HomeMy WebLinkAbout620 Ebon Pica St - Special Inspections/Engineering - 07/02/2009Perimeter Drain /
Assurance Observation
Per the client's request, a representative of CTL has visually observed
the perimeter drain t the site referenced above.
The following summarizes our observations and opinions at the time of
our visit.
Client: Artcitar/ beyd ooQ,,meA4 Site Address:
Fc,r4- W(!`i s, W Foyt �oilins, co
Job. #: O /.eo. Lot: 33-37 Block: Filing:
Date: G/2y 09 Contact: R 4ss - W611S Subdivision: Ravch V � 5u
Protect Specifications
Foundation Plan By: GTL Tlto. n
Date J7/��� Job# SFD1396.>
Geotechnical Report By: FCC
Date 9-3o-oH Job# 04'01---W
Recommended Drain type?
10 Exterior perimeter ❑ Interior
❑ other
Observations
Perimeter drain observed around:
YBasement ❑ Crawlspace
❑ Other:
Where does the perimeter drain discharge?
❑ Daylight W Sump pit ❑ Subdivision drain
Dampproofing observed around:
0 Basement ❑ Crawlspace ❑ All backfill areas
Comments A Ae 1i a, tr n6ief�4afcna �2hc11
in�as �A(u I a 114 y " Ier plbc wes i , p AC, , C�r-wr
ctn� kw ri` In/dPl. Nni' on Si��,
1
� ShtGi-,fi,(' circ�n
Gfw:l�eas
I' b - ld
ti
l
I '
N�-� .�.�
:Indicates approxima a diamhocadon N
Summary of Opinions
It is our opinion that the foundation drain mtd}er
daR4pp;oo€i-xg observed generally conform with the
project referenced above.
❑ It is our opinion that the foundation drain and/or
dampproofing observed differs significantly from the
project specifications (2°d observation required).
Corrective Action:
Field Jeepresentative ate
a.PpO UCF�.
By
CTL I Thompson, Inc. 1 351 Linden Street, Suite 140, Ft. Collins, CO 80524
/ Dampproofing Quality
Assurance Observation
Per the client's request, a representative of CTL has visually observed
the perimeter drain and/or dampproofing at the site referenced above.
The following summarizes our observations and opinions at the time of
our visit.
Client:
Job #: S�o�3�L.oati
Date: Contact: /"s "//
Proiect Specifications
Foundation Plan By: G?Z ?�o..Oso•',
Date cajAs/og Job# sFo�3�s,o�
Geotechnical Report By: A4 �1
Date Job# .2y7
Recommended Drain type?,�V
❑ Exterior perimeter ❑ Interior
❑ other
Observations
Perimeter drain observed around: JA
❑ Basement (I Crawlspace
❑ Other:
Where does the perimeter drain discharge? /%/f
❑ Daylight ❑ Sump pit ❑ Subdivision drain
Dampproofing observed around:
)(Basement ❑ Crawlspace ❑ All backfill areas
Comments
CTL I THOMPSON
Site Address: 6.2o- g Viz+
Lot: 3a-s7Block: — Filing:
Subdivision: /Z,,e. U...
Summary of Opinions
It is our opinion that the
dampproofing observed generally conform with the
project referenced above.
❑ It is our opinion that the
dampproofing observed differs significantly from the
project specifications (2nd observation required).
Corrective Action:
.40V,L'
Field Representative
Date
b{ p N0�
VV vr o
Re ' w
c
Date
C?
CTL I Thompson, Inc. 1 1103 Old Town Lane, Suite
82009
Drilled Pier Ouality Assurance Observation
Per the client's request, a representative of CTL has visually observed the drilling
of the piers at the site referenced below. The following summarizes our
observations and opinions at the time of our visit.
Client: ti. Unzz fopthc..t n^P� 4. 11
133er C4.(n 17r .
Job #: S FL3 7,:. -
Date:— V /D2, Contact: i izlle
Site Address: EZ, P, ., '54r,,•r
Lot: '3 3 Block: Filing:
Subdivision: _Rove„
Installation CContractor:. G«,.
