BWFE2017-0002:F,:
78-495 CALLE TAMPICO
WORKER'S COMPENSATION DECLARATION
LA QUINTA, CALIFORNIA 92253 .
Application Number:
BWFE2017-0002 .
Property Address:
48720 SAN LUCAS
APN:
646130028
Application Description:
BLOCK WALL/ 135 LF
Property Zoning:
Date:, \ —,
Application Valuation:
$9,000.00
Applicant:
A S T STONE CORPORATION
1279 W MAIN STR. STE. 205
EL CAJON, CA 92020
c&t1t 4 4 Qumz
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/12/2017
Owner:
JODY JONES DEVE-OPMENT CORPORATION
PD.® 78-060 CALLE EST
ADO
LA QUINTA, CA 92253253JAN 12 2017
Contractor:
AST STONE CORP? RATIO N
CITY OF LA QUINTA 1279 W MAIN STR STE. 205
DESIGN AND DEVELOPMENT DEPARTMENT EL CAJON, CA 92020
(619)401-8871
Llc. No.: 816966
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
I hereby affirm under penalty of perjury one of -he following declarations:
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect.
compensation, as provided for by Section 3700 )f the Labor Code, for the performance
License Class: C29, C54 License No.: 816966
of the work for which this permit is issued:
i \` 1_ \ \�._Contractor�
_ I have and will maintain workers' conpensation insurance, as required by
Date:, \ —,
Section 3700 of the Labor Code, for the perfornance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
OWNER -BUILDER DECLARATION
Carrier: WESCO INSURANCE COMPANY Policy Number: WWC3183047'
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
I certify that in the performance of the work for which this permit is issued, I
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
shall not employ any person in any manner so a.: to become subject to the workers'
city or county that requires a permit to construct, alter, improve, demolish, or repair
compensation laws of California, and agree that: if I should become subject to the
any structure, prior to its issuance, also requires the applicant for the permit to file a
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
signed statement that he or she is licensed pursuant to the provisions of the
comply with those provisions.
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
Date�-nt:
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
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
($500).:
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
( ) I, as owner of the property, or my employees with wages as their sole
ONE HUNDRED THOUSAND DOLLARS ($100,000~ IN ADDITION TO THE COST OF
compensation, will do the work, and the structure is not intended or offered for sale;
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
INTEREST, AND ATTORNEY'S FEES.
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
APPLICANT ACKNOW-EDGEMENT
are not intended or offered for sale. If, however, the building or improvement is sold
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
within one year of completion, the owner -builder will have the burden of proving that
the conditions and restrictions set forth on this Epplication.
he or she did not build or improve for the purpose of sale.).
1. Each person upon whose behalf this application is made, each person at whose
( 1, as owner of the property, am exclusively contracting with licensed contractors
1
request and for whose benefit work is performed under or pursuant to any permit
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
issued as a result of this application , the owner, and the applicant, each agrees to, and
State License Law does not apply to anowner of property who builds or improves
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
employees for any act or omission related to thework being performed under or
the Contractors' State License Law.).
following issuance of this permit.
(� I am exempt under Sec. . B.&P.C. for this reason
2. Any -permit issued as a result of this applicaton becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
r
work for 180 days will subject permit to cancellw.ion.
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:
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 city to enter upon the
above-mentioned property for inspection purposes. n _
Date: 1 \ 2' 1 1 `—Signature'(Applicaht or Agen
1
1
Date: 1/12/2017
Application Number: BWFE2017-0002
Owner:
Property Address: 48720 SAN LUCAS
JODY JONES *DEVE-OPMENT CORPORATION
APN: 646130028
78-060 CALLE ESTADO
Application Description: BLOCK WALL / 135 LF
LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $9,000.00 .
Applicant:
Contractor:
AST STONE CORPORATION
A ST STONE CORPORATION
1279 W MAIN STR. STE. 205
1279 W MAIN STR. STE. 205
EL CAJON, CA 92020
EL CAJON, CA 920:.0
(619)401-8871
--------------------=-----------------------------
Llc. No.: 816966
-------------------•------------------------
Detail: 135 LF X 6 FT HIGH RETAINING GARDEN WALL AND 3 COURSES ALONG BACK EXISTING WALL ON PROPERTY LINE [ANGELUS SPECIFICATIONS]
PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM 0-ITSIDE THE PROPERTY. PER 2016
CALIFORNIA BUILDING CODES
FINANCIAL . .
DESCRIPTION ACCOUNT
=QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$76.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$45.60
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
103-0000-42404
0
$50.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$63.33
Total Paid for BLOCK WALL: $235.60
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
.0
ern.#
city OfLaQUIf1td
Building 8r Safety Division
Box 1504,78-495 Calle Tampico
[a.Quinta, CA 92253 -:(760) 777-7012
Building Permit'Applicadon and Tracking Sheet
Permit #P.O.
I�
Project Address: Owner's Name:.
A. P. Number. Address: -C(S—%A0 54,-,) "CAS --VT.
Legal Description: City, ST, Zip: L4 Q01-JTA CA
., s,....�r ° .
Contractor: pas,'z
�r w.; .
`J7 -w Q�t , Telephone: gam. r
Address: (6' Sitg) L) • S-ri_ F- p Project Description:
City, ST, Zip:,9ALrA Vts w( cpiVC 77
Telephone: %60 • At - 901
?r • P . °
a .. i �.: ti.• •' ;% /�
State Lic. # :
City Lic. #; o00540f
Arch., Engr., Designer. PDDP.
Address:
City., ST, Zip:
�,
Telephone: ��N ' , � °r' `° Construction Type: , Ocorpancy:
'State•Lic. #:_~"'
'_-_-: _} "''''s 5 Project type (circle one): New Add'n Alter Repair Demo
Nam, f Contact Person: hcv R )Q Sq. Ft.:
# Stories: #Units: 1
Telephone # of Contact Person: 01-36 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
Title 24 Calcs.
