BWFE2015-023478-495 CALLE TAMPIC0
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
T4ht 4 4 Q"
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
BWFE2015-0234
52520 AVENIDA HERRERA
773294002
FOREMOST/ 140LF 2-4 RETAINING WALL WITH WOOD FENCE
$4,00(
Applicant:
DANTOR MARTINEZ CONSTRUCT
81057 AVENIDA ROMERO
INDIO, CA 92201
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 Professions Code,
and my License is in full force and effect.
License Class: B License No.: 926128
Date: bT101I IS Contractor: N^6y MM`1vfa, b14y dyo1
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 ) 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.).
(_) 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.).
I I 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 Na
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/1/2015
Owner:
FOREMOST HOMES
70600 COUNTRY CLUB DR
RANCHO MIRAGE, CA 0
Contractor:
DANTO R MARTINEZ CONSTRUCTION
81057 AVENIDA ROMERO
INDIO, CA 92201
(760)775-4097
Llc. No.: 926128
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.
Qr-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 shall forthwith
comply with those provisions.
Date: V T1&11S Applicant:
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 Building Official 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 city to enter upon the above-
mentioned property for inspection purposes.
Date: 62161 1IS Signature (Applicant or Agent):
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE
BSAS SB1473 FEE 101-0000-20306 0
$1.00 $0.00
PAID BY METHOD RECEIPT # CHECK # , CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - EA ADD 50 LF
101-0000-42404
0
$14.50
$0.00
PAID BY
METHOD .
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD'
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forRETAINING WALL- $123.27 $0.00
TOTALS:• ••
Description: FOREMOST/ 140LF 2-4 RETAINING WALL WITH WOOD FENCE
Type: WALL/FENCE Subtype: Status: UNDER REVIEW
Applied: 7/1/2015 SKH
Approved:
Parcel No: 773294002 Site Address: 52520 AVENIDA HERRERA LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 151 Lot: 22
Issued:
UNIT 16
CONTACTS
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $4,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
NAME TYPE
Details: 140LF OF 2-0' RETAINING WALL WITH WOOD FENCE ATOP [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING
CODES.
ADDITIONAL
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY.
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
DANTOR MARTINEZ CONSTRUCTION
81057 AVENIDA
ROMERO
INDIO
CA
92201
CONTRACTOR
DANTOR MARTINEZ CONSTRUCTION
81057 AVENIDA
ROMERO
INDIO
CA
92201
OWNER
FOREMOST HOMES
70600 COUNTRY CLUB
DR
RANCHO
MIRAGE
CA
0
Printed: Wednesday, July 01, 2015 9:42:29 AM 1 of 2
SYSTEMS
PARENT PROJECTS
Printed: Wednesday, July 01, 2015 9:42:29 AM 2 of 2 Cg?
SYSTEMS
INSPECTIONS
SEQID
INSPECTION TYPE
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
FINAL"
BLD
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
RET WALL <=12 - EA
101-0000-42404
0
$14.50
$0.00
ADD 50 LF
RET WALL <=12 - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
RET WALL <=12 - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid forRETAINING WALL $123.27 $0.00
TOTALS:• ••
PARENT PROJECTS
Printed: Wednesday, July 01, 2015 9:42:29 AM 2 of 2 Cg?
SYSTEMS
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
BOND BEAM
BLD
FINAL"
BLD
FOOTINGS
BLD
PARENT PROJECTS
Printed: Wednesday, July 01, 2015 9:42:29 AM 2 of 2 Cg?
SYSTEMS
ABBREVIATIONS
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SITE ADDRESS
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LEGALDESCRIPTION
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IN THE CITY OF LA OUINTA COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SITE PLAN
FOR
LOT 22 OF BLOCK 151 OF UNIT NO.16 OF SANTA CARMELITA AT VALE LA QUINTA, PER MB 18/99
APN: 773-294-002
LOCATED WITHIN THE S 1/2 OF THE NE 1/4 OF SECTION 12. TSS. RBE. SBBM
Anq I
6 ct NOTE,1= N — BE DONE a AttOROUKE WRH THE uTEST EaroN OF THE VmWD
1�{9F lr:nrr.� f OR �0� E v ouw�AND THE TEST EDaON OE THE WA D SPECIT—NS
III 9 2 cRAaxc sMLL BE a AcconovrcE n,n THE—.EEREO cwaHc REOL-. NTS aI III THE au[D — maaxc CODE. — E—
ExCEED N -T 6 WCGTED IN E CSSNN TO NIM REOwRCD DRCHOT
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' DATUM POINT:
THIS DATUM POINT AT TOP OF CURB AT THE CENTERLINE OF LOT
IS THE DATUM POINT WHERE THE MEASUREMENT OF THE FINISH
FLOOR WAS TAKEN, BEING 12 MIN. ABOVE THIS ELEVATION
T— tm xEp•O.riO ST
BOEDPL UM2Y ]6Jx W NOTE:
FARiQ y ),Ix ALL BLOCK WALL. RETNNING WALL. STEM WALL. FENCES ARE PER
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—ONEaY Y N Ix
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FROM CITY OF U QGINTA PUBLIC
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CNUCUCA AT V,LLE U OUaTA PR1 MD IB/BY
52520 AVENIOA HERRERq U OUINTA CA 92255
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PAW SPpxoS. CA 92262
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Qin #
City of La Quinta
Building 8T Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012.
