06-4253 (BLCK)P.O� BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
%�66-00004253 --------___.___
Property Address:
53760 VI-A—PALACIO
APN:
772-560-052- - --- y'
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
2750
Applicant:
Architect or Engineer:
------------------
LICENSED CONTRACTOR'S DECLARATION
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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 Code, and my License is in full force and effect.
License Class: B -C8 License No.: 156102
�2-iy'Lco
Date:' Contractor. -
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury 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 asigned statement that he or sheds 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 ProfessionsCode) 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, 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 LicenseLawdoes 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 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 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:
LQPERMIT
Owner:
BUTCH LINDSAY/LINDA TENNEY
53760 VIA PALACIO
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/12/06
Contractor:
r[myV
REESE GENERAL CONTR, KE
80209 AVENUE 50
LA QUINTA, CA 922530006
760) 564-4599 LLic. No.: 156102
LA QUINTA
------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
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 3760 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 .1542671-2006
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 Code_, I shall forthwith comply with those provisions.
Date: -`lam -1 �pticarit:`�- ,t
WARNING: FAILURETO SECUR CORK RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMI 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 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
`I of this county to enter upon the above-mentionedfkroperty for inspectigD purposes.
Application Number 06-00004253
.
Permit WALL/FENCE PERMIT
Additional desc .
Permit -Fee' " 54.00
Plan Check
Fee
00 ;
Issue Date
Valuation
2750,"
Expiration Date .6/10/07-
6/10/07Qty
QtyUnit Charge Per -
Extension
BASE
FEE
45.00
1.00 '9.0000 THOU BLDG
2,001-25,000
9.00
-----------------------------------------------------
Special Notes and Comments
"
. 110L.F X.6' CITY STANDARD WALL.
COURTESY CHECK 130L.F X 31 -GARDEN
WALL,
150L.F X 2' RETAINING WALL, 50L.F
X 3'-.
RETAINING WALL.
Fee summary Charged-
Paid. Credited
Due
Permit Fee.Total 54.00
.00
00
54.00
Plan Check Total .001.
00
.00
.00
Grand Total 54.00"
.00
.00
54.00
LQPERbIIT.: - -
_
J• .. . • f - • Fes.
Bin #
,
City of to Quinta
Building ex Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA.922.53 - (760) 7,77-7012
0 Building• Permit Application and Tracking Sheet . ,
Permit # I (n
111
Project Address:' "j 3 • U RJ X -L e__
Owner's Name:I� 'FCS. I_
w �Y�wS[ •-L.v.GtN TE hy..g•
A. P. Number: 76 U
Address:
Legal Description:
Contractor: K 2 c, ... S T
Address: R3 v '��� pi v� e: S G "
City, ST, Zip:-.
Telephone: '
Project Description: Q
L�
City, ST, Zip: v.... C G 15'�
Telephoner (v H . • Lkl;e%ci'
City Lic. #:
n(�
t'rv�'.
State Lic. # :
p 3 -JL`
Arch., Engr., Designer:
Address:
City, ST, Zip:
+ 1�
Telephone: \
State Lic. #:
Name of Contact Person:
Construction Type: Occupancy:
Project type (circle one): New • Add'n ' Alter Repair Demo
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
'Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS'LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.,
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans ' icked u
P P ,
_
Construction
Flood plain plan
Plans resubmitted
Mechanical i '
Grading. plan'
2°" Review, ready for corrections/issue
Electrical
`
Subcoutactor List
%
Called Contact Person i
Plumbing
°
Grant Deed
Plans picked up •
S.M.I.
H.O.A. Approval
Plans resubmitted "
Grading
IN HOUSE:-
Review, ready for. co rrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person +.
A.I.P.P.
Pub. Wks. Appr
Date of permit issue..
School Fees
Total Permit Fees
CITY OF LA QUINTA.
BUILDING AND SAFETY DEPARTMENT
RETAINING WALL STANDARD.
RETAINING WALL SPECIFICATIONS
ALL WALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY TABLE NO.2FA—✓MORTAR PROVOR710NS FOR UNIT MASONRY
WORKMANSHIP IN ACCORDANCE. WITH THE 1991 U.B.C., AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE - f' c=2000 PSI AT 28 DAYS PER ASIM C150
2. MASONRY -.T m=,1500 PSI GRADE IN PER ASTM C150
3. GROUT r 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-B
4. MORTAR - 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB
ASTM C2.70
5. REINFORCING - DEFORMED BARS CONFORMING TO ASTM, A615
GRADE 40. STEEL LAPS SHALL BE 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24".
VERTICAL STEEL SHALL BE HELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTING. STEEL
PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANGES
IN BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
THE PLANS. !wheo plastic ce,ncnt is used in lieu of portlend cement, hydrated Ilmi a puny my held but not in e— of one tenth of the wino! amens
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND ,mn nTycementconfamogtod mgoim,m"of U.B.C.St lord No.24-16.
