HomeMy WebLinkAbout3615 Galileo Dr - Special Inspections/Engineering - 07/06/2011CTLITHOMP80N
July 6, 2011
Triton Communities
1490 Santa Fe Drive, Suite 100
Denver, Colorado 80223
Attention: Mr. Cod Jones
Subject Summary of Residential Construction Observations
Willow Brook Subdivision, Filing 1
Lot 30, 3615 Galileo Drive
Fort Collins, Colorado
CTL Project No.: FC05516-305
As requested, we provided residential construction observations for Lot 30, 3815 Galileo
Drive, in the Willow Brook Subdivision. We were scheduled for the following observations to date:
Observation
Date
ResuIVRemarks
Excavation/Footing
6/27/2011
Pass
Foundation Wall Steel
6/28/2011
Pass
Drain/Dampproof
7/1/2011
Pass
The information in our project files indicated there are no outstanding discrepancies for the
items listed above and that each was installed in general conformance with the project plans.
If we can be of further assistance, please contact us at your
Very truly yours,
CTL I THQMPSON, INC. Reviews
C eo:�e
or Grubb R. B. °C
Field Department Manager Division
Attachments: Excavation/Footing Observation Report
Foundation Wall Reinforcement Observation Report
Foundation Wall Drain/Waterproofing Observation Report
Cc via email: ced@bitoncommunities.com
REGis
351 Linden Street I Unit 140 1 Fort Collins, Colorado 80524
Telephone:970-206-9455 Fax:970-206.9441
Excavation/Footing
Observation
CLIENT: Triton Communities
1490 Santa rive, NO 100
Denver, CO 80223
Cefl Jones
Re o meQd�e, Foundafon System
-
DATED La / &I 1 0 t .._...
�SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSE
MINIMUM WIDTH —-----
INCHES
❑ FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF ______
PSF.
PROVIDE A --- INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH ..,_, , _.._._
INCHES
❑ GRADE BEAMS AND RODS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF--
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH
INCHES
Fourldation Plan
PLAN NO. SAID Y ►C �• DATE
WALL FOOTING WIDTH �_ (INCHES) DEPTH �_ (WCHES)
A COLUMN PAD _& 7l S& (INCHES) DEPTH /b (INCHES)
li COLUMN PAD z YL (INCHES) DEPTH /O (INCHES)
REINFORCEMENT AS PER PLAN:
RYES ❑ NO ❑ NONE REQUIRED
❑ AT SITE A INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL Z; C_ CI.�Lit.(' Sa y iAd -- b►- Yam`
LOWER LEVEL / G -nct ID r&WY-,
Ground Water Conditions
NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT _ FEET IN BORING NO. L M
Remarks:
I x c a a P a a A s R c
ADDRESS
�bge rud +c � Lp j&qtR
LOT AO �_.__.._ BLOCK_
FILING NO. I PROJECT NO.. _[�`•�+ „ 2CI S
Foundation Layout
♦ INDICATES APPROXIMATE DEPTHMADTH MEASUREMENT ux
Instructions to Contractor
0 FOOTING IN GENERAL CONFORMANCE WITH PLAN
❑ FOOTING REJECTED
CONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONMMNS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Drain/
Vold/Waterproofing Observation
CLIENT:
Triton Communities �.
_ 1490 Santa Fe Drive Suite 100
Denver, . CO 80223
Foundation Plan
BY
PLAN NO,
Foundation Type
SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
❑{�FOOTING W/MiNiMUM ❑ OTHER j
DeI�Rb.I°AEC�NO.�(1�DATED %� LP�,_„_
Foundation Void
❑ REQUIRED THICKNESS INCHES
❑ MEASURED THICKNESS W . _ INCHES
Foundation Wail Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
K EXTERIOR ❑ INTERIOR
FIG. I
INSTALLED PIPE DIAMETER y
INCHES
WALL HEIGHT /10 W 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 5j 3UMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
❑ Foundation Void:
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
`, b Foundation Wail Drain:
9 IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
1 Foundation Waterproofing:
PQ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior insulation
MANUFACTURER
HEIGHT
FEET
DISTANCE BELOW FOUNDATION WALL FEET
11111M-I !7 t. o R P o it a r i O
ADDRESS: j
LOT _ Ad BLOCK _
FILING NO. i PROJECT NO. j�=
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE
a