HomeMy WebLinkAbout2935 Zephyr Rd - Special Inspections/Engineering - 07/30/2015Excavation/Footing
Observation
CLIENT: Toll Brothers, Inc.
10 Inverness Drove East, Ste- 125
Englewood, 80112
Recommended Foundation System
CTLITHOMPSON PROJECT NO. 0 . 0-0 � � I Z, 0
DATED P
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH
�dFOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF 1-Si go PSF.
MINIMUM DEADLOAD PRESSURE OF _t lJ 0 PSF.
PROVIDE A 1 1 INCHGRADE BENEATH GRDE BE
MINIMUM WIDTH l� ,' 6_5 ~O Y=LL INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF
INCHES
PSF.
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH
INCHES
Foundation Plan
BY G�L ��o✓h /�fo�
PLAN NO. a� �� �3 DATE
WALL FOOTING WIDTH f �j -, 3 74NCHES) DEPTH (INCHES)
COLUMN PAD X Z _ (INCHES) DEPTH M (INCHES)
COLUMN PAD _1 Y (INCHES) DEPTH f �� (INCHES)
REINFORCEMENT AS PER PLAN:
VS ❑ NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
Soil Conditions At Foottiin/g Level
UPPER LEVEL � T0'G , 51-
LOWER LEVEL6 C- 56" Y/ a6%0 e
Ground Water Conditions
VNONE IN EXCAVATION
[j ivONE ENCOUNTERED IN BORING NO. _ TO FEET
0 ENCOUNTERED AT i �/� FEET IN BORING NO.
Remarks:
ro
N
CTL I THOMPS®N
ADDRESS:
LOT `� BLOCK_%
FILING NO. PROJECT NO. CV
Piy Y6� ,',q
A INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION
Instructions to Contractor
Eg-<OOTING IN GENERAL CONFORMANCE WITH PLAN
❑ FOOTING REJECTED
C <ONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
-- rr- -A40was
FIELD REPRESENT VE G
;y
n ti C. i•.•
REVIEWED BI U t " L
DATE OF OBSERVATION
V7•L'i Yz7) M It, U a,� 1'.. nif
CLIENT: Toll Brothels, Inc.
125
CIO, S
BY fU SL'! 1'
PLAN NO.
Q
F] SPREAD FOOTI.NGG 7 GRADE BEAMS AND PADS
❑ DRILLED -I�P.S 7 DRILLED P'ERS INTO BEDROCK
FOOTING 7. OTHER
DEADLOAD
J'_ C T 1 \10.
CTLITHOMPSON; PR-
FAREQUIRED THICKNESS INCHES
bTMEASURED i HICKN'ESS INCHES
Founiden'-jon y ticis Condlimbl
❑ EXPOSED STEEL
❑ SURFACE PRGSLE.',--� (HONEYCOMBING, ETC.)
(IF CHECKED. SPO"Pit LOCAT ION ON SKETCH)
R e c or m s, (, i ED, •gr a i in T -yr p
E] EXTERIOR ❑ INTERIOR
FIG.
INSTALLED PIPE DIAM,E7ER
INCHES
WALL HEIGHIT INCHES
DEPTH -TOP OF li%!AILTO BOTTOM OF TRENCH)a-.5- I INCHES
F SLAB ON GRADE F-] STRUCTURAL FLOOR
PIPE INSTALLED
zi GRAVEL INSTALLED, GRAVEL SIZE
Type -ol
F-] GRAVIT"', S;=VIER ❑/SUIAP PIT
F1 UNDERDRAIN SERVICE C&INECTION VISIBLE (/j' STUB)
X1
F,],'IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
.1
L]REJECTED
71
'Ef IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
V1. IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
El
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
L
ADDRESS:
act. sA; 7-
LOT
FILING 1\10. P J E C
RECOMMENDED COR—IREC7VP330
REVIEWED
DATE OF OBSERVATION