BWFE2017-015178-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA'92253 '" DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2017-0151
Property Address:
53713 ROSS AVE
APN:
767680042
Application Description:
MCCLURE HOMES. BLOCK WALLS
Property Zoning:
Application Valuation:
$30,000.00
Applicant:
DISCOVERY BUILDERS CALIFORNIA INC DBA DB
14605 N 73RD STREET
SCOTTSDALE, AZ 85260.
IN
Llcl',iTY
2017
OF U'. 4U,NTA� LNT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty. of perjury that 1 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.: 915336
Oat ' -� Con
OWNER-BUI DEC TION
I hereby affirm under penalty of perjury at 1 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 )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.).
(� 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 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:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/9/2017
Owner:
MCCLURE HOMES LLC
52765 CLARET COVE
LA QUINTA, CA 92253
Contractor:
DISCOVERY BUILDERS CALIFORNIA INC DBA DB.
14605 N 73RD STREET
SCOTTSDALE, AZ 85260
(480)624-5200
Llc. No.: 915.336
WORKER'S COMPENSATION DECLARATION
1 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'
compens tion, as provided for by Section 3700 of the Labor Code, for the performance
of t T-Irc for which this permit is issued.
have and will maintain workers' compensation insurance, as required by
Se0ofthe Labor Code, for the performance of the work for which this permit is
issud. My workers' compensation insurance carrier and policy number are:
Carrier: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA Policy Number:
_ I certify that in the performance ofthe 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 1 sh Id become subject to the
workers' compensation provisions of Section 3700 o he Labor Code, I shall forthwith
comply with t Pose provisions. %
Date: V / (A'p
`�-`•+moi
WARNING: FAILURE TO SECURE WORKER OM NS ON COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO MINAL ALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS 00,0 00). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PRO ED 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 cancellaticn.
I certify that I have read this application and state that the above infor tion is correct.
I agree to comply with all city and county ordinances and state laws r sting to building
construction, and hereby authorize representatives of this city to er upon the above-
mentioned o /ty fofor inspection purposes.
Date: t / Signature -(Applicant or Agent):
t T
Date: 8/9/2017
Application Number: BWFE2017-0151 Owner:
Property Address: 53713 ROSS AVE MCCLURE HOMES LLC
APN: 767680042 52765 CLARET COVE
Application Description: MCCLURE HOMES. BLOCK WALLS LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $30,000.00
Applicant: Contractor:
DISCOVERY BUILDERS CALIFORNIA INC DBA DB DISCOVERY BUILDERS CALIFORNIA INC DBA DB
14605 N 73RD STREET 14605 N 73RD STREET
SCOTTSDALE, AZ 85260 SCOTTSDALE, AZ 85260
(480)624-5200
Uc. No.: 915336
----------------------,----------------------------------------------------------------------
Detail: 721LF OF DETAIL A (GARDEN WALL- PINK) AND 273LF OF DETAIL B (RETAINING WALL - BLUE) AND 65LF OF DETAIL C (RETAINING WALL - GREEN)
AND 66 LF OF CITY STANDARD DETAIL (DETAIL A -ORANGE) AND 5 PILASTERS (PINK STARS) [CITY, PROTO AND ANGELUS SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA
BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED,'HAVE{A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY
MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA BUILDING CODES.
J
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 501-F
101-0000-42400
0
$91.20
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$243.20
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF.
101-000042404
0
$50.67'
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$63.33
Total Paid for BLOCK WALL: $448.40
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$2.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
TOTALS:40
61
v
Bin F
City Of La Qull1to
Pui;"din; ac SafeCy Dblisior,
P.O. Box 1504, 7E-495 Calle Tan;pico
1La.Quinta CA 92253 - (760) 777-7012
r l Building Permit Application and Tracking e
pp c g She t
p2ifii f
Project Address: 5 3 "7 1'� F--� 55 moi.
Uwr.er's Name: I• LC C l V p L L L
A. P. Number: -7(O, - G 0-O - 04 -L
Address:
Leel Dsaiftio-.
