HomeMy WebLinkAbout5124 Stillwater Creek Dr - Correspondence/Engineering - 12/08/2000 (2)APR-02-01 MON 01;52 PM WRITER NORTHERN
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Excavation/Footing
Inspection
CUENT, The Writer Corporation
„�. , , ,,.,HoTlhetn Colorado DNr sto .
5293 McWhlnney Blvd, Ste 100
LovelaLnaycdo
CTI /7HOMPSON, INC.
CONSULTING GFpT6c,HNICAI
r
AND- MATERIALS- ENQP4EERS-
ADDRESS Ste is64 CYk T. N
S1 a- -Ij _ _.._I L k4 C.L.
LOT „_,_,Y!_ .G 2 ,BLOCK ' F11ING NO. JOB NO. ,,I,q
Recommended Foundation System Foundation Layout
CTLm+oMPSON JOB NO. _ C- 1116
DATED K -at A
9
❑ SPREAD rOOTINGS
MAXIMUM SOIL PRESSURE OF----,,
.... T, _ _PSF.
MINIMUM WDTH
INCHCS
❑ FOOTINGS WITH MINMUM DEAD•LOAO
MAXIMUM SOIL PRESSURE OF _
P$F,
MftNUM DEAD -LOAD PRESSURE OF
P$F,
PROVIDE A INCH VOID BENEATI I GRADE BEAMS,
MINIMUM WIDTH
INCHES
GRADE BEAMS AND PADS DESIRNEO FOR;
6 T
MAXIMUM SOIL PRESSURE OF b0 Pg,
MINIMUM DEAD-LC/�p PRESSURE OF
~PSF.
PROVIDE A i ,INCH VOID BENEATH GRADE BFAMS
Foundation Plan
BY Co.0 A S'i•
PLAN NO.
WALL FOOTING WIDTH_ to JNCHES
COLUMN PAD _,. „ JNCHES
REINFORCEMEWASPER PLAN
0 YES ❑ NO q NONERE9Uf&D
■ AT SITE ❑ NSTAUM
Solt Condiff ns At FootingA Level
TORVANE OR VANE SHEAR. _...... _. _PSF.
DLNVER PENETROMETER TEST _
Ground Water Conditions
S NONE IN EXCAVATION
TA ❑ NONE ENCOUNTERED IN SORINC NO.,,,`___ TO FEET
LNCOUIYrERED AT FEE r IN BORING NO.
Instructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCFDURE
REVIEWED BY
ririr€ CIF INu12CIIGN � � ~