06-4385 (SFD)P.O. BOX 1504
G' 78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
06-00004385
Property Address:
53540 DEL GATO DR
APN:
770-370-002- - -
Application description:
DWELLING - SINGLE FAMILY
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
487831
Applicant:
T4ht 4 aCP Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
DETACHED
Architect ^or Engineer:
\v K
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 Busines nd Professionals Code, and my License is in full force and effect.
License Class: B uce.Wv �0-2--
Date: 66?ntractor-�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: 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 (commencing 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 penalty of not more than five hundred dollars ($500).:
1 _ 1 I, 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 Professions 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 not intended or offered for sale. If, however, the building or 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 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 Law 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 License Law.).
1 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm 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:
LQPERAIIT
Owner:
BRIAN MURPHY
Contractor:
C K CONSTR & DEV CO INC
4230 BALDWIN AVENUE
CULVER CITY, CA 90232
(310)836-2677
Lic. No.: 796482
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/26/07
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 1660956
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 Code, I shall forthwith comply with those provisions.
Date;/ Applicant:/
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 ($100,000). 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 issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, 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 if work is not commenced
within 180 days from date of issuancelbe
r cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state thmation is correct. I agree to comply with all
city and county ordinances and state laws relating toti and hereby authorize representatives
of thiscocounty to enter upon the above-mentioned pr
Date. M-677Signature (Applicant or Agent):
•Application Number .
. . . . 06-00004385
------ Structure Information
5706 SFD
-----
Other struct info . .
. . . CODE EDITION O1BMP04E05EN
# BEDROOMS
4.00
FIRE SPRINKLERS" NO
`
GARAGE SQ FTG
741.00
PATIO SQ FTG
922.00
NUMBER OF UNITS
1.00
1ST FLOOR SQUARE FOOTAGE
5706.00
----------------------------------------------------------------------------
2ND FLOOR SQUARE FOOTAGE
.00
Permit
BUILDING PERMIT
Additional desc
,
Permit Fee . . . .
1997.50 Plan Check Fee
1298.38
Issue Date . .
Valuation . . . .
487831
Expiration Date
6/23/08
Qty Unit Charge
Per
Extension
BASE FEE
639.50
388.00 3.5000
----------------------------------------------------------------------------
THOU BLDG 100,001-500,000
1358.00
Permit
ELEC-NEW RESIDENTIAL
Additional desc .
Permit Fee . . . .
262.97 Plan Check Fee
65.74
Issue Date ':
Valuation . . . .
0
Expiration Date
6/23/08
Qty Unit Charge
Per
Extension
BASE FEE
15.00
5706.00 0350
ELEC NEW RES - 1 OR 2 FAMILY
199.71
1663.00 .0200
ELEC GARAGE OR NONTRESIDENTIAL
33.26
1.00 15.0000
--------------------------
EA ELEC TEMPORARY POWER POLE
-------------------------------------
15.00
-------------
Permit . . .
GRADING PERMIT
Additional desc .
Permit Fee . . . .
15.00 Plan Check Fee
.00
Issue Date . . . .
Valuation . . . .
0
Expiration Date
6/23/08
Qty Unit Charge
Per
Extension
---------------------------------------
BASE FEE
--------------------------------=----
15.00
Permit . ...
MECHANICAL
Additional desc..
LQPERn4IT
Application Number . . . . . 06-00004385
Permit . . . . . . MECHANICAL
Permit Fee . . . . 237.00 Plan Check Fee
59.25
Issue Date . . . . Valuation . . . .
0
;t Expiration Date 6/23/08
Qty Unit Charge Per
Extension
BASE FEE
15.00
4.00 9.0000 EA MECH FURNACE <=100K
36.00
2.00 11.0000 EA MECH.FURNACE >100K
22.00
6.00 16._5000 EA MECH B/C >3-15HP/>100K-500KBTU
99.00•
8.00 6.5000 EA MECH VENT FAN
52.00
2.00 6.5000 EA MECH EXHAUST HOOD
----------------------------------------------------------------------------
13.00
Permit PLUMBING
Additional desc .
