HomeMy WebLinkAbout2333 Dolan St - Special Inspections/Engineering - 05/31/2005Foundation Wall
Reinforcement Inspection
CLIENT:
Ryland Homes
8100 E. Maplewood Ave., Ste.100
Greenwood Village, CO 80111
Attn: Mr. Bob Shearer
Foundation Plan
BY r5 A!!r 5 l
PLAN NO. 3 J DATE D3L! 7/05-
Foundation Plan
. SPREAD FOOTINGS
❑ FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTL/THOMPSON JOB NO. F'C-' 2I5,� DATED DV3ofDZ
WALL ALIGNMENT OFFSET 41 I INCHES
Foundation Void
❑ REQUIRED THICKNESS INCHES
NOT REQUIRED
Reinforcing Steel
GRADE 0/10
BAR SIZE
y
NO. OF BARS
TOP Z- t�, 4( cb "t Lyl.L(.a
t 5
BOTTOM `l n+V
.L',
VERTICAL t�
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40'tfL�14"16,4A
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�7i �I/
HORIZONTAL L gE
I y GON
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tAC L S
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
,.TLITHOMPSON
ADDRESS:
West- Chx-s�
LOT J K BLOCK ti
FILING NO. JOB NO. 6C.02491
Foundation Wall Layout
UFER Ground ♦ Location of UFER Ground
❑ LOCATION
❑ NOT INSTALLED
NOT REQUIRED
COMMENT: