06-4326 (BLCK)f Q�BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT„
Application Number:06-00004326
Property Address: 45200 WASHINGTON ST
APN: 604-040-070- - -
Application description: WALL/FENCE
Property Zoning: TOURIST COMMERCIAL
Application valuation: 4050..
Applicant: Architect or Engineer:
---------------- =---------------- ------------>----
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 Professionals C4nNo.:
de and my License is in full force and effect.
License Classy B 210639
.D �/ -Co cto _- F -
' 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 iepair 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 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 orrh`erself 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 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 Tam 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:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
1/08/07
Owner:
CP DEVELOPMENT LA Q A
77564 COUNTRY CLUB I /E #> O 8 �OQ1
PALM DESERT, CA 922 ��.
CITY
' cn
Contractor:
TURNER -CONSTRUCTION COMPANY
44-139 MONTEREY AVE STE 201
PALM DESERT, CA 92260
(213)337-6900
Lic. No.: 210639
h
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 LIBERTY MUTUAL Policy Number WC7625092815036
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 worii2rs' compensation provisions of Section
p..,�33700 of the or Code, I s II ort with those provisions.
ate: �a ✓ plicant: .
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 15100,000) 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 ouinta, 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 I have read this application and state that the above information is correct. 1 agree to comply with all
city and county ordinances and s to laws relating to building construction, and hereby authorize representatives
of this county to enter upon th love -mentioned proper r i spe ion pur se
D "/ ,0Sign re (Applicant or Agent):,
Application Number 06-00004326
w
- Permit . . WALL/FENCE PERMIT
Additional desc .
Permit -Fee. 72.00 Plan Check
Fee
..00
Issue Date Valuation
4050
Expiration Date 6/20/07-•
Qty Unit Charge Per
Extension
BASE FEE
45.00
3.00 9.0.000 THOU BLDG 2,001-25,000.
27.00
Special Notes and Comments
'162 TOTAL LINEAR FEET/6 -8 MAX HEIGHT
BLOCK WALL TRASH ENCLOSURES-[L/N/O/P/Q],
THIS•PERMIT DOES NOT INCLUDE REFUSE
RECEPTACLE/EXTERIOR STORGE UNIT OR
SOUTH TRASH ENCLOSURE. December 22,
2006'8:57:38 AM AORTEGA
Fee summary Charged Paid. Credited
Due
- - -- ----- - - - - ------ -- -
Permit Fee Total 72.00 .00
- ---
.'00
--- - - - - - -
72.00
Plan Check Total _00 ..00
.00
.00
Grand Total 72.00 .00
.00
72.00
LQPERDIT -
a
Bin# City,of La Quinta
Building 9. Safety Division
Permit # P.O. Box 1504, 78-495 Calle Tampico
La Quinta; CA 92253 - (760) 777-7012
f -Building Permit A0p1.1Cadon and Tracking Sheet
Project . ddress: ^ 0/)Owner's Name: eaq�cr
A.P.;Nurnber:
Address: 77.S
Legal Description:
City, ST, Zip: t9F f Z
Contractor. / �,
�` C �o o ,
Telephone:
5�' rya``
Address: %�
�� �y� , �j�,
Project Description: Gr
City, ST, Zip:l I . / el
Telephoner %6 — —6 1CP _ y
State Lic. # :
City Lic. #:.
,
QG Z
Arch., Engr., Designer:
Address:
; ,R
City., ST, Zip.:.
... ... ._
Telephone:
State Lic. #:
`- -
Construction Type: Occupancy:
Project type (circle one): .New Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft:
# Stories:
# Units: .
Telephone # of Contact Person:
v -j t {
Estimated Value of Project: '
APPLICANT: DO NOT WRITE BELOW THIS LIME
#
Submittal
Req'd
Reed
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
-
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plzn
Plans resubmitted
Mechanical
Grading plan'
god Review, ready for correctionsrissue
Electrical
- _ --
-Subcontaetor gist --
,— — -
---
-Called-Contact Person—
_P3umbingz
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading,
IN HOUSE:-
Review, ready for correctionsrissue
Developer. Impact Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks.x p -pr ' -
Date of permit issue
School Fees
Total Permit Fees
o
6' HIGH ORCO WALL SYSTEM SITE WALL
FOR 70 MPH, N7NDPEXPOSUREC
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CHART FOR 2' TO 4' RETAINING W/ 6' CMU WALL .
FOR 70 MPH EMSURE C WIND COMMON
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'A'
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JAN -31-06. 04:23PM FROM-
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ORCO BLOCK INC,
4510 RUTILE ST.
RIVERSIDE, CA 82509
(951) 685-1521
'Yu
T-210 P-03/08 ' F-477
Ospnr. Date: 10:47AM, 23 NOV 05
Descrlption ;
Rope'
u�.r Kvwoawea, w d,a �.+•,000, Wino Page .1
Cantilevered Retaining Wall Design
�"„�;
C:tdocumems end eet1i11q* nstiisbnv doament
Description ' -
6'-0" W12'-0". retainig
high tract wall, for 70 mph Exp C wind condition
Criteria
--�
Soi�
Footing Strengths & Dime-
ime
Retained Height•
Re
:200 R
Allow Solt Searing 2,000,0 psi
ro R 2,000 - psl ` Fy a 40,000 psi
Wali height above sroA
A 8.00 ft .
Equivalent Fluid Pressure Method
Min. As % 0.0012
Slope Belnirtd Wall .
pe
_
0.00:1
Heel Active Pressure a 35.0
Toe Active Pressure n OA
ft -
Toe Width . ' c .0.50 It
Helght of SoA over Toe
r 4.00 in
Passive Pressure 150:0
Heel a 1.75
Total Footing Width ¢
Soll Density
_
110.00 paf
Water height over heel a 0.0 R
Footing Thlomess _' 1200 In
Foo ingllSotl Friction _ • 0.300 .
