HomeMy WebLinkAboutRS110386_Observation ReportMISNI MSPECIN)Nz91VKES INC.
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Observation Report
mbMpe¢ 15 Avalon Vista Nexoon Coasl CN
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labM1me Avalon Vista II Project
a gip¢ Design West Architecture
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sr IN KNAEngmeering,lnc.
omq. Nis Robert Getz
fir: Nathu Development
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rypeatWekObrwk Reinforcing Steel Placement qa M-24-12
vented the placement M reinforcing steal at the following locations: the new fountlalion rooting secion births
immerged new Retajmng Wall Indian along the east side ofthe proposed new Tennis Coun and the new
foundation mWmg section for the proposed new SecpnN Entry Gate lec ited at the north end of the proposed
new onveway to Garage of Parcel 1 Qotmeny Lot tz & 13t.
2. Verified reinbrcine steel fir size, grade, ap, lacaflan, and clearence.
3. WoM verified, unless noted Whenvjse above, Is in accordance with the givm plans & specifications, which are
pending the County W Orange approval.
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Observation Report
tebMnaslSAvalon Vista NewportCoael.OA e«rmxwapeg RWI10047
hblYmn Avalon Vista II Pro ad xJast Cei Weal Ambiersture
makew Owprear: Simpson SET-XP Epory Engthem KNA Engineering, Inc.
MpMrNnin Recall Gap central Natbu Oevelcpment
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tSpeo/WrtObwG Elpry Ocwel lnstalleose qEe W-1912
i Observed the Installation of (20) -#5 horizontal dowels Ib 16 o c. with a min. 9" embed horizontally into the
Lower Level concRia wan section for the new to stiffing structural ra-ma of" new foundation feeling reduce
olthe prcposM new RHmning Wall alone the east ea coma proposed new Tennis court NParcel I Pormehy
2. Vented the size, depth. and cbanrinesa of boles prior to the application M Simpson SET-XP Epary. Lot
p2070414G ezp. 03/3 V2014.
3. Work observed, unless noted otherwise above, is In accordance with the approved plans & sp rd(ca0ons.
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m CTIOx saRVMES INC.
Observation Report
AbAdM1ec 15 Avalon Vista Nexoprl Coast GA 0.mYtNunM SW110105
A4IYm Avalon Vista II Project Ashei Design West Architecture
Mvnwpautpten: Concrete, Mix Design pRS500P43 Inglai KNA Engineering, Inc.
darkness Name Rupert Getz O aasslan III Development
B4 SaftnimbsiKP Cia,um on
MCMWwkOtrervaS ReNbrced Concrete ps¢ 04 17-12
1. Observed the placement by line pump & consolidation by machvibrator of approx. 40 cuyds. of Robertson's
Ready Mil conttHe, mk design NR550nP43 at the folbwjng locations : the newt undata n elabongrale antl
cud sections of the proposed new Terrace Lounge areas located on the east & west ads of the new Infinity
Swimming Pool & Spa located on the exterior eoMM1 aide of the new Main Residence, and the new foundation
slab -on -grade S curb sections at the proposed new Lawn A" along the south formal between the Main
Reaidence and the Rao. Center of Parcel i formerly Lot 12Is 13).
2. One ate of N x 8"= 4 test cylinders was taken from Load p3 (30 cu. I), ticket p8068216, truck %264, placed
the new foundation slad-ongratle & curb section of the proposed new Terms Lounge located on the east
side 0 the new Infinity Swimming Pol I Spa Slump lest result, 4-IS
3. Work obaccrIed, unless noted otherivides travel is in accordance with the approved plans&is in—
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