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HomeMy WebLinkAbout6050 Medlar Pl - Special Inspections/Engineering - 10/28/2016Excavation/Footing Observation CLIENT: Toll Brothers, Inc. -----'1H0>-<l..,nw11 .e,. mess-D~~\le-East,Ste.-1_,.2,.5 __ ___ ___,.,Englewood,-CQ-110~1+.<,------ --,..Awttn;-Br4~ellY---------·-------- Recommended Foundation Sys,t~ CTLITHOMP-SON ?jlJECT NO. tfu-CG'-fZoo'1.- /lD ~TED CJl-t:>'t_::/~ · MAXIMUM srnL PRESSURE oF I e>o PSF. ~ SPREAD FOOTINGS ~ MINIMUM WIDTH 6 ~h 21lic'Z0)1NCHES 0 FOOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF PSF. MINIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A ___ INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH ____________ INCHES 0 GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF _________ PSF. MINIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH ____________ INCHES Foundation Plaf'I; BY c-rl "'( '?(2 V'if Si214 PLAN NO. fU2_ tfef'J'f,ffl' DATE O?·Z&'~/~ WALL FOOTING WIDTH z(?e_, (INCHES) DEPTHf"1-t~NCHESJ COLUMN PAD ft' l/ (INCHES) DEPTH (INCHES) COLUMN PAD-:f"'"'-'JV (INCHES) DEPTH (INCHES) REINFORCEMENT AS PER PLAN: J:;?'VES 0 N~ 0 NONE REQUIRED 0 AT SIT~ INSTALLED Soll CondltlonJ!-A! Footing Level UPPER LEVEL 7"'-"4 r; ....oW" . C("f,v' G d Water Conditions E IN EXCAVATION / E ENCOUNTERED IN BORING NO. l. q /3.fL TO ?.,,f}" FEET 0 ENCOUNTERED AT FEET IN BORING NO. ----- Remarks: _______________ ~ CTLITHOMPSON ADDRESS: LOT ____ ~----- BLOCK_,.-',,_,_=~--- FILING NO. PROJECTNo.'fa::. r;;(i!(z 1c:o ,_~i-~-+~+:-+: _~"~-~1:-~_,.~.,,$~~~ c~ t: ::, - ""' --··--·- - _,_ ~t-i-r-,- !- - ·-1-i- - . '\\ /-' H-+-1-+-+-<-H·-H-<-l-r-- - - - -- '~ i' -f-1-+-t-t-i-l-i--t-++-+,__ ~:::= ·-.-=,;:::= 1 =JH'~t .,, -lo.~ - - --·--·I----·- ·-'- __ l_l_I.... -'-:;i'J.:tI:. \-:. A\ INDICATES APPROXIMATE DEPTHfWIDTH MEASUREMENT LOCATION 111$1ructlons to Contractor Z'J FOOTING IN GENERAL CONFORMANCE WITH PLAN 0 FOOTING REJECTED 0 CONDITIONS IN EXCAVATION AS ANTICIPATED 0 CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE -------- fJ?"11~__)2_A(/</...- FIELD REPRESENTATIVE REVIEWED BY /6-zff-JC Nov 10 2016 2:20 llM Foundation Wall Reinforcement Inspection CLIENT: Toll Brothers, Inc. ----41~0Klnvemess-9Five East, Ste.425--- ----4Ertftlewoed;-GG-804-1-i!------- -----Attm-Brian-Kelly-------- Foundation Plan BY (·rt 140"1 fZS9.--. , PLAN NO.[W 'f e{J "16. / l(----D~-JE-6-.~7--'2-C--/-C- F~ndatlon Plan )2r SPREAD FOOTINGS 0 FOOTINGS WITH MINIMUM DEADLOAD D GMDE BEAMS AND PADS 0 DRILLED FRICTION PIERS D DRILLED PIERS INTO BEDROCK OoTHER CTUTHOMPSONJOB NO,(cae017,001-1loDATED Cil-t>f-1{, WALL ALIGNMENT OFFSET ___ __:'/, _____ INCHES Foundation Vold D REQUIRED THICKNESS ___________ INCHES IZI NOT REQUIRED Reinforcing S!lleJ GRADE >(:,o BAR SIZE --'u.!.../:_...o:_> __ _ NO.OF BARS/ TOP (_ # !? l(7"1 t' BOTTOM (.-tf7 (01./: vERT1cAL I Fl?' & Vt' o& HORIZONTAL 1-#?' (o"f' @. '% pi?{ 1/? lllJlructlons to Contractor }2f IN GENERAL CONFORMANCE WITH PLAN 0 REJECTED RECOMMENDED CORRECTIVE PROCEDURE -------- ADDRESS: LOT "\ B!.OCK j; ---- FILING NO. ___ JOB NO. (CLJ 6'<;L( 7 '--cr;o ____ _ Foundation Wall Layout .._ -- H--· - H-- - +- +- -H+- i- f-- ·- 1-- H- :-1--J-- H-i-H-- H-H-"-+--+ --1 -'+-ii- - -- - '-l-H-~-J.--1-1-f--1-1-++++-l-1-H-l-l-l-+++-l-1- - - - - --1-ri-t-+-1-1-1'--t-lrrrrlH--i-l-J.--+++-lli+-I - - - -l-H-i-i·i-J-t-1-1-t-ri- - - -H-H-l-H--Hl+-1 - - -.- -l--l-1-l-++-+--<--1 •1~1- ~==-=E-i=-11-E:EjjtiB-· ---- --- 1-1-1--1-H-+-l-+l'-l-H-+-+-H-H-+-l-l-+++++-ll~H L '- -1-11-1-+-+++~HH-H-·H-++-I- +-- 1---· I- -- -1-1- - - -1- -r -1-1-1-4-J.--H+ •- - - -j-1-1--< -i---- U_9ER Grounjl +Location of UFER Ground ,El LOCATION lU.- i "'6 r D NOT INSTALLED D NOT REQUIRED COMMENT:---------------- REVIEWED BY /I-')-/{; Nov 10 2016 2:36 PM DATE OF OBSERVATION DATE OF OBSERVATION