11-1180 (AC)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
i1-00001180
Property Address:
79125 kIGHWAY' 111
APN:
649-030-078-2 -28525
Application description:
ADDITION - COMMERCIAL
Property Zoning:
REGIONAL COMMERCIAL
Application valuation:
1000000
Tiht 4 4 Qulkl�,
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
LATORRE ROBERT N
C/O TOM KELLY
83368 HIGHWAY 111
INDIO, CA 92201
VOICE.(760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/20/12
Contractor: 3 2012 I (J I
Applicant: Architect or Engineer: MONARCH CONSTRUCTI r A v
1001 DOVE STREET, I
NEWPORT BEACH, CA 9 660 CITYOF L.A'QUINTA
(949) 477-6150 Flt�+�Wr�C1PT.
Lic. No.: 777.725
-- ----------
LICENSED CONTRACTOR'S DECLARATION - WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with 1 hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. - '1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License ss: see No.: 777725 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Date: ntractor: 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 -
OWNER -BUILDER DECLARATION - insurance carrier and policy.number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATEFUND, Policy Number 719-6000283
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct;.alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as tobecomesubject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code) or 1700 of the I5 Code, I shall forth rth c with those provisions.
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).: Date:Z_N plicant: /� a
(_) 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law -does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own, employees, provided that the DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however; the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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 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.).
1 _ I 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:
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 performedunderor 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 cessation of work for 180 days will subject
permit to cancellation. .
I certify that 1 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, ang h reby authorize representatives
of this unt� enter upon the above-mentio; ' ertc for inspe�tio ur s
/� s
ate: ignature (Applicant or Agent)' }+/�
LQPERMIT
I L
Application.Number. . . . 11-00001:180.
Structure Information
Construction Type TYPE V, UNPROTECTED
Occupancy Type . BUSINESS <50
Other struct info . . . . . .CODE EDITION .'2010
FIRE SPRINKLERS YES.
MIXED -USE OCCUPANCY B/S1-
OCCUPANT LOAD 154.00
TOT ELIGIBLE NO
1ST FLOOR SQUARE FOOTAGE 10747.00
2ND FLOOR SQUARE FOOTAGE 2115.00
Permit ELECT=- ADD/ALT/REM
Additional desc .
Permit•Fee 591.39 Plan Check Fee 147.85
Issue Date Valuation 0
Expiration -Date _8/20/12
Qty Unit Charge Per Extension
BASE FEE 15.00
12.862.00- .0200 ELEC GARAGE OR NON-RESIDENTIAL 257.24 a
20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00.
2.00 18.5000 EA ELEC SVC <=60OV/<=200A 37-00
2.00 37.5000 EA. ELEC SVC <=60OV/>20OA/<=1000A 75.00
427.00 .4500 EA ELEC DEVICE/FIXTURE >20 192.15
----------------------------------------
Permit BUILDING.PERMIT
Additional desc
Permit Fee 3539.50 Plan Check* Fee •2300.68
Issue Date Valuation 1000000
Expiration Date 8/20/12
Qty Unit Charge Per. 'Extension
BASE FEE 2039.50
500.00 3.0000 THOU BLDG 500,001-1,000,000 1500.00
Permit' . . MECHANICAL
Additional desc .
Permit Fee 103.50 Plan Check Fee 25..88'
Issue Date Valuation . . . 0
Expiration Date.. 8/20/12
Qty Unit Charge Per Extension
BASE FEE 15.00
2.00 11.0000 EA MECH FURNACE >100K 22.00
LQPERMIT
Application Number 11-00001180 .
Permit . . . MECHANICAL
Qty Unit Charge. Per
Extension
.6.00 4.5000 EA MECH VENT INST/ DUCT ALT
27.00
2.00 16.5000 EA MECH'B/C >3-15HP/>100K-500KBTU
33.00
" 1.00 6.5000 EA MECH EXHAUST HOOD
6.50
Permit PLUMBING
Additional desc .
