13-1374 (SFD)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
Applicant:
66
13-00001374
55765 CHERRY _HILLS
775-170-016- - -
DWELLING - SINGLE FAMILY
LOW DENSITY RESIDENTIAL
397070
T4',!t 4 4 0"
Architpct Engineer:
A/Z_
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
BILL & JUDY BRITT
55765 CHERRY HILLS
D e LA QUINTA, CA 92253
JUN 18 201i408Ccntractnr:
Lic. No.: OOR SQUARE FOOT
------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby,affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professwnels Code, and my License'is in full force and effect.
License Class: B ,�, /� Ucense.No.: 762889
nate i'1 ly contractor:IM-411" VElLAV1_
OWNER -BUILDER, DECLARATION
I hereby affirm under penalty of perjury'that I am exempt fromtheContractorls�State License Law for -the
following reason (Sec: 7031.5, Business°and Professions Coder Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's, State
License Law (Chapter 9 icommencing with Section 7000) of Division 3 of the Business and.Professions Code)or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a.civil penaltydf'not more than -five hundred dollars (8500)-:
(_ 1 1, as, owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered`forsale (Sec. 7044,:8uslness and Professlons:Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself. through'his or her own -employees, provided that the
Improvements,are notintendedor offered forsale: If, however, the building of improvement Is sold within
one year of completion, the,owner-builder will have the burden of proving that he or she did not, build or
improve for the purpose of sale.).
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Lew does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State Licensedew.).
:Lam exempt under. Sec. , BAP.C. for this reason
Date:
Owner:
CONSTRUCTION, LENDING AGENCY
I herebyaffirm under penalty of perjury that there Is a construction lending agency for the performance of the
work.for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
FEDDSRLY &ASSOCIATES
filI�P1%4 .38747 NOPALES ROAD
PT. PALM DESERT, CA 92211
(760)773-5205
Lic. No.: 762889
VOICE (760) 777-7012
FAX (760) 777-70.11
INSPECTIONS (760) 777-7153
Date: 2/04/14
-------------------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm_ under penalty of perjury one of the following declarations:
_ I haveand will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the tabor Code, for the performance of the work for which this permit is
r/1 issued.
1 11 /I have and will maintain workers' compensation Insurance, as required by Section 3700 of the.Labor
Code, for the performance at the worktor which this permitis.issued. My workers' compensation
insuranoe,carrier'and policy number -are:
Carrier; EVEREST INS Policy Number 760000440081
I certify that, in the performance.of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of'California,
and agree that, if'I should become subject to.the workers' compensation provisions of Section
3700 of the -Labor-Cod1 ee,,.I shall
�fortthw. ith comply with those provisions.
Date V (, (� APPlicent: t'/Y 1�C�iCL
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS:UNLAWFUL; AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND. CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 0100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR:IN
SECTION 3706 OF THE LABOR CODE; INTEREST;AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application Is hereby made -to the Director of Building and Safety for a permit subject to the
conditions and: restrictions.set forth on.this application.
1. Each,person'upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit.1swed as a result of this application;
the owner, and the applicant, each agrees to, and shall deterxl,.indemnify and hold'harmless the. City
of La Quints, Its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit Issued as a result of this,application becomes null and void ifwork is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days°will subject
permit to cancellation:
I certify that I have read this application and state that the above information is correct. I agree to comply with all.
city and county ordinances and, state laws relating to building construction; and hereby authorize representatives
of this county to,enter upon the above-mentioned property for inspection purposes.
Dater 11 �� Signature (Applicant or Agent):,
Application Number . . . . . 13-00001374
Permit.
. . . BUILDING 2013
Additional
desc .
Permit Fee
684.31 Plan Check Fee
.00
Issue Date
Valuation . . .
. 39-7070
Expiration.Date
8/03/14
Qty Unit Charge
Per
Extension
BASE FEE
573.43
198.00
.5600
THOU BLDG $200,001-$1M
110.88
Permit.
. . . ELECTRICAL. 2.013
Additional
desc .
Permit Fee.