Ciiy, ST, Zi:to
Address:Poject
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City, ST, Zip: J ��- C W
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V �� 'LLF J.:_,c / �c
Tele• here: bo
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war ��. X273 LIWF3
Stat: Lic. ; : I is 313 G
City Lia -1:
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Arch, Engr., Dm;2ner: OA;
Address: p� a1G C)(9s'o
L� TAV
Al
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Skate Lic... ar`^ii>s :¢< it
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CnrisL-action Type: cupancy:
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Project type (circle one): i,, W Add'n Ater Reozir Demo
R'arrte o`Contact Person: � �,� , `
Sq. Ft:: 12 lei
9Stories: 'j_ R Units: i
Telephone s of Contact Person: -�(00 ";lot J
Estimated Value of Project: o Q p Q
APPLICANT: DO NOT WRITE BELOW THIS LINE
Submittal
Req'd
Rec'd TR4CIQVG PER`SITFEES
Plan Sets
Plan Check submitted Item Amount
Structural Cates.
Reviewed, ready for corrections Plan Check Deposit
Truss CaleS.
Called Contact Person Plan Check Balance
Title 24 Cala.
Plans picked up Construction
Flood plain plan
Plans resubmitted Mechanical
Grading plan
2" Review, ready for corrections/issue Electrical
Subcontactor list
Called Contact Person Plumbing
Grant Deed
Plans picked up S.�1.L
H.OA— Approval
Plans resubmitted Grading
I\ ROUSE:-
'' Re}iew, ready for correctionsAssue I Developer Impact Fee
Planning Approval
Called Contact Person &J.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERUi
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE - 1500pof
3. ALLOWABLE SOIL PASSIVE PRESSURE = ISOpef
4. COEFFICIENT OF FRICTION - 0.25, COHESION Opsf
S. CnNnLEVER ACTIVE = 3oPcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 150opsi. SPECIAL INSPECTION
.NOT REQUIRED PER CSC SECTION 1704.2, EXCEPTION 2. 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE OEFINED 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 +8 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. NOT USED
3. STRENGTH OF CONCRETE FOR FOOTINGS a 2500psi m 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -ANO -GROOVE). OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
S. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDEO MASONRY MORTAR AS.
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC &0 Wit MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC.. CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM 027a
6. GROUT SHALL CONFORM TO ASTM C476. WITH AN 8-11 INCH SLUMP.
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000PSL
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAIC WHILE CONCRETEIS 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
4O'-O'0'a OR 20'-O c'm IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. NOT USED
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.
. 13. DO NOT PLACE FOOTING WITIRIN 5-0' OF A SLOPE
Y BARS I 'B' MIN. I 'C' MIN. I •D'
18' Lf1N0 ClAI
2' to 6' High Retaining Wall
Level Backfill
8' Wide CMU
CITY OF LA QUINTA.
BUILDING & SAFETY DEPT. i
APPROVED 1
( FOR CONSTRUCTION
DATEs} sy.-
OPTIONAL WALL CAP
14 HORIZ 024"o.e.—
8"'W1OE (NOM.) CMU
FULLY GROUTED
'1f BARS PER
SCHEDULE —
'X' BARS PER
SCHEDULE
LAP 24' MIN.
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON FILTER FABRIC—
SLOPE TO DRAIN. WATERPROOF,
BACKSIDE OF RETAINING WALL—
WET—SET FIRST3,1COURT/4
CONT. C'22—d4
CONTCONT.
CONC. FTG.
Y BARS PERSCHEDULECONE
KEYALIGN
WITHFACE OF WALL
If + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
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LL OR OTHERWISE
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NO SCALEE
SEAL:
4)
jECT:
pROPROTO 11 STANDARD PLANS
WIND EXPOSURE C AT 110 MPH ce)
REV A CESrRFM�j l.A. LA QUINTA_ CA
TYPICAL DETAILS
No. C596.16
\\EXP. 6/30/18
DATE-: E02 -Cl -17 �n
PROTO-11-im V/ALL SYSTEMS P., IVI
41800 TME ATM GARY OTTO
CASCADES COUFr P.Roi No.: M
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P"E IFCW.1, 6:�T NOT NOTED
AS OCC,. --
4. EA�, tj "-.R ARCH. fo
DIN COURSE M7 7,,
U A: Sl-, W7 SV %
XCrTE EG L' -S mol
5 13.CUMED liES I', Top A:.j A' MrU It, CL,
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ACWL',- TC RLASTER FER �-3- PILASTEP LAY . A!n OF TO
GROL;T trrcii ALL ARrUqE- RrINFucu O� 6* -0* MAY Of SOL FRLvIrZ-j
A'- LICAE" AAU SECTION DETIX FUSE3FOOTWI./CMU ALbR-G
CMU W -U, Pc�- RVIVIED FACE W-TCY!ES M:,%
-REWIP90riS G,
DEIAI,.. AS; CCCIjiS S--CN� V�-N"R XND A7AP—Q:17, WALL
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6.1 CMU PILASTERTYPICAl
""�No Su -Ir.
