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from 26th Street to north of 57th Street . These plans included the construction of water main and reuse water main improvements on the intersecting side streets . This work was shown on the roadway plans and separate utility plans . The County has determined that the construction of the 20" water main will no longer be included in the project . The utility improvements will be limited to the construction of connections to the existing water mains on the intersecting side streets . The water main will be shown to be constructed from the existing water main connections on the east side of the IRFWCD Lateral A Canal , and will extend west across the proposed bridges crossing the Lateral A Canal . The water mains will then be extended west across 66th Avenue where they will terminate at a fire hydrant . The extension of reuse water main lines from the existing reuse line on the east side of 66th Avenue to the west side of 66th Avenue will be provided . In addition, the plans currently show the existing reuse water main to be deflected under the proposed 60" diameter culverts for the sub -lateral canals at each sidestreet location . Due to modifications of the size and invert elevations of the canal culverts , the reuse main may be able to cross over the canal culverts . These crossings will be reviewed and revised so as to provide for the reuse lines to be deflected over the canal culverts wherever possible . The revised water main and reuse line improvements will be shown on the roadway plans from SR 60 to 500 ' north of 49th Street . The roadway plans will be revised to eliminate the proposed 20 " water main as currently shown on the plans , profiles , and drainage structure sheets . The revised utility lines crossing 66th Avenue will be detailed on the roadway plan sheets . Separate utility quantities will be included in the roadway plans . The roadway plans for 66th Avenue from 500 ' north of 491h Street to north of 57th Street will not be revised at this time . A right turn lane will be added to the plans at the entrance to the Trillium subdivision . The right turn lane will be approximately 200 feet long with a 50400t taper. The roadway plans , cross sections , and pavement marking plans will be revised to include the right turn lane . The estimate of quantities will be revised as necessary to include the turn lane construction . Landscape and irrigation plans have been prepared for the project . The irrigation plans were based on utilizing re- use water for the irrigation supply in accordance with St. John ' s River Water management guidelines . After the irrigation plans were completed the County utilities department advised that the re-use water line would not have constant pressure, and that the time periods when re- use water would be available for use as irrigation supply could not be regularly established . Based on this it was determined that the irrigation plans should be revised to utilized groundwater wells as the supply source rather than the re-use water. " SECTION V — COMPENSATION " is being modified to incorporate the following : The COUNTY agrees to pay and the ENGINEER agrees to accept for services rendered pursuant to this Agreement fees in accordance with the following : A . Professional Services Fee 1 . The basic compensation mutually agreed upon by the ENGINEER and the Page 2 of 5 G : ALNR Support\ADMIN\Marketing\ProposalsyWPB \2011 \66 th Ave Amendment No 10 1 -23 - 12 . doc