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The scale is incorrect on sheets E101 . Correct scale is 1 " = 20 '. 6 , CONCRETE POLES , FiXTURE SCHEDULE CALLS FOR 12 ' AFG , WHAT IS THE TOTAL - REQUIRED LENGTH OF THE POLE ? WHAT ARE THE WIND LOAD REQUIREMENTS AND ARE LOAD CALCULATIONS AND ENGINEERING REQUIRED? The site poles must be buried per the wind load calculations that must be provided by the pole manufacturer. The wind load shall be at least 140 MPH. See Structural Drawings for exact wind load requirements . 7 WHO PROVIDES HAND DRYERS ? Hand Dryers will be furnished and installed by the CONTRACTOR. 8 , UPON EXAMINATION OF THE ELECTRICAL PLANS IT WAS FOUND THE ONE - LINE RISER DIAGRAM SHOWS A 100 AMPERE MAIN CIRCUIT BREAKER , THE WIRE SIZE ALSO FIGURES TO BE 100 AMPERE . PANEL LP - 1 SHOWS A MAIN CIRCUIT BREAKER SIZE OF 200 AMPERE , IT APPEARS FROM THE CALCULATED LOAD OF 62 AMPERES , THAT 100 AMPERES IS CORRECT . PLEASE CONFIRE THE CORRECT AMPERAGE . The panel size will be 100-amp main breaker. 9 . IS IT THE CONTRACTOR ' S RESPONSIBILITY TO PROVIDE CONDUIT FOR THE TELEPHONE SERVICE TO THE LIFEGUARD STATION ? IF SO , DOES THAT ORIGINATE FROM THE NORTHWEST CORNER OF THE PROPERTY ? Telephone service shalt be provided via a 1 " conduit at 1 ft below grade from the nearest telephone pale with telephone service to lifeguard stand or alternately the Contractor may attempt to locate and splice into the existing conduit, as approved by the Engineer. See sheet U- 1 REVISED for the location of known existing telephone service . ADDITIONALLY: The phone line is a direct burial line. AT& T will need to pull their line to the existing lifeguard stand to a new demarcation point (maybe the side of the new restrooms) . From there the contractor will be responsible for the new line to the new lifeguard stand location . 10 . WILL FP & L PULL SERVICE WIRE THROUGH CONDUIT INSTALLED BY CONTRACTOR OR WILL CONTRACTOR BE REQUIRED TO PROVIDE BOTH ? FPL will provide and install a hand hole at the base of the concrete pole and install wire and conduit up the pole to the transformer. The CONTRACTOR is responsible for running conduit and wiring from the hand hole to the electrical meter can as shown on the electrical site plan drawing. 11 . C-2 , PLEASE PROVIDE A DETAIL FOR THE NEW 18 ' GATE AT THE NEW 6 ' FENCE LINE . Please see Technical Specification SECTION 020821 for gate and fence detail. 12 . C-2 , PLEASE PROVIDE THE QUANTITY AND A DETAIL FOR THE 12 " DIAMETER BOLLARD . ALSO VERIFY THAT 12" ROUND IS CORRECT . Contractor shall install (per manufactures specifications) seven (7) 42 "- 5 % diameter Pour In Place Bollards as supplied by Stor- Quip Systems, Inc or as approved by engineer. 13 . C- 2 , PLEASE PROVIDE ELEVATIONS AND DETAIL FOR THE CONCRETE SIDEWALK/PLAZA WHERE IT ABUTS THE ASPHALT PARKING AND HANDICAP SPACES . The concrete sidewalk/plaza will be flush against the asphalt parking surface. Grading east of the asphalt shall slope evenly to meet grades noted at the base of the stairs to the boardwalk and restrooms. 14 . C-2 , PLEASE PROVIDE SPECIFICATIONS AND QUANTITIES FOR ALL SITE FURNISHINGS . • Curb stops - 39 • Signs One-Way - 1 , Do Not Enter - 4, STOP - 2 . and Handicap - 4 • Bollards - 7 F :\Public Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008Wdde Page 510 #21#3 , #4 , & #5\ADDENDUM #2 AND ATTACHMENTS\Addendum #2 .doc Rev. 3- 12-08