HomeMy WebLinkAbout6156 DOLAN CT - SPECIAL INSPECTIONS - 9/3/2002Foundation Wall grain/
Void/Waterproofing Inspection
CLIENT: Ryland Homes
8000 E. Maplewood *venue, Ste 120
Attn: Mr. Bobearer
Foundation Plan .
BY PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
LOT _ BLOCK
FILING NO. JOB NO. '
Foundation Wall Layout
rR FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD J`�� 1
CTL/THOMPSON JOB NO. LC ' 1 ��. J( C' DATED'
Foundation Void
REQUIRED THICKNESS f INCHES
MEASURED THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR [�, INTERIOR
RECOMMENDED DRAIN DETAIL
FIG. f `,i ("-'
INSTALLED PIPE DIAMETER C-I INCHES
WALL HEIGHT I () ,l INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH "I INCHES
[„SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED
Type of Outlet
❑ GRAVITY, EXTERIOR
D4 GRAVITY, BELOW SEWER
19 SUMP
J' Foundation Void:
,9 IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
�I Foundation Wall Drain:
A IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
N GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
:m
El
E
_
-,-
G
-LL
- -
4-4-41
._..�..a.�. _ _-_I _.
RECOMMENDED CORRECTIVE PROCEDURE
FIELD 7PRESENTATIXf
REVIEWED BY
DATE OF INSPECTION