12-1444 (SFD) Geotechnical Reportszbiladen n onerin
45090 Golf Center Parkway, Suite F, Indio, CA. 92201 (760) 863-0713 Tax (760) 863-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778
Cd
April 18, 2013
1
Subject: Soluble Sulfate Content
Project No. 544-12071
13-02-069
As requested, we have sampled the surface soil on the subject lots to determine the soluble
sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that
the site soil is generally considered non -corrosive with respect to concrete. The testing indicated
a soluble sulfate content of 50 ppm (0.050 percent) that corresponds with "negligible" exposure
category in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08,
special sulfate resistant concrete mix designs will not be required.
If you have questions regarding this letter, please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERINq
. .... ................
Brett L. Anderson
Principal Engineer
BREV L
ANDERSON
No. C45389
9130114
CML
ENGINEERING
Letter/gvm
Copies: 4 / Leomar Holdings, LLC
OF
SUI DIN S QU/N7-A
APp &SAFETY DEpT
FOR CO - VE®
UCTION
DArE BY
I
Leomar Holdings, LLC
750 Rush Street, Suite 630
Chicago, Illinois, 60611
Project: Edelstein Residence
Lots 28A & 29A — Ross Avenue
The Madison Club
La Quinta, California
1
Subject: Soluble Sulfate Content
Project No. 544-12071
13-02-069
As requested, we have sampled the surface soil on the subject lots to determine the soluble
sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that
the site soil is generally considered non -corrosive with respect to concrete. The testing indicated
a soluble sulfate content of 50 ppm (0.050 percent) that corresponds with "negligible" exposure
category in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08,
special sulfate resistant concrete mix designs will not be required.
If you have questions regarding this letter, please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERINq
. .... ................
Brett L. Anderson
Principal Engineer
BREV L
ANDERSON
No. C45389
9130114
CML
ENGINEERING
Letter/gvm
Copies: 4 / Leomar Holdings, LLC
OF
SUI DIN S QU/N7-A
APp &SAFETY DEpT
FOR CO - VE®
UCTION
DArE BY
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Sladden Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
Date: February 19, 2013
Account No.: 544-12071
Customer: Leomar Holding, LLC
Location: Madison Club, Lot 28A & 29A, La Quinta
Sulfate Series
Analytical Report
Soluble Sulfates
per CA 417
ppm
50
Soluble Chloride
per CA 422
PPM
50
C1OF LA QUINT
BUILDING & SAFE A
N DEPT.
A P�
FOI-3 Cp �®VED
TION
—_ E3
Wfate-54-A 12071 021913
TADLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS
TABLE 19-A-3—REQUIREMENTS FOR CONCRETE
EXPOSED TO SII l_FATF Y' IrINT61Ntxrr'•cnt.r mrmin
MINIMUM f �,
MAXIl1UM
UORAAL•WEIGHT AND
WATER-CEME.If TrIOUS :
UGNi]YEIGNT.'
MATERIALS RATIO; BY.:
AGGREGATE CONCRETE,
EXPOSURE CONDITION
WEIGNT;'NORMAC•WEIGHT
AGGREGATE CONCRETE
:::psi .
x 0.00689 for MPa
Concrete intended 10 have low permeability when
CONCRETE
Maximum Water-
exposed to water
0.50
4000
Concrete exposed to'freezing and thawing in a moist
.
condition or to deicing chemicals
0.45
4,500
For corrosion protection for reinforced concrete
Y&bht and
. Ughtwelght'
SULFATE
exposed to chlorides from deicing chemicals, salts or
brackish'watcr, or spray from these sources
0.40
5,000
TABLE 19-A-3—REQUIREMENTS FOR CONCRETE
EXPOSED TO SII l_FATF Y' IrINT61Ntxrr'•cnt.r mrmin
- - -- ••-••- "'kPicr suLngtn may be negUired for low perme5bility or for protection
against eorrosion'of embedded items or freezing and thawing (fable 19-A-2)-
Seawater-
3Pozzolan that has been determined by test or service record to improve sulfate resistance
w.iwhen used in concrete con-
tiing Type V cement.
2-264
C1Ty OF LA QUINTA
BUILDING. & SAFE .
EPT-
A
APPROVED
OR CONSTRUCTION
DATE BY
LIGHTWEIGHT
NORMAL -WEIGHT
AGGREGATE
AGGREGATE
CONCRETE
Maximum Water-
i"Normal-
-
.
WATER• SOLUBLE
SULFATE
Cementltlous
Walarlala:Ratlo;by.
Y&bht and
. Ughtwelght'
SULFATE
(SOf)INM,Wel*
PERCENTAGEBY
,
N r oIVC41
Aggregate
Concreta,_palt
EXPOSURE
WEIGHT
SULFATE(SO4)III
WATER, ppm
CEMEfrr TYPE
Cone etot
x 0.00689'tor MPa
Negligible
0.00-0.10
0-150
—
_ •
_
Modcralc2
0.10-020
150-1,500
if, Ip(MS), IS
OS0
4,000
(MS)
Severe
0.20-2.00
1,500-10,000
V
0.45
4,500
Very sevetL
Ovcr 2.00
Over 10,000
V plus
0.45
4,500
pozzolanJ
- - -- ••-••- "'kPicr suLngtn may be negUired for low perme5bility or for protection
against eorrosion'of embedded items or freezing and thawing (fable 19-A-2)-
Seawater-
3Pozzolan that has been determined by test or service record to improve sulfate resistance
w.iwhen used in concrete con-
tiing Type V cement.
2-264
C1Ty OF LA QUINTA
BUILDING. & SAFE .
EPT-
A
APPROVED
OR CONSTRUCTION
DATE BY
1 Sladden'
Engineering
45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778
May 3, 2012 Project No. 544-12071
1 12-05-111
Leomar Holdings, LLC
750 Rush' Street, Suite 630 RECEIVED
' Chicago, Illinois 60611
' Subject: Geotechnical Update APR 2 2 2013
Project: Edelstein Residence ' �M�VY OP Q.UNTA Lots 28A & 29A DEVELOPMENT
The Madison Club
La Quinta, California
1 Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January
28, 2005; Project No. 544-4810, Report No. 05-01-101
Report of Testing and Observation During Rough Grading prepared by Sladden
Engineering dated March 2, 2006; Project No. 522-4810; Report No. 06-02-120
As requested, we have reviewed the above referenced geotechnical reports as they relate to the
1 design and construction of the proposed Edelstein residence to be to be constructed on lots 28A &
29A within the Madison Club development in the City of La Quinta, California. It is our
understanding that the proposed residential structure will be of relatively lightweight wood -
frame construction and will be supported by conventional shallow spread footings and concrete
slabs on grade.
1 The lots were previously graded during the rough grading of the Madison Club project site. The
rough grading included recompaction of the native surface soil along with the placement of
engineered fill material to construct the building pads. The site grading is summarized in the
1 referenced report of Testing and Observation During Rough Grading along with the compaction
test results.
' Because the lots have been previously rough graded, the remedial grading required at this time
should be minimal provided that the building area that falls within the previously assumed
building envelopes. The building areas should be clea ed��f-sur ace vegetation, scarified and
moistttre conditioned prior to precise grading. The ex osIT1 c ] d' e�c Mpacted to a
1
minimum of 90 percent relative compaction prior to fill plgr� Tfie r�uiou m o d soil
and any fill material should be placed in thin lifts j ,o h�� `� kI ` t - me an
near m ralo tuxe ontent�
compacted to at least 90 percent relative compaction. T,
1 F°IL
RS®�/ED
SATE .TON
Sladden Engineering
45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
OR Stanton Avenue, Suite A, Buena Park; CA 90621 (714) 523-0952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778
April 18, 2013 Project No. 544-12071
13-02-070
Leomar Holdings; LLC
750. Rush Street, Suite 630 RR�'HVED
Chicago, Illinois 60611
Subject: Foundation Plan Review APR -12 2013
Project: Proposed Edelstein Residence �0 C TY OF LA QUINT
Lots 28A'& 29A — Ross Avenue MMUNI7, DEVELOPMENT'
The Madison Club
La Quinta, California
Ref: Geotechnical Update prepared by Sladden Engineering dated May 3,2012;
Project No. 544-12071, Report No. 12-05-111
As requested, we have reviewed the Foundation Plans and Details prepared by John Labib +
Associates, Structural Engineers for the proposed custom residence to be constructed on Lots 28A
and 29A within the Madison Club development in the City of La Quinta, California. Based on
our review, it is our opinion that the recommendations provided in the above referenced
Geotechnical Update report as well as the previous geotechnical reports have been properly
incorporated in these plans.
In addition, we have reviewed the soil cement design mix and corresponding strength testing
submitted for use within the Rammed Earth walls for the proposed residence. Based upon our
review of the soil cement mix design proportions and the compression test results provided by
Southern Arizona Testing Laboratory, it is our opinion that the proposed soil cement mix design
dated March 20, 2013 should be appropriate for use on this project.
If you have questions regarding this memo or the referenced report, please contact the
undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
BRETT L.
Brett L. Anderson _ NDERSON
389
Principal Engineer ccccCIVIL
ExP• 9/30/
ENGINEERING
Letter/gvm �qT
FCF C LlF Q
Copies: Q Leomar Holdings, LLC
CITy OFLq QUID
BUILDING & ,SAFETY E►'T.
T�
APPR O
FO C NS VE®
UCTION
DATE 7 S /:�
i
For:
SOUTHERN ARIZONA TESTING LABORATORY
PUREBUILD, INC.
P.O. BOX 2621
TUCSON, AZ 85702
P.O. BOX 2508
TUCSON, AZ 85702-2508
Ph: (520) 623-3331- Fax: (520) 623-3214
satl.Wcson@gmail.com
March 20, 2013
Received: 3/13/2013 - PM Lab No. 26309
Submitted by: Randy/Purebuild, Inc. Marked: Rammed Earth - Sample #2
REPORT OF LABORATORY TESTS
Project: La Quinta, California
Mix: Soil - 3/8" Fill Material + 10% silt fines (Dillon Plant),
10% (wt. of Soil) Portland Cement, and
Approx. 9% (total combined wt.) water
Admix: 5oz Rheopel Plus/1001bs Portland cement waterproofing admix
1.06% (wt. of cement) powdered Davis Concrete Color 5447
Mechanical Analysis - ASTM D 2487 Standard Practice for Classification of Soils for Engineering Purposes
Proctor No. 2 14RPPROVED
v�rc I Y DEPT',
(ASTM Test Method D 698) Rammed Earth - Sample #
Maximum Dry Density, pcf 13 .7 CONSTCTIQN
Optimum Moisture, % .4
Respectfully submitte ,
Southern Arizona Testing Labora
Page 2 of 2
M.L.Vick - Manager
7.20 %
ASTM Test Methods C136, D1140, D2216 & D4318
Sieve
% Retained
% Passing
Size
(Indiv.)
(Cumul.)
4"
Liquid Limit
3"
Plastic Limit
2"
Plasticity Index Nonplastic
1'/2"
Unified Soil Classification System: (SM) silty sand
1„
3/4"
1/2 "
0.0
100.0
Specific Gravity
3/8"
0.6
99.4
Moisture
1/4'
4.3
"95.1
Absorption
#4
5.5
89.6
Weight/Cu. Ft. Rodded lbs., Loose
#8
8.8
80.8
Fineness Modulus
10
3.8
77.0
Organic Impurities
16
13.0
.64.0
30
18.5
45.5
Abrasion (L.A.) % wear 100 rev.
40
8.2
37.3
% wear 500 rev.
50
6.0
31.3
Soundness (Sodium Sulphate) 5 cycles
100
9.4
21.9
(Magnesi ulp ate) 5 cycles
200
5.8
16.1
Potential Reactivity CITY '' ^^
0.1
-200
16.1
BI [11 r-". LA Of 111\[TA
Proctor No. 2 14RPPROVED
v�rc I Y DEPT',
(ASTM Test Method D 698) Rammed Earth - Sample #
Maximum Dry Density, pcf 13 .7 CONSTCTIQN
Optimum Moisture, % .4
Respectfully submitte ,
Southern Arizona Testing Labora
Page 2 of 2
M.L.Vick - Manager
7.20 %
SOUTHERN ARIZONA TESTING LABORATORY
P.O. BOX 2508
TUCSON, AZ 85702-2508
Ph: (520) 623-3331- Fax: (520) 623-3214
satl.tucsonQgmail.com
April 10, 2013
For: PUREBUILD, INC.
P.O. BOX 2621
= TUCSON, AZ 85702
Project: La Quinta, California
Received: 3/13/2013 - PM Submitted by: Randy/ Purebuild, Inc.
Contractor: Purebuild, Inc. ,
Source of Sample: Purebuild, Inc.
Mix: Soil - 3/8' Fill Material + 10% silt fines (Dillon Plant),
10% (wt. 'of Soil) Portland Cement, and
Approx..9% (total combined wt.) water
Admix: 5oz Rheopel Plus/100lbs Portland cement waterproofing admix
1.06% (wt. of cement) powdered Davis Concrete Color 5447
Time: 2:00 PM
Received Moisture: 7.60%
REPORT OF RAMMED EARTH TESTS
Lab. No.
