ORD 1555 - Laserfiche WebLink

f. rnn~pmg and walla should be mstakl~ such that the lot drainage system designed by the civil enginee~ is not disrupted. WaW. z should not be allowed to pond on the lot. g. Conditions, covenants and restrictions (CC&.Rs) for the subdivision should include the lot drainage requirements. Specific reference to drainage requirements should be included in the deed for each lot in order to px'~vent homeowners from altering drainage on the loL 75. The recommendations and plans provided by tlz lot owner' s geotechnical and civil engineers should be carried out complew. ly and co~ctly by the owner's contractor. The g~ and civil en~,,,'--s should 'pwvid~ conlinuous inspection during con,Vlz1/clion in orciex to ellauze that thei.r l'ex~m~rlntinnS and pla/Is ~ being protRuly implemented. (MM 9.E.3) 76. Prior to tentative map approval, the potential for seismically induced lan&ttides and liqueiction must be investigted in detail. De~ib-,t investigations are required for evaluation and preparation of slope/mhilir~rinn plalB. Thil inve~tigalion toILet include an evaluation of the potential for activation of l~ri,llrh,~ duzing an earthquake. If a high potmtial for activation exists then the slope stabni-=tlon plans must include measures for reducing the !i~ihood of earthqualm caused landslides. In addition, the liqudaction potential of the soil must be evaluated. If a high liqBefa{iioll potelltial existl the~ _I?eo__mm~ei~tlonl for rVinimin~ng ftlttlr~ ttnm:~ must be inc~porated into the subdivision d~gm (MM 9.1:. l) All buildings should be designed and con.m'uct~ in a~:ordan~ with th~ Cit7 of P1easanUm building codes, pan~,l~rty tho~ seclions of the cod~ r~garding earthqg r~stant design. Th8 geol~..hnica[ investigation vzpon for each lot should inClUde ~ de,~II l'eCOlDlll~lil~ ~ _reeO__mm~_ti-'afinns for sit~ period or soil pw~le coefficient as well as a disamion of seismically inducBi landslides. (MM 9.F.2) 78. The snr¢-,~: drainage system for the daelopmmt as a whole should be evaluated by fig geot~__hrd,-,,i engineer and ~g geologist in order to aletin'mine the effects of the suzface drainage sysW. m on spsings and the groundwater regime at the site. Clam 9,O, 1) Th~ recommendations of the gw~_.,,i,-~i ~gine~r and ~g g~t ~ ~~bym~s~d~~~~. ~m~ ~ ~ ~o~ be ~ by ~ ~g ~ .d~g ~di~g ~ O~ ~ ~ 1~ of ~ sub~ m' ~d ~ ~ on ~t ~ngs. ~ 9.0.2)