08-1085 (BLCK)P.O. BOX 1504
781495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
08-00001085
Property Address:
53705 AVENIDA CARRANZA
APN:
774-115-021-10 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
3366
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
ILA -
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 fcommencing 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 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).:
(_) 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 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, 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 1 am exempt under Sec. , B.&P.C. for this reason
Date: - 7 — O 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:
LQPERAUT
Owner:
BALUKAS DALE E
53705 AVENIDA CAR
LA QUINTA, CA 922
(
Contractor:
Owner
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
.1
�I GIUINTA
neDT
6/24/08
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 - - - - - - - - - - - - - - - -- - - -- -- Policy Number
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 thwith comply with those provisions.
Date: - Y �pplicant: `
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.
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
of this county to enter upon the above-mentioned property for i io purposes.
Date: G z�16/signature (Applicant or Agent):
Application Number . . . . 08-00001085
Permit . . . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee 63.00 Plan Check
Fee
.00
Issue Date Valuation
. . .
. 3366
Expiration Date 12/21/08
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9.0000 THOU BLDG 2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and Comments
80LN FT X 7' 4" HT /20LN FT X 514"
COMTNATION RETAINING/ GARDEN WALL & 40LN
FT X 5FT HT GARDEN WALL PER CITY
STANDARDS AND APPROVED PLANS APPROVED JJ
Fee summary Charged Paid Credited
-----------------
Due
------------------------------
Permit Fee Total 63.00 .00
----------
.00
63.00
Plan Check Total .00 .00
.00
.00
Grand Total 63.00 .00
.00
63.00
LQPERAI IT
7 -a d,
%q'72
TELEPHONE (760) 777-7012 FAX (760) 777-7011
OWNER/BUILDER INFORMATION
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified.
For your protection you should be aware that as "Owner/Builder" you are the responsible parry of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the City or County. They are also required by law to put their license number on all permits for which they
apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be
aware of the following information for your benefit and protection.
If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
If you are an employer, you must register with the State and Federal Government as an employer and you are subject
to several obligations include State and Federal income tax withholding, federal social security taxes, worker's
compensation insurance, disability insurance costs and unemployment compensation contributions.
There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with
respect to worker's compensation insurance.
For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if
you wish, the U.S. Small Business Administration). For more specific information about your obligations under State
Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally.
Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your
community or at 1020 N. Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of
these matters. The building permit will not be issued until the verification is returned.
Very truly yours,
CITY OF LA QUINTA
DEPT. OF BUILDING AND SAFETY
78-495 Calle Tampico
La Quinta, CA 92253
(760) 777-7012
FAX: (760) 777-7011
OWNER'S SIGNATURE/DATE
53 %D�AvexiIcQs C4 r ►�-t
PROPERTY ADDRESS
OR- /z �
PERMIT NUMBER(S)
CITY OF LA QUINTA
BUILDING AND SAFETY DEPARTMENT
COMBINATION RETAINING/GARDEN WALL
VW" 111fl 10,11111 slam "BCM"
'wr•rWw.w•1••.•••r �w••••W.•f-•+r W -r -'f.•1 rr•1. h•_.•.�.r •..r••wft .r-�..
Ulrnq «w.-ur•�y w i 1•••••••_ r Y.nC 41••re i H• M �.
'M.•• -� r•r••ue r r w'+mmaa. r u.b.C. SOON" A Io10.•.
RETAINING WALL SPECIFICATIONS
--ALL WALLS SMALL BE CONSTRUCTED 'OF THE HIGHEST QUALITY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.B.C.. AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE I' e..2000 PSI AT 29 DAYS PER ASIA Cl SO
2• MASONRY I' rnr 1500 PSI GRADE IN PER ASTM'CISO
i. GROUT 2000 PSI AT 2/ DAYS PER U.B.C. TABLE 24.8
41. MORTAR 2000 PSI AT 2/ DAYS PER U.B.C. TABLE 24-A AMB
ASTM C270
S. REINFORCING • DEFORMED BARS CONFORMING TO ASTM. A61S
GRADE 40. STEEL LAPS SMALL 6E 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'.
