05-1690 (BLCK)P.O. Box 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
ORNIA 92253
LA QUINTA, CALIF T4 1444
INSPECTIONS (760) 777-7153
BUILDING & SAFETY DEPARTMENT
Application Number:
Date: 03--07-06-
Applicant:
Applicant's Mailing Address:
Architect or Engineer:
Architect or Engineer's Address:
Lic. No.:
BUILDING PERMIT DECLARATIONS
' 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
Code, and my License is in full force and effect.
License Class License No.
Date Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for thelollowing 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 Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business
and Professions Code) of 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 or 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.).
U 1. 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 imphoves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to -
the Contractors' State License Law.).
U I aim exempt under Sec. _, BA P.C. for this reason
bate 5
Zdzo
WORKERS'COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following ceclarations:
— 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 Policy Number
_)IL I certify that, in the performance &f —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 Applicant ::2�
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 ($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.
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
Lendees 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 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, indemnity 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 o*r 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 of this county to enter upon the above-mentioned property for inspection purposes.
Date ISIRA 3 Signature (Applicant or Agent):
--------------------------------- 7 ----------------------------------------
Application Number . . . . . 05-00001690
-----------------------------------------------------------------------------
Permit
Additional desc
Permit -Fee . . . .
Idsue Date . . . .
Expiration Date . .
WALL/FENCE PERMIT "
72.00 Plan Check Fee . . .00
Valuation . . . . 4425
10/30/05
Qty Unit Charge Per
Extension
BASE
FEE
45.00
3.00 9.0000 THOU BLDG
2,00.1-25,000
27.00
------------- ---------------------------------------------------------------
Special Notes and Comments
56 LF COMBO 11 RETAINING WALL WITH
61.
GARDEN WALL ALONG SIDE P/L & 51
LF 61
GARDEN WALL ALONG REAR P/L & 70
LF 61
GARDEN WALL ALONG REMAINING.SIDE
P/L..
ALL WALLS PER CITY STANDARD.
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
PIC. '.0. Ile -
TY C.
:CITY OFLA QUINTA
BMDING & SAFETY DEPT.
tv a iru
APPROVED -
IV I
FOR C09N cmN
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CITY OF LA QUINTA,
BUILDING AND SAFETY DEPARTMENT
COMBINATION RETAINING/G ARDEN WALL
U.S.C. Alwilmolft. J&19..
RETAINING WALL SPECIFICATIONS
- *LL WALLS SMALL Of CONSTRUCTED 'OF THE MGMEST OUALfTY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.S.C.. AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE f'c -2000 PSI AT 28 DAYS PER ASIM CISO
2. MASONRY r m- ISOOPSI GRADE IN PER ASTUCISO
3. GROUT 2000 PSI AT 28 DAYS PER U.B.C. TABLI 24-0
4. MORTAR 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB
ASTM C270
S. REINFORCING - DEFORMED BARS CONFORMING TO ASTM. AGIS
GRADE 40. STEEL LAPS SMALL BE 40 BAN DIAMETERS ON MORE.
BEND HORIZONTAL BARS AROUND CORNERS A M&NMUMI OF 24-.
VERTICAL STEEL SMALL BE MELD IN PLACE BY W11RE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTMG. STIn
PLACEMENT IS CRITICAL AT THE B"I OF WALLS AND AT CHMOES
IN ISLOCK SIZE. ADHERE STRICTLY TO THE O*AEkSIONS SHOWN ON
THE PLANS.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A IWINIIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SMALL BE ACCOMPLISHED BY PLAQNG A 3' DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH I CUSIC FOOT PER LINEAL
FOOT OF 112' PEA GRAVEL. AT LEAST 8' OVER THE TOP OF THE
PIK. EXIT THE ORAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. IMAIINTAIN AT LEAST
11% GRADE.
B. PROVIDE VERTICAL EXPANSION JOINTS PER OETAIL HEREON SPACE
BE'TWEEN 60 FT. AND 200 FT. APART. PLACE EXPANWN JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT.
9. GROUT LIFT SMALL NOT EXCEED 6 Fr. WHEN GROUTING IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE IINTERMEDIATE
GROUT LIFT I - 1'2' BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SMALL NOT OCCUR UUM AT LEAST 14 DAYSAFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
4924%H01111 TYP
G QAU. fic CMIJ.