Weather: JuwI
Foundation Plan: a-2-
Date:_31gleri, Job:
SoilReport: &411
Job #: Oyoi -246 Date:
Drilled Pier Specifications
Reinforcing Steel: 3 #4S 6f
Pier Diameter Ib"
Min. Pier Length: /6' Zz,
Min. Penetration t2'
Planned Support Stratum:<
Other:
Description, E=Elevation of top pier, D=Pier Diameter, L=Total Pier Length, P=Penetration, H20=Depth to Water
Pier
E
D
L
P
H2O
1
2
3
4
5
1Dn
7
a
9
(�
i 7"
if
13'
--
lo
Subsurfacer Conditions observed during drilling: e
{14- ,+. K4 4ewo �a 41, �F
Installation Methods Used
❑ Pumping ❑ Casing
Af Drill & Pour ❑ Tremy
Summary of opinions:
JQ It is our opinion that the drilled piers observed were in
general conformance with plans and specifications.
❑ It is our opinion that the drilled piers were not in general
conformance with plans and specifications.
Corrective Actions:
Field Representative:
Pier
E
D
L
P
H2O
I I
C-)
g e
14 t 1.''
13
12
1pp7��
9r?"
'O"f
r3
13
/
14
15
("A c
f3t
16
'_3
17
is
f3'
—
19
O
IU`
�(a`%il
1.
—
20
��r,,
�'Io""
Pam'
—
Reviewed By:
CTL I Thompson, Inc. 1 351 Linden Street, Suite 140, Ft. Collins, CO
Reinforcing Steel Quality Assurance Observation C T L I T H® M P S® N
Per the client's request, a representative of CTL Thompson has visually
observed the reinforcement within the formwork under construction at
the site referenced below. The following summarizes our observations
and opinions at the time of our visit.
Client:, AGAr Dc_v,✓,.l Aai Site Address:
1338 CR+CIIol nrr'V/ eall,ns. co
Job #: Fw4,0o Lot: •^,7 Block: Filing:
Date: Contact: fuss m/14 Subdivision:
Reinforcing Plan Information
Plan By: CTL
Date: 3 /flG�pg� Job#: t�- 4,oay
Reinforcing Type(s):
❑ footing U foundation wall
❑ grade beam ❑ pier cap
❑ structural slab ❑ slab -on -grade
❑ column ❑ other
Wall / Grade Beam Reinforcing Steel
Grade
Horizontal
Vert./Ties
1
T ,Hd�l .d�,�
*v Qz"o.r.
2
4fnr
3
4
Pier Cap / Slab Reinforcing Steel
Grade
Longitudinal
Lateral
A
B
C
D
LIFER Ground
A Installed — Location
❑ Not Observed
Max/Min wall height observed:
If void forms are required, are they installed as
recommended?
Ayes Lino Required thickness: in
Concrete on -site? ❑ yes A no (% poured = +/-
Weather: SVohy 4 j '7n
Notes: 44-Ae 41"141 Of AW14" 4 ll
n S Y
!lace I . Ain contrr t n1 �
Summary of Opinions
( It is our opinion that the reinforcing steel observed
was in general conformance with the plan.
❑ It is our opinion that the reinforcing steel observed
was not in general conformance with the plan.
(2"d observation required).
Deficiencies noted:
Field presenta[ive Date
.�-'ADO Lir`�.
UZ
o••
10
CTL I Thompson, Inc. 1 351 Linden Street, Suite 140, Ft. Collins, CO 80524
GARAGE GARAGE GARAGE 3 GARAGE GARAGE "CONCRETE BLAB W/ A sun.
PORCH
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SLAB TE
4 0 ,= WIF b L4 W WL4-UM4 OVER
6 &x641.4-W..�t A- CLEAN GRAVEL 4" CLEAN GRAVEL
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A- CLEAN GRAVEL
4' CLEAN GRAVEL 4" CLEAN F
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d) NISHED BASEMENT W1 tk*rKj54ED BASEMEN W/ UNFINISHED BASEMENT W/ BASEMENT
W` VER
CONC.SLAB OVER 4" CONIC. SLAB OVER 4" CONC. SLAB OVER 4" CONC, SLAB OVER 4" CONIC. SLAB 0']
.5 AN CLEAN GRAVEL 4' CLEAN GRAVEL 4' CLEAN GRAVEL A- CLEAN GRAVEL 4" CLEAN GRAVEL
ff4
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0
3v,.# ADJ. 311-0 ADJ. 3V2'# ADJ. 3t',"* ADJ.