VERTICAL STEEL SMALL BE HELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING B R. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTING. STIEL
PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANGES
N BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
TME PLANS.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SMALL 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 112' PEA GRAVEL. AT LEAST I. OVER THE TOP OF THE
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
1% GRADE.
S. 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.
9. GROUT UFT SMALL NOT EXCEED 6 FT. WHEN GROUTING IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE INTERMEDIATE
GROUT LIFT 1.1.2• BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SMALL NOT OCCUR UNTIL AT L14ST 14 DAYS•AFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
;4024otHORIZ. TYP
GIC.fAu.
COMBINATION RETAINING - GARDEN PROPERTY LINE WALLS
RETAINING HEIGHT 0' - t•
TYPE I l l I I l
Tool heltht 2'•1' 3'.4' 4'-0' 4'•t' 3'-4' 6'-0• 6'-S*
G•rocn helthl 2'-0' 2'•t' 3'1' 4'-0• 4'.8' S'.4' 6'-0'
Fmmg width 2.•8' 2'-t' 2'-$* 2'•t' 2'-t' 2'•t' 2'.8"
A BAR ^032' 04032. 04032' 04032' 04032' 04032' --
B BAR _ _
._
_ _
_ "032-
C BAR' _
._
^016'
RETAV41NG HEIGHT I• - 4'
TYPE I 1
1
I 1
2 3
�1•Ye•�•w
4'.t'
3'-4' 6•-0'
6'-g' 7•.4'
Gorden heaths 2'-0' 2'-1'
�•�• Wi••�•.•
•q
\A1
•
�- •
may
..••
(i•'• • I • •
M•M
��
Cora.
04032' 04032-
C BAR --_
.�
-�j6'
••--
D BAR
04016'
RETAVMG HEIGHT 2'-0'
TYPE 1 1
I
1 2
3
TOW height 4'-0• 4'•1'
S'J•
6•-0' 6'•t'
'-0•
Gorden height 2'-0' 2'-t'
3'-4'
4'-0• 4'-t'
6
Fmmg width 3'-0' 3'-0'
3'-0'
3-A' 3'-0'
3-
A BAR ^032' 04032.
04031' 04032' -
B BAR - -_
-_
_-_- M032
0 1'
40111.)
C BAR _�
-
_�- ^016
D BAR
6' ^01 '
AETAPMG HEIGHT 2'.t -
TYPE 1 1
1
2 3
3 3
Vl�
Iw•_i.•-
rrr•.i
.w_•• r
W_�.
M
1
-
-
-
-
1
-
1
-
A BAR ^032.04032'
04031'
•-- -
_ _
B BAR - -
-_
04032' 04032'
04032' ^032'
C BAR --
14016' -
D BAR -
._
_ /4016'
04016' ^016'
RETAWING HEIGHT 3'4 -
TYPE 1 2
3
3 3
M
TOW height 3`-41' 6'-0'
6'•8'
7'j• 1'4'
1'4• 9'.4•
Gmden heaths 2'-0' 2'd'
3'l'
1
3'4' 6'-0'
Fooung w" 4'-0• 4'-0•
yrs/rte.
ad
4'-0'
A BAR ^032' -
.4'.0-
B BAR
C BAR - ^016'
--
_ .
D BAR -
^016'
04016' ^016'
^016' ^016'
RETAINNG HEIGHT 4'.r
TYPE 3 3
3
3 3
3 3
Tau height 6'4• 6'4'
7'.4•
8'-0' 1'4•
9'1' 10 -4 -
Gorden height 2'-0' 2••t•
3'4•
4'-0- 4'4'
5'.4- 6•-0'
Fm/ng width S'-0' 3'-0'
3%0-
3'-0' S'4•
5'-0' 3'-0'
A BAR -
B BAR 11032' ^032'
^032' ^032' 04032'
^032• "032-
C BAR .- _
D BAR 14016' ^016•
^016' 04016' 14016'
14016' ^016'
A
1
'wr•rWw.w•1••.•••r �w••••W.•f-•+r W -r -'f.•1 rr•1. h•_.•.�.r •..r••wft .r-�..
