HomeMy WebLinkAbout3239 Glacier Creek Dr - Special Inspections/Engineering - 08/05/2015CTLITHOMPSON
August 5, 2015
Triton Communities
1490 Santa Fe Drive, Suite 100
Denver, Colorado 80223
Attention: Mr. Ceri Jones
Subject: Summary of Residential Construction Observations
35 Lots at Trail Head
Lot 7, Block 12, 3239 Glacier Creek Drive
Fort Collins, Colorado
CTL Project No.: FC06050.000-305
As requested, we provided residential construction observations for Lot 7, Block 12, 3239
Glacier Creek Drive, at the Trail Head Subdivision. We were scheduled for the following
observations to date:
Observation
Date
Result/Remarks
Excavation/Footing
6/29/2015
Pass
Foundation Wall Steel
7/1/2015
Pass
Drain/Dampproof
7/8/2015
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 convenience.
Very truly yours,
CTL I THOMPSON, INC.
Heather Grubb
Field Department Manager
Attachments: Excavation/Footing Observation Report
Foundation Wall Reinforcement Observation Report
Foundation Wall Drain/Waterproofing Observation Report
400 North Link Lane I Fort Collins, Colorado 80524
Telephone:970-206-9455 Fax:970-206-9441
E xc,avation/Footing
Observation
CLIENT: Triton Communities
._-_ 'L49.0_Santa_Fe._Qrive,.Suite-1.00 _._....__.._—
_..Denver,_G0_S0223..—....
---.---....-_------_-_-
Recommended Foundation.Syfstte/m
CTLITHOMPSON PROJECT N
- DATED_ .-
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF —... _.-- ..... PSF.
MINIMUM WIDThi INCHES
T.-f'OOTiNGS WITI I MINIMUM DEADLOAD C _
MAXIMUM SOIL PRESSURE OF
MINIMUM UEADLOA PRESSURE OF c� )C.-% PSF.
PROVIDER -.. _,.. _- INCIY VOID)3ENE T'i GRAD/&,SEAMS
MINIMUM IWIDTH fJL((.l..,'S..LLI%�CV ChIES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF ...... _. _ -_-_ PSF.
PROVIDE. A INCH VOID BENEATH GRADE BEAMS
MINIMIUM WIDTH _-___ IIJCHES
Foundation Plan
BY _ C�.L-T_\J C:
PLAN NO. ---- L_IXi O��.'`�jr 7—.SL._ .._.. .... DATE R / �I
WALL FOOTING WIDTH_ .__7 C=- (INCHES) DEPTH ._...-__ (INCHES)
COLUMN PAD-_,-.4I_... ............ (INCHES) DEPTH ._.-, ..C///......., _..._ (INCHES)
COLUMN PAD --_ �(INCHES) DEPTH o_ _ _ _ .... (INCHES)
REINFORCEMENT AS PER PLAN:
1 YES D NO/ ❑ NONE REQUIRED
❑ Ar SITE 01INS PALLED
ADDRESS:
LOT. ---- _...---- DLOCI( . F_.. _...... --
FILINGNO._..._..._.._____PROJECT
Foundation I_ayoLLt
0
16 I (6
A INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION
Soil Conditions At Footing Level Instructions to Contractor
UPPERLEVEL................___.___ __--_ -�( FOOTING INGEIdERALCODIFORI.AANCEWITH PLAN
------ ..._.....-'------------------......_.r
TING REJECTED
- - -- - -- CONDITIONS IN EXCAVATION AS ANTICIPATED
LOWER LEVEL �,r-[z._i.�;`�,C� �.1,_.�_l� ��L•v %1__..__ ❑CONDITIONS IN EXCAVATION NOT AS ANTICIPATED. CON FACT
GEOTECHNICAL ENGINEER
Ground Water Conditions RECOMMENDED CORRECTIVE PROCEDURE
",Z'N NE IN EXCAVATION
.' li NONE ENCOUNTERED IN BORING NO. TO. -- FEET ------------- -------- - ---- --
'![� ENCOUNTERED AT FEET IN BORING NO. ---
Remarks:
FIELD REPRE
BY
,3, .' k =:ccy
sslor, °
Z� \LINSd�.. _ r
DATE OF
Foundation Wall
Reinforcement Inspee on
CLIENT: Triton Communities
-1490-Santa-Fe-Drive,-Suite-100 ---
- Denver,-CO-80223--- - -
Attn:-Ceri Jones-
Foundatio/n,P+lla7 �y
BY
PLAN NO..-_..C(� bD i�� Y-- - DATE ✓, _-�
Foundation Plan
SPREAD FOOTINGS
r'FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
[] DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER f`l
CTUTHOMPSON JOB NO. i-LO W� QDDATED
WALL ALIGNMENT OFFSET - 5 INCHES
Foundation Void
rj REQUIRED THICKNESS yi ------.INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE BAR SIZE ---'_-
NO. OF BARS, ` _-
TOP
BOTTOM _— y-- ----
VERTICAL
HORIZONTAL
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
ADDRESS: f y'i�� 1 li �C-��•', ,/- [/�
IL _
LOT — __..-- -------^.:� BLOCK
FILING
FILING NO._ JOB NO.
Foundation Wall Layout
C-- Cr- -k Jr-.
�U,FFER Ground.- Location of UFER Ground
XI LOCATION
[] NOT INSTALLED
❑ NOT REQUIRED
COMMENT:
Foundation WaH Drtahi/
Voild/Waterpo°®ofor g obserrvagoN,�
CLIENT: Triton Communities
— --1490-Santa-Fe-Drive; Suite- 100-- -
---._...Denver;,C0-80223--_........- ..--..... ---...
ADDRESS:
FILING NO.,-___-..PROJECTNO.__I_��_(�(��.L`�LI-,-
Foundation Plan Foundation Wall Layout
BY __ _T L.-- �_D.M_S��_C�IJ_--- -- ---- PLAN NO..C=.�G:Q�i
Foundation Type
LI SPREAD FOOTINGS
U GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
I DOTING W/MINIIvMUM
OTHER
EADLOAD
CTLITIJOfAPSON PROJECT NOYCC**GO,lY.ij DATED -
Foundation Void
REQUIRED THICKNESS,.__--,_.,__�!,-_-_ice
°.rL;e_.BYr'7rf2/Z-INCHES
PAEASURED THICKNL:SS------
INCHES
Foundation Wall Condition
F1 EXPOSED STEEL
n SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED. Si IOW LOCATION ON SKETCH)
Recommended Drain Type
'EXTERIOR ❑ INTERIOR l FIG. ..Z-
INSTALLED PIPE DIAMETER 4i,-.___- INCHES
WALL HEIGHT _- 6 - _ _ _ , INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH-i 2._i,- I jC�.INCHES
XSLAB ON GRADE ❑ STRUCTURAL FLOOR
'PIPE IIJSTALLED
� GRAVF:I. INSTALLED. GRAVEL SIZE
Type of Outlet
❑ GRAVITY. BELOW SEWER XSUMP PI"I-
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
,_Foundation Void:
Zr-IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
__—__r_j REJECTED
&"Foundation Wall Drain:
�1 I GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
M Foundation Waterproofing:
MIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
o ❑ Exterior Insulation
`n MANUFACTURER
HEIGHT FEET
U -_-
¢ DISTANCE BELOW FOUNDATION WALL _-.— FEET
0
— I
`?y
iw,
(sLslC/t^. a-Ek— 7Z
RECOMMENDED CORRECTIVE PROCEDURE ___
--