HomeMy WebLinkAbout3257 Green Lake Dr - Special Inspections/Engineering - 06/22/2016i' iNc oen =oelwrca
June 22, 2016
Triton Communities
6500 East Hampden Ave, Suite 202
Denver, Colorado 80224
Attention: Mr. Ceri Jones
Subject: Summary of Residential Construction Observations
35 Lots at Trail Head
Lot 10, Block 17, 3257 Green Lake Drive
Fort Collins, Colorado
CTL Project No.: FC06050.000-305
As requested, we provided residential construction observations for Lot 10, Block 17, 3257
Green Lake Drive, at the Trail Head Subdivision. We were scheduled for the following observations
to date:
Observation
Date
Result/Remarks
Excavation
5/11/2016
Pass
Footing
5/23/2016
Pass
Foundation Wall Steel
5/26/2016
Pass
Drain/Dampproof
6/2/2016
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 Observation Report
Footing Observation Report
.W 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
I
,a I�I k I.R. .T ' �' :� i I i :t� i,l i� •'w"• .I. � ��i � I
CLIENT:( r
crLITHOMPSON
ADDRESS:
LOT -----.. r_-----_._'._----- BLOCK_.___/-�.__....._._....._
FILING NO.--__,.. __ ___PROJECT NO._f_-i
Foun-'dation
� (nP�lan _ Foundation Walt Layout
_------- _-- PLAN NO. � �� 14•"li3
oun a on ype
U SPREAD FOOTINGS
GRADE BEAMS AND PADS
0 DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM
I n ! OTHER
DEADLOAD
CTLITHOMPSON PROJECT NO�WVZ!' (- Y�GATED
Foundation Void
L^1 REQUIRED THICKNESS-_ __-_
t' _ INCHES
IQy' MEASURED THICKNESS .�_
L/ u _ INCHES
Foundation Wall Condition
EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
❑ EXTERIOR ® INTERIOR
FIG. __ NAn_________..___ __—
INSTALLED PIPE DIAMETERL_.___._--_—_._.._. — INCHES
WALL HEIGHT I-C] INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH2_+"I INCHES
Q SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED ff
Q GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
❑ GRAVITY, BELOW SEWER N SUXIP PIT
UNOERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
S Foundation Void:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
FA Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
(] REJECTED
El Exterior Insulation
MANUFACTURER
HEIGHT _ FEET
DISTANCE BELOW FOUNDATION WALL __._— FEET
—,-L'j
DATE OF OBSERVATION _...—_._..__._.._....... _...............
Foundation
Wall
CLIENT:
1
Foundation Plan 1
By G`i j_fr{-,10e)Ij JSG.,J�_jv_ZAi
.�i-CL�
PLAN No._1�L(?�C>, CX1U
... _._._
— --
DATE
Foundation
Foundation Plan
❑ SPREAD FOCI"INGS
FOOTINGS A'ITH MINIMUM DEADLOAD
❑ CRADE BEAPAS AND PADS
DRILLED FRICTION PIERS
DRILLED PIERS INI'O BEDROCK
[]OTHER _..._....._..._...-----/--__...-"-......�g—g----'
'., CTLr7HOA-0PSOid JOB N0. R.._DATED
WALL ALIGNMENT OFFSET
INCHES
Foundation Void
REQUIRED THICKNESS
_.,__._,,,_.._.........
NOT REQUIRED
Reinforcing §teel
..
GRADE _. ._...._GtC.?....._. _--_.--- BAR SIZE.--
-.._._
NO. OF BAR
TOP �/( ClDA3]'�
BOT70t1 _/ /
kv
_
VERTICAL -"
HORIZONTAL _�-1. 1:I
Instructions to Contractor
M IN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMIMENDED CORRECTIVE PROCEDURE
CTLITHOMPSM
ADDRESS
1 r iL i i:Af) .._.
LOT !U._-. ...-._... BLOCK _
FILING NO qq .__..__JOB NO. _tr.6?..
Foundation Wall Layout
LIFER Ground-4-LocfLion pf LIFER Ground
LOCATION
❑ NOT INSTALLED
❑ NOT REQUIRED
CO21AENT: I(
FIELD
DATE
BY A fY
. X / )"
.:_......_.
t�17 7,gym.