Ulrnq «w.-ur•�y w i 1•••••••_ r Y.nC 41••re i H• M �.
'M.•• -� r•r••ue r r w'+mmaa. r u.b.C. SOON" A Io10.•.
RETAINING WALL SPECIFICATIONS
--ALL WALLS SMALL BE CONSTRUCTED 'OF THE HIGHEST QUALITY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.B.C.. AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE I' e..2000 PSI AT 29 DAYS PER ASIA Cl SO
2• MASONRY I' rnr 1500 PSI GRADE IN PER ASTM'CISO
i. GROUT 2000 PSI AT 2/ DAYS PER U.B.C. TABLE 24.8
41. MORTAR 2000 PSI AT 2/ DAYS PER U.B.C. TABLE 24-A AMB
ASTM C270
S. REINFORCING • DEFORMED BARS CONFORMING TO ASTM. A61S
GRADE 40. STEEL LAPS SMALL 6E 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'.
VERTICAL STEEL SMALL BE HELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING B R. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTING. STIEL
PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANGES
N BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
TME PLANS.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SMALL 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 112' PEA GRAVEL. AT LEAST I. OVER THE TOP OF THE
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
1% GRADE.
S. 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.
9. GROUT UFT SMALL NOT EXCEED 6 FT. WHEN GROUTING IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE INTERMEDIATE
GROUT LIFT 1.1.2• BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SMALL NOT OCCUR UNTIL AT L14ST 14 DAYS•AFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
;4024otHORIZ. TYP
GIC.fAu.
COMBINATION RETAINING - GARDEN PROPERTY LINE WALLS
RETAINING HEIGHT 0' - t•
TYPE I l l I I l
Tool heltht 2'•1' 3'.4' 4'-0' 4'•t' 3'-4' 6'-0• 6'-S*
G•rocn helthl 2'-0' 2'•t' 3'1' 4'-0• 4'.8' S'.4' 6'-0'
Fmmg width 2.•8' 2'-t' 2'-$* 2'•t' 2'-t' 2'•t' 2'.8"
A BAR ^032' 04032. 04032' 04032' 04032' 04032' --
B BAR _ _
._
_ _
_ "032-
C BAR' _
._
^016'
RETAV41NG HEIGHT I• - 4'
TYPE I 1
1
I 1
2 3
Taal height 3'J' 4'-0'
4'.t'
3'-4' 6•-0'
6'-g' 7•.4'
Gorden heaths 2'-0' 2'-1'
3'.4'
4'-0' 4'•/'
S'a' 6'.0 -
Foams width 2'•t' 2'4'
2'•t'
2'•1' 2'4'
2'4' '2'•t'
A BAR 11032' 04032' 0403 • 0403 ' 04032' -- -
B BAR _ _
._ _
04032' 04032-
C BAR --_
.�
-�j6'
••--
D BAR
04016'
RETAVMG HEIGHT 2'-0'
TYPE 1 1
I
1 2
3
TOW height 4'-0• 4'•1'
S'J•
6•-0' 6'•t'
'-0•
Gorden height 2'-0' 2'-t'
3'-4'
4'-0• 4'-t'
6
Fmmg width 3'-0' 3'-0'
3'-0'
3-A' 3'-0'
3-
A BAR ^032' 04032.
04031' 04032' -
B BAR - -_
-_
_-_- M032
0 1'
40111.)
C BAR _�
-
_�- ^016
D BAR
6' ^01 '
AETAPMG HEIGHT 2'.t -
TYPE 1 1
1
2 3
3 3
ToW height 4'.8• 3'-4'
6'-0'
6'•8' T.4•
t'-0' 1-•t•
Gorden heaths 2•-0• 2'J'
V-4-
4'-0' 1'-t'
3'4' 6'-0•
FOourlt width 3'a' 3'-d'
3'.4'
3'4' p-4'
Y-4- Y -4-
A BAR ^032.04032'
04031'
•-- -
_ _
B BAR - -
-_
04032' 04032'
04032' ^032'
C BAR --
14016' -
D BAR -
._
_ /4016'
04016' ^016'
RETAWING HEIGHT 3'4 -
TYPE 1 2
3
3 3
3 3
TOW height 3`-41' 6'-0'
6'•8'
7'j• 1'4'
1'4• 9'.4•
Gmden heaths 2'-0' 2'd'
3'l'
.4'.0- 4'.1'
3'4' 6'-0'
Fooung w" 4'-0• 4'-0•
4'-0'
4'-0' 4'-0•
4'-0'
A BAR ^032' -
.4'.0-
B BAR
C BAR - ^016'
--
_ .
