HomeMy WebLinkAbout332 Kalkaska Ct - Special Inspections/Engineering - 06/20/2012Excavation/Footing cT L i TH OM PSON
Observation IS /ao j / - ) L_ � {f _
CLIENT:
Encore Homes, LLC.
124
— -Wind off CO 80550 --
-.____ ._-
_. ___-........-_
Aftn: 1Vls�e bra -Rogers
ADDRESS:
C 1<
Lor ...._. 2.. - -._.., .-. ...... BLOCK
FILING NO .. ............ ..... —PROJECT
Recommended Foundation System CTLITHOMPSON PROJECT NO. F bS.S 0 06O- 1st!�r�
DATED Mr y 31 20 faZ
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _. _.._............... PSF
MINIMUM WIDTH..,...-,.. INCHES
FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF IS D U
MINIMUM DEADLOAD PRESSURE OF .5QC7 PSF
PROVIDE A INCH//VOID SENE�Af'H` GRADE BEAMS
MINIMUM WIDTH-. , _ /.,�CI!J � �G./ INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF .. - PSF"
PROVIDE A MCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH _..... ..,.._ -INCHES
Foundation Plan
By CT�
PLANNO. _LC O „'F3_�O t7_ DATE OS- S' l.Z,
�1 WALL FOOTING WIDTH /6 -1 k (INCHES) DEPTH p__-_... (INCHES)
COLUMN PAD �?X yy(INCHES) DEPTH (NCHES1
Q COLUMN PAD ,3 ( .3(r _ (INCH ES) DE P1-H �. (INCHES)
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
Dy SITE ❑ INSTALLED
Soil Conditions At Footing Level
UPPER LEVEE-
—T—
LOWER LEVEL
Ground Water Conditions
1_ ONE IN EXCAVATION
(wl NONE ENCOUNTERED IN BORING NO. ... TO ,....., FEET
[P�NCOUNTE.RED AT ,,,,,,,, 7 ... FEET IN BORING NO
Remarks:
Foundation Layout
16
PSr
Ig
PSF O ........_. _..
tly
51 f3L
00
Ic
).. .�,
`a
%1ti 5/C!w coSAr r
♦ INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
In_s�ctions to Contractor
LDOTING IN GENERAL CONFORMANCE WITH PLAN
��❑ FOOTING REJECTED
LNONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
F3
f:
FIE1 REPRESEt,' IV
&/2U -
DATE OF OBSERVATION
Foundation
Reinforcement Observation
CLIENT; ADDRES;;
Encore Homes, LLC.
�C2"1 9 West Asfi-, SutWR —Q.
.. .
--llttintlsor; C0 80550 - -- __33 2 it 4 k
-
.__ .,.. _.. LOT BLOCK ..........
_ .......................__i
ll'. ......_ FILING NO... ....___. PROJECT NO.__t—C'(,�,-J�7._L 1'�Otl
Foundation Plan L Foundation Wall Layout
By Cam...-..-i A-d rM . Spa fYm _.. .e +sc L_. F»_� i h ee r
PLAN NO. ...._GL%.?Q.....GiJ_s" ._.. _........ DA'E
Foundation Plan
SPREAD FOOTINGS .�...�.._...
=fNQS WITH MINIMUM DEADLOAD -
i
r ..., GRADE BEAMS AND PAD
DRILLED FRICTION PIERS
Ej DRILLED PIERS INTO BEDROCK I
OI HER ._.... :
CTLItHOMPSON f
PROJECT NO...._�.0..6. <__....... ".,.
WALL ALIGNMENT OFFSET .WCHES ..'". _... .'_
Foundation Vold
REQUIRED THICKNESS, .....- _INCHES
,.....) NOT REQUIRED
ReinforcingoS��teel _ 3
GRADE _ ._. tB. ._._. _......_ AAR SVF
-
NO OF BARS !�
TOP ---- 14 - F
Borrp 1
't C-�
VERTICAL
HORIZONTAL. ._. __. ..............
c:ouNTERFQRr _._... __. ....... UFER Ground a I..ncat" n of LIFER Groune
Nw 1 G �\
IUGip ATN,J�S! �+ V✓ _GQ rkerC
Instructions to Contractor NOT INSTALLED 1 ,`�
(1 0lbw o�.�� ear,ne_..��4 0-- N GF.. GENERALCONFORMANCE C)RbiANCE 1A'f if i PLAN
REJEG'r'ED
RECOMMENDED CORRECTIVE PROCEDURE COMMENT. ... ... ......... .... ...
..................................... .......................
FIELD
12
Foundation Wall Drain/ CTLIT OMPSON
Void/Waterproofing Observation
CLIENT; ADDRESS
Encore Homes, LLC
1218 WestAsh, Suite A ...
..
Windsor, CO 80550 LOT._ __ ___ �^^
_..... ._ _... ....... .. _._ ........... ...._. FILING NO............ ..._PROJECT NO ._...i._C O 17..ZQ........
Attn. Ms. Debra Rogers
Foundation Plan
BY........._ ..,,...... ..............- ......-...,......... PLAN NO.
Foundation Type
^i SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
DRILLED FRICTION PIERS j DRILLED PIERS INTO BEDROCK
'FOOTING W?MINIMUM OTHER _...... ......... _.,_
. ........ _.__.
OEAOLOAD ��py-9•Lo.G(o-tba
CTUTHOMPSON PROJECT NO _...... -, _ _ DATED
Foundation Void
REQUIRED THICKNESS.._..._ ........... _._.... INCHES
MEASURED THICKNESS _..... . _.._...._........._. _......... _____.. INCHES
Foundation Wall Condition
Ej EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING, ETC.)
{IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
E] EXTERIOR ® INTERIOR
FIG..........._. J_............................
INSTALLED PIPE DIAMETER
WALL HEIGHT
DEPTH -TOP OF WALLTO BOTTOM OF TRENCH
SLAB ON GRADE Ivl STRUCTURAL FLOOR
PIPE INSTALLED J'
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVITY, BELOW SEWER N SUMP PIT
UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
0 IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
n REJECTED
Foundation Wall Drain:
® IN GENERAL CONFORMANCE WITH RECOMMENDATION S
REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
❑ Exterior Insulation
'D MANUFACTURER
>HEIGHT ........ ................................ . ....._....,...- .......__. FEW
m
�" DISTANCE BELOW FOUNDATION WAtA. FEET
... INCHES
INCHES
INCHES
Foundation Wall Layout
___jJ —___—(5v
~ 7 ,
Govoy C�ak.P
i !
4 5p,
4 i
t ,
RECOMMENDED CORRECTIVE PROCEDURE