263_.62 Plan Check Fee
.00
Issue Date
. . . .
Valuation
0
Expiration
Date
8/03/14
Qty 'Unit Charge
Per
Extension
.0.0
23.8300
LS ELEC FIXTURES., FIRST 20
.00
1.00
23.8300
EA ELEC SERVICES
23.83
1.00
23.8300
EA ELEC TEMP POWER POLES
23.83
1.0'0
143.0000
LS ELEC NEW RES, FIRST 1 KSF
143.00
6.00
12.1600
EA ELEC NEW RES', ADD -L 1 KSF
72..96
Permit.
. . . MECHANICAL.2013
Additional
desc .
Permit Fee
. . . .
333.70 Plan Check Fee
.00
Issue Date
. . .
Valuation . . .
. 0
Expiration
Date . .
8/'03/14
Qty Unit Charge
Per
Extension
3.00
35.7500
EA MECH FURNACE
107.25
3.00
35.7500
EA MECH CONDENSER/COMP
107.125
9.00
11.9200
EA MECH VENT FAN
10.7.28
1.00
11.9200
EA MECH EXHAUST HOOD
11.92
Permit.
. . . PLUMBING 2013
Additional
desc .
Permit Fee
. . . .
417_.19 Plan Check Fee
.00
Issue Date
. . :
Valuation . . .
. 0
Expiration
Date
8/03/14
Qty Unit Charge
Per
Extension
23.00
11.9200
EA PLBG FIXTURE/TRAP
274.16
1.00
11.920.0
EA PLBG BUILDING SEWER
11.92
LQreRMrr
Application Number . . . . . 13-00001374
Permit . . . . . . PLUMBING 2013
Qty Unit Charge Per
Extension.
5.00 11.9200 EA
PLBG ROOF DRAIN
59.60
2.00 11..9200 EA
PLBG WATER HEATER/VENT
23.84
1.00 11.9200 EA
PLBG WATER INST/ALT-/REP
11.92
1.00 35.7500 LS
PLBG GAS SYS; 5+ OUTLETS
35.75
----------------------------- ----------
Special Notes and Comments
-------------------
-
$1,000 DEPOSIT TAKEN UNDER
BLDG PC 1M+
BY MISTAKE - BLDG PC 200K -1M
BASE FEE
SUBTRACTED FOR DIFFERENCE,
TOTAL
BUILDING PLAN REVIEW FEE:
$1468.23.
.December 17, 2013 9:42:10 AM AORTEGA
-----------------:-_----------------------------------------------------
Other Fees . . . . .
. . ART IN PUBLIC PLACES -RES
496.74
BLDG SIDS ADMIN (SB1473)
16.00
DIF COMMUNITY CENTERS -RES
129.00
DIF CIVIC CENTER - RES
942.00
DIF FIRE PROTECTION=RES
433.00
GRADING PLAN CHECK FEE
.00^
DIF LIBRARIES - RES
344.00
MULTI -SPECIES (MSHCP) FEE
1278.00
PLAN CHECK, ELECTRICAL
105.85
DIF PARK.MAINT FAC - RES
40.00
PLAN CHECK, MECHANICAL
190.68
PLAN CHECK, SFD GRADING
143.00
PLAN CHECK, PLUMBING
395.73
DIF PARKS/REC _ RES
2048.00
BLDG PC 200K -1M
468.23
BLDG PC 1M +
1000.00
STRONG MOTION (SMI) - RES
39.87
TUMF: RESIDENTIAI,
1276.80
DIF STREET MAINT FAC -RES
116:00
DIF TRANSPORTATION - RES
2842.00
Fee summary
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
I.QMRMIT
Charged Paid
1698.82 .00
.00 .00
12304.90 1000.00
14003.72 1000.00
Credited Due
.00 1698.82
.00 .00
.00 11304:90
.00 13003..72
Lbs' IU — PCq A W e -<S ' P.O. BOX 1504
luilding78-495 CALLE TAMPICO
id= 56__7b,19 ew I I LA QUINTA, CALIFORNIA 92253
Owner ?-? (l t -I -
Mailing
Address ( -
city (�
Contractor L 1
_. P4 w% Y r 2211 71u0 -173 -5106
StateLii. ����� City 1���
& Glassif. Lic. #
DesiArcngner F -,PAA ,1 u '; I
3g'14� �IoI .ISS Rc�
_1W -T7 3 -5240s
I��'# `11-Z g g�
I hereby a lice Kndar pr o heorer (commencing with Section
of Dlvi ' 3 of the Bu i and Prat s an/a1G license is in
lull force and
1 he y affirm that f am e�lsmpt from the Contractor'sJ9cense Lewfor the following reason:
1.5, Business end Pro/essfor. Code: Any city or c which requires a permit to construct,
a r, Improve, demolish, or repair any struclure, poor to its issuance also requires the applicant for