3tj NO ADJ. b /—STEEL COL.
STEEL COL. COL. COL. STEEL COL. C -ki
0mvi
4'- Z
V.117 13 '5
0 (TYPJ 69= 0
(TYPJ (TYPJ (TYPJ C (TYR)
STEEL C STEEL r
S3 t
A 14'- 3'- 0
-1014 3.e/ 14'-*4' 3"
NO 4' 4"l
S3
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7
F
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22
3--l" V-0. 31-51. Y-1. B.-ON B.-C. 31-1. 3--l' 14 -V
IS.-ol
DRILLED CAISSON SPECIFICATIONS FOUNDATION PLAN
FMllL PENETRATION Pcr��:vr.' 44 FC a
PIER DIAMETER REINFORCEI-ENT I MIN_ LENGTH SCALE IV - V-0'
<
10. (IN) 60 16 N BASEMENT IT (FT) RECOMMENDED QUALITY A55URANCE
IN NON
FULL LENGTH IS' -B_&'NT
RECOMMENDE12 =ESYAlI2&' OBSERVATION PEFZFO�D By, NOTE, <
NOTES, OTHER OBSERVATIONS MAY
EEC OR OTHER EW31NEER5 u 0,8 . 1
2.) A MINIVIUM OF 25% OF THE PIERS SHOULD BE OBSERVED. COMPACTION TESTING EEC WORKM C.N 71413 PROJECT- Z< 8A 1
3.) WATER MAY BE ENCOUNTERED. IT 15 ANTICIPATED THAT A -DRLL AND DRILLED PIER OBSERVATION CTL I THOMPXN
•
POUR" METHOD MAY BE UTILIZED. FOUNDATION REW-ORMMM4T CTL I THOMPSON WMDDOUN (HD) SCHEDULE
4J U14EN WATER 16 ENCOUNTERED PUMPING OF CONCRETE MAY BE �s 1
REQUIRED. PERIMETER DRAIN CTL I THOMPSON• ODEL NOTES
.L ING CTL I T WVSON STHDWpj wD-S AS SWCm ARE IN APPROXIMATE LOCATIONS. FIELD LOCATE
DAMP PROOFING S3
5J PIER CONCRETE SHOULD BE PLACED IMIEDIATELY AFTER DRILLING.
6) SUE GEO-TErHNICAl_ ENGINEERS REPORT FOR ADDITIONAL 101 HO'S AT CORERS, EDGE OF OPENWA ABOVE, OR ENDS OF OJL
FNAL GRADW. CERTFICATION CTL 1 17
SPErIFICATICNE. E TRED CORER, (SEE ARCH PLANS FOR DIMEN
PENETRATION
OBSERVATIONS
T'
0
0
L) OBSERVATION BY ENGINEER 15 REQUIRED. CONTRACTOR To CALL FOR BE REQUIRED BY THE CITY MO- 2S
OBSERVATION MINIMUM 24 HR5 PRIOR TO START OF DRILLING. OPEN -HOLE 501L VERIFICATION
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_14' 1'-4- SN D.
dui
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S�Cor UUF S E SLAB zo 4=TEW ll'lElIlR CONCRETE
SLAB TE
4 0 ,= WIF b L4 W WL4-UM4 OVER
6 &x641.4-W..�t A- CLEAN GRAVEL 4" CLEAN GRAVEL
'j�
A- CLEAN GRAVEL
4' CLEAN GRAVEL 4" CLEAN F
9
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Sim.
