HomeMy WebLinkAbout3051 Sage Creek Rd - Correspondence - 05/29/2001 (3)Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT:
James Company
2919 Valmont Road, Suite 204
Boulder, Colorado 80301
Attn: Mr. Scott Holmes
Foundation
BY iY �Iy[L� cL. tI LPL-- PLAN NO.
Foundation Type
0C4PREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
❑ FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD
CTL/THOMPSON JOB NO. � C' %p4 S DATED / 3 ! _ D I
Foundation Void ((��
❑ REQUIRED THICKNESS j!I INCHES
❑ MEASURED THICKNESS INCHES
,rRlecommended Drain Type
L4 EXTERIOR ❑ INTERIOR
RECOMMENDED DRAIN DETAIL
FIG. 7
INSTALLED PIPE DIAMETER INCHES
DEPTH TOP OF WALL TO BOTTOM OF TRENCH S ! INCHES
®,.SLAB ON GRADE ❑ STRUCTURAL FLOOR
Type of Outlet
❑ GRAVITY, EXTERIOR
® GRAVITY, BELOW SEWER
❑ SUMP
❑ Foundation Void:
❑ IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
:i. Foundation Wall Drain:
EY," GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
�Foundation Waterproofing:
-nN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
®CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
JUN 2 7 2001� �fZ
ADDRESS:
� CJ
z'
LOT S 7-1/7— BLOCK
FILING NO. JOB NO. jG Ijr27l
Foundation Wall Layout
_i_
RECOMMENDED CORRECTIVE PROCEDURE