HomeMy WebLinkAbout508 HUNTINGTON HILLS DR - SPECIAL INSPECTIONS - 2/2/2000Foundation Wall
Reinforcement Inspection
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-TL/THOMPSOEC INC.
j] ANODSMATERIAHNICAL
NULTING ��LS�ENGINEERS
CLIENT:
En le Homes
7340 Caley Avenue, Ste 300
En lewood, Colorado 80111
Foundation Plan
BY C
O
PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
❑ FOOTINGS W/ MINIMUM DEADLOAD
Q GRADE BEAMS AND PADS
❑I DRILLED FRICTION PIERS
I DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
REQUIRED THICKNESS
❑ NOT REQUIRED
Reinforcing steel f/
h b BAR SIZE
GRADE 4
NO. OF BARS
TOP
BOTTOM Z
VERTICAL ' e)' C
INCHES
Instructions To Contractor
.FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
P)
ADDRESS: / �-
cJ �> g
LOT I S y . BLOCK
FILING NO. JOB NO. Ff -1hZs'
c
Foundation Wall Layout
Comment:
Excavation/Pier
Inspection
CLIENT:
En lewood Colorado 13101,11111
CTL/THOMPSON, INC.
L'gI CO S�TINE1G?IAGE ENGINEERS
ADDRESS:
17Ua Oi
—_EE_�
LOT ! , BLOCK
JOB NO.
FILING NO.
Attn: Mr. Eric Eckber
Recommended Foundation System
CTUTHOMPSON JOB NO. D
DATED M M I�
F1 DRILLED FRICTION PIERS PSF.
MAXIMUM END PRESSURE FOR PIERS = nc
SKIN FRICTION OF PSF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
c=l
MINIMUM LENGTH C
DRILLED PIERS INTO BEDROCK PV ( PSF.
MAXIMUM END PRESSURE FOR PPPIIEt�RSO-- � �� PSF.
SKIN FRICTION OF A �.1 PSF.
MINIMUM DEAD-LO PRESSURE OF �.r-----
INCH V ID BENEATH GRADE BEAMS.
PROVIDE A FEET
BEDROCK PENETRA
TION
Em FEET
MINIMUM LENGTH NOW6�Found�tio Plantl,� �� lie
BY Q
FLAN NO i _INCHES
PIER DIAMETER FEET
WALL PIER PENETRATION FEET
COLUMN PIER PENETRATION
Foundation Layout
Reinforcement BARS
NO. GRADE
Conditions Observed
SOILS IN EXCAVATION:
��L. [Y1PJlSi��'"" t K(2RtirN
,
SOILS IN PIERS:
i
Ground Water Conditions
❑ NONE IN EXCAVATION "t _TO 1 a�a)_— FEET
NONE ENCOUNTERED IN BORING NO. —J_
ENCOUNTERED AT FEET IN BORING NO. __--�--
Remarks:_
a
{ INDICATES PIER INSPECTED
DRILLING COMPANY
Ip \ iN " i►`� 4 -
LOWER LEVEL VEL
PIER NO.
IN OVERBURDEN Q �' 1'
IN BEDROCK I I —+— __"—FT.
DEPTH TO GROUNDER la2_i1_ A — FT'
CASED DEPTH „
— FT. '� — — FT.
Instructi0 stt;�ro Contractor
PIERS O E VED WERE SUPPORTED BY MATERIALS SUITABLEr�
RECOM E DED DE N CRITERIA
PI IN LATION T APPRQV D
FIELD ENT V
,r
IE