08-1683 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 08`00.001683
Property Address: 44075 JEFFERSON ST
APN: 604=521-005- -
Application description: WALL/FENCE
Property Zoning: NEIGHBORHOOD COMMERCIAL
Application valuation: 3840
Tiht
"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012 +'
FAX (760) 777-7011
INSPECTIONS (760),777-7153
Owner:
REGENCY MARINITA LA QUINTA LLC
36 EXECUTIVE PARK STE 100
IRVINE, CA 92614
(949)726-6028
Date: 10/27/08
Contractor:
Applicant: Architect or Engineer: MERCER CONSTRUCTION COMPANY
42690' RIO NEDO WAY, SUITE D D Q
TEMECULA, CA 92590
(951) 296-0111
Lic. No.: 407578 NOV 12 2008
CITY OF LA QUINTA
FINANCE D.EP------
LI ENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury t I am is sed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busin s and r essionals Cade, and my License is in full force and effect.
License Class: BLicense No.: 407578
Date:[L1?:—g21�4ontractor:
�t
OWNER -BUILDER DECLARATION
{T I hereby affirm under penalty of perj 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).:
(_) 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 I, 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.).
(_) 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:
LQYEPUNIIT
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 7190000181
I certify that, in thpperformnce of the work for which this permit is issued, I shall not employ any
person in any mo becom subject to the workers' compensation laws of California,
and agree that,co a ject to the workers' compensation provisions of Section
//3700 /of the Laa t ith comply with those provisions.'1/Date:�ID� applicant%
WARNING: FAILURE TO SECU' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CALTIES 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 issuance of such permit, or essation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state tha the bove in or ation is correct. I agree to comply with all
city and county ordinances and state laws relating to .I ng n u ion, and hereby authorize representatives
,,//o//ff this
ff county tto enter
�upon the above-mentioned pro t for i s on purposes.
YDateLl_ ' ignature (Applicant or Agentl:
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LQPER\IIT
A, -J
Application Number . . . . . 08-00001683
PermitWALL/FENCE PERMIT
Additional'descRET WALL 240 LF X 4FT
Permit Fee . . . . 63.00 Plan Check
Fee
.00
Issue Date . . . . Valuation
. . . .
3840
Expiration Date 4/25/09
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9.0000 THOU BLDG 2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and Comments
240 LIN FT. X 4 FT RETAINING WALL.
LOCATION AT PARK ENTRANCE AND SHOPS 3.
2007 CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . HOURLY PLAN CHECK
95.00
STRONG MOTION (SMI)
- COM
.80
Fee summary Charged Paid. Credited
----------------------------------------
Due
-----------------
Permit Fee Total 63.00 .00
.00
63.00
Plan Check Total .00 .00
.00
.00
Other Fee Total 95.80 .00
.00
95.80
Grand Total 158.80 - .00
.00
.158.80
ri
LQPER\IIT
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RETAINING WALL CALCULATIONS HEERSON SQUARE
SITE CIVIL DRAWINGS LA QUINTA, CA
APPENDIX "A"
SELECTED PAGES FROM GEOTECHNICAL REPORT
RELATED TO RETAINING WALL DESIGN
DRC
Ret Wall Report Text.007-304.doc
I
GEOTECHNICAL ENGINEERING INVESTIGATION
PROPOSED JEFFERSON SQUARE
JEFFERSON STREET AND FRED WARING DRIVE
LA QUINTA, CALIFORNIA
PROJECT No. 112-07036
MAY 25, 2007
PREPARED FOR:
REGENCY CENTERS, INC.
36 EXECUTIVE PARK, SUITE 100
IRVINE, CALIFORNIA 92614
ATTENTION: MR. THOMAS MIDDLETON
PREPARED BY:
KRAZAN & ASSOCIATES, INC.
