HomeMy WebLinkAbout6020 HUNTINGTON HILLS DR - SPECIAL INSPECTIONS - 9/16/1999Excavation/Pier
Inspection
CT/TH ON, INC.
CONNSULTINGING GE GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: mangle ADDRESS:
_ Homes HU.NTSN(1"a1J \_- s
7340 Caley Avenue Ste 300 F,O'ao ON NSLt S �r
Englewood Colorado 80111 LOT C BLOCK ,--
FILING NO. JOB NO.
Attn: Mr. Eric Eckberg
Recommended Foundation System
CTUTHOMPSON JOB NO. Z_ - \\\a
DATED
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE FOR PIERS
SKIN FRICTION OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A
INCH VOID BENEATH GRADE BEAMS.
MINIMUM LENGTH
FEET
DRILLED PIERS INTO BEDROCK
MAXIMUM END PRESSURE FOR PIERS-- PSF.
SKIN FRICTION OF
�-� PSF.
MINIMUM DEAD-40j1 PRESSURE OF � �� _PSF.
PROVIDE A `�
INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION
FEET
MINIMUM LENGTH \ 4�
FEET
Foundation Layout
Foundatio�T Plan
ev l-�L��tiT L MP�4�nFF�?.E_F�LC.
PLAN NO.
PIER DIAMETER 0 INCHES
WALL PIER PENETRATION N�- \'Zi FCC.=0C FEET
COLUMN PIER PENETRATION FEET
Reinforcement OL L
�NO. �� GRADE `1�'0 BARS
INDICATES PIER INSPECTED
Conditions Observed I KILLING COMPANY
SOILS IN EXCAVATION: O �q F =�--`- F`L�T SPi�S
LOWER LEVEL UPPER LEVEL
_ PIER NO. T � Y � —
SO�oa+) SOILS IN PIERS t7` 5 V� L =� iL,-P`p _�� IN OVERBURDEN 6 FT. _ _FT.
pG OWN (LO W l�1 `��S IN BEDROCK t� F . , _FT.
_ OQ )DEPTH TO GROUNDWATER �6 FT. FT.
OLiV� .-TAN 6 � N� kST - CASED DEPTH -- Fi. Fr.
Ground Water Conditions
:R NONE IN EXCAVATION Instructions Contractor
❑ NONE ENCOUNTERED IN NO. TO FEET ® PIERS OBSE D WERE SUPPORTED BY MATERIALS SUITABLE FOR
5d ENCOUNTERED AT_FEET IN BORING NO.�- RECOMME PMD DESIGN ci ITERIA
Remarks' (� ❑ PIER IN A TION NOT APPROVED RE
FIELD RE E E ATIVE /
ySA
Foundation Wall
Reinforcement Inspection
CLIENT:
Engle Homes
7340 Caley Avenue, Ste 300
Eng ewood, Colorado 130111
kftn: Mr. tric t:CKDerg
Foundation Plan
BY
PLAN NO.
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 _ ` INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE 'a BAR SIZE �3
NO. OF BARS yE
TOP
BOTTOM a
VERTICAL I- A Via ai O,C. _
Instructions To Contractor
® FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
4/:
®CTL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS.
�U.N��N�ToN \A``S LLS
AN. i�C'
LOT —BLOCK
FILING NO. JOB NO. V�l C7�
Foundation Wall Layout
Comment:
\- d �'3 � �� 0-
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