COMBINATION RETAINING - GARDEN PROPERTY UNE WALLS
RETAINING HEIGHT 0' - 8*
TYPE - I I
I
I
1
1
2
TOW height 2'-S' 3* -4'
4* -0*
4*.&*
V-4-
6'.0-
6--g-
Garden height 2%0' 2A'
3* -A*
4* -0*
4'.$*
5'.4' '
6'.0*
Fming width 2%8" 2*-$*
2'.8'
2'.&*
2%8'
2* -8..
2*-$"
A BAR &032* 84032'
04032* 04032- "32- 04032-
comm -ft -
a BAR - -
04032*
C BAR. - -
84016*
RIETAINM HEIGHT I' - 4*
TYPE I I
I
1
1
2
3
TOW height 3'-4' 4* -0*
W-8*
5'-4*
6'-0*
6* -S'
7' -4 -
Garden height 2 - %0' 2* -S*
=0 -0=
4%0'
4*.S*
5* -41
6-.0-
Fmung width 2'-S* 2A*
2%l*
2A*
2'.8-
2-.1-
-2-.8-
A BAR N032- 04032-
84032- 04032- 04032- -
-
8 BAR
04032*
04032*
C BAR
"16*
D BAR
"016-
RETAINMG HEIGHT 2%4*
TYPE . I I
1
1
2
3
.01
TOW height 4'-0* 4*-&*
3--4-
6'.0-
6-4-
7'.4*
3*.0*
Garden height 2'.0' 2A'
3'-4*
4'.0*
4*41
3-.4-
6-.0-
Faming width 3%0' 3A*
3%0'
3%01
)'-0*
V-0-
3'.0-
A BAR 04032* 04032*
04032* 84032- -
-
-
9 BAR - -
-
-
"032'
04032*
04032'
C BAR - -
-
-
04016'-
-
D BAR - -
"016'
#4016'
MAVQNG HEIGHT 2*.4*
T
1
2
3
3
1
Td�U hcIll"t 4'-S* V-4-
W-0-
6-4-
r-4-
$'.o-
g%j,
Garden height 2'-0* 2A'
3*.4*
4'.01
4%g-
5,.4-
6-.0-
Facoting width 3* -4' 3* -4'
V-4-
3-4-
Y-4-
3'.4-
3'.4-
A BAR ^032* 04032*
"32*
--
IL
-
L_
8 BAR - -
-
04032*
04032*
04022*
"32*
C BAR - -
-
04016* -
-
-
0 BAR - -
-
-
"016*
"016'04016*
RnAMING DWIGHT 3 -4 -
U.S.C. Alwilmolft. J&19..
RETAINING WALL SPECIFICATIONS
- *LL WALLS SMALL Of CONSTRUCTED 'OF THE MGMEST OUALfTY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.S.C.. AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE f'c -2000 PSI AT 28 DAYS PER ASIM CISO
2. MASONRY r m- ISOOPSI GRADE IN PER ASTUCISO
3. GROUT 2000 PSI AT 28 DAYS PER U.B.C. TABLI 24-0
4. MORTAR 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB
ASTM C270
S. REINFORCING - DEFORMED BARS CONFORMING TO ASTM. AGIS
GRADE 40. STEEL LAPS SMALL BE 40 BAN DIAMETERS ON MORE.
BEND HORIZONTAL BARS AROUND CORNERS A M&NMUMI OF 24-.
VERTICAL STEEL SMALL BE MELD IN PLACE BY W11RE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTMG. STIn
PLACEMENT IS CRITICAL AT THE B"I OF WALLS AND AT CHMOES
IN ISLOCK SIZE. ADHERE STRICTLY TO THE O*AEkSIONS SHOWN ON
THE PLANS.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A IWINIIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SMALL BE ACCOMPLISHED BY PLAQNG A 3' DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH I CUSIC FOOT PER LINEAL
FOOT OF 112' PEA GRAVEL. AT LEAST 8' OVER THE TOP OF THE
PIK. EXIT THE ORAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. IMAIINTAIN AT LEAST
11% GRADE.
