HomeMy WebLinkAbout3281 GLACIER CREEK DR - SPECIAL INSPECTIONS - 8/19/20146 j4-0a2-
Foundation Wall Drain/
Void/Waterproofing Observation
CLIENT: Triton Communities
1490 Santa Fe Drive, Suite 100
-_- Denver. CO 80223
CTLITHOMPSON
ADDRESS:
LOT ___� BLOCK +
FILING NO.__ PROJECT NO. _ •���__
Foundatioq_plan Foundation Wall Layout
BY -tot —PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS
❑ DRILLED FRICTION PIERS
%'FOOTING WIMINIMUM
❑ GRADE BEAMS AND PADS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
OEADLOAD /]
CTLITHOMPSON PROJECT NO.-_F "IDATED I >/'��--t5
Foundation Void
,�I OUIRED THICKNESS__Aq
___-___-___-_! INCHES
A4EASURED THICKNESS 4_ INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING. ETC.)
IIF CHECKED. SHOW LOCATION ON SKETCH)
R.e/commended rain Type
I�(EXTERIOR
//FIG./'
INSTALLED PIPE DIAMETER __.17INCHES
WALL HEIGHT _.I-, INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH_ I Z Z I�— INCHES
❑ SLAB ON GRADE ❑ STRUCTURAL FLOOR
E INSTALLED -i/ I I
J GRAVEL INSTALLED. GRAVEL SIZE jCJ _
Type of Outlet
❑ GRAVITY. BELOW SEWER SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
foundation Void:
GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
f , Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
2REJECTED
0 ndation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
G
III•- Ir .� — —'
ru11
+ 13 I 'f
I {
I_ f?1t'I
GInc
rr-��
RECOMMENDED CORRECTIVE- PROCEDURE
Foundation Wall
Reinforcement Observation
CLIENT. Triton Communities
1490 Santa Fe Drive, Suite 100
__Denver, CO 80223
CTL I THOGif PSON
ADDRESS: , -
_ � Gam- • Y� s'. --- ---- ---
LOT
FILING NO. PROJECT NO. � O LOC
Foundationplan Foundation Wall Layout
BY
PLAN NO. r' DATE �I
Foundation Plan
❑ SPREAD FOOTINGS
FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTUTHOMPSON
PROJECT NO. —DATED _ E•�
WALL ALIGNMENT OFFSET �� NCHES
2Fotndation Void
REQUIRED THICKNESS INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE BAR SIZE
NO. OF BPRS
TOP
Ll
BOTTOM qq _
VERTICAL J-
HORIZONTAL
COUNTERFOR
Instructions to Contractor e
IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
LIFER Ground.-+ I n Satio�,gf U,FERjGrotW /
LOCATION_EC�•S/BIZ#/-��-JJItJ--/-��-�JY�Y�i_
///❑ NOT INSTALLED
COMMENT:
iv
Excavation/Footing
Observation
CLIENT: Triton Communities
1490 Santa Fe Drive, Suite 100
Denver CO 80223 _
Recommended Foundatio ys m
CTLITHOM)PS(?NN PROOECT NO. t
DATED _=/-J-O 2?
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM WIDTH._________. _
INCHES
FOOTINGS WITH MINIMUM DEADLOADqq
[[
MAXIMUM SOIL PRESSURE OF _� _ _
PSF.
MINIMUM DEADLOq/p�PRESSURE OF �
PSF.
PROVIDE A "LINCH YOID BENEATH G ADE BEAMS
d
MINIMUM WIDTH___1G l �et .;'(.1'_C_C_C._
INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEADLOAD PRESSURE OF _ _ PSF.
PROVIDE A .-----------INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH._._ INCHES
Foundation Plla){nr�y_�j
yl
PLAN NO. (,.(J�j},/;JI,J _ DATE
WALL FOOTING WIDTH
•=,3'L_ (INCHES) I EPTH IZ_ (INCHES)
COLUMN PAD Zy-tl_ _ (INCHES) DEPTH I� _._ (INCHES)
COLUMN PAD (INCHES) DEPTH (INCHES)
RORCEMENTAS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
AT SITE INSTALLED
Soil
UPPE
LOWE
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN B RING NO. _ TO I FEET
XCOUNTEREDAT _ FEET IN BORING NO. yf�__
N
Remarks:
i
CTLITHOiV1iPSON
ADDRESS: ,
/Tcn lea Ufa ass _.
LOT `j BLOCK�
FILING NO. PROJECT NO.
Foundation Layout
10`
tdi 16 '0iu n Io'
X Szn �nl
IV � n 30"
� r
d' Po'. t pl \IjI
5�
A INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION
In_iructions to Contractor
,ZFOOTING IN GENERAL CONFORMANCE WITH PLAN
El REJECTED
CONDITIONS. IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED. CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
• W
tllKE o R1ip O7 li T 11 Nam
September September 11, 2014
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 5, Block 13, 3281 Glacier Creek Drive
Fort Collins, Colorado
CTL Project No.: FC06050.000-305
As requested, we provided residential construction observations for Lot 5, Block 13, 3281
Glacier Creek Drive, at the Trail Head Subdivision. We were scheduled for the following
observations to date:
Observation
Date
Result/Remarks
Excavation/Footing
7/3/2014
Pass
Foundation Wall Steel
7/8/2014
Pass
Drain/Dampproof
7/11/2014
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,
a
I TH SO t C.
z2"
Heather Grubb
Field Department Manager
q" f f;
Reviewed By' `; . "A t:"''-
yatt Kn';. PE' 1 5 2014: j,•. I{I
Regional rY4�r..,.
Attachments: Excavation/Footing Observation Report
Foundation Wall Reinforcement Observation Report
Foundation Wall Drain/Waterproofing Observation Report
Cc via email: ceri@tritoncommunities.com
351 Linden Street I Unit 140 1 Fort Collins, Colorado 80524
Telephone:970-206-9455 Fax:970-206-9441