such permit to file a signed statement tirathe is licensed pursuant to the provlsrons o/the Contrec-
tor's,Ucense Law, Chapler:g (commencing with Section 7000) of Division 3 of the Business and
Professions Code, or that he is exempt therefrom, and Ile basis forthe alleged xemption: Any
violation of Section 7031.5 by.any applicant lora pemtit subjects tie applicant to a civil penalty of
not more than'tive hundred dollars (5500).
01, as owner of the property, or my employees with.wages as their sole, compensation, will do
the work, and the structure is not:intended or offered for sale. (Sec. 7044, Business and Profes-
sions. Code: The Contractor's License Law does nolapply.10 ,an ownero/property who builds or
Op
thereonand who does such work himself or throgh his own employyeees, provided That
such Improvements are nor intended or offered /or sale. 7, however, the building onlmprovement
Is sold within one year of completion, the owner builder wiff have the burden of proving that he did
not build or • improve forthe purpose of sale).
❑ I, as owner of the property, am exclusively contracting w@h licensed contractors to construct the
project. (Sec. 7044, Business and Pro/essions Code: The Contractor's License Law does not appy
to an owner o/ property who builds or i rigoro the eon, and who contracts for such projects with
a contractors) licensed pursuant ro the Contractor's License Law)
❑ 1 am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKER'S COMPENSATION DECLARATION
I herebyy affirm that I have a certificate of consent to self -insure, or a certificate of Worker's.
Compensatian Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
11popyis filed wfth,the city. ❑ Certfed copy is hereby furnished.
CERTIFICATE OP EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(rhis section need not be completed If the permitis for one hundred dollars ($100) valuation
or Isss).
I certlly that in the performance of the work for which this permit is issued, I shall not employ
any person In any manner so as to become subject to Workers Compensation Laws of California.
Date Owner
NOTICE TO APPLICANT., 11 after making this Certificate of Exemption you should become
sup)ect to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions:or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for
which this perink is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This Is a building permit when properly filled out; signed and validated, and is subject to
expiration H work thereunder is suspended for 180 days.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to bullding
construction, and hereby authorize representatives of this city to, enter the above-mentioned
property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State; Zip
WHITE = BUILDING DEPARTMENT
APPLICATION ONLY
BUILDING: TYPE CONST. Y OCC. GRP
R
A.P. Number —7-75 110 — O 1/ e
Legal Description
ProjectDescription ✓ I m le, �I I U WSA; 66e (d
v ✓ t1a
Sq. Ft. I �, t j 14 No. f No. Dw. l
Size "T 1 "( -1 Stories Units I
New' Add ❑ Alter ❑ Repair❑ Demolition ❑
Estimated Valuation
PERMIT AMOUNT
Plan Chk. Dep. b
Plan Chk. Bal.
Const.
Mach.
Electrical
Plumbing
&M.I.
Grading
Driveway Enc:
Infrastructure
Ci� 1 PT
TOTAL ( Ub
CONTACT INFORMATION
NAME:
PHONE:
ZONE: BY..