Pians picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°4 Review, ready for correctionslissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.L
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'^' Review', ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
Pub. Wks. Appr '
Date of permit issue
School Fees
r
Total Permit Fees
v
BOCK CMjNC.
' Sire IT46
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA FcR 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 15Dpcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE - 30pcf
6. MASONRY COMPRESSIVE -STRENGTH, f m - 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
s NOTES:
i
(1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 m 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACIE, BURNISHED. OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -ANO -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY. MORTAR AS
MANUFACTURED BY £-Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
'OOpsl. ' O UD ps i
i
7. .,RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. MILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL *CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-O"o.c. IF WAIL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS. IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
6' t0 8' Hi
Trench Footing
Risk . f
6" NO
OPTIONAL WALL CAP
h Site Wall
a egor=� I SAFETY DEPT.
de . FiUI
FOR CONSTRUCTION
DATE ___ BY.
6 STD: LADDER TYPE
1#5. SID: FOR SLUMP.STONE}_
JOINT. REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
'Y BARS PER
SCHEDULE LAP
PER 'L'
F:G..
WET -SET FIRST
COURSE
2-#4 CONT..
CONT, CONC. FTG. -----
90-0 -'' ANDERSON DESIGN GROUP
- Structural Engineering • Building Design
228 East Badlllo Street • Covina • CA . 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
cngfncerYnO excellence rinee ]95 ]"
MASONRY FENCE WALL SCHEDULE
C3
'H' MAX.
X BARS RMNF.WALL STEM ' o`BARS
18.. LONG CMU 18' LONG CMU TYPE PER'S''=2.0 16' LONG CMU 1a' LONG CMU
'L' STEM
"D' MIN.
6''-O"
/j46948"o.c.
X46954"o.c.
A'
B'
4®24"o.c.
46948'o.c.
'' 46927"o. c.
4054'o.c.
2'-0
o_
SETBACK
PER
SCHED.
6'-8"
/44948"o.c.'
ij4045"o.c•
'A
'B'
46916'o.c.
46948"o.c.
4018"o.c.
46954"o.c.
2'-0"•
-2'-0"
Y--0"
2'-4' .
z �
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—
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lo
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7'-4"
/}46948"o.c.
#4®45"o.c.
A'
'B'
44916"o.c.
.4 8"o.c.
46918"o.c:
' 4®45"o.c.
2'-0"
lo
{j46940"o.c.
#46936"o.c.
,B.
4®8"o.c.
4040"o.c.
4699"o. c.
4036"o.c.
3'-4"
2'-0"
3'-5"
'2'=7"
90-0 -'' ANDERSON DESIGN GROUP
- Structural Engineering • Building Design
228 East Badlllo Street • Covina • CA . 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
cngfncerYnO excellence rinee ]95 ]"
8" J 5-0" MIN.
CO -NT.' TO DAYLIGHT
LATE SIGNED 6-25-14
5--1.2LQ
#6255
I
C3
¢
w
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SETBACK
PER
SCHED.
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8" J 5-0" MIN.
CO -NT.' TO DAYLIGHT
LATE SIGNED 6-25-14
5--1.2LQ
#6255
I
BLOCK CO., INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
IN D:OF WALL
V High Max. Site Wall
C o 100m0h .
Risk Category I
6" Wide CMU
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES
TOTAL WALL LENGTH
S. x Hir MIN..
TYPICALREINFORCED W.
WALL TYPES A & E .1
'Al
NDERSON DESIGN GROUP .
Structural Engineering Building Design'
226 East Sadillo Street • CovIna • CA . 91723-2115
(626) 938-1595 • FaCSIMIle (626) 936z0485
5 x tip MIN,
�SICI 5-21-14
S-2.OLQ
#6255
r i i
San Lucas Street
Additional Notes
t. m mx� aum ad:lvq.am rxtioo
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CERTFItATN)N FORM, en0 B^'I mme
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opPaptl ab..
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Code Requirements:
Thb P;aj. Cw" wm'.
2013 Cewa wMug Cam
2013 CODOmm Em .COM
2013 We—Metlmnr.TI COED
2013 C. f— P—ei g Cam
2010 COmanie Enagy CPEO
2008 Eww Sets 3
2013 Ce4lama Fire COM
2013 COlibotla Rntler Cab
2013 CmtOPaa Gram U -v S.—C—
M Wmr Smm Ork Laol Codes mat era eopliefele.
Know whatsbelow
Ca 11811betoreYou dig
00.00
00.00
J@LDING & SAFETY DEPT.
APPROVED
- F7/( i�STRUCT(ON
E BY
TeAEeflOn aOB:
w 9mra reef am Portareapa
mj/-
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Site Plan
Nemo AW—, OI f pe anf l Oamcr.
YI, JOEY Jams
6y: JONES DEVELOPMENT, INC.
Ce—I COntmaa:
JONES DEVELOPMENT, INC.
78-080 Cage Esf . Saha d 9
La Oulna. G 92253
Teleph— 1{750) 2858712 or Fax: 1{160) 564-0369
A. P. N. Number = 646-130-028
e8 720 SAN LUCAS STREET
LA OUINTA. CA 92253
LaBYllevv:Ntm
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Utility Notes:
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General Disclaimer:
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Unauthorized Changes & Uses:
The desighe, preparing mese OIaM wig trot be
raspo-ible W. a Ioble nor, unaugulrvM longe. t0
O( wx! plana. al p—ed b (O a plans mug be in
us grg aM must be apppved by Ore pmparer OI gm50
plans.
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8 JGeneml Notes
SP.01