Identification
No.
Slump (In.)
Date Made
Date
Tested
Age (Days)
Lbs./Sq. Inch
26310
3/13/2013
3/20/2013
7
2050
26311
3/13/2013
3/20/2013
7
2040-
26312
3/13/2013
3/27/2013
=
14
2100
26313
3/13/2013.
3/27/2013
14
2090
26314
3/13/2013
4/10/2013
28
2500
26315
3/13/2013
4/10/2013
- 28
2470
NOTE - The 7 day,14 and 28 day compressive strength test results comply with the project minimum psi
requirements of 1200psi for Rammed Earth Walls. +
CIhY ®F .
Req FQ�UIIVi'/�
So them Ap dnT �s,' . �,a—b'X QgPr.
F
N
Page 1 of 2 - an r
May 3, 2012 -2- Project No. 544-12071
12-05-111
' The referenced reports include recommendations pertaining to the construction of residential
structure foundations. The previous reports also address the potential for liquefaction,
' subsidence and differential settlement. Based upon our review of the referenced reports, it is our
opinion that the structural values included in these reports remain applicable for the design and
construction of the proposed residential structure foundations.
' The allowable bearing pressures recommended in the referenced Geotechnical Investigation
report remain applicable. Conventional shallow spread footings should be bottomed into
properly compacted fill material a minimum of 12 inches below lowest adjacent grade.
Continuous footings should be at least 12 inches wide and isolated pad footings should be at least
2 feet wide. Continuous footings and isolated pad footings should be designed utilizing
' allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf
for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be
utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The
' recommended allowable bearing pressures may be increased by one-third for wind and seismic
loading.
' Lateral forces may be resisted by friction along the base of the foundations and passive resistance
along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is
recommended for use in design. Passive resistance may be estimated using an equivalent fluid
weight of. 300 pcf. If used in combination with the passive resistance, the frictional resistance
should be reduced by one third to 0.33 times the normal dead load forces.
The bearing soil is generally non -expansive and falls within the "very low" expansion category in
' accordance with the 2010 (CBC) classification criteria. Pertinent 2010 CBC Seismic Design
parameters are summarized on the following page.
t Based on our field observations and understanding of local geologic conditions, the soil profile
type judged applicable to this site is So; generally described as stiff soil. The site is located within
UBC Seismic Zone 4. The additional coefficients and factors relevant to seismic mitigation for
new construction in accordance with the 2010 California Building Code (CBC) are provided in
this report.
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
tFO C N UCTI N
DATE
I
Sladden Engineering
May 3, 2012 -3- Project No. 54442071
12-05-111
The seismic design category for a structure may be determined in accordance with Section 1613
of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate
design seismic loading for the proposed structures. The period of the structures should be less
than lh second. This assumption should be verified by the project structural engineer. The 2010
CBC Seismic Design Parameters are summarized below.
Occupancy Category (Table 1604.5): II
Site Class (Table 1613.5.2): D
Ss (Figure 1613.5.1):1.500g
S1 (Figure 1613.5.1): 0.600g
Fa (Table 1613.5.3(1)):1.0
Fv (Table 1613.5.3(2)):1.5
Sms (Equation 16-36 (Fa X Ss)): 1.500g
Sm1 (Equation 16-37 (Fv X Si)): 1.900g
SDs (Equation 16-38 (2/3 X Sms)): 1.000g
SD1 (Equation 16-39 (2/3 X Sm1)): 0.6008
Seismic Design Category: D
We appreciate the opportunity to provide service to you on this project, if you have any
questions regarding this letter or the referenced reports please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
Brett L. Anderson
Principal Engineer
SER/gl
Na 04SM
Copies: Q Leomar Holdings, LLC
� O�P�®� DEP7;
F
R C NS �D
CT/0N I
Sladden Engineering
R
45090 Golf Center Pnrkwny, Suite F, Indio, CA. 92201 (760) 863-0713 Fax (760) 863-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
1150 Egan Avenue, Beautnont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778
April 18, 2013
Leomar Holdings, LLC
750 Rush Street, Suite 630
Chicago, Illinois, 60611
Project: Edelstein Residence
Lots 28A & 29A — Ross Avenue
The Madison Club
La Quinta, California
Subject: Soluble Sulfate Content
Project No. 544-12071
13-02-069
As requested, we have sampled the surface soil on the subject lots to determine the soluble
sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that
the site soil is generally considered non -corrosive with respect to concrete. The testing indicated
a soluble sulfate content of 50 ppm (0.050 percent) that corresponds with "Negligible" exposure
category in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08,
special sulfate resistant concrete mix designs will not be required.