Minimum Setback Distances:
Front Setback from Center Line —
Rear Setback from Rear Prop. Line
Side Street Setback from Center Una
Side Setback from Property Line —
FINAL DATE
Issued by: _
Validated by:
Validation:
YELLOW = APPLICANT
INSPECTOR
Date Permit
PINK = FINANCE
Coachella Valley Unified School District
83-733 Avenue 55, Thermal, CA 92274
(760) 398-5909 Fax (760) 398-1224
This Box For District Use Only
DEVELOPERTEES PAID
AREA:
AMOUNT
LEVEL ONE AMOUNT:
LEVEL TWO AMOUNT:
MITIGATIONAMOUNT:
COMMMID.AMOUNT:
DATE::
RECEIPT:
CHECK#:
Tn77AL8
CERTIFICATE OF COMPLIANCE
(California Education Code 17620)
Project Name: Bill & Judy Britt: (Residence @ PGA West)` Date: June 17, 2014
Owner's Name: Phone No.
Project Address: 55-765 Cherry Hills, La Quinta, CA
Project Description:
APN: 775470-016
Family Dwelling
Tract #:
Type of Development: Residential XX Commercial
Total:Square Feet of Building,Area: _4,424 Sq. Ft.
Lot #'s:
Industrial.
Certification of. Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under
penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer.
Dated: lY (�'� �"� Signature: ,
SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE, BEEN OR WILL BE SATISFIED IN
ACCORDANCE WITH ONE OF THE FOLLOWING. (CIRCLE ONE)
Education Code
17620
Number of Sq.Ft.
Amount per Sq.Ft.
Amount Collected
Gov. Code Project Agreement Existing Not Subject to Fee
65995 Approval Prior -to 1/1/87 Requirement
Noted
4,424 Per The 1986 Sunrise Agreement this residence is limited to a
fee of $628.00 per unit
$628.00
Building Permit ApplicationCompleted: Yes/No
By: Elsa F. Esqueda, Director of Facilities and Maintenance
Certificate issued by: Leticia Torres, Facilities Analyst SignLure:
Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January A, 1997, requires that fbkDiSErict provide (1) a written notice to the
project appellant, at the time of payment of?sehool fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these
Fees,and (2) the:amount of the fees. Therefore, in accordance with section 66020 of the Government, code and other applicable law, this Notice shall (serve to
advise you that the 90 -day protest'period.in regard to such Fees.or the.validity thereof, commences with the payment of the fees or`performance of any other
requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whetherpayable at this
time or in whole or in part prior to issuance of a Certificate of Occupancy. As In the latter, the 90 days starts on the date hereof. This Certificate of
Compliance Is valid for thirty (30) days from thedate of Issuance. Extension'will begranted only for good cause, as determined by the School District, and up
to three (3) such°extensions may be granted.
MV:c/Inydocs!devfees/certificate ofcompliancefonn updated 3-2007 11/2010
PGA WEST.
RESIDENTIAL ASSOCIATION, INC.
December 16, 2013
Mr. & Mrs. William Britt
6460 Tanagers Point:
Excelsior, MN 55331
Re: Custom Home to be built at. 55-755 Cherry Hills. La Quinta
Dear Mr. & Mrs. Britt,
The Architectural Committee welcomes your custom home development plan and has reviewed your
Architectural Variance Submittal package consisting of a complete set of Architectural, Structural, Mechanical,
Site, and Landscape/Irrigation plans revised as of November 18, 2013, all prepared by Fedderly and Associates.
Upon receiving your City of. La Quinta approved set of drawings and permit, please provide us with two copies
for our files and final processing.
We appreciate your cooperation in submitting this request for approval. If I may be of further assistance, please
contact me at the -HOA office, (760) 7714234, Extension 15..
Cordially,
Ke*.Glliar
Operations Manager
For the Architectural. Committee
KM/bvf
Cc: Architectural Committee
54-320 Southern Hills, La Quinta, California 92253-5665, Telephone 760-771-1234 FAX 760-771-5125
RE('^RDh1v RLQUESTED BY:
EQL. i Y TITLE COMPANY
AMID WHEN RECORDED, MAIL TO:
William C. Britt
6460 Tanage Toint
Excelsior, MN 55331
DOC N 2005-0313123
04/21/2006 08:00A Fee:7.00
Page t.af 1 Roo T Tax Pald
Recorded In Offloial Records
County of'Rlvers'ide
Larry W. Ward
Assessor, County Clerk 8 Recorder
f 111[11111111111111,11111 111r111111 Jill
BONW
1 :1
-
N
NORMENEMMEMMI
mom
.
