HomeMy WebLinkAbout5832 Big Canyon Dr - Special Inspections/Engineering - 04/25/2013Excavation/Eooting
Observation
CLIENT:
Ryland Homes
_ -871TU E: a1Vl ewootl Ave., ate. 16V
— �Freenwoo i
.._...-----_..._.... _.
Recommended Foundation System
CTLITHOMPSON PROJECT NO. .J!�10,65_i'_+�� -i
DATED
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _ _. PSF.
���� MINIMUM WIDTH ---- ...- _ INCHES
P?FOOTINGS WITH MINIMUM DEADLOAD '
MAXIMUM SOIL PRESSURE OF ______PSF.
MINIMUM DEADLOAD PRESSURE OF I SIG __, , __` PSF.
PROVIDE A _ INCH VOID BENEATH GRA E BEAMS
MINIMUM WIDTH -.-.__., --- / (,et1$ tl p x( 8) INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF ._.....
PSF.
MINIMUM DEADLOAD PRESSURE OF
PROVIDE A -.----.--INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH.-----__-_____- INCHES
Foundation Plan
BY
PLAN NO. � CC'' _DATE
WALL FOOTING WIDTH %."L- `'�A_ (INCHES) DEPTH �'_-_- (INCHES)
COLUMN PAD.,x „`4.-yl (INCHES) DEPTH .-] Z__ (INCHES)
COLUMN PAD ------ �_,(INCHES) DEPTH (INCHES)
REINFORCEMENT AS PER PLAN:
(_y YES ❑ NO ❑ NONE REQUIRED
❑ AT SITE NSTALLED
Soil Conditions AJt! Footing Level
UPPER LEVEL Ll"J-.
/ Y--------
LOWER LEVEL _..._.,_W}---�-•,v y-- L F--r�i..tn---____...
Grgund Water Conditions
NE IN EXCAVATION
LONE ENCOUNTERED IN BORING NOL IL TO FEET
ENCOUNTERED AT FEET IN BORING NO.
Remarks:
CTL I HOMPS®N
ADDRE '
LOT - LBLO K _
FILING NO._-_--3-1..-..... ._._.PROJECT NO.,
Foundation Layout
® INDICATES APPROXIMATE DEPTHNVIDTH MEASUREMENT LOCATION
Instructions to Contractor
Ef-Fd06TING IN GENERAL CONFORMANCE WITH PLAN
❑ FOOTING REJECTED
U-C�NDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Drain/ � CTLITHOMPSON
Void/Waterproofing Observation
CLIENT: ADDRESS*
Ryland Homes 1 It_ e Q
8200 E. Ma lewood Aver Ste. 150 'S7 iz_
_ ,.. . �..._ _.
Greenwood Village, CO 80111 _._...�.,.._..�. _____.� _.._ ._ _.�_.__........,... LOT . BLO�,C,KK
_....... ..............._.............._ _�____._..,..,____..._...._ FILING NO., ._._.._PROJECT NO. f'CO S i�''4'�5- p
Attn: Ms. Annette Wendorff _ y
Found ti njPI
BY --� PLAN NO, C.3
Foundation Type
[� SPREAD FOOTINGS
GRADE BEAMS AND PADS
[� DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
*WTING W,'MINIMUM
F1 OTHER
DEADLDAD
CTLITHOMPSON PROJECT NO.
�]o3�'Z�
s�t31 bAl'EO
Void
EEndation
OUIRED THICKNESS,,,,....,...._.._
EASURED
THICKNESS ,,........
INCHES
Foundation Wall Condition
[] EXPOSED STEEL
Ej SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended r Drain Type
❑ EXTERIOR }IXyI,.IIN_TEE I9gR
FIG. �Iii(I Lt lQ ...3 1
INSTALLED PIPE DIAMET,E/p _ _..............__ INCHES
WALL HEIGHT t��" _ INCHES
D TH•TOPOFWALL TO BOTTOM OFTRENCHjZ_Z 13Z..
INCHES
SLAB ON GRADE STRUCTURAL FLOOR
E INSTALLED 3%
EL INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVITY, BELOW SEWER WSUMP PIT
UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
4IFoundation Void:
�IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
undation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
(, 1 F undation Waterproofing:
L i! _ GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
o 10 Exterior Insulation
MANUFACTURER
a ..._._...... _....... -._.._.__.........._........ _...
......_............_
s HEIGHT FEET
11 DISTANCE BELOW FOUNDATION WALL ..... ........... . FEET
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE_
12
0
Foundation Wall
Reinforcement Observation
CLIENT:
Ryland Homes
ap ewooAve., e. T50-
U_reenwoodAiflage; M WV11— "
-- Attn Ms. met e_Ven o
Founion PJn 1 I
By Sti( ohl3 ?A�l S _
PLAN NO. 13 O l (O DATE 'ZSS
Foundation Plan
SPREAD FOOTINGS
FOOTINGS WITH MINIMUM DEADLOAD
GRADE BEAMS AND PADS
DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
OTHER
CTLrrHOMPSON _
PROJECT NO.DATED)
WALL ALIGNMENT OFFSET INCHES
Foundation Void
REQUIRED THICKNESS
INCHES
AM
❑ NOT REQUIRED
Reinforcin Steel
GRADE
BAR SIZE _ y
OF BARS
�
TOP
TOP
Z_
BOTTOM
VERTICAL
HORIZONTAL Z
COUNTERFORT
Instructions to Contractor
/EHWeENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
el; N I ;k*q1 1N
Y a o o=Rico=erastjiio�
ADDRES$'J n e (44W � n
�/�j/1/�_ CI I l�� L1�
LOT I� BLOCK _
FILING NO. PROJECT NO. Fe-0 S S `(• 3. 00(
Foundation Wall Layout
1
+..-j
t+
'._i 1.
1
C 1
L
I T ti
t
�U(FER Ground # Location of..0 ER Ground
)}yOCATION � U.
❑ NOT INSTALLED
COMMENT: