06-4028 (RPL)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 06-00004028
Property Address: 80795 VISTA BONITA TR
APN: 777-040-016- -
Application description:. POOL - RESIDENTIAL
Property Zoning: VERY LOW DENSITY RES
Application valuation: 60000
c&ht 4 4 Q"
Applicant: Architect or Engineer:
pip
Ve
------------------
LICENSED CONTRA1TOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am I' ensed un r pr isions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busines d of Sion Co , and my License is in full force and effect.
License Class: `Ct�5"3 ice No.: 841981
ate: 1 bZ L V ontr ctor.
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, 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 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 contractorls) 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: f
LQPERMIT
Owner:
AVILA JESSE/MARINA
23 CHAMPAGNE CIRCLE
RANCHO MIRAGE, CA 92270
Contractor:
A & R COMPLETE POOL
P.O. BOX 103
LA QUINTA, CA 92247
(760)346-0256
Lic. No.: 841981
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/20/06
SERVICE
?FNOV212006
CITY OF LA QUINTA
----- FINANCE.9E1'-----
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.
R-1 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 0030251W2006
1 certify that, in the performance of the work for -hi
ch this per is issued, I shall not employ any
person in any manner so as to become subject o the work compensation laws of California,
and agree thpClf I shout co a subj t to a workers' ompensa[ion provisions of Section
3700 oft Labor ode I h fo hw h c pl ith se provisions.
ate:) A cant:
WARNING: FAILURE TOS WOERS' 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 issuance of such permit, or cessation of work, or 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is orrect. I a ee o comply with all
city and county ordinances ands to laws relatir�q to building g�struction, an here- ori representatives
of tys county to enter upon t above -mention d property f i sp tion pur ses.
(Applicant or
Application Number . . . . . 06-00004028
Permit . . . BLDG POOL PERMIT
Additional desc .
Permit Fee . . . . 459.50 Plan Check Fee 298.68
Issue Date . . . . Valuation . . . . 60000
Expiration Date . . 5/19/07
Qty Unit Charge Per Extension
BASE FEE 414.50
10.00 4.5000 THOU BLDG 5Q,001-inn;nnn 15.00
��--------------------------------------------------------------------------
Permit . . . MECH POOL
Additional desc .
Permit Fee . . . . 26.00 Plan Check Fee 6.50
Issue Date . . . . Valuation . . . . 0
Expiration. Date 5/19/07
Qty Unit Charge Per Extension
BASE FEE 15.00
1.00 11.0000 EA MECH FURNACE >100K 11.00
----------------------------------------------------------------------------
Permit . . . ELEC POOL PERMIT -RES
Additional desc .
Permit Fee . . . . 45.00 Plan Check Fee 11.25
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 5/19/07
Qty Unit Charge Per Extension
BASE FEE 15.00
1.00 30.0000 EA ELEC PRIVATE SWIMMING POOL 30.00
----------------------------------------------------------------------------
Permit . . . PLUMBING
Additional desc .
Permit Fee . . . . 39.00 Plan Check Fee 9.75
Issue Date Valuation 0
Expiration Date 5/19/07
Qty Unit Charge Per Extension
BASE FEE 15.00
3.00 6.0000 EA PLB FIXTURE 18.00
1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00
1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00
----------------------------------------------------------------------------
Special Notes and Comments
POOL/SPA, WATER FEATURE WITH BASIN.SPA
LQPERMIT
Application Number
06-00004028
------------------------=----------------------
Special Notes and Comments
--------------
---------------
TO BE 1' FROM RETAINING WALL, PER
APPROVED ENGINEERING. ALARMS/BARRIERS
SHALL BE IN PLACE AT PRE -PLASTER
INSPECTION. EQUIPMENT ENCLOSURE NOT
INCLUDED
Fee summary Charged Paid
Credited
Due
Perudc N'Se '1,6tai 565.56 .00
.00
569.50
Plan Check Total 326.18 .00
.00
326.18
Grand Total 895.68 .00
.00
895.68
LQPERHIIT
�-✓s l�- �esoQJA,vc�
d
—$ lo, -R Y, H r� �,-�
s
3
CALCULA TIONS
METHODOLOGY: RETAINING WALL SURCHARGE, E.F.P. = 45 P.C.F.
(SURCHARGE LOADING BASED ON RESULTS FOR 'X'= 1'-0" W/ NO RAISED BOND BEAM
BOUSSINESQ METHOD, MODIFIED BY
TERZAGI FOR TYPICAL BUILDING/FOOTING,
1,000 P.S.F. BEARING PRESSURE).
I = EQUIVALENT FLUID PRESSURE
OTM = 1/6 y H3 + E C (P)(r)
WHERE y = 45 p.c.f. AND
P, = 1/2(a, + Q,_, )(6 in)
r, = vertical dist. from F to z depth.
NET MOM = OTM - RESISTING MOMENT
fs = M(12 in/ft) = Mt (12)
DEPTH
D'
SOILLOAD
OTM
ft-#
OTM
ft-#
SOIL
RM
ft-#
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i.
fc
p.s.i.
10C
P.S.I.
2'-6'
117
277
88
385
6"
#3 0 12"
16164
444
19.8
3'-0'
203
531
97
765
6"
#3 0 6"
16523
679
26.1
4'-0"
480
1235
130
1793
7%*
#3 0 4"
16826
682
24.0
5'-0"
938
2131
253
3010
8%-
#3 0 3"
17264
734
24.6
6'-0"
1620
3158
535
4282
9"
add 2 #4
19975
876
27.5
7'-0'
2573
4274
1104
5743
10'
odd 3 #4
16560
804
27.8
8'-6"
4606
6061
1 5034
5633 1
10}x"
5" #3 0 3"
15066
700
32.8
As j d As (0.887) d
DIAGRAM:
1
fc = M(2) 12 in/ft
RESISTING
MOMENT:
i x
f
j k b d2
RESISTING MOMENT ABOUT POINT A
Mt (2)(12)
RM = W, d + W2 d2 + ... Wed, o
__
(0.887)(0.339)(12) 72 < 900 psi
w'
_ Q� 1.28 men 1
6h
((m2+n2)2
(1/2) y H2
w b
2
W. = wt.
I_
(12 in/ft) j d
2
1
d3
of segment.
_ 2
< 49 psi
(2)(12)(0.887) d
w 3
W4
d4
2'-0"
is = 2,000 p.s.i.
w s
ds
3" #3 0 6"
Fs = 20,000 p.s.i.
fc = 0.45 f'c = 900 p.s.i.
w
d
A
1% MAX. LOADING
DIAGRAM:
1
Q� - RESULTANT FROM
Q�
TYPICAL WALL
i x
f
Q L - 2642 PLF
2'-6' MAX.
R.B.B.
m -H n=H
w
FORm>0.4
2'-6' MAX.
R.B.B.
_ Q� 1.28 men 1
6h
((m2+n2)2
H
H J
x
VERTICAL
C STEEL
VERTICAL
C STEEL
FOR m S 0.4
3" #3 0 12"
QL / .203 n \
�h
3" #3 0 12"
__
H l .t6+n2)2 1
Vc = 1.1 r c = 49y = 45 P.C.F. (T = LATERAL LOAD ON POOL WALL
p.s.i. SOIL h FROM RET. WALL SURCHARGE
TABLE 400
2'-6" MAX. RAISED BOND BEAM
THIS DETAIL IS NOT
NEEDED WHEN 'd' IS
GREATER THAN 'H'.
�Ju
AINJ;1111;1�ffllul "ilz 1� 11
WHEN _ ...-
ADD (2) #4 BARS
PER FOOT.
EVENLY SPACED.
UP TO 1 1/2:1 SLOPE or FLAT BACKFILL
_ _ J
NOTE: THIS DETAIL IS
NOT SUITABLE FOR USE
'X'= 1'-0' to 2'-11"
'X'= 3'-0' to 4'-11'
'X'= 5'-0' to 6'-11"
'X'= 7'-0" do OVER
TOTAL
HEIGHT
2'-6" MAX.
R.B.B.
REQ'D
TRANS.
2'-6' MAX.
R.B.B.
REQ'D
TRANS.
2'-6' MAX.
R.B.B.
REQ'D
TRANS.
2'-6' MAX.
R.B.B.
REQ'D
TRANS.
H
VERTICAL
C STEEL
VERTICAL
C STEEL
VERTICAL
C STEEL
VERTICAL
C STEEL
0 to 1'6"
3" #3 0 12"
2'-0"
3" #3 0 12"
2'-0"
3" #3 0 12"
2'-0"
3" #3 0 12"
2'-0"
2'-0"
3" #3 0 6"
2'-0"
3"
2'-0"
3'
2'-0'
3'
2'-0'
2'-6"
3"
2'-0"
3" #3 0 6"
2'-0"
3" "
2'-0'
3"
2'-0'
3'-0'
3' #3 04-
2'-0'
3'
2'-0'
3" #3 06-
2'-0"
3" #3 06-
2'-0-
3'-6-
4"
2'-0"
3" #3 0 4"
2'-0"
4"
2'-0'
3"
2'-0"
4'-0'
5' #3 0 3'
2'-0'
4'
2'-0'
4' #3 0 4"
2'-0"
3' #3 0 4"
2'-0-
4'-6-
536"
2'-8'
5" #3 0 3"
2'-0"
4%-
2'-0"
3W
2'-0"
5'-0"
5%'
3'-3"
5%'
2'-6"
4%"
2'-0"
3%" "
2'-0"
5'-6"
6%" add 2 14
3'-9"
5%" add 2 14
3'-2"
5%" #3 0 3"
2'-4"
4%" #3 0 3"
2'-0"
6'-0"
7%'
4'-2"
6%'
3'-8'
6%'
2'-10
5%"
2'-5-
6'-6w
7%- N,
4'-6"
7"
4'-0"
6%" add 2 14
3'-4"
5%" add 2 14
2'-11"
7'-0"
8)6"
4'-9"
8" add 3 14
4'-5"
7%"
3'-9"
6)6'
3'-5-
7'-6*
9%* add 3 14
4'-8"
9"
4'-4"
8"
3'-9"
6Yz' add 3 14
3'-6"
8'-0"
10%-
4'-6'
9'
4'-5"
9" add 314
3'-9"
7%"
3'-6-
8'-6-
10%-
4'-5"
9"
4'-5"
10"
3'-9"
7%'
3'-8-
9--0-
10%w
4'-5"
9%'
4'-6"
10"
3'-9'
7%'
3'-10"
9'-6"
10%w
4'-4"
10)x"
4'-6"
10"
3'-10'
8%-
3'-10'
10'-0"
11%-
4'-3"
11%"
4'-5"
10"
3'-11'
9"
3'-11"
10'-6"
12" N,4'-3"
12"
4'-5"
1O%w
3'-11"
9%w
3'-11"
11'-0"
12"
4'-2'
12"
4'-5"
10%"
4'-0"
9%'
4'-2"
UP TO 1 1/2:1 SLOPE or FLAT BACKFILL
_ _ J
NOTE: THIS DETAIL IS
NOT SUITABLE FOR USE
'X'= 1'-0' to 2'-11"
'X'= 3'-0' to 4'-11"
'X'= 5'-0" to 6'-11"
.X.
WITH INVERTED FOOTING
NO RAISED
BOND BEAM
REQ'D
TRANS.
'
REQ'D
TRANS.
RETAINING WALLS (NO TOE).
REQ'D
TRANS.
NO RAISED
BOND BEAM
_
D
I
VERTICAL
C STEEL
o
z
0 to 1'6"
3" #3 0 12"
2'-0'
70
z
�
3" #3 0 12"
2'-0"
3" #3 0 12'
2'-0-
Cc
3' #3 0 6"
RETAINING WALL BY OTHERS
3"
2'-0"
3"
2'-0"
OR EXISTING RETAINING WALL
2'-0"
2'-6'
3'
2'-0'
POOL TO BE TIED
W/ 13 BARS 0
12" O.C. VERT.
do HORIZONTAL
THROUGHOUT.
�. SPECIFIED
ADD (3) #4 BARS
PER FOOT.
EVENLY SPACED.
VERTICAL STEEL
SEE TABLE 400.
(EXPANSIVE SOIL)
STANDARD BOND BEAM -->F-
MAY
->rMAY BE PLACED 0 TOP l
OF WALL or 0 WATERLINE \
UNDISTURBED SOIL
1000 PSF MIN.
BEARING VALUE
'C' CONCRETE COVER TO
BE CHANGED UNIFORMLY.
SEE TABLE 400.
VERTICAL STEEL
SEE TABLE 400.
RETAINING WALL SHALL NOT BEAR AGAINST POOL WALL
PROVIDE NECESSARY EXPANSION JOINT.
COPING.
BOND BEAM PER STANDARD POOL TOP OF BOND BEAM
STRUCTURAL PLAN, DTL #1 do #12. (WALL W/ R.B.B.).
�— HORIZONTAL STEEL
13 BARS 0 12' O.C.
TYP. THROUGHOUT.
TOP OF BOND BEAM
(STANDARD WALL).
X
WATER UNE
� N
TABLE 400
NO RAISED BOND BEAM
V OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL do
GUNITE THICKNESS AT INDICATED 'DOR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #4)
HORIZONTAL STEEL
#3 BARS 0 12' O.C.
TYP. THROUGHOUT.
SEE
TABLE 400
TRANSITION WALL
TO FLOOR STEEL do THICKNESS
0
0 0
N
0
ui •`6 <o
> c r- o
0 � 00
- M
m
e�•-
L � v
U � �
�Z'�Iv m
c
O O C ccL
af - Q LL a
'X'= 1'-0' to 2'-11"
'X'= 3'-0' to 4'-11"
'X'= 5'-0" to 6'-11"
'X= 7'-0" do OVER
POOL
DEPTH
NO RAISED
BOND BEAM
REQ'D
TRANS.
NO RAISED
BOND BEAM
REQ'D
TRANS.
NO RAISED
BOND BEAM
REQ'D
TRANS.
NO RAISED
BOND BEAM
REQ'D
TRANS.
D
VERTICAL
C STEEL
VERTICAL
C STEEL
VERTICAL
C STEEL
VERTICAL
C STEEL
0 to 1'6"
3" #3 0 12"
2'-0'
3" #3 0 12"
2'-0"
3" #3 0 12"
2'-0"
3" #3 0 12'
2'-0-
2'-0-
3' #3 0 6"
2'-0"
3"
2'-0"
3"
2'-0"
3"
2'-0"
2'-6'
3'
2'-0'
3" #3 0 6"
2'-0'
3" #3 0 6"
2'-0"
3'
2'-0"
3'-0"
3" #3 0 4"
2'-0"
3'
2'-0"
3"
2'-0"
3" #3 0 6"
2'-0-
3'-6-
4"
2'-0"
3" #3 0 4"
2'-0'
3" #3 0 4"
2'-0"
3"
2'-0"
4'-0'
4%- #3 0 3"
2'-2'
4"
2'-0"
3"
2'-0"
3" #3 0 4"
2'-0-
4'-6-
5%-
2'-9'
4' #3 0 3"
2'-0"
3%" #3 0 3"
2'-0"
3%"
2'-0'
5'-0"
5%" add 2 14
2'-11"
5' "
2'-3'
4"
2'-0"
3%" #3 0 3"
2'-0-
5'-6-
6"
3'-2"
5" add 2 /4
2'-6"
4%'
2'-0"
4'
2'-0"
6'-0"
6" add 3 14
3'-3"
6"
2'-8"
5" add 2 14
2'-0"
4%"
2'-0-
6'-6-
6%'
3'-4"
6'
2'-10
5%-
2'-2"
5" add 2 14
2'-0"
7'-0'
6%'
3'-4"
7" add 3 14
2'-11"
5%"
2'-4'
5%'
2'-0"
7'-6"
7'
3'_5.
7%'
3'-0"
6%'
2'-5"
5%'
2,-0.
8'-0'
7" '
3'-6"
7%-
3'-2'
7"
2'-8"
5%'
2'-2"
8'-6" I
7"• T
3'-8'
7%-
3'-3"
7" 1
2'-9"
5%"
2--4-
HORIZONTAL STEEL
#3 BARS 0 12' O.C.
TYP. THROUGHOUT.
SEE
TABLE 400
TRANSITION WALL
TO FLOOR STEEL do THICKNESS
0
0 0
N
0
ui •`6 <o
> c r- o
0 � 00
- M
m
e�•-
L � v
U � �
�Z'�Iv m
c
O O C ccL
af - Q LL a
�pFES ! q�
Q�
i
CO
z
C=�
o
za z Of
O 0
m
ZZ U U
0
I
W
Ln
W z M
Z
a
_
o En
HORIZONTAL STEEL
#3 BARS 0 12' O.C.
TYP. THROUGHOUT.
SEE
TABLE 400
TRANSITION WALL
TO FLOOR STEEL do THICKNESS
0
0 0
N
0
ui •`6 <o
> c r- o
0 � 00
- M
m
e�•-
L � v
U � �
�Z'�Iv m
c
O O C ccL
af - Q LL a
�pFES ! q�
1z ;z
0
ti a
z
za z Of
O 0
ZZ U U
0
E -30-
W z M
Z
o En
NE wJ
CIV
�Od
F
zw ma
o?
o
?Q oQ
Q J z
z0 ,rJ(n
DATE: 07/06/06
n rn o =
a N
CALCS BY: A.C.
3
CHECKED BY: R.L.L.
RETAINING WALL SURCHARGE
a`
UPSLOPE OR LEVEL BACKFILL
H
MAX. FOOTING BEARING PRESS. = 1,000 P.S.F.
m
EXPANSIVE SOIL
IN
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
DETAIL #400
I
Bin #
City of La QuintaBuilding U 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:' 7g6- V,sfpN •
Owner's Name: Jes5e- J� !�
A. P. Number:
Address: 86 '79 c� r
Legal Description: Ld•- 11,
City, ST, Zip: u I a ha_ �% q7 2a5 3
Contractor: e
Telephone:
Project Description:
Address: w
City, ST, Zip: /
-S &I n 64 A
Telephone: U a -0 76 a--
W 4h+ 3i� it i-�fl 1
State Lic. # :
City Lic. #: (9f LI)
rJ
4- 5 i' i t S ,
Arch., Engr., Designer:
WAA1 S & Sp2i ja_L,2_gin eP✓!r�'
V
Address:
SIDCs I'
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: Roy Ua 1Cl l°'Z
Construction Type: I'C0� •-5 Occupancy:
Project type (circle one): 6e7D Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: '7 - 7"2-7
Estimated Value of Project: 1QQ (7DD
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Ree'd
TRACIONNG
PERMTT 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 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'^' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Caliep CpotactP, arson
A.I.P.P.
Pub. Wks. APpr
Date bfr 't issue .•,r LA Q U ii
ilZ'
School Fees
�� ,
r � U� ' t Y
i N,
;t <`
Total Permit Fees