVIL PLAN SHEETS.
 -SHEET C300 EAST SIDE OF BUILDING. DOOR SHOULD NOT OPEN
 INTO RIGHT OF WAY.
 -IF NEED A SEPARATE DEDICATED METERED IRRIGATION WATER
 SERVICE THEN SHOW AND LABEL ON PLANS. IF IRRIGATION
 RUNS OFF PROPOSED LARGE DOMESTIC METER THAT IS FINE
 ALSO. COULD NOT DETERMINE WHICH WAY WAS PLANNED BASED
 ON PRIOR RESPONSE.
 -WATER METERS MAY NOT BE INSIDE BUILDINGS OR IN
 DRIVEWAYS. SHOULD ALSO NOT BE IN VEHICLE TRAFFIC.
 PROPOSED LOCATIONS NOT ACCEPTABLE AS SHOWN ON CIVIL
 PLANS. MAY NEED TO RELOCATE WATER SERVICE OR CHANGE
 ANOTHER ASPECT OF PLANS. 6 INCH METER SHOULD ALSO BE
 WITHIN 15 FEET OF CRANE TRUCK ACCESS.
 -ADD ABOVE-GROUND WORDING TO LABELS OF PROPOSED 6 INCH
 AND 3 INCH METERS. SHOULD REFERENCE STANDARD DETAIL WS3
 REV SEP2019. ADD WS3 TO CIVIL PLAN SET.
 -3 INCH BACKFLOW ASSEMBLY LOCATION MAY CONFLICT WITH
 SEMI TRUCK TRAFFIC AND PRODUCT UNLOADING AS SHOWN ON
 A1.01.
 -PROPERTY OWNER WOULD BE REQUIRED TO RECORD BACKFLOW
 COVENANT AS A CONDITION OF WATER SERVICE.
 -3 INCH WATER METERS ARE SUPPOSED TO HAVE 4 INCH
 SERVICE LINES PER WPB STANDARD DETAILS.
 -ADD WATER AND SEWER DEMAND CALCULATIONS TO UTILITY
 PLAN.
 -MAY HAVE TO CUT AND CAP UTILITIES FURTHER THAN SHOWN
 ON PLANS. WILL REVIEW FURTHER AT ENGINEERING
 DEVELOPMENT SUBMITTAL.
 -REFUGE AREA IN NORTHERN DRIVEWAY IS NOT CONSISTENT
 BETWEEN PLAN SETS. UPDATE PLANS TO MATCH BASIC DESIGN
 AND AREA. ALSO PROVIDE MORE INFORMATION ON THE REFUGE
 AREA. IS IT PAINTED, RAISED, AND ADA COMPLIANT?
 -VERIFY PRIVATE FIRE SYSTEM WILL NOT HAVE AN AUXILIARY
 WATER SUPPLY SUCH AS A WELL.
 -SHOW AND LABEL ALL PROPOSED GREASE TRAPS ON UTILITY
 PLAN.
 RESPECTFULLY,
 MARK HURLEY [email protected]
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