-6)
GRANT DEED
122.0 - Ca?5
ASSESSOR'S PARCEL NO.: 775.170-016-4 The undersigned Grantor(s) declare that the DOCUMENT TRANSF R TAX IS:
TITLE ORDER NO.; RV0595677 $ 632.50 County
ESCROW NO.: 2421.1-004 XX' compu9d do the full value of the interest of pioperty conveyed, or
computed on the full value less the value of liens or encumbremaining thereon
at the time of sale.
ia&
OR transfer is EXEMPT from tax For the following reason:
FOR A VALUABLE,CONSIDERATION, receipt of which is hereby acRnowledged, DFC X
PB Realty Investments, a California Corporation C 132013
comM Po x, L4 QU
herebyGRANT(S) to William C. Britt and Judith L. Britt, Husband and,Wifo as Joint.Tcuants �Dwii pmeftA
all that real property situated in the City of La Quinta, County of Riverside, State of CA. described as:
Lot 16 of Tract 25397, in the City of La Quinta, County of Riverside, State ofCalifornia as per, map -recorded. in Book 218, Pages 20
through 25, inclusive of Maps, in the office of the County Recorder of said County
Dated March 25, 2005
State of Califo is }
County of ,
Onfr ; Before me. a ' Notary Public
Personally appeaied 7�ex_C.o
to me (or provided to me on the basis of satisfactory
evidence) to be the person(s) whose names) Ware subscribed to the
within instrument and acknowledged to me that.he%he/they executed the
same in. histher/their authorized capacity(ies), and that by his[her/their
signature(s) on the, bmt ument the person(s) or .the entity upon behalf of
which;the persons) acted, executed dwinstrument.
WITNES ny hand anjijafficial w
Signature
MAIL TAX STATEMENTS TO:
William C.,Britt
6460 Tanagers.Point
Excelsior,;MN 55331
PB Realty 1 vestments, a Califomia.Corporation
Je.. e,Rl' des, 'President
JUDY5TINSON
Commtsaion M 1301731
1 •a - Notary Pubw — caffamle
Rlverllde County
MY Comm. F.xplrea May 17,2005
(This area for offiicial.notary seal)
6'd ZZ98bLbZ96 11!ji3 !pnf dlZ�ZI 0; X AoN
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
November 27, 2013
Project No. 544-13300
13-11-524
Fedderly & Associates
38-747 Nopales Road ®�®
Palm Desert, California 92211
C1�
Project: Proposed Britt Residence?F ?Q�3
55-765 Cherry Hill O,y;
PGA West - Stadium Course
La Quinta, California
Subject: Geotechnical Update
Ref: Soil Engineering Report prepared by Sladden Engineering dated April 17, 1986;
Project No. B -14413-P3
As requested, we have reviewed the above referenced geotechnical report as it relates to the
design and construction of the proposed custom residence. The project site is .located at 55-765
Cherry Hill within the Stadium Course portion of the PGA West development in the City of La
Quinta, California. It is our understanding that the proposed custom residence will be a
relatively lightweight wood -frame structure supported by conventional shallow spread footings
and concrete slabs on grade.
