HomeMy WebLinkAbout371 Kalkaska Ct - Special Inspections/Engineering - 06/21/2012Excavation
CT ITHOMPS®N
CLIENT:
Encore Homes, LLC
1218 West Ash, Suite A -_
_.._.... Windsor, CO 80550..__... __
Soils Exposed in Excavation
. .. ............
...... .
ADDRESS
.r
LOTz_ _..._..... BLOCK ___._.. �_
FILING NO. ,,,PROJECT NO. .FEU.... ...),._L U.,.. d.,O,O_
Excavation Layout
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN RORING NO....... ........... TO _ FEET
ENCOUNTERED AT- 77 .............. FEET IN BORING NO....,%,~}`'_�5
DRILLED DURING CTLITHOMPSON PROJECT NO. FCC 'i'l - 060-IZ0
DATED.-_.. ",f
REMARKS: ---__....................._
.-!
Soils at Foundation Level /
UPPER LEVEL .._....._C.�a,i fd on�.✓..44.✓...�
''rUw v
LOWER LEVEL...__..._......C..Y..1:'T.............._.__--....
Recommended Foundation System
U SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _......_._....................._.._............._._.._..._..._.......
PSF.
ti FOOTINGS WITH MINIMUMDEAD-LOAD
MAXIMUM SOIL PRESSURE OF .._._.... !. IJ C. _...._. __.
__. - PSF.
MINIMUM DEAD -LOAD PRESSURE OF _-.pJ.-..,-.-,
PSF.
J GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF ... ... .... .................. ......... .......... _.... ... ... .
PSF.
MINIMUM DEAD -LOAD PRESSURE OF ._--_„_......................._............._PSF.
PROVIDE A -_.,---_ INCH VOID BENEATH GRADE BEAMS
DRILLED FRICTION PIERS
MAXIMUM END PRESSURE OF ...................... ... _ ._ _........
_.._.. _ PSF.
SKIN FRICTION OF . ....._..._.. ........._................�__._ ._..........._......._.__PSF.
MINIMUM DEAD -LOAD PRESSURE OF __............_.......,.-_.-.._,-_.,,
PROVIDE A ...... .... ..... ..... ._..INCH VOID BENEATH GRADE BEAMS
!......_; DRILLED PIERS INTO BEDROCK
MAXIMUM END PRESSURE .. _,...... .,_.....
..._..._.......PSF
SKIN FRICTION OF .._... ........._ ...
PSF
MINIMUM DEAD LOAD PRESSURE.OF _„ _
_ - .,_PSF
PROVIDE A._.._. _ _ INCH VOID BENEATH GRADE BEAMS
Instructions to Contractor
CONDITIONS AS ANTICIPATED
Fj CONTACT GEOTECHNICAL ENGINEER
FIELD REPRESENTL4
DATE OF C.2RSCRVAt ii�N ..
REGISTF,p
S
CLIENT
Encore Homes, LLC
1-m-We3t AS(1, .�iUi�L•" A`-- --
Recommended Foundation System
C T U.THOMPSON PROJECT NO FGU,s•3,z OrJ,aZQ
DATED,,....,,.
!,J SPREAD'FOU..,..__-...
MAXIMUM SOIL PRESSURE OF ... ......... PSF.
MINIMUM W DTI i ,NCHF..S
._ OOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOA�D}PRESSURE OF - S _ PSF
PROVIDE A "1..._._ .,,... INCH VOID BENEATH GFAD BEAMIS
MINItAUM WIDTH ,il_L CHES
Cl GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF PSE
PROVIDE A_ INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH .. _... . INCHES
Foundation
�-Plan
BY _ 1 1
. Cp�-•-,-+L,..-�..._. I _A-32_�'I uoh - .% • ysi__ "1 ims.�c �.S
PLAN NO. _L«%.9..�U, 47,E _..__. DATE
WALL FOOTING WIDTH `o - < [_._ (INCHES) DEPTH ._ (INCHES)
COLUMN PAD __ .................:INCHES) DEPTH (INCHES)
COLUMN PAD ..__ ... ..... (INCHES)DEPTH _.._.._ ..__._._.. (INCHES)
REINFORCEMENTAS PER PLAN;
V..-ES ❑ NO �,f NONE REQUIRED
!�rT SITE ❑ INSTALLED
Soil .Conditions At Footing Level
UPPER LFVEL �aV , '.eJC%• /✓ � b..h._ �
LOWER LEVEL
ADDRESS
LOT._......_. __.. _ _..._. _............ BLOCK '7_..
FILING NO ..... -_.._PROJEUTw0.__._�,��.5.3�0,�c1C�
Foundation Layout
I
CouY
A INDICATES APPROXIMATE DEPTHANIDTH MEASUREMENT LOCATION
In sections to Contractor
b lfr�' "DOTING IN GENERAL CONFORMANCE WITH PLAN
u FO/OJING REJECTED
5'L;ONDITIONS IN EXCAVATION AS ANTICIPATED
Ll CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
Groynd Water Conditions RECONIMHNDFD CORREC TIVE PROCEDURE
ONE IN EXCAVATION--...._._ ...,..
