Plan Review Notes
Plan Review Notes For Project E16030025
Project Number E16030025
Review Stop ENG-M
Sequence Number 1
Notes
Date Text
2016-03-24 16:40:24LISTED BELOW ARE MY COMMENTS ON THE SUBJECT CIVIL PLANS
 (SHEETS 1 - 8 OF 8) DATED 3/11/16 AND SIGNED
 AND SEALED BY RICHARD REIKENIS, P.E.
 1. EXPLAIN HOW THE SOUTH END OF THE "ALLEY" NORTH OF
 BISCAYNE BLVD WILL DRAIN AFTER THE EXISTING CATCH BASIN
 IS CONVERTED TO A MANHOLE. (SHEET 2 OF 8)
 2. ALL PROPOSED STORM PIPE WITHIN THE PUBLIC
 RIGHT-OF-WAY AND "ALLEY" SHOULD BE MINIMUM 15" RCP
 PIPE,
 INCLUDING THE PROPOSED 15 LF OF STORM PIPE BETWEEN
 STRUCTURE S-105 AND THE EXISTING CATCH BASIN IN THE
 "ALLEY". (SHEET 2 OF 8)
 3. INDICATE THE MINIMUM PERIMETER ELEVATION FOR
 CONTROLLING STORMWATER RUNOFF. (SHEETS 2, 3 OF 8;
 SECTION A
 SHEET 5 OF 8)
 4. INDICATE VERTICAL DATUM REFERENCE (SHEETS 2, 3 AND 6
 OF 8).
 5. SOUTH INVERT ELEVATION MISSING FOR STRUCTURE S-105.
 (SHEET 2 OF 8)
 6. SHOW LOCATION OF FENCE ON SECTION A. (SHEET 5 OF 8)
 7. BERM SLOPES AROUND THE YARD DRAINS MAY BE AS MUCH AS
 3:1. (SECTION A SHEET 5 OF 8)
 8. LABEL EXSS ON BISCAYNE BLVD. AS "VCP SS" INSTEAD OF
 "VCP WM". (SHEET 6 OF 8)
 9. IS A BUILDING PROPOSED OVER THE STORM PIPE BETWEEN
 THE EXISTING CB IN THE "ALLEY" NORTH OF BISCAYNE BLVD
 AND THE EXISTING CATCH BASIN IN THE SOUTHEAST PARKING
 LOT OF THE SITE?
 10. CONNECT ROOF DRAINS INTO THE DRAINAGE SYSTEM OR
 DISCHARGE ONTO PERVIOUS AREAS IF POSSIBLE.
 11. RECOMMEND OWNER DO A CONDITION ASSESSMENT OF THE
 EXISTING DRAINAGE PIPES AND DRAINAGE STRUCTURES
 THAT ARE TO REMAIN.
 WITH REGARDS,
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 CITY OF WEST PALM BEACH
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS ST., 4TH FLOOR
 WEST PALM BEACH,
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