Permit Fee 172.50 Plan Check Fee
43.13
Issue Date . . . Valuation
0
Expiration Date 8/20/12
Qty Unit, Charge Per
Extension
BASE FEE
15.00
" 13:00 6.0000 EA PLB FIXTURE
78.00
7.00 6.0000 EA PLB ROOF DRAIN
42.00
1.00 7.5000 EA PLB WATER HEATER/VENT
7.50
1.00 12.0000 EA PLB INTERCEPTOR
12.00
1.00 3.0000 EA PLB WATER INST/ALT/REP
3% 00
5.00 3.'0000 EA PLB FIXTURE DRAIN/VENT REP/ALT
15.00
- - ---------------------------------.-----
Special Notes and Comments
ADDITION /•REMODEL TO EXISTING AUTO
DEALERSHIP BUILDING. OCCUPANCY "B" AREA
= 33.06 SF; S1-OCCUPANCY AREA = 9556 SF.
TOTAL AREA ADDED = 12,862'SF. TYPE V-B
CONSTRUCTION.W/ FIRE SPRINKLERS.. 2010
CODES.**THIS PERMIT DOES NOT INCLUDE
TEMPORARY POWER, BLOCK WALLS., TRASH
ENCLOSURE, STORAGE RACKS & SHELVING AND
SITE LIGHTING.** NOTE: TRUSS CALCS ARE
DEFERRED.'ARCHITECT: BOB RICCIARDI.C3808
(2008 DIF = 12,862SF ADDITION (SUBTRACT
2,785SF EXISTING COV. PATIOS) = 10,077SF
NET]
--------------------------------------=-------------------------------------
Other-Fees ACCESSIBILITY PLAN REVIEW
230.06
ART IN PUBLIC PLACES-COM
4980.00
BLDG STDS ADMIN (SB1473)
40.00
DIF CIVIC CENTER - COMM
6439.20
ENERGY REVIEW FEE
230.06
DIF FIRE PROTECTION-COMM
3627.72
STRONG MOTION.(SMI) - COM
210.00
DIF STREET MAINT FAC-COMM •
2539.40
DIF TRANSPORTATION - COMM '•56914.88
Fee summary Charged Paid Credited
Due
LQPERMIT-
Application Number
11--00001180
Permit Fee Total
4406.89
.00
.00
4406:89
,Plan Check Total
2517.54�
.00
.00
2517.54
Other. Fee Total
75211:32
.00
.00
75211.32. .
Grand Total
82135:75
.00
.00
82135.75
LQPEPMIT
.
,
47-
FBin
City of a Q.ucnta
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: ' -7 — I ZJ ql b (J () l l (
Owner's Name: ��� (�2 p i\1
A. P. Number: �d0 .- 0� Q�8 --GJ
Address: -7q-- (7 S
Legal Description:
City, ST, Zip: a �� (� d p, eZZ,5� ?j
Contractor:
^1 (�<v:<:;:::::•;;:•;::r:;.::r>'a::�::r::::<::::.
Telephon 7�J �<3:::?:::»•::;>.::::»:.w:::...:::s�;;
Address:
Project Description:
City, ST, Zip:
Telephone:
``' ''g'ss ;><3?y.'.:< < s;`•<>``>;:j;.
State Lic. # : f _ . - r ( City Lic.
Arch., �6Jli A �iC'ct, �V ( 4pc
I Tz
Address: 75 6eAa D� ���e �
111
City, ST, Zip:
C
Telephone: I
State Lic. #: G 8� V
f',:tJ\J{;v '::......';.,.....
;>s:i;::; ;:_r, :...;:.;._;., $ :ri•:
>':.;>;',.,<.;:.: ;;=<.:>::<.;:<.;::k:ro;:i ;.,:;:a ;
s?? :;<k<>'<:>>:<»' ' '::>:>:::s< <?<`
.