Wind on Stem
_ 13.8 psl
Soil height to (qWg
Key. Width a 0.00 in
Kay Depth c 0.00
for passive pressure a. 0.00 In
in
Kay Distance from Toe.
Cover Top = 3.00 In Btm.a 3.00 k1
rS�l�n SUS m8
�
Stem Construction j Top stein
zR4 . .
ToW Suft Load
r 1,088 Ibs
Design height ' ft Q
- OK
2.00
StOm OK...'
`. 0.00.
.:.restrJtant eco
= 7.02 In '
Wall Material Above 1W =
Masonry
Masonry
. ,. SoD Presstue.Q Toe
_ 1,344 psf OK
Thidatess . e '
Rebar Size =
6.�
6 4
800.
a* :4
Sal Pressure Hee!
a. 0 psf OK.
Rebaf Spacing
3200
9200 =
Albwabie 2,000{
Sall Prmwa Less Than Allowable
Rebar Placed at..
Center
Edge. ...
ACI-Faawed @-Toe
a 1,805 psf
Design DaIA
We f fwa - _
0.763
4:659
ACI Factored a Heel.
Q ow,
`
Footing Shear Toe=
6 2 psi OK
Toth Fotoe a Seccon ms ' ..
828
152.8
• Footir>9 Sheat Heel
a 82 psi OK
- Mwiu _
tL...ActLW • U
24 8.4
480.7
Allowable
a 7sA
fVbtiteltt...J111owable :.. ft-.# � ..325.5
W49 Stawmy Ratios
Shear,,..•Achni psi in ' :.
3.1
2,6
8
" 1.901 OK
Shwr..:.J111otkabte pet=
25.8
22.3-
2.3-1-21
1-21OK
Bar Develop ABOVE HL .. In=
2040
2000
' SUd"Calcs ( ft'dCatCoMponenttl$6(Q
Bar taplHc*130-OW Ht In-
••2040
soo.
Lateral Sliding Force
R . 240.3 lbs,
wall wow ' • psf c .
47.0.
less 100% Passive Fame. 133.3 ft
Rebar Depth 'd' In=
2.75
6_5 ._
less 10096 Friction Forte = - MA 1134
masonry Dam
Added Fal+eeReg'd
0.0 .Its OK
fm psf1,500
;1,500
1.5: 1 stahl1k
= 0.0' ft OK'
Fs psi;-
zo,oao
2p,Op0 '
Softd Grouting, -
No
Yes
'LF00ting Desi n ResUits
Special mon
No
.
Modular Ratio Ire. _
25
., .2578
TM -'-.Hfw.t
Shon Tent Fador @
1.939
1.150
Factored Pressure =
1,805. 0 paf
Equfv. $oM Thick. to -
SM
' 740
Upward _
i
346.. 0 ft-#
Masonry Bbclt.Type = . NvnAW Weigtti
Mil : DOvvnw - : >:
58 488 ft•#
Concrete Data
Mu: �gn Q
488 ftp
rc
Actual .1 Way Shear m
6.20 6.23 psi..
Fy psi =
Allow 1 Way Shear .
76.03 m.os psI
aq+etAca4daWa sit e9 a 3 Etrigs
Toe Reinforcing c
Nolle Speed
Too: Nottt3q'd, Mu <S "SFr
Heel Reinforcing ++
None Specd
Heel: Not rqd, Mint SFr
• K,ey ltelnfMing =
None Sped
Key No key deffned
.
-
y
JAN -31-06 04:23PN FROM-
f
T-210 P.04/08 F -47T
ORCO BLOCK INC.
Dsgnr:
Date:• iD:47AM, 23 NOV 05'
4510 RUTILE ST.,
Description:
' +
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RIVERSIDE, CA, 92509
(951) 685-1521
Scope
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User. i:1N-0OOiill yr 6.la, n%k0.1Sw %%V Tl
, Cantifevereii Retaining: Wall. Design
Page z
''-W v f" and aeeM MM HIS document
Description W-0° w/ 2 =0" i'etainig high tract wail for 70. mph Exp C wind condition
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Summa of Overturriin 8� Resistin Forces &Moments
--OVERTURNING:., .
Force Distance-" Moment
--RESISTiNG=.,
Item IbS ft ft�t •
Force Distance ;Moment
Ibs "'
Heel Active Pressure = i57.5 1AO , 157.5
5oll Over Hee!
ft ft -a •
'238.3 1.71,. 407.2
Toe Active Pressure 0,44
i . Sloped SOIL Over Heel "
Surcharge Over Toe' .
Adjacent Footing Coad" �.
Swcharge Over HW =
'
Added Lateral I.aad _
A*cent Footing Looe
Load �" Stem Ahove Soil m . 828 496.8
AAA Dead Coad on Stem a
SoA Over To
0.00•
SeismlcLoad
S _
urdwMe Over Toe
18.3 025 4.8
Total -4 ,. 240.3 O Y.M. = 854.3
Stem weiyht(s)'
� a� Stem Tramsdons a
450.0': O.i6 351.5.
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ReS oag./Overturning Ratio _ '. 190
a ..
Foattnp Weight :
Vertical Loads used for S0Q Pressure = 1 ",088.1 lbs
Key Welght . _
337.5. 1.13
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Verttpl componerd of active pressure used for soli pleasure !
-Val Component
g �. 88.8
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Total=
1,06&1 lbs R.M.= 1,241.7
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