B. PROVIDE VERTICAL EXPANSION JOINTS PER OETAIL HEREON SPACE
BE'TWEEN 60 FT. AND 200 FT. APART. PLACE EXPANWN JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT.
9. GROUT LIFT SMALL NOT EXCEED 6 Fr. WHEN GROUTING IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE IINTERMEDIATE
GROUT LIFT I - 1'2' BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SMALL NOT OCCUR UUM AT LEAST 14 DAYSAFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
4924%H01111 TYP
G QAU. fic CMIJ.
COMBINATION RETAINING - GARDEN PROPERTY UNE WALLS
RETAINING HEIGHT 0' - 8*
TYPE - I I
I
I
1
1
2
TOW height 2'-S' 3* -4'
4* -0*
4*.&*
V-4-
6'.0-
6--g-
Garden height 2%0' 2A'
3* -A*
4* -0*
4'.$*
5'.4' '
6'.0*
Fming width 2%8" 2*-$*
2'.8'
2'.&*
2%8'
2* -8..
2*-$"
A BAR &032* 84032'
04032* 04032- "32- 04032-
-
a BAR - -
04032*
C BAR. - -
84016*
RIETAINM HEIGHT I' - 4*
TYPE I I
I
1
1
2
3
TOW height 3'-4' 4* -0*
W-8*
5'-4*
6'-0*
6* -S'
7' -4 -
Garden height 2 - %0' 2* -S*
3* -4*
4%0'
4*.S*
5* -41
6-.0-
Fmung width 2'-S* 2A*
2%l*
2A*
2'.8-
2-.1-
-2-.8-
A BAR N032- 04032-
84032- 04032- 04032- -
-
8 BAR
04032*
04032*
C BAR
"16*
D BAR
"016-
RETAINMG HEIGHT 2%4*
TYPE . I I
1
1
2
3
3
TOW height 4'-0* 4*-&*
3--4-
6'.0-
6-4-
7'.4*
3*.0*
Garden height 2'.0' 2A'
3'-4*
4'.0*
4*41
3-.4-
6-.0-
Faming width 3%0' 3A*
3%0'
3%01
)'-0*
V-0-
3'.0-
A BAR 04032* 04032*
04032* 84032- -
-
-
9 BAR - -
-
-
"032'
04032*
04032'
C BAR - -
-
-
04016'-
-
D BAR - -
"016'
#4016'
MAVQNG HEIGHT 2*.4*
TYPE I 1
1
2
3
3
1
Td�U hcIll"t 4'-S* V-4-
W-0-
6-4-
r-4-
$'.o-
g%j,
Garden height 2'-0* 2A'
3*.4*
4'.01
4%g-
5,.4-
6-.0-
Facoting width 3* -4' 3* -4'
V-4-
3-4-
Y-4-
3'.4-
3'.4-
A BAR ^032* 04032*
"32*
--
-
-
-
8 BAR - -
-
04032*
04032*
04022*
"32*
C BAR - -
-
04016* -
-
-
0 BAR - -
-
-
"016*
"016'04016*
RnAMING DWIGHT 3 -4 -
TYPE 1 2
3
3
3
3
Tom' he,& 3* -4* 6* -0*
6'-S*
7'.4-
$-.a-
1-.8-
9 -.4 -
Garden height 2* -0* 2A*
V-6- .4'.0-
4-4-
3-.4-
6-.r
Fawn width 4* -0* 4*.Q'
4'.0-
4%0'
W-01
41.0*
y.0 -
A BAR "32-
5 BAR -
C BAR - "016*
-
-
D BAR - -
04016-
04016*
&016*
"16'
"16*
RIETAINING EMIGHT W -C
TYPE 3 3
3
3
3
3
3
T" height 6*4r 6'.8'
7'.4*
8* -0*
1*-&,
9*.4,
10,4*
Garden height 2'-0* 2*4'
3*.4'
4'.0'
4'.4-
V-4-
W-0-
Faming wom 5'.o* s,.o,
5*.0-
5-.0-
5-.r
5-.Q.
3..o.
A BAR
9 BAR 04W' 04022*
04032*
04032' "32*
04032- 04032-
C BAR
D AAR 04016* "16'"16' OW6' "16- 04016- 04016-
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