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. FL: # Stories: # Units:
Name of Contact Person: 91 (�l �,t,
Telephone # of Contact Person• Q 2, Q0
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Y� Z
Plan Check submitted
'
Item
Amount
2
Structural C d,.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
�i
Plan Check Balance.
tle 24 Cates.
Plans picked up
QQ�
V
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2' Review, ready fo correctionsri sue
� (I
Electrical
Subcontactor List
Called Contact Perso d
Plumbing
Plans picked up
S.M.I.
pprova
Plans resubmitted
Grading
IN HOUSE:-
I I
rd Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
✓
!
Called Contact Person
A.LP.P.
Pub. Wks. Appr
_
Date of permit issue
. .
School Fees
Total Permit Fees
� �.�%'�•rl
10�o�-t NW- V $� daa, t% 147 �Q{'C Ii II .Z/1 --w
pGt&� --� �.c O- i-L l 1- /7 ' ? C�_ � e-4 ' 11117 -?/i ? 40p - d
A
" 03/07/2012 14:12 7607776030 TORRE NISSAN
PACE 06/07
CERMICATE OF COMPLIANCE
sp
Desert S' mb UnIflie i .�i. ch" Ct
�c
A,.
47M Dune Palms Road
z
DEft
Z
La Quittta, CA 92M
� ,a IV
NcL
3
.(760) 771-8615
v LA ��
t7"�'°
Owner
Torre Km;tn
APN 0
e00-02a-418
Address
T9126 Rowdy 111
CRY.
La Quinta Zip 922
Panlatt>IR
.Tract I
No.' of Unlb
1
Tpe
Commercial
LAA d No. Street
S.F. Lot aA[ . W0.
SbiOet sip.
Unit 1
79126 Highway 111
9088 Unit 6
Unit 9
Unit 7
' Unit a
Unit 8
UM 4
Unit 9
Unit a
Unit 10
ComMOfbR Torte Nlssarr Auto Dealership Addition
At the pM"nt *M the Deem Sands URSW 3ct+e01 DWM does not oobd bm on parageeharporle, aavarea Dados/walkwaY�. raeldentlat addiliorts under
500 WOO Ant deledM 00wosory sW chm ("am that do not cwwtn facakin for "M of bov, cmktnp eating or sanbftn) or MoNownwd mobile
bones. "as beer/ d terinifed than the abwe4mnted mw is elxmi fiom P*" sohoot flew at Ut1S am Quo to ibe fopoieltng naeon:
gXEMPTION NOT APPLICABLE
This COMM ihat school faddy Bees imposed Pw awt to
EdU=Wm Code Seedch 176 M and Gorremmard Coda 66M Et Ssq.
In the arvunt of $oA7 X 906 S.F. to 94,270A2 hM been paid for the property "SWd above and #W
building pem►Ns and/or Certificates of Occupancy for this Ware F W90 in this proposed Project may noW be Issued.
FORM Paid BY -CC -CSGfontia Bank - Juan Carlos Check No. 2402W
Nat1w on the check Telephone 760-T77-999
- Fead}n� Co�crcisI .
BY Dr. Sharon P. McOehee
8upeeafthowd
Fge coHectad by a M II y Prt vx tt Pwd p�, •,
mil• �J .,1
NOTM, Fa"to ""- iA ^ • .. .. • ' •r �� `
or other perment fdentnled above w11 �+ y°ta � � r aAP�a! period Pn.ihk� y6t11�att lbes
Ot 00 POY M We are � to nm ftM ftt0 kWdd the bulfd ft or (ltsl i ton permk fpr Ve pt�jeiCt b bayed, or;;; Me dne an .
paid to the birRriot(s) or ar�atlser pt�bllG antby eutharixed to aobe�t them on the DWJ W V behaK wttftm b salter.
NOTICE: This Document NOT VALID without embossed seal {
Embaesed - Btdlofiato Npoo,*M Apoiwnt Copy_ App j=Aeceipt ' Copy-Aomwft
4 .,
CS Surveying, Inc.
