HomeMy WebLinkAbout2333 Dolan St - Special Inspections/Engineering - 06/06/2005Fou ndation VMM •�'
/Waterproofing Inspection
CLIENT: Ryland Homes
8100 E. Maplewood Ave. Ste. 100
Greenwood Village, CO 80111
Attn: Mr. Bob Shearer
Foundation Plan
BY hm /q voe fp,6k PLAN NO
Foundation Type
. SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
❑ FOOTING W/MINIMUM ❑ OTHER
DEADLOAD L nn
CTL/THOMPSON JOB NO. - k5J DATED
Foundation Vb0d
❑ REQUIRED THICKNESS
❑ MEASURED THICKNESS
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
❑ EXTERIOR ❑ INTERIOR
FIG.
INCHES
INCHES
INSTALLED PIPE DIAMETER
INCHES
WALL HEIGHT
INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH
INCHES
❑ SLAB ON GRADE ❑ STRUCTURAL FLOOR
❑ PIPE INSTALLED
❑ GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
❑ GRAVITY, BELOW SEWER ❑ SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
MANUFACTURER
HEIGHT _ FEET
DISTANCE BELOW FOUNDATION WALL FEET
TLITHOMPSON
ADDRESS:
l,✓e �c
0
LOT / / BLOCK
FILING NO. JOB NO. /_ CD/ng s? r
Foundation Wall Layout
I
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3
p {
1
4
too n 's
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRESENTATI E ;� D•
�;• O� goy . P
REVIEWED BY
•1
. 36
DATE OF INSPECTION gyp; ••....• fir\ /