HomeMy WebLinkAbout6127 CARMICHAEL ST - SPECIAL INSPECTIONS - 3/30/2004 (2)Excavation/Footin;,
Inspection
CLIENT: Ryland Homes
Greanwinnd Village, CO 801111
Recommended Foundation System
CTL/THOMPSON JOB NO. F'L Z 1 S 1i
DATED I - i s- - 0 2
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
PSF.
INCHES
FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF Z i o s o
PSF.
MINIMUM DEADLOAD PRESSURE OF 6�00
PSF.
PROVIDE A H INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH
INCHES
❑ 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 Plan
BY L,... s w 1 f-..... 4-s
PLAN NO. 3 L 0 DATE
WALL FOOTING WIDTH Sw Si (INCHES)DEPTH �— (INCHES)
COLUMN PAD Zg✓24,ZIX%4 (INCHES) DEPTH ! 2 (INCHES)
COLUMN PAD Ha x 4o (INCHES) DEPTH t Z (INCHES)
REINFORCEMENT AS PER PLAN:
[� YES ❑ NO ❑ NONE REQUIRED
❑ AT SITE ® INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL
LOWER LEVEL
Y b0 T�C r� ► .�+t� i 1 �..iL )
Ground Water Conditions
[ NONE IN EXCAVATION
[ NONE ENCOUNTERED IN BORING NO. I- Imo_ TO
❑ ENCOUNTERED AT FEET IN BORING NO
Remarks:
15 FEET
40 ITHOMPSON
ADDRESS:
L r2� Z-,
LOT it BLOCK
FILING NO. JOB NO. I:L - Z. ZIr
Foundation Layout
INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION
Instructions to Contractor
�Q IN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
RE
VE A // P44.O-
REVIEWED BY — y8 I U
4
DATE OF INSPECTION
PM%l
Foundation Wall
Reinforcement Inspection
CLIENT: Ryland Homes
8100 E. Maplewood Ave., Ste. 100
Greenwood Vi0111
MMMM MEWIwee■000MM7AMI t,
ADDRESS:
1/"__4G L—S G
L7 �-r G...� ,,,._ : � try ► S�.
LOT ►► BLOCK
FILING NO. JOB NO. rG
Foundation Plan L Foundation Wall Layout
BY -1-5 Ff t;v a-.5 w 1 f o .�-'� 5
PLAN NO. 1(.0 DATE Z- f $- 'Oy
Foundation Plan
❑ SPREAD FOOTINGS
y FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTLITHOMPSON JOB NO. F G' Z S DATED -3
WALL ALIGNMENT OFFSET INCHES
Foundation Void R
I ,
N REQUIRED THICKNESS ` INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE %0 BAR SIZE y
NO. OF BARS
TOP "Z Gawi` .
BOTTOM 2 4 q .
VERTICAL X �aa'' 401�- Z' V-,--X
HORIZONTAL ?—
CONTERFONTS 3#`lT1?� 74q &,�AInstructions to Contractor
I.IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
i
eaq,,,...: � Lt
UFER Ground* Location of UFER Ground
❑ LOCATION
❑ NOT INSTALLED
NOT REQUIRED
COMMENT: ' Z -4Y 41,e 4.41-- - /
L.-.�-c� ?0• RF.r'�S
FIELD REPRESENTATIVE (/ •.•
•O
REVIEWED BY
DATE OF INSPECTION •. • • • •..•
.a.