Because the subject lot has been previously rough graded (including over -excavation and re -
compaction of the near surface native soil along with the placement of engineered fill soil), the
remedial grading required at this time should be -minimal. The weathered surface soil should
scarified to a depth of approximately 12 inches, moisture conditioned to within two percent of
optimum moisture co nt and compacted to at -least 90 percent relative compaction. If required,
e gi eered fill sQiIthen be replaced in thin lifts at near. optimum moisture content and
LU d
Ic Aacted to at leis ercent of maximum density. Compaction should be verified by testing.
m -n - .�.4
- 5,
f
iora�l�spread ings and concrete slabs on grade may be utilized for structural support.
ng 'hould)beTanng upon
roperly_compacted engineered fill soil and should have a
M embed�'rient,�depth of 12
cK° s'; measured from the lowest-adj ent finished grade.
andy isolated footings s
u1d have a minimum width' of ;1 rhes and 24 inches
vely:'-Continuous land isolate
footings placed on such materials m y be designed using
le b6ail ing p isssu� es of 1500 and 1800 pounds per square foot (p f), respectively. The
le bean p;esfsiu es apply t
combined dead and sustained live oads. The allowable
presi7ire r �ie� creased
one-third when considering transi t live loads, including
and wind ;fbres All foo
Ds should be reinforced in accord ce with the project
al Mprilations. `
November 27, 2013 -2- Project No. 544-13300
13-11-524
Lateral load resistance for the spread footings will be developed by passive soil ,pressure against
the sides of the footings below grade and by friction acting at the base of the concrete footings
bearing on compacted fill. An allowable passive pressure of 250 psf per foot of depth may be
used for design purposes. An allowable coefficient of friction 0.45 may be used for dead and
sustained liveloads to compute the- frictional resistance of footings placed directly on compacted
fill. Under seismic and wind loading conditions, the passive pressure and frictional resistance
may be increased by one-third.
The surface soil is non -expansive and falls within the "very low" expansion category in
accordance with California Building Code (CBC) classification criteria.
Based on our field observations and understanding of local geologic conditions, the soil profile
type judged applicable to this site is Sp, generally described as stiff soil. The following presents
additional coefficients and factors relevant to seismic mitigation for new construction based upon
the 2010 California Building Code (CBC). The seismic design categoryfor the structure maybe
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 2010 CBC Seismic Design Parameters are summarized below.
Occupancy Category (Table 1604.5): II
Site Class (Table 1613.5.5): D
Ss (Figure 1613.5.1:1.50g
Si (Figure 1613.5.1: 0.608
Fa (Table 1613.5.3(1)):1.0
Fv (Table 1613.5.3(2)):1'.5
Sms (Equation 16-36 {Fa X Ss)): 1.50g
Sm1(Equation 16-37 {Fv X Si)): 0.90g
SDS (Equation 16-38 {2/3 X Sms)):1.00g
SDI (Equation 16-49 (2/3 X Smi)): 0.60g
Seismic Design Category D
In addition, we have sampled the surface soil on the subject lot 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 soluble
sulfate content of 50 m (0!.005 percent) that corresponds with the "negligible" exposure
categor3 i$ accordance gith CI 318-08, Table 3. Based upon. this, the use of sulfate resistance
coneref m'*es is not requiQ
If you i ve quest ?�s`7,reg ding this letter or the referenced reports, please contact the.
undersi d.
�::
Q4 1
Y "RE'L.
c
y
ANDERSON
No. 45389
91C
E 30114
CIVIL
SER/gvm
Copies: 4/ Fedderly & Associates
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: December 2, 2013
Account No.: 544-13300
Customer: Fedderly & Associates
Location: PGA West, 55-765 Cherry Hill, La Quinta
Sulfate Series
Analytical Report
Soluble Sulfates
per CA 417
ppm
M
071
C.< rn �
0,, M
6002
z M
Soluble Chloride
per CA 422
PPM
.-E§
Sulfate 544-13300120213.doe
TABLE 19 -A -2 --REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS
TABLE 19-A-3•—REQUIREMENTS-.FOR, CONCRETE
EXPOSED TO SULFAT.EzCONI'AINING•SOL:U1lONS
MINIMUM 1".
NORAAL•-WEIGHT AND
MAXIMUM
WATEWCEMENTITIOUS
.
UGH EI GHT. -
Maadmum'Wdx-
Camentftfous•WeIghttnd
Mftarlatea Ratlo; by",
Wet' trq:.,'
Hcnrut-Welylit•
Aad at
Carrereto$
L:S°
MATERIA'Rxhd;,BY: ;'
AGGREGATE•CONCRM
WATER- SOLUBLE
SULFATE
((SOS�)) IN Soft.,
PERCENTAGE By
WEIGHT .