If you have questions regarding this letter, please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERING..
BRET'f L.
Brett L. Anderson CO ANDERSON
No. 045389
Principal Engineer W.913oN4
� CIViL
ENGINEERING
Letter/gvm �A}_
Copies: 4 / Leonnar Holdings, LLC
DUIOy ��rsi
�@C-OON
LOVA -
DACE
Sladden Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
Date: February 19, 2013
Account No.: 544-12071
Customer: Leomar Holding, LLC
Location: Madison Club, Lot 28A & 29A, La Quinta
Sulfate Series
Analytical Report
Soluble Sulfates Soluble Chloride
per CA 417 per CA 422
ppm PPM
50 50
N
9-lCe
LA QUANTA
SAFETY DEPT.
RO QED
� I'RI CTiON
Sulfate 544-12071 021913
TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS
TABLE -I9 -A -3 -REQUIREMENTS FOR CONCRETE
EXPOSED TO SULFATE-CONTAINING-SOLWIONS
'
MINIh1UM r�,
MAXIMUM
NORMAL -WEIGHT ANO
Maxlmum'Water-
Camenllllaus
Malerlaly: Rollo; by .
pp
Normal-Wel6hu
Aggregate
Concretol
WATER-CEMENt T OUS :
LIGHTWEIGHT.
WATER- SOLUBLE
SULFATE
ISO st'' IN 501
PERCENTAGEBY
WEIGHT
0.0to
MATERIALS RATIO; BY.:
AGGREGATE CONCRETE,
EXPOSURE CONDITION
WEldHT."NORIMAL-WEIGHT
AGGREGATE CONCRETE
'.' pal
Concrete intended Io have low permeability when
I50-1,500
x otug for MPa
exposed to water
4,000
severe
Very scvclz
Concrete exposed Io'frcezing and thawing in a moist
0.50
4,000
condition or to deicing chemicals
4.500
For corrasion protection for reinforced
0.45
4,500
concrete
exposed to chlorides from deicing chemicals, salts or
brackish water, or spray from these sources'
0.40
5,000
TABLE -I9 -A -3 -REQUIREMENTS FOR CONCRETE
EXPOSED TO SULFATE-CONTAINING-SOLWIONS
agamsteorrosionbfembcddeditems orfreezingandtltaw-"y.iab 9A2ortowpermcabtlity -or forprotection
ZSeawatcr_ g
3Poziolan that has been determined by test or service record to improve sulfate res when used in ea 7eteicon-
taming Type V cement. —
2-264 CITY OF IA QUINTA
BUILDING & SAFETY DEPT.
APPF4E®
FTONC�'ONS� ' CTION
'
N ORMAL-WEIGKP
AGGREGATE
U GHT
' AGGREGGREG ATTEE
CONCRETE
Maxlmum'Water-
Camenllllaus
Malerlaly: Rollo; by .
pp
Normal-Wel6hu
Aggregate
Concretol
I", Normal.
Valoht and
-%LIdhtwelpht'
Concrete,pall
•
SULFATE
EXPOSURE
Negligible
WATER- SOLUBLE
SULFATE
ISO st'' IN 501
PERCENTAGEBY
WEIGHT
0.0to
SUL.FATE.(SOa)IN
WATER, ppm
0-150
CEMEIrTTYPE
x 0.00689'tar Alps
MxlctatcZ
0.10-020
`
I50-1,500
U.IP(MS),IS
(MS)
'0.50
4,000
severe
Very scvclz
0.20-2.00
Ovcr 2.00
1.500-10,000
Over 10,000
v
Vlus
P
• pozzolan3
0.45
0.45
4.500
4,500
IAlowenvaier-cemendtious
Material
gratin nrhC k .,..-...-.r.___.,_
agamsteorrosionbfembcddeditems orfreezingandtltaw-"y.iab 9A2ortowpermcabtlity -or forprotection
ZSeawatcr_ g
3Poziolan that has been determined by test or service record to improve sulfate res when used in ea 7eteicon-
taming Type V cement. —
2-264 CITY OF IA QUINTA
BUILDING & SAFETY DEPT.
APPF4E®
FTONC�'ONS� ' CTION