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<br />7A <br />Page 17 <br /> <br />E. <br /> <br />Engineering Standards & Construction Criteria: <br /> <br />1. Any structural improvements in the TP-W Zone and/or the <br />Transition Zone must be designed by a licensed Civil Engineer. <br />The following standards are provided for this licensed Civil <br />Engineer. The improvement shall be designed with additional <br />consideration for the integrity / stability of the lagoon slope, and <br />shall be substantiated by site-specific geotechnical investigations. <br />2. Maximum height of fill to be retained is three (3') feet, elevation = <br /> <br />105.5' . . A#~~" <br />3. General Lagoon InformatIon: (All eleva s are based on mean <br />sea level 1929 datum + 100') <br />. Top of slope elevation~, ".,' T{i;tX".102.5' <br />. Water levels vary dePënding 'i\1I""', he season, (high <br />water elevation = ow water e ' tion = 97'). <br />. Lagoon Bottom ation = 92.5' +/- <br />. Lagoon Slop Horizontal: 1 Vertica <br />. Lot Lines gen" go A;J'ltom of Lagoo <br />Upper limit of Ri~ ation = 101' <br />. Low' it of Rip ation = 95' <br />. Maxi Uowable 'ng pressure on footings is <br />M1,00.0 p~{; , <br />axlmu .., s ,,100 psf*. <br /> <br /> <br /> <br /> <br />aring pressure and/or the maximum <br />y be subject to change if foundations are <br /> <br />, ip tection <br />~~",,~te ~~e, restoration, and/or repair of the Rip Rap (Rock <br />s1°E~) s1î~ be consistent with Section 02206 "Rockslope <br />Prof~J?n" ",~ City's Engineering Standards. Please contact <br />the Ctt¥:s Engineering & Construction Division for further <br />infor40n (650-780-7380). <br /> <br />5. ,,~.~,~~,:,p~lIutant Discharge Elimination System (NPDES) <br />Tt)~',"proposed improvements/construction shall comply with all <br />"';"¡ <br />requirements of NPDES and/or any other applicable water <br />quality programs in effect at the time of project approval or <br />enacted hereafter. <br /> <br />10 <br /> <br />. ."'--,---, ---"""-"--"'--'----"-'--'" <br /> <br />....----....,--.-.----..,-.---..-..'--' , <br />