Building Permit Application and Tracking Sheet
Permit # r-
Com�`
`"'
Project Address: -LS 2-0 NVut eXa
ner'sName: ���,�—' �_S Jy
A. P. Number: on,
Address: To (00-0 L.w 6 Or
6 �/
Legal Description: .NC '1k o� S2G47Un IZ
City, ST, Zip:
Contractor. 5 u
Yh.tH.r (d•. lir
�
telephone:
Address: 14Z S J�� 5 �y14 L `Z
r ject Description:
City, ST, Zip: r vuk m
Teleh ne
o . �:
P O-0
6
State Lic. # : Qj� 2-lv 1.2g City Lic. #.: jb(„� yS
Arch., Engr., Designer:
o ,,1 , �t. Ge } o 6-o—
Address:
�O l
City., ST, Zip:
Telephone:h
one:
Construction tyPe: Occupancy:
State Lic. #•:
Project tYPa circle one): New Add'n Alter Repairair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: 8 qo.,o
APPLICANT: DO NOT WRITE BELOW THIS LINE
# I
Submittal
Req'd
Ree'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.'
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2". Review, ready for correctiods/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:-
3' 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
BLOCK COL, INC.
since 1146
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
2' to. 6' High Retaining Wall
Level Backfill
8" Wide CMU
QNT UI
DESIGN CRITERIA:t_ PPJ( �AFf– I :,p
2. 1. DESIGN CRITERIA PER 2013 CBC �- t #""',,
2. ALLOWABLE SOIL BEARING PRESSURE 1500psf �`
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf f` � L Odit`'Tmi
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE - 30pcf NO SURCHARGE
6. MASONRY COMPRESSIVE STRENGTH, I'm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
f" '
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
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. NOT USED.
OPTIONAL WALL CAP
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
"
k4 HORIZ. 024 o. c:
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
8" WIDE (NOM.) CMU
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
FULLY GROUTED
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX INR MASONRY MORTAR AS
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY
'X" BARS PER
REQUIREMENTS OF ASTM C270.
SCHEDULE
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
'X' BARS PER '
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
SCHEDULE
2000psi.
LAP ,24" MIN.
'ST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
jPLASTIC.
4"0 SDR 35 PERF, PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
MIRAFI 140N FILTER FABRIC–
VERTICAL CONTINUITY OF THE CELLS.
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF "
40'-0"o.c. OR 20'-0"o.c. IF WALL IS T0. BE STUCCO COATED OR
F.G. m
MORTAR WASHED
SEFIRST
T
1.0. NOT USED.
COURSE
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
#4 CONT. ®12"oc.. — –
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
2–J4 CONT.
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS
CONT. CONC, FTG.'
SEE DETAIL SHEET S-5.1.
'Y' BARS PER
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
SCHEDULE
"
CONC. KEY
MASONRY' RETAINING:-NALL. SCHEDULE
ALIGN WITH-
FACE OF WALL DI
H, 'X' BARS 'Y BARS B' MIN.' C' MIN. 0''
16' LONG CMU
LOADING
i.'SUSMIC, 5% DAMPING 0 1 'SECOND
1 _p" ACCELERATION Cs=0.33Wt.
6', u
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Sadillo Street • Covina • CA• 91723-2115
(626) 938-1595 • Facsimile (626) 938.0485
—g Mee NnO -11. slne6
OF
BACKFILL–
..WELL GRADED, CLEAN
TSANDS: OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
rsnno
1144
jI! 24"OUTSIDE FACE
.
lip F
:R.SCHEDULE
S-1.7LQ
#6255
8' High Max. Site Wall
C a 100mph
SIOCKCOa�INC. Risk Category I
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMV
.ENO:OF WALL
x
x A SxHF 5x^
TA
s,Ai., ; y' r
t PT.
x-Cj
A--
ia'30,t` . r
� '�'t; .1C; -f t1N
x
A, o y-
��.
x
S x HF 5 x HF O 5. HF. _
RETURN TYP..
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES /y &O .
TOTAL WALL LENGTH
3z 3�
La 5 x HF MIN. t 5 x HF MIN,
TYPICAL
REINFORCED WALL STEM TYPES ELEVATION.
WALL TYPES 1 H 1.& t' R :1
ANDERSON ' DESIGN GROUP
ri Structural Engineering Building Design
228 East Badillo Street • Covina• CA • 91723-2115
(626) 938-1595 Facsimile (626) 938-0485
"enD/neerinp exttllen<e .Ince 1957-
A—T-.9 rJ - NED 5-21-14
S-2.OLQ
#6255