WEJGnW)RkAL'-WEIGHT•
CEMENTTYPE
x 0.00682-Ior MPa
EXPOSURE CONDITION
AGGREGATE CONCRETE
Concrete intended to have low permeability when
.exposed to water
0.50
4,000
Concrete exposed to'frcezirtg. end thawing in a moist
1L, WNS), IS
030
condition or to deicing chemicals
0.45
4,500
For corrosion projection for reinforced concrete
WS)
exposed to chlorides from deicing chemicals, salts or
Severe
0.20-2:00
brackish water, or -spray -from
0.40
5,000
TABLE 19-A-3•—REQUIREMENTS-.FOR, CONCRETE
EXPOSED TO SULFAT.EzCONI'AINING•SOL:U1lONS
rA lower waterccmentitious materials ratio or higher sgength may besrquired. for low permcibilityor for protection
against corrosion,of omb2dded,items or freezing and thkwing ('[Able 19-A-2).
2Seawater
?Pozzolan that has been de or service record to improve sulfate resistance when usQd in concrete con-
takiing'Iy V
2--264 D
CO
C 5D
1
NORMAL -WEIGHT
AGGREGATE
UGNT.W EIGHT
:AGGREGATE
CONCRETE
Maadmum'Wdx-
Camentftfous•WeIghttnd
Mftarlatea Ratlo; by",
Wet' trq:.,'
Hcnrut-Welylit•
Aad at
Carrereto$
11 'Noma[.
L ghtwilght
Aggrepata.
Coneritbe pill
SULFATE
EXPOSURE
WATER- SOLUBLE
SULFATE
((SOS�)) IN Soft.,
PERCENTAGE By
WEIGHT .
SULFATE (SO4) IN
WATER, ppm
CEMENTTYPE
x 6.00 Tfor mfr
Negligible
0.00-0.10
0-150
Modera(e2.
0.10-0.20
150-1,500
1L, WNS), IS
030
4,000
WS)
Severe
0.20-2:00
1,500-10;000
V
0.45
4,500
Very severs
Over 2.00
Over 10,000
V plus
pozzolanl
0.45
4,500
rA lower waterccmentitious materials ratio or higher sgength may besrquired. for low permcibilityor for protection
against corrosion,of omb2dded,items or freezing and thkwing ('[Able 19-A-2).
2Seawater
?Pozzolan that has been de or service record to improve sulfate resistance when usQd in concrete con-
takiing'Iy V
2--264 D
CO
C 5D
1
LA QUTNTA
Please verify that soils reports contain all of the above information. In addition, to assure
continuity between'the investigation/reporting stage and the execution stage, please use
the following checklist to verify that the conclusions -and recommendations in the report
cover all the required -elements. Only then. can we be assured that the construction
documents address all of the site soil conditions.
La Quinta Geotechnical Report. Checklist
Does the "Conclusions and Recommendations" section of the report address each of the
following criteria?
"Address" means:
(a) the criterion is considered significant and mitigation measures) noted, or;
(b) the criterion is considered insignificant and expiicitly.so stated.
Yes No Criterion
af ❑ Foundation criteria based upon bearing capacity of natural or compacted soil.
[d ❑ Foundation criteria to mitigate the effects of expansive soils.
❑ Foundation criteria based upon bearing capacity. -of natural or -compacted soil.
❑ Foundation criteria to mitigate the effects of liquefaction.
❑ Foundation criteria to mitigate the effgcts of seismically induced differential
settlement.
,, ■
Foundation criteria to mitigate the effects of long-term differential settlement.
Foundation criteria to mitigate the
Foundation criteria to rritisate expeetf
Any "No" answers to the above
cotTections.
of varying soil strength.
and differential settlement.
as specific required
I BRETTL.
ANDERSON
No. 045389
Exp. 9/30/14
CIVIL