S3
bs I
A S s 3 * As3i_m. 1, b
40) "Ell
L
C d)
m S3 U1,FNISHED BASEMENT W1 tl�FINISHED BASEMENT W/
d) NISHED BASEMENT W1 tk*rKj54ED BASEMEN W/ UNFINISHED BASEMENT W/ BASEMENT
W` VER
CONC.SLAB OVER 4" CONIC. SLAB OVER 4" CONC. SLAB OVER 4" CONC, SLAB OVER 4" CONIC. SLAB 0']
.5 AN CLEAN GRAVEL 4' CLEAN GRAVEL 4' CLEAN GRAVEL A- CLEAN GRAVEL 4" CLEAN GRAVEL
ff4
4'�
0
3v,.# ADJ. 311-0 ADJ. 3V2'# ADJ. 3t',"* ADJ.
3tj NO ADJ. b /—STEEL COL.
STEEL COL. COL. COL. STEEL COL. C -ki
0mvi
4'- Z
V.117 13 '5
0 (TYPJ 69= 0
(TYPJ (TYPJ (TYPJ C (TYR)
STEEL C STEEL r
S3 t
A 14'- 3'- 0
-1014 3.e/ 14'-*4' 3"
NO 4' 4"l
S3
0<0
0
0
7
F
S3 S3
Hill13' -GRES
G
(D b'10 (D 0
O
-21;
22
3--l" V-0. 31-51. Y-1. B.-ON B.-C. 31-1. 3--l' 14 -V
IS.-ol
DRILLED CAISSON SPECIFICATIONS FOUNDATION PLAN
FMllL PENETRATION Pcr��:vr.' 44 FC a
PIER DIAMETER REINFORCEI-ENT I MIN_ LENGTH SCALE IV - V-0'
<
10. (IN) 60 16 N BASEMENT IT (FT) RECOMMENDED QUALITY A55URANCE
IN NON
FULL LENGTH IS' -B_&'NT
RECOMMENDE12 =ESYAlI2&' OBSERVATION PEFZFO�D By, NOTE, <
NOTES, OTHER OBSERVATIONS MAY
EEC OR OTHER EW31NEER5 u 0,8 . 1
2.) A MINIVIUM OF 25% OF THE PIERS SHOULD BE OBSERVED. COMPACTION TESTING EEC WORKM C.N 71413 PROJECT- Z< 8A 1
3.) WATER MAY BE ENCOUNTERED. IT 15 ANTICIPATED THAT A -DRLL AND DRILLED PIER OBSERVATION CTL I THOMPXN
•
POUR" METHOD MAY BE UTILIZED. FOUNDATION REW-ORMMM4T CTL I THOMPSON WMDDOUN (HD) SCHEDULE
4J U14EN WATER 16 ENCOUNTERED PUMPING OF CONCRETE MAY BE �s 1
REQUIRED. PERIMETER DRAIN CTL I THOMPSON• ODEL NOTES
.L ING CTL I T WVSON STHDWpj wD-S AS SWCm ARE IN APPROXIMATE LOCATIONS. FIELD LOCATE
DAMP PROOFING S3
5J PIER CONCRETE SHOULD BE PLACED IMIEDIATELY AFTER DRILLING.
6) SUE GEO-TErHNICAl_ ENGINEERS REPORT FOR ADDITIONAL 101 HO'S AT CORERS, EDGE OF OPENWA ABOVE, OR ENDS OF OJL
FNAL GRADW. CERTFICATION CTL 1 17
SPErIFICATICNE. E TRED CORER, (SEE ARCH PLANS FOR DIMEN
PENETRATION
OBSERVATIONS
T'
0
0
L) OBSERVATION BY ENGINEER 15 REQUIRED. CONTRACTOR To CALL FOR BE REQUIRED BY THE CITY MO- 2S
OBSERVATION MINIMUM 24 HR5 PRIOR TO START OF DRILLING. OPEN -HOLE 501L VERIFICATION
OBSERVATIONS
T'
0
0
L) OBSERVATION BY ENGINEER 15 REQUIRED. CONTRACTOR To CALL FOR BE REQUIRED BY THE CITY MO- 2S
OBSERVATION MINIMUM 24 HR5 PRIOR TO START OF DRILLING. OPEN -HOLE 501L VERIFICATION
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4' CONGRETE-SLAB
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4' CONCRETE BLAB
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III C,
63
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11 , 4' GLEAN GRAVEL
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