HomeMy WebLinkAbout2914 Golden Harvest Ln - Special Inspections/Engineering - 06/11/2003Excavation/Footing
Inspection
CLIENT: Writer Homes
Greenwood Village, C00 80111
Attn:
Muff-Mebily
Recommended Foundation System
CTL/THOMPSON JOB NO.
DATED
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
CK FOOTINGS WITH MINIMUM DEAD -LOAD ,�s�
MAXIMUM SOIL PRESSURE OF Z, �r 0 PSF.
MINIMUM DEAD -LOAD PRESSURE OF �iOD PSF.
PROVIDE A ,q , INCH VOID BENEATH GRADE BEAMS.
INCHES
MINIMUM WIDTH l D INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Fou dation Plan
BY 9'-G
PLAN NO. !! Li i
WALL FOOTING IDTH t 1 INCHES
r
COLUMN PAD (�(
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
T SITE ❑ INSTALLED
Soil Conditions At Footing Level
.J
a� I(i�v+
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
O -NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
Ik 1 �
ENCOUNTERED AT , FEET IN BORING NO.
-RCmarks:
�_ I Q( 4 0
a jff'q
-191 CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
iR.i 4:_n6e_ ..
LOT BLOCK�i
NO.
•B• A
Foundation Layout
LJ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall
Reinforcement Inspection
CLIENT: Writer Homes
Village,Greenwood
CTL/THOMPSON, INC.
'6Q' CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
7- C n hksuerL (r c
LOT , BLOCK �Ly
-
rl: U Y
e FILING NO. JOB NO. r C r1
Foundation Plqn
BY C- �y
PLAN NO. . C 01
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
® REQUIRED THICKNESS
❑ NOT REQUIRED
Reinforcing Steel
GRADE (00 BAR SIZE
NO. OF BARS
TOP 2
BOTTOM ti
VERTICAL ^
INCHES
Instructions To Contractor
L FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
LIFER Ground + Location of UFER Ground
❑ LOCATION
❑ NOT INSTALLED
Comment:
(rr�q {r ✓iL 2. � 1.
.7)
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