HomeMy WebLinkAbout2202 Fossil Creek Pkwy - Special Inspections/Engineering - 03/24/2005Excavation/Footing
Inspection
CLIENT: ADDRESS:
_ __Ryland Homes--- --- -- -- - �✓CS f
8100 E. Maplewood Ave_., Ste. 100
oo
Greenwd Villaael CO 80111 --__ LOT
--- ---- - _ BLOCK -- _
- ----- - -- - --- -- .- - --- - - FILING NO. - - - ---- - JOB NO.
Attn: Mr. Bob Shearer
Recommended Foundation System
CTLITHOMPSON JOB NO.
DATED�-
XSPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH - _ " _ INCHES
❑ FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF _ PSF.
MINIMUM DEADLOAD PRESSURE OF PSF.
PROVIDE A ----INCH VOID BENEATH GRADE BEAMS.
MINIMUM
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF _ _ _ PSF.
MINIMUM DEADLOAD PRESSURE OF _ _ PSF.
PROVIDE A ---,--------INCH VOID BENEATH GRADE BEAMS.
MINIMUM FOOTING WIDTH _ — - INCHES
Foundation/ Plan [ ,/
BY ---
PLAN NO.
WALL FOOTING WIDTH 0 'J;t(INCHES) DEPTH 'S- ____ (INCHES)
COLUMN PAD 1�`_�lf�A�L1 k (INCHES) DEPTH --(INCHES)
COLUMN PAD/W&slQ (INCHES)) DEPTH - (INCHES)
REINFORCEMENT AS PER PLAN: /tt' J-VxjVx /(j
ja YES ❑ NO ❑ NONE REQUIRED
kAT SITE ❑ INSTALLED
Soil Conditions At Footing Lgvel
UPPER LEVEL _C/q Sn�E/ �{
Ve
L-L_ _Lw1 S1Q e
LOWER LEVEL
Ground Water Conditions
PC NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
R ENCOUNTERED AT IC? - FEET IN BORING NO.
Remarks:
Foundation Layout
r
s
T.,
x 0
416
.100 6
X
INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
_
o�Pp0 REG�ST�
AIM_
FIELD REPRESENTATIVFt
_ _
REVIEWED BY
DATE OF INSPECTION
O �I N A
Foundation Wall
Reinforcement Inspection
CLIENT: Ryland Homes
Foundation Plan 1
BY SS )j Lor_s
PLAN NO. -7 Z S DATE 1-1-
Foundation Plan
I SPREAD FOOTINGS
❑ FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTLITHOMPSON JOB NO. L ' Z1 S<
DATED
WALL ALIGNMENT OFFSET G
INCHES
Foundation Void
❑ REQUIRED THICKNESS
t NOT REQUIRED
INCHES
Reinforcing Steel,
GRADE Co BAR SIZE
-I
NO. OF BARS
TOP Z 41 it
BOTTOM -L # a-1
VERTICAL e
HORIZONTAL
CONTERFONTS_-i+q �--p ;.1. 4a{ 1,�
� � tl4A1
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
OFCTLITHOMPSON
k M iR- R: Irr lik R A. T. 111 1
ADDRESS. -
LOT BLOCK G
FILING NO. JOB NO. - LZ %
Foundation Wall Layout
M
{
t
L�
G�
LF _
67
G�
eZ>'91' • i G ,-re_ it
UFER Ground +- Location of UFER Ground
❑ LOCATION
❑ NOT INSTALLED
[x NOT REQUIRED
COMMENT: 6" —.I,, —.g Z _si 4 't A h:>4+,,,,
-- ._.ram • L� 4 Z i � 4-
FIELD REPRESENTATIVE
REVIEWED BY
4-II-
DATE OF INSPECTION
i RED
'
�S�ONAL EN
)
Foundation Wall Dr.in/
Void/Waterproofing Inspection
CLIENT: Ryland Homes
ADDRESS: 5 t -
LOT BLOCK____. JJ
FILING NO. � JOB NO.
Foundation Ian
Foundation Wall Layout
BY tV d F Yq' o b l e PLAN NO.
i
Foundation Type
}
SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
n
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
li
❑ FOOTING W/MINIMUM ❑ OTHER
DEADLOAD
a €
CTLITHOMPSON JOB NO. ryj LV `i� DATED NOV 1
Foundation Void
j
❑ REQUIRED THICKNESS INCHES
1
❑ MEASURED THICKNESS INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
4�
Recommended Drain Type
❑ EXTERIOR_ INTERIOR BELOW FILL ❑ BELOW SLAB
FIG.
INSTALLED PIPE DIAMETER INCHES
WALL HEIGHT \OZ INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH ► INCHES
C5S /1
ParVW
SLAB ON GRADE ❑ STRUCTURAL FLOOR
T v(� Y��
PIPE INSTALLED
�1
GRAVEL INSTALLED, NOMINAL SIZE
RECOMMENDED CORRECTIVE PROCEDURE
Type of Outlet
❑ GRAVITY, BELOW SEWER ;, SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
❑ Foundation Void: A
❑ IN GENERAL CONFORMA CE WITH RECOMMENDATIONS
REJECTED
Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT -FEET
DISTANCE BELOW FOUNDATION WALL FEET