I,.__] NP,NE ENCOUNTERED IN BORING NO ,. ... TO `EE7 ..... ,--....... ._ ... ... .
y
ENCOUNTERED A. ✓ FEt iU 9 RI " NO r '�' H y
. !„�V.L���'%
Remarks:,
- 771
r
ra:
FIR; PEeRG.,E,�;c���_�.,�
DATE OF OBSERVATION sk
Foundation Mall
Reinforcement Observation
CLIENT Encore Homes, LLC.
1218 es s u e A-
--—VUmdsor, C0 0650 —
----- ;ff Ms. UeC"ra Rogers"I'l'" '"'
CTL l THOMPsoN
ADDRE
DV
77 1<a1 Kos_ rt
LOT ...M .....�. -BLOCK ...._7
FILING NO. _ PROJECT NO r_., 0s RD �tJ -
Foundation Plan Foundation Wall Layout
By C_T_L—jT-"-"-pAoh....strkc��w1..... K�ihters
PLAN N0. _[_(h.! S.3 D i6 DATEO-.,.J
Foundation Plan
FOOTINGS
❑�I-,
A�SPREAD
l.&46OTINGS WITH MINIMUM DEADLOAD
L1 GRADE BEAMS AND PADS
[_ DRILLED FRICTION PIERS
(- DRILLED Pi..mRS INTO BEDROCK
OTHER .....
CTL/rHOMPSON �7
PROJECT NO. _F{,� .. .0 O 0Q ^ )�OUATEU�.�/
WALL ALIGNMENT OFFSET ................. �._. _._......INCHES
Foundation Void
L j
' REQUIRED THICKNESS ,_.,. [_.
INCHES
NOT REQUIRED
Reinforcing Steel � L/
GRADE ......._-_._..._S? Q_,_.__ .. _....._._. BAR SIZE
NO. OF BARS
TOP........3......... # ! Y......._..... _.. ....._.. - ... ..................... _.._._.... ........."...." .. `�
TOM VERTICAL
VERTICAL
HORIZONTAL ....... ..._.. ."... . ... ..........
COUNTERFORT ...... UFER Ground"} Locatioo�n f LIFER Ground
Instructions to Contractor �� LOCATION@ r5 r ot, CC-C>r-KOX 0-�
Ei » GENERAL CONFORMANCE WITH PLAN ❑ NOT INS TALLED� Z r -S� Ll}y"-y.�l.
L1 REJECTED C"".C'Gd"'".•"J i
COMMENT ��- .._........._. ._._. 1l}
RECOMMENDED CORRECTIVE PROCEDURE _
ICTLITHOMPSON
F IT-D-M-9-
CLIEN7 Encore Homes, LLC. ADDRESS.
ee
1-2
.. .... . . .. . . ..... . ... ... .......
4�
WmRd—sor, CO 8066-4- jr� ...... ...
LOT2 .... . ..... . CK -7 .. . ..... . . . ...... .......
FILING NO.-_., -PROJECT NO _ -o
-Aft -M—s. be —bra Rogers _Eoll
Foundation Plan
Foundation Wall Layout
BY .... ..... ... PLAN NO.
Foundation Type
I SPREAD FOOTINGS GRADE BEAMS AND PADS
DRILLED FRICTION PIERS Lj DRILLED PIERS INTO BEDROCK
FOOTING W;N11NIMUM F_ I
jOTHER
. .... ...
DEADLOAD
� F (05 'Lc�, 4;6 -1
CTLITHOMPSON PROJECT NC)..
`emu
[)AT ED
L--
Foundation Void
i 1p,
REQUIREPTHICKNESS INCHES
MEASURED THICKNESS INCHES
Foundation Wall Condition
1 EXPOSED STEEL.
EEL
7! SURFACE PROBLEMS (HONEYCOMBING, ETC)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
t_j EXTERIOR INTERIOR
FIG
INSTALLED PIPE DIAMETER INCHES
WALL HEIGI I I .... ... .... -3-6 INCHES
DEPTH -TOP OF WALL TO BOTTONI OF TRENCH . ................. INCHES
SLAB ON
ct �T a S Ka C6
GRADE QZTFI.UCTURAL FLOOR
PIPE INSTALLED
❑ GRAVEL IN91ALLED, GRAVEL SIZE
RECOMMENDED CORRECTIVE PROCEDURE—- . ... . .. ...
Type of Outlet
.. . ...... . ... . . ...... . ...... ..... ...
GRAVITY, BELOW SEWER 5' SUMP PIT
UNOERDRAIN SERVICE CONNECTION VISIBLE (AT STUBj
. . . .. .... . ....... .. . ......... . . . .... .
Foundation Void:
. . ..... .
Fj IN GENERAL CONFORMANCE WITH RECOmmF. izAnON'.;
. . .. ........
REJECTED
Foundation Wall Drain:
-------- ----
IN GENERAL CONFORMANCE W1111 RECOMMLND',TIONS
E] REJECTED
LA Foundation Waterproofing:
91 IN GENERAL CONFORMANCE WITH RECO4:I;1F.Nr)A.TI,0NS
TED L J REJEC
LORERRESEN:
ED Exterior Insulation
IAANUFACTURER
HEIGHT
Y
-16
FEET .. ........
DIS EANCE DELON zOUNDATION WA FEE r
DATE OF