CTLITHOMP ON
F t✓
CLIENT
� ADDRESS:
Ale-' ,-.. !a: --
J LOT.- ---.._....-----------= {'gar
FILING NO ----PROJECT NO.
Recommended Foundation stem
CTLITHOMPSON PROJECT NO. / CIGD SQ V
DATED
I ❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _ PSF.
�MINIMUM WIDTH _INCHES
) /1 FOOTINGS WITH MINIMUM DEADLOAD -
MAXIMUM SOIL PRESSURE OF _'� s,r�-,��� - _ PSF
MINIMUM DEADLOADPRESSURE OF �['.v PSF.
PROVIDE A ��Rp
_'L - INCH VOID BENEATH GRADE BEAMS
t-� MINIMUM WIDTH _��-��£�—.tzr.�Q �y,�„t INCHES
LJ GRADE BEAMS AND PADS �7lRV
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEADLOAD PRESSURE OF ,PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH _ _ _ _- _�_ -` INCHES
Foundatiop Plan
BY
PLAN NO DATE .aG�I LCo_
WAIL FOOTING WIIOTH ..L �" .�-� (INCHES) DEPTH (INCHES)
COLUMN PAD_. (INCHES) DEPTH (INCHES)
COLUMN PAD (INCHES) DEPTH - (INCHES)
REINFORCEMENT AS PER PLAN:
9YES ❑ NO ❑ NONE REQUIRED
KATSITE El INSTALLED
Soil Conditions t Foott Level
UPPER LEVEL _ 1 .(-1_ _�).Y _&L,A` „,......__—...._..___—
LOWER LEVEL
Ground Water Conditions
M NONE. IN EXCAVATION
NONE ENCOUNTERED INSORtNG NO. _._.._.._..._._- TO -__........._.__. FEET
E0NCOUNTERED T (yJ�_ _ FEET IN BORING NO.
Remarks:�i
--
Foundation
A INDICATES APPROXIMATE DEPTHAVIDTH MEASUREMENT LOCATION
tractions to Contractor
FOOTING IN GENERAL CONFORMANCE WITH PLAN
FOOTING REJECTED
'ONO I IONS IN EXCAVATION AS ANTICIPATED
C CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTE.CHNICAL ENGINEER
RECOMMENDED CORRECTIVE
FIELD REPRESENTATIVE
REVIEWED BY
UATE 0F
CLIENT
Soils Exposed in Excavation
Ground Water Conditions
-NONE IN EXCAVATION
9NE ENCOUNTERTN BORING NO. TO FEET
OUNTEREDAT Z- FEET IN BORING NO. C a e 7
DRILLED DURING CTLITHOMP N PROJECT NO. FCd b
DATED /..30
REMARKS:
at Foundation Level
LEVEL _
Foundation System
MAXIMUM SOIL PRESSURE OF
PSF
OOTINGS WITH MINIMUMDEAD.LOAD
MAXIMUM
SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF Soo
PSF
GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
SR
MINIMUM DEAD -LOAD PRESSURE OF
_PSF
PROVIDE A. INCH VOID BENEATH GRADE BEAMS
DRILLED FRICTION PIERS
MAXIMUM END PRESSURE OF
PSF.
SKIN FRICTION OF
FSF
MINIMUM DEAD -LOAD PRESSURE OF _
PSF.
PFtOV10E A INCH VOID BENEATH GRADE BEAMS
DRILLED PIERS INTO. BEDROCK
MAXIMUM END PRESSURE OF
PSF
SKIN FRICTION OF
PSF
MINIMUM DEAD -LOAD PRESSURE OF
pgF
PROVIDE A INCH VOID BENEATH GRADE REAMS
ADDRESS:
LOT ( d BX -, I %
FILING NO PROJECT NO.((���_4'0
Excavation Layout
0,
B(ructionS to Contractor
65NDITIONS AS ANTICIPATED
CONTACT GEOTECHNICAL ENGINEER
.v
•c C.r
HHO�a3 �
FIELD REPRESENTATIVE
F
t
REVIEWED BY
:{�. `, . • ...
DATE OF OBSERVATION
- -"