N OF LA INTA
I CIN k -q
BUILDING & SAF -TY T.
APPROVED FESS
FOR CONSTRUCI 10i
PROJECT: PR TO 11 STANDA D PUt <e,,Fye
WIND EXPOSURE C 'AOH'::�HS
-ZCK 03-07-11 LAQUINTP
IEV CA.. TnL--: 2) M
TYPICAL DETAILS 110 No, C696,16
EX . 6/30/18
z"ll CKE i PROTO-16 WALL SYSTER DATF-, 02-,'t&17 CIVIL
WIG -1: Trl 1211 rl 418WCASCACES� ATrN"GARYc PROJ NO: ST, D
' S 10 T�J,�K-��TCA plw (951) 694-
rH '23 0. QA SHEET: CAIL\F
- 2 3 1 eT7m a 6 q 1
FOOTING P�` A
44 HORIZONTAL-REBAR
(USE BONG) BEAM BLOCK)
#4 VERI ICAL REBAR AT 24"
--' MAX. SPACING
(REBAR IN CENTER OF CELL)
FOOTING OPTION "B"
#4 HORIZONTAL REBAR CONTINUOUS
- AT 32" MAX. ABOVE TOP OF RETAINING WALL _.
(USE BOND BEAM BLOCK) I!
6 MAX NON -RETAINING POR'T'ION OF WALL O'MAX
8" BI..00K
i' (GROUT ONLY CELLS WITH REBAR) �, I
(2) - #4 HORIZONTAL REBARS
AT TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
/
RETAINING PORTON OF WALL
L8" BLOCK
FINISH GRADE /� ^^ (SOLID GROUT ALL CELLS) ,� FINISH GRADE --- -
- RETAINCD? •L
ETAINEDoEARTH — OMIT HERO JOINTS—�\ FOR DRAINAGE --'�2'MAX i' (FIRST COURSE ONLY) �)► 3" MAX.2'MAX
3" P1AX.(3)•#4HORIZONTAL-REBARS
� i 6•, i 1 Fi�jI-.T.GRA —iilll=1111= 4"
r �}-ti
V+
I f { 12"'p3��
i !
q" #4 REBAR
AT 24" SPACING — I
8 I PNITH 6" MIN HOOKS AlENDS FOR OPTION -B")
r
24" .
THE FOLLOWING INSPECTIONS ARE REQUIRED:
ALL FOOTINGS ADJACENT TO
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED
SLOPES TO BE AT LEAST 5' TO
3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT.
DA -LIGHT AS SHOWN BELOW.
2) REBAR/PRE-GROUT; BOND BEAM REBAR AND VERTICAL REBAR IN PLACE -
INSPECTION PRIOR TO PLACING GROUT.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT.
NOTES:
1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS
BorroM
BEFORE BEGINNING CONSTRUCTION.
« 5* MIN.
2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
f'OCTING
OBSTRUCTED.
3) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINI ! 'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
6) NOT DESIGNED FOR SURCHARGE LOADS FROM
VEHICLES OR STRUCTURES,ot
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE BLOCK WALL
WHEN PROVIDED WITH AN ENGINEERED 4 «.
ANALYSIS. USE OF THIS STANDARD DESIGN Fa°' �� ATOP 21 RETAINING WALL
IS AT THE USER'S RISK AND CARRIES NO P1ION)L (7 60) 777-712578-1 95 CAiAAP;'I'AMPICO
IMPLIED OR INFERRED GUARANTEE AGAINST IA QUINTA, CAU ORNIA.92253
FAILURE_ OR DEFECTS. FAX (760) 777-7011 to/q/vwl CPMMUNITY DEVELOIIMENf DEI'L TACE. 1 0I+2