Permit Fee . . . . 263.25 Plan Check Fee
65.81
Issue Date . . . . Valuation . . . .
0
Expiration Date 6/23/08
Qty Unit Charge Per
Extension
BASE FEE
15.00
21.00 6.0000 EA PLB FIXTURE
126.00
1.00 15.0000 EA PLB BUILDING SEWER
15.00
8.00 6.0000 EA PLB ROOF DRAIN
48.00
3.00 7.5000 EA PLB WATER HEATER/VENT
22.50
1.00 3.0000 EA PLB WATER INST/ALT/REP
3.00
1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM
9.00
1.00 3.000.0 EA PLB GAS PIPE 1-4 OUTLETS
3.00
9.00 .7500 EA PLB GAS PIPE >=5
6.75
1.00 15.0000 EA PLB GAS METER,
15.00
----------------------------------------------------------------------------
Special Notes and Comments
5706 SF SFD. R-3 OCC. TYPE V -N
CONSTR.2001 CBC,CMC,CPC, 2004 CEC, 2005
ENERGY CODES. PERMIT EXCLUDES
WALLS/POOL/DRIVEWAY APPROACH.
**COMPLIANCE WITH ALL FEDERAL & STATE
LAWS, INCLUDING THE ENDANGERED SPECIES
ACT OF 1973 IF APPLICABLE,IS REQUIRED**
---------.-------------------------------------------------------------------
Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES
719.57
DIF COMMUNITY CENTERS -RES
74.00
DIF CIVIC CENTER - RES
995.00
ENERGY REVIEW FEE
129.84
DIF FIRE PROTECTION -RES
140.00
DIF LIBRARIES -.RES
355.00
DIF PARK MAINT FAC - RES
22.00
LQPERMIT
L.
LQPERQIIT
Application Number
. . . . .
06-00004385
------------------------------------------------------------------------------ -----------------------------_-------------------------
Other Fees .
. . . . ...
DIF PARKS/REC RES
892.00
STRONG MOTION (SMI)- - RES
48.78
DIF STREET MAINT FAC -RES
67.00
DIF TRANSPORTATION - RES
1930.00
Fee summary
-----------------
Charged
----------
Paid Credited
------------------------------
Due
Permit Fee Total
2775.72
.00 .00
2775.72
Plan Check Total
1489.18
500.60 .00
989.18
Other Fee Total
5373.19
.00 .00
5373.19
Grand Total
9638.09
500.00 .00
9138.09
0
P.O. BOX 1504 APPLICATION ONLY
Building 78-495 CALLE TAMPICO
Address �J'J"�G�F� (�ylj LA OUINTA, CALIFORNIA 92253 2—
Owner av _
Mailing
Address
City
& Classif. I Lic. #
Designer�N�''
�Ga IUC. # 9WDI
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and my license is in full force and
effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that he 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 penalty of not more than five hundred dollars ($500).
❑ I, 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 not apply to an owner of property who builds
or improves thereon and who does such work himself or through his own employees, provided
that such improvements are not intended or offered for sale. If, however, the building or im-
provement is sold within one year of completion, the owner -builder will have the burden of
proving that he did not build or improve for the purpose of sale).
❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct
the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does
not apply to an owner of property who builds or improves thereon, and who contracts for such
projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ I am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's
Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
❑ Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(Thissection need not be completed if the permit is for one hundred dollars ($100) valuation
or fess).
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 Workers' Compensation Laws of
California.
Date Owner
NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become
subject 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 permit 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 if 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 building
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
BUILDING: TYPE CONST
A.P. Number , /0--37
Legal Description e '
Ir
Project Descriptioa
ha aa
C e'
ee
Sq. Ft. le) No. No. Dw.
Size �/ Stories Units
New Add ❑ Alter ❑ Repair ❑
Demolition ❑
Estimated Valuation
PERMIT AMOUNT
Plan Chk. Dep.
(i
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
till
=I—Auffiv
TOTAL
M►
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validation:
YELLOW = APPLICANT PINK = FINANCE
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5
00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho
mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq.
in the amount of $2.63 X 5,706 S.F. or $15,006.78 have been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.