April 30, 2012
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92247-1504
Attn: Amy Yu
RE: Torre Nissan, La Quinta Auto Center, 79425'Highway 111; La Quinta;
California.
Precise grading permit No. 11089, Building_ permit No I 1-1180.
This letter shall confirm that the final. building pad, the showroom, extension
for the above site has been graded in accordance with the approved grading
plan. The building pad,being.certified by this letter is designed to a pad
elevation of 69.98.
The, placement of the building pad and pad elevation is in conformance with
the grading plan as approved by the City of La`Quinta.
Very Truly Yours;
CS Surveying,, Inc.
< M ERro RECEIVED
FO
No. 7667 �'
Carlos H. Saldivar, PLS. " MAY 02 2012
President D(P. I Z 3
CHS/Js `>9 - BY: 5y
P.O. Box 80042 • Rancho Santa Margarita, CA. 92688-0042
Tel: 949.254.4482 4 Fax: 949.581.9626
Email: CSSURVEYING@AOL.COM
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) 766-87.78
May 1, 2012
Project No. 522-11199
12-05-110
Torre Nissan
c/o Tally Construction Management, LLC
11209 East Dale Lane.
Scottsdale, Arizona 85262
Project: Torre Nissan Expansion
79-125 Highway 111
La Quinta, California
Subject: Final. Report of Observations and Testing During Rough Grading
Ref: Geotechnical Investigation report prepared by Sladden Engineering dated December
5, 2011; Project No. 544-11199, Report No. 11-12-274
Interim Report of Observation and Testing During Rough Grading prepared by
Sladden Engineering dated April.19, 2012; Project No. 522-11199, Report No. 12-04-
097 2
Summarized in this report are the results of in -place density tests performed at the subject site
during the initial rough grading of the Torre Nissan expansion project along with pertinent
observations. The project site is located at 79-125 Highway 111 in the City of La Quinta,
California. This report provides a summary of final testing for the west building addition. The
initial grading is summarized in the above referenced Interim Grading Report.
Remedial grading included over -excavation and re -compaction throughout the new building
addition area. New building addition areas were over -excavated to a depth of approximately 5 to
5.5 feet below pad grade. The soil exposed within the bottom of the excavation was scarified,
moisture conditioned and compacted to at least 90 percent relative compaction.
Field testing was performed from April 25, 2012 through April 27, 2012. Testing of the
engineered fill soil indicates that a minimum of 90 percent relative compaction was attained in
the areas tested. The passing'test results indicate compliance with the project specifications at the
tested locations and depths but are no guarantee or warranty of the contractors work.
Field Tests: In -place moisture/density tests were performed using a nuclear density gauge in
accordance with ASTM Test Method D 6938-08. A total of 10 additional density tests were
performed. Test results are summarized on the attached data sheet. The approximate test
locations are indicated on the attached site plan.
t
May 1, 2012 -2- Project No. 522=11199 .
12-05-110
Laboratory Tests: The moisture -density relationships for the testedmaterials were determined in
the laboratory, in accordance with ASTM Test Method*D 1557.-91.
Load bearing walls maybe supportedoncontinuous spread footings and interior columns may
be, supported on isolated pad footings. All footings should be founded upon properly compacted
engineered fill and should have a minimum embedment depth of 12 inches measured from the `
lowest adjacent finished grade. Continuous and isolated footings should have a minimum width
of 12 inches and 24 inches, respectively. Continuous and isolated footings may be designed using.
allowable (net) bearing pressures of 1800 and 2000 pounds per square foot (psf), respectively..
Allowable increases of 250 psf.for each additional 1 foot in width and 250 psf for each additional
6 inches in depth may be utilized, if desired. The maximum allowable bearing pressure should be
2,500 psf. The maximum bearing pressure applies to combined dead and sustained live loads.