D BAR -
^016'
04016' ^016'
^016' ^016'
RETAINNG HEIGHT 4'.r
TYPE 3 3
3
3 3
3 3
Tau height 6'4• 6'4'
7'.4•
8'-0' 1'4•
9'1' 10 -4 -
Gorden height 2'-0' 2••t•
3'4•
4'-0- 4'4'
5'.4- 6•-0'
Fm/ng width S'-0' 3'-0'
3%0-
3'-0' S'4•
5'-0' 3'-0'
A BAR -
B BAR 11032' ^032'
^032' ^032' 04032'
^032• "032-
C BAR .- _
D BAR 14016' ^016•
^016' 04016' 14016'
14016' ^016'
-AGAR - BBAR
a•,akR s
CELL -r - CELL
FG -%•CBA
W r si.aN
\
U^ J In
0 � F.6•�
.4G' ]2TYP� o
TYPE I -,E-2_
H.7351 N.15'
IM
1
'1 8!' m1 Ir
III i�' " u E�rii
I ,r
W NONEMTH FACS TC
J
tj
fi...
• H L"n
PECIAL NGINEE
T EF 3 kQD- VV N FOOTI
N.r�. ADJACENT STRUC
M' ADA /r I it IT-
CITY OF LA QUINTA
BUILDING AND SAFETY DEPARTMENT
GARDEN WALL STANDARD
6" C.M.U.
Pm= 1350psi, Fr 40000psi
#4 O 24' Vert O CL
N4 O 32' Horiz
6 1/4!
3' CLEAR T
#4 HORIZ. AS SHOWN
6' C.1A.U.
f'm= 1350psi, Fy- 400009si
/4 O 24' Vert O CL
/4 O 32' Horiz
GARDEN WALL
Scale: 3/8' - 1'-0.
OPTIONAL
10-11/16' 30"LAP
ALTERNATE
3" CLEAR 1
CiaBENDS
,114 HORIZ. AS SHOWN
,5 f GARDEN WALL
Scale: 3/8'
6' C.M.U.
f'm= 1350psi,' Fy= 40000psi
#4 O 24" Vert O CL
A4 O 32' Horiz
a
go Ic
I
OPTIONAL
10-11/16" 30'LAP
3" CLEAR ALTERNATE
T� BENDS
y4 HORIZ. AS SHOWN I
r
Scole: 3/8" 1'-0'
C.M.U.
m= 1350psi. Fy= 40000psi
#4024 Vert OCL
#4 O 32' Horiz
b4 HORIZ. AS SHOWN T
`5 GARDEN WALL
Scale: 3/E" V-0"
6- C.M.U.
f'mt 1350psi. Fy-- 40000psi
#4 0 24' Vert 0 CL
N4 0 32' Horiz
3' CLEAR 1
p4 HORIZ. AS SHOWN 1
(P GARDEN WALL
Scole: 3/8" - 1'-o"
Bin #
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Perartit #
J 1
Project Address: S - 705 Ca,rra . zcx-
Owner's Name: O
A. P. Number:
Address: 5 3 %jJs
/
Legal Description: Ccrh6 r� -�i i / • � 6, L�)o;
City, ST, zip:24
Contractor:p u_e—
Telephone:
Address:
Project Description:
City, ST, Zip:
Telephone:
Q r'
State Lic. # :
City Lic. #:
Arch., Engr., Designer: //OPoL�
Address:
d
City, ST, Zip:
WQ 1
Telephone:
Construction Type: Occupancy:
Type.- Ss'oa-t
State Lic. #:
Project type (circle on Ne Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: $ 760 —
v
Estimated Value of Project• 2 S^
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 picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2nd Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'`d Review, ready for corrections/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