Fees Paid By OC/Washington Mutual Bk - Chris Smith Check No. 455588940
Name on the check Telephone
Funding 'Residential'
By Dr. Sharon P. McGehee
Superi
Fee collected
' Signature
Payment Recd:pp G
$15,006.78 n`ier/under:,`
NOTICE: Pursuant to Government Code Section 66020(d)(1),,,li ill serve to notify you that the 90 -day approval period in which you may protest the fees o
r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which
those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier.
NOTICE: This Document NOT VALID if Duplicated
Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting
Sladden
•3 .f .} ', f ; •,it'gg:
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (310) 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (619) 772-3893 Fax (619) 772-3895
July 31, 1997
Tradition Club Associates, LLC
c/o Winchester Development Company
41-865 Boardwalk, Suite 101
Palm Desert, California 92211
Attention: Mr. Mike Rowe
Project: Tradition - Tract 28611
La Quinta, Californi a
Subject: Geotechnical Update
Project No. 444-6130-A6
Reference: Preliminary Soil Investigation prepared by Buena Engineers, Inc. dated
November 27, 1984; Project No. B -14796-P1, Report No. 84-11-216
Geotechnical Update prepared by Sladden Engineering dated December 12,
1996; Project No. 4446130
Report of Observations and Testing During Rough Grading prepared by
Sladden Engineering dated July 30, 1997; Project No. 522-6138-G1
As requested, we have reviewed the referenced geotechnical reports as they relate to the
development of the proposed residential tract. The proposed 32 lot tract is located along the
northern portion of the Tradition golf course development presently under construction. The tract
will occupy the lots previously designated as lots 55 through 75 of Tract 28470.
The lots were previously graded during the initial rough grading of the project site. The rough
grading included overexcavation of the native surface soils along with the placement of fill material
to construct the building pads. The site grading is summarized in the referenced Report of
Observations and Testing During Rough Grading along with the compaction test results. The
proposed tract revision will require some minor regrading to construct the planned 32 lots.
The referenced Preliminary Soil Investigation includes recommendations pertaining to the
construction of residential stucture foundations. Based upon our review of the referenced reports
and our observations during the previous rough grading, it is our opinion that the
recommendations included in the referenced Preliminary Soil Investigation remain valid for the
design and construction of the proposed residential structure foundations. Recommendations for
foundation design and site preparation are summarized in the referenced Report of Observations
and Testing During Rough Grading. The given structural values should be applicable for use in
the design of the proposed residential structure foundations.
July 31, 1997 (2) Project No. 4446130-A6
Because the lots have been previously rough graded, the remedial grading recommended with
respect to the planned lot regrading should be minimal. The building pad areas should be cleared
of weeds, scarified and moisture conditioned prior to grading. The exposed surface should be
compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement.
Fill material should be placed in thin lifts at near optimum moisture content and compacted to. at
least 90 percent relative compaction. Grading should be observed by a representative of Sladden
Engineering and compaction should be verified by testing.
We appreciate the opportunity to provide continued service to you on this project, if you have any
questions regarding this letter or the referenced reports, please contact the undersigned.
Respectfully. submitted,
SLA.IDIDEN ENGINEERING
�Jqe j
K:
Brett'L. Anderson, P.. 01'b�AF.:
Co41' }�
crvo
Copies: 2- Winchester Development Company
2- Keith International, Inc.
Sladden Engineering
Sladden Engineering.