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90% shtoroTmnemcaofamingtothe reyuiiEmensofU.B.C.steoaacdNo. 24-I9.
RELATIVE COMPACTION.
_. 7. DRAINAGE SHALL BE ACCOMPLISHED BY PLACING A 3" DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 1/2" PEA GRAVEL, AT LEAST 8" OVER THE TOP OF THE }7
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION. u)NaaccNR*
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST i
1 % GRADE.
8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT. r 11�
9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING IS I
PERFORMED IN MORE THAN ONE LIFT. STOP THE INTERMEDIATE vvJ111 I ;
GROUT LIFT 1-1'2" BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
`T
10. BACKFILLING SHALL NOT. OCCUR'UNTIL AT LEAST 14 DAYS AFTER
GROUTING IS COMPLETE. !p �+ �nGhjtJ d-t-fHY''T+I f Ss�Oejr-
1 1. GROUT ALL CELLS SOLID.
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PROPORTIONS By VOLUME
(CEMENTrnous MATEAMM
•
AQOREOATE
PORIIAND
NTORATEO
MEASURED
'
CEMUROR
Sa,�0
YA90MM CEYENTa
WOMAN CEYEIT
LME on
UME
MA DAMP
LOOSE
Y
E
N
Y
E
M
MORTAR
Tv"
CEMENT,
PUTTt,
CONCRION
Curcnt•lime
' M
I
—
—
—
—
—
—
'/•
s
I
N
1
—
—
—
—
—
—
ova V, to 1,d
Nle., then 24.
a
O
I
—
—
—
—
—
—
ova Va To
and not mac than
272
) time. the wm:
Mone. ccmeM
M
I
of the separate
wlwncs of
oementitious
mucrials:
N
I
Masonry «mem
M
1—
S
4,—
s—
N—
O
1
THE PLANS. !wheo plastic ce,ncnt is used in lieu of portlend cement, hydrated Ilmi a puny my held but not in e— of one tenth of the wino! amens
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND ,mn nTycementconfamogtod mgoim,m"of U.B.C.St lord No.24-16.
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90% shtoroTmnemcaofamingtothe reyuiiEmensofU.B.C.steoaacdNo. 24-I9.
RELATIVE COMPACTION.
_. 7. DRAINAGE SHALL BE ACCOMPLISHED BY PLACING A 3" DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 1/2" PEA GRAVEL, AT LEAST 8" OVER THE TOP OF THE }7
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION. u)NaaccNR*
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST i
1 % GRADE.
8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT. r 11�
9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING IS I
PERFORMED IN MORE THAN ONE LIFT. STOP THE INTERMEDIATE vvJ111 I ;
GROUT LIFT 1-1'2" BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
`T
10. BACKFILLING SHALL NOT. OCCUR'UNTIL AT LEAST 14 DAYS AFTER
GROUTING IS COMPLETE. !p �+ �nGhjtJ d-t-fHY''T+I f Ss�Oejr-
1 1. GROUT ALL CELLS SOLID.
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CITY OF
LA.. QUINTA r
BUILDING AND SAFETY -DEPARTMENT'
4
GARDEN WALL STANDARD
1 6' C.M.U.
e
ti
fm=' 1350psi. Fy= 40000psi
%4 0''24' Vert 0 CL
/4 ® 32" Horiz.
Co
t
0
�—
ALTERNATE
r 3CLEAR
BENDS
7
N4 HORIZ. AS SHOWN T
? 6-
.6- C.M.U.
°
f'm= 1350psi, Fy= 40000psi
N4 O 24' Vert 0 CL
/4 O 32' Horiz
GARDEN WALL
v t
Scale: 3/8' -.1'-07
6' C.M.U.
„ f m- 1350psi. Fy= 40000psi ,
3' CLEAR
_ M4. O 24' Vert O CL
/4 0 ' 32Horiz
'
d4 HORIZ. AS SHOWN
r
.. y
OPTIONAL
10-11/16-
30'LAP
a
s' GARDEN, WALL . °
Scale: 3/8'
ALTERNATE
3" CLEAR T1
BENDS
�I
#4 HORIZ. AS SHOWN I
t
6" C.M.U.
-0"
1'mt 135Opsi, Fy= 40000psi
. -
•
#4 ® 24' Vert 0 EL
d4 6 32" Moriz
' GARDEN WALL
l
o
Scale: 3/8 - X-0'
-
_
OPTIONAL
6' C.M.U.
{
30'LAP
f'm= 1350psi, Fy= 40000psi -Xy
r
e-
'N4 0 24' Vert 0 CL
•'3'
• #4 O 32 Horiz
CLEAR`T
.
p4 HORIZ. AS SHOWN 'T
r
C
6 _ ;
6'
-
{
I
°
OPTIONAL
,o-rt/,6'
30'LAP
(P GARDEN WALL
Scole: 3/8'
ALTERNATE '
t 3" CLEAR T.
BENDS
14 HORIZ. AS SHOWN I
i,
'. GARDEN ..WALL
;
Scale: 3/8"