4221 BRICKELL STREET
ONTARIO, CALIFORNIA 91761
(909) 974=4400
Offices Serving the Western United States
qe4l<razan & ASSOCIATES, INC
` GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 25, 2007 KAProject No. 112-07036
Mr. Thomas Middleton
Regency Centers, Inc.
36 Executive Park, Suite 100
Irvine, CA 92614
�r
1i
RE: Geotechnical Engineering Investigation
Proposed Jefferson Square (Phase 1)
Jefferson Street and Fred Waring Drive
La Quinta, California
Dear Mr. Middleton:
hi accordance with your request and authorization, we have completed our Geotechnical Engineering
Investigation for the above -referenced site. This report summarizes the results of our field
investigation, laboratory testing and engineering analyses. Based on the data obtained, our
widerstanding of the proposed project and our engineering analyses, it is our opinion that it is feasible to
develop the site as planned.
As noted in our report, Krazan & Associates should be retained to review project plans and specifications
prior to the start of construction, and to observe and test earthwork and foundation construction.
Observation and testing services should also be performed by our field staff during construction activities
which will allow us to compare conditions exposed during construction with those encountered during our
investigation and to present supplemental recommendations if warranted by different site conditions.
If you have any questions regarding the information or recommendations presented in our report, or if
we may be of further assistance, .please contact our Ontario, California office at (909) 974-4400.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
James M. Kellogg, PE
Regional Manager
cc: Addressee (4)
Offices Serving The Western United States
4221 Brickell Street • Ontario, California 91761 • (909) 9744400 • Fax: (909) 974-4022
11207036.doe
tKA No. 112-07036
Page No. 11
' maintained throughout the life of the structure. Ponding of water should not be. allowed adjacent to the
structure. Over -irrigation within landscaped areas adjacent to the structure should not be performed. in
addition; ventilation of the structure (i.e. ventilation fans) is recommended to reduce the accumulation of
1 interior moisture.
FOUNDATIONS
' Provided that the site is prepared as recommended, the proptised structures may be supported on a
shallow foundation system bearing on at least 4 feet of Engineered Fill. Spread and continuous footings
can be designed for the following maximum allowable soil bearing pressures:
The footings should have a minimum. depth of 1 S inches below pad subgrade (soil grade) or adjacent
exterior grade, whichever is deeper. Footings should have minitmim widths of 15 inches for continuous
footings and 24 inches for isolated pad footings. The footing excavations should not be allowed to dry
out any time prior to pouring concrete. It is recommended that footings be reinforced with at least one
No. S reinforcing rebar in both top and bottom. .
Provided the site is prepared as recommended and that the foundations are desigded-and constructed in
accordance with our recommendations, the total settlement due to static foundation loads is not expected
to exceed 1 inch. The differential settlements are anticipated to be less than r4 inch in 40 feet due to
static loading. Most of the settlement is expected to occur during construction as the loads are applied.
However, additional post -construction settlement may, occur if the foundation soils are flooded or
saturated. The seismic induced differential settlements are anticipated to be less than 'h inch in 20 feet
due to a strong earthquake event.
Resistance to lateral footing displacement can be computed using an allowable friction factor of .43
acting between the base of foundations and the supporting subgrade. Lateral resistance for footings can
alternatively be developed using an allowable equivalent fluid passive pressure of00 pounds er cubic
foot acting against the appropriate vertical footing faces. The frictional and passive resistance of the soil
may be combined without reduction in determining the total lateral resistance. A one-third increase in
the above value may be used for short duration, wind, or seismic -loads,
RETAINING WALLS
' Walls retaining horizontal backfill and capable of deflecting a minimum of 0.1 percent of its height at the
top may be designed using an equivalent fluid active pressure of 32 powids per square foot per foot of
depth. Walls that are incapable of this deflection or walls that are fully constrained against deflection
may be designed for an equivalent fluid at -rest pressure of 2 pounds per square foot per foot ep
per
Krazan & Associates, Inc.
' Offices Suring The western United Stales
11207036.doc