1
" 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (310) 864-4121 (714) 523-0952
December 12, 1996
Tradition Club Associates, LLC
c/o Winchester Development Company
41-865 Boardwalk, Suite 101
Palm Desert, California 92211
Attention: Mr. Mike Rowe
Project: Tradition - Tract 27613
Project No. 444-6130
La Quinta, California
Subject: Geotechnical Update
Reference: Preliminary Soil Investigation prepared by Buena Engineers, Inc. dated
November 27,1984; Project No. B -14796-P1, Report'No. 84-11-216
Grading Plan Review prepared by Leighton & Associates dated July 2, 1986
Project No. 5850988-03
Report of Relative Compaction Tests prepared by Soil and Testing Engineers, Inc.
dated July 8, 1988; STE 8831012, Report No. 1
As -Graded Soil Study prepared by Soil and Testing Engineers, Inc. dated
July 6, 1988; STE 8831012, Report No. 2
As requested, we have reviewed the referenced reports along with the rough grading plans for the
proposed golf course development prepared by Keith International, Inc. In addition, we have
visited the site to observe the present conditions. These services were performed for update
purposes and to provide specific recommendations for site development and foundation design.
Based upon our review, it appears that the referenced reports contain useful information
concerning the site soils conditions and the recommendations contained in the referenced reports
remain valid for the design and construction of the proposed residential development. There are
some recommendations included in the referenced reports that warrant clarification.
Because the soils conditions vary throughout the site, the remedial grading recommended at this
time also varies. The site has been partially graded including the construction of building pads
throughout the middle portion of the site. Testing performed during and after grading is
summarized in the referenced reports prepared by Soil and Testing Engineers, Inc.(STE). Based
upon the information contained in the STE reports, it appears that the fill material placed during the
previous grading was properly compacted and should provide adequate support for the proposed
residential structures. The previously graded building pads should be cleared of vegetation,
moisture conditioned and recompacted to at least 90 percent relative compaction. Fill material may
then be placed in thin lifts at near optimum moisture content and compacted to a minimum of 90
percent relative compaction. Any fill material placed along the existing slopes to construct the
proposed building pads should be properly benched into the existing slopes. Fill slopes should be
:overbuilt and cut back to firm material.
December 12, 1996 (2) Project No. 441-6130
The building pad areas throughout the northern portion of the site have not yet been graded and are
generally underlain by loose sandy silts and silty fine grained sands. Building pads throughout the
northern portion of the site should be overexcavated to a depth of three feet below existing grade.
The previously removed soils should be placed in thin lifts at near optimum moiture content and
compacted to a minimum of 90 percent relative compaction. The building pad areas throughout the
southern portion of the site have not yet been graded and are generally underlain by fine to coarse
grained alluvial sands with gravel. Because of the granular nature of the alluvial soils throughout
the southern portion of the site, it is likely that the desired depth of compaction can be attained by
watering and compacting from the surface. Building pads throughout the southern portion of the
site should be watered so that near optimum moisture content is attained to a depth of three feet
below existing grade. The exposed surface should then be compacted so that a minimum of 90
percent relative compaction is attained to a depth of two feet below existing grade. Fill material
should then be placed in thin lifts at near optimum moisture content and compacted to at least 90
percent relative compaction.
The building pads proposed for the small canyon near the southern end of the site (see sheet 8 of
rough grading plan) appear to require the construction of building pads partially in fill and partially
in cut. In order to limit the potential for transition related differential settlements, we recommend
overexcavation of the cut portion of these building pads. Overexcavation should extend to a depth
of at least four feet below pad grade. Additional overexcavation to facilitate adequate boulder
removal should be considered. Because this area slopes considerably, proper benching will be
very important during fill placement.
The potential for rock -fall affecting the building pads along the toe of steep natural rock slopes
should be acknowledged. The potential rockfall hazard appears to be limited to several building
pads along the south and east edge of the site (see sheets 4, 5 and 8 of the rough grading plan).
The drainage swales indicated along the toe of the native rock slopes as indicated on the rough
grading plans appear to appropriately address rockfall hazards at this time. The rockfall hazard
potential should be evaluated after rough grading and lot specific mitigation measures should be
incorporated into individual fine grading plans and building layout determination.
The allowable foundation bearing pressures and lateral values recommended in the referenced
Preliminary Soil Investigation report remain applicable for the design of structure foundations.
The remainder of the recommendations included in the referenced reports should be considered in
design and construction.
If you have any questions regarding this letter or the referenced reports, please contact the
undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
Brett L. Anderson, P. E:
Copies: 2- wnchesterDevelopemntCompany
2- Keith International
Slodden Engineering