The allowable bearing pressure may be increased by one-third when considering transient live
loads, including seismic and wind forces. All footings should be reinforced in accordance with .
the recommendations of'the project Structural Engineer:
If there are any questions regarding this report or the testing summarized herein, please contact
the undersigned. .
Respectfully submitted
SLADDEN ENGINEERING ,
QR0FESS!L�Ar
Brett L. Anderson Q4' ql
Principal Engineer
No. C 45389 m
it ExP• "0-2012
Grading/gvm `f'Iq CMt Q
TFof CAL►��fa
Copies 2/ Torre Nissan
4/ Tally Construction Management, LLC
Sladden Engineering
Project Name: Torre Nissan Expansion
Project No.: 522-11199
Location: 79-125 Highway 111, La Quinta, California
Report No.: 12-05-110
Dry Density In
% Moisture
Relative
Maximum
Test No.
Date Tested
Location.
Elevation
place
in Place
Compaction
Density
West Addition
1
4/25/2012
Per Plan
5.5' BPG
101.7
11.4
93
109.5
2
4/25/2012
Per Plan
3.5' BPG
102.9
12.3
94
109.5
3
4/26/2012
Per Plan
5.5' BPG
100.4
12.6
92
109.5
4
4/26/2012
Per Plan
3.5' BPG
102.3 .
11.0
93
109.5
5
4/26/2012
Per Plan
3.5' BPG
'103.9
10.1
95
109.5
6
4/26/2012
Per Plan
1.5' BPG
102.5
9.6
94
109.5
7
4/26/2012
Per Plan
1.5' BPG
104.1
11.4
95
109.5
8
4/27/2012
Per Plan
PG
104.9
8.6
96
109.5
9
4/27/2012
Per Plan
PG
105.3
9.4
96
109.5
10
4/27/2012
Per Plan
PG
104.2
9.1
95
109.5
BPG = Below Pad Grade
PG =Pad Grade.
Tuesday, May 01, 2012 " '
Sladden Engineering
EX. PATH
4.2171,9
-
nnmr
(8.339
SEE DETAIL "A" —,,,d
HEREON
RIGHT
oA,
EX. CURB"'"
(PROTECT)
EX. CURB
JOIN
. IL--
� II
522-11199
LOCATION PLAN
APPROXIMATE LOCATION DENSITY TESTS
Torre Nissan
Sladden Engineering
*.Sl-adden Engineering
45M Golf Center Parkway, .Suite. F, Indio, CA 92201 (760) R63-0713 Fax (760) 96341247
6782 Stanton Avcnuc, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523.1369
450 Egan Avcnuc, Beaumont, CA 92223 (951) 945.7743 Fax (951) 945.8863
800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778
February 7, 201212 Project No. 544-11199
12-02-033
Torre Nissan
c/o Robert H. Ricciardi Architects
75-400 Gerald Ford Drive, Suite 115
Palm Desert, California 92211.
Project: Proposed Expansion Project
Torre Nissan Automobile Dealership
79-125 Highway 111
La Quinta, California
Subject: Foundation Plan Review .
Ref: Geotec)uyical investigation report prepared by Sladden Engineering dated
December 5, 2011; Project No. 544-11199, Report No.11-12-274
As requested, we have reviewed the Precise Grading Plans prepared by Saxon Engineering
Services along with the Foundation Plans and Details prepared by Anderson Structural
Engineering for the proposed Torre Nissan automobile dealership expansion project. Based on
our review, it is our opinion that the recommendations provided in the above referenced
Geotechnical Investigation report have been properly incorporated into these plans,
If you have questions regarding this memo, please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERI
Brett L. Anderson w 4 n,
Principal Engineer 0
Letter/g] 9
s �
r
r OF CAt1iOQ�
Copies: 2/ Torre Nissan • �•C�I�%�
2/ Robert H. Ricciardi Architects
FEB 0 8 2012
BY, - -