HomeMy WebLinkAbout4438 FOX GROVE DR - SPECIAL INSPECTIONS - 10/11/2018Foundation Wall
Reinforcement Observation
LC Homes at Fox Grove, LLC PROJECT NO:
I N C O R P O R A T E
SUBDIVISION: ��X [9/��f�� FILING:
FIELD REPRESENTATIVE: TeLS(/'+-- -5 ADDRESS: '41 i. ) fi �[%,X 6e0*'c
DATE OF OBSERVATION: / � /D TIME: 61• 30 _ LOT. /7 BLOCK:
WEATHER CONDITIONS:
Recommended Foundation System Foundation Wall Layout
SOILS REPORT BY: C T k
PROJECT NO:
DATED:
❑ SPREAD FOOTINGS
FOOTINGS WITH MINIMUM DEADLOAD
❑ DRILLED PIERS
❑ OTHER
WALL IN CENTER 1/3 OF FOOTING OR PIER RYES ❑NO
Foundation Void
9 REQUIRED THICKNESS
❑ NOT REQUIRED
Ll
INCHES
Foundation Plan
BY: yr G
PLAN NO: ,r IQ� �2 k / 1/ DATED: -,3—
Wall/Grade Beam Reinforcing Steel
0
. P17J
t-
ffl . ..'
Mr
1/
UFER Grou1cle
LOCATION
❑ NOT INSTALLED ❑ N REQUIRED
Items Checked
® BAR SIZE
® BAR QUALITY AND SPACING
�. LAP LENGTH
® COVER
Remarks:
❑j , FORM VOID
DOWEL BARS
WALL THICKNESS
WINDOW REINFORCEMENT
+ Indicates location of UFER
Summary of Observation
�IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED; ADDITIONAL OBSERVATION REQUIRED
Iq
REVIEWED BY
Oct 112018 10:10 AM
Foundation Wall Drain/
Void/Waterproofing Observation
CLIENT: LC Homes at Fox Grove, LLC
CTL I THOMPSON
ADDRESS:
�al -
N`l30-
LOT 19 BLOCK
FILING NO. _ __ PROJECT NO. Cw 7AF L 9-0-
Foundations Plan Foundation Wall Layout
BY rt'C. _l _!`10Y�eJ[, PLAN NO. ��l SZj1 Iz IS
Foundation Type
�] SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK\� �P
FOOTING W/MINIMUM n OTHER
DEADLOAD �J
CTLITHOMPSON PROJECT NO& 74fZ4A �I ED 4 / 8 I
Foundation Void
Iq REQUIRED THICKNESS_ INCHES
[MEASURED THICKNESS INCHES
Foundation Wall Condition
❑ SURFACE PROBLEMS (HONEYCOMBING, EXPOSED STEEL, ETC.)
(SHOW LOCATION ON SKETCH)
Recommended Drain Type
XEXTERIOR [] INTERIOR
❑ SLAB ON rGRADE ❑ STRUCTURAL FLOOR
FIG&I_/ir_7 WALL HEIGHT 9ta INCHES
TOP OF WALL TO BOTTOM OF TRENCH _ /Oq-II (' _ _ --INCHES
Do PIPE INSTALLED, DIAMETER (INCHES)
❑ GRAVEL INSTALLED, GRAVEL SIZE
K WINDOW WELL DRAIN INSTALLED
K WINDOW WELLS CONNECTED TO DRAIN
Type of Outlet
❑ GRAVITY, BELOW SEWER XSUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STREET STUB)
❑ UNDERDRAIN SERVICE LINE CONNECTED TO FOUNDATION DRAIN
�J Foundation Void:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Wall Drain:
KIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
D4IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
v
10-S��
I
N
dV
7JL.loy
6 I t 10511
` ^ C-i i2c)V,i
INDICATES LOCATION OF WINDOW WELL
REMARKS U�1N �A,2 alb
i • � iY
i,/ • f % i
• i
_%LS Cj"0ct 112018 10:10 AM
FIELD ARESENTATIV17
REVIEWED BY
9helz��
DATE OF OBSERVATION
Excavation/Footing
Observation
CLIEN, LC Homes at Fox Grove, LLC
FIELD REPRESENTATIVE: T
DATE OF OBSERVATION: ' d q �"� g TIME: i
WEATHER CONDITIONS:,�G/eo^
I N C O R P O! A T I D
PROJECT NO: A� 9a v
SUBDIVISION::tll'e!Ea.x &r0&'e /FILIIN,G:
ADDRESS: '7�c�SX 5zQK'_d FIJi/
LOT: BLOCK:
Recommended Foundation System
Foundation Layout
SOILS REPORT BY: Ca f %uyr,0 a�'� -
PROJECT NO f
DATED:
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _
PSF.
MINIMUM WIDTH
INCHES
FOOTINGS WITH MINIMUM DEADLOAD
D
S1
MAXIMUM SOIL PRESSURE OF
PSF.
�k9
MINIMUM DEADLOA PRESSURE OF D
PSF,
tX��
PROVIDE A INCH VOID BENEATH GRADE BEAMS
A
MINIMUM WIDTH
NCHES
Foundation Plan
�$
BY: (YYn D^^ �`l
z
PLAN NO: Fa__ � d 1 S DATED: 01
�J
WALL FOOTING WIDTH PER PLAN YES
❑ NO
COLUMN PAD PER PLAN C&YES
[:]NO
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
❑ATSITE INSTALLED
Soil Conditions At Footin Level
UPPER L L - -7 -
Ground Water Conditions
NONE IN EXCAVATION
[]NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT 1 FEET IN BORING NO. -/" I q
Remarks
I
Foll Gr®ve Dr
INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Summary Of Observations
A FOOTING IN GENERAL CONFORMANCE WITH PLAN
❑ FOOTING REJECTED; ADDITIONAL OBSERVATION REQUIRED
CONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER; ADDITIONAL OBSERVATION REQUIRED
Spencer Schram
REVIEWED BY
t 10 2018 4:58 PM
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