BWFE2019-0236A.
78-495 CALLE TAMPICO Q �i
D��'lJ
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2019-0236
Property Address:
53205 HUMBOLDT BLVD
APN:
767700010
Application Description:
MCCLURE / 123LF GARDEN AND 176LF RETAINING WALLS AT PL
Property Zoning:
Application Valuation:
$20,000.00
Applicant: n
ZACHARY HANAN -DISCOVERY BUILDERS CALIFORNIA INC ❑ F� 43$
14605 N 73RD STREET v
SCOTTSDALE, AZ 85260 NOV 18 2019
CITY OF LAQUINTA
DESIGN & DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
(commencing with Section 70001 of Division 3 of the Bu Iness and Professions Code, and
my License is in full force and effect.
License Class- B License No.:
Date: + 150
Contractor: /�
I hereby affirm under penalty of perjury thafll 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.).
(_) 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
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 N
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/14/2019
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.: 915336
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'
cc peosa 'on, as provided for by Section 3700 of the Labor Code, for the performance
of the for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Sect 700 of the Labor Code, for the performance of the work for which this permit is
issued. y workers' compensation insurance carrier and policy number are:
Carrier: TRAVELERS PROPERTY —CASUALTY COMPANY OF AMERICA 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 37 f the Labor Code, I shall fo hwith
comply wit thhos provisions.
Date: Ap % >c
WARNING: FAILURE TO SECURE WORKS COMP TION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECTAN EMPLOYERT IMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS 00,0001. 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 elating to building
construction, and hereby authorize representatives of this city to ter upon the above -
mentioned p oper for inspection purposes,
Date: I N Signature (Applicant or Agent): 7
Date.- 11/'14/2019
Application Number:
BWFE2019-0236
Property Address:
53205 HUMBOLDT BLVD
APN:
767700010
Application Description:
MCCLURE / 123LF GARDEN AND 176LF RETAINING WALLS AT PL
Property Zoning:
Application Valuation:
$20,000.00
Applicant:
ZACHARY HANAN - DISCOVERY BUILDERS CALIFORNIA INC DBA DB
14605 N 73RD STREET
SCOTTSDALE, AZ 85260
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.: 915336
Detail: 123LF OF 6' GARDEN WALLS [ANGELUS SPECIFICATIONS 5-1.2LQ] AND 176LF OF 2'-6" RETAINING WALLS [ANGELUS SPECIFICATIONS 5-1.7LQ]
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. PER 2016 CALIFORNIA BUILDING CODES.
FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$64.40
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 10OLF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $185.15
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
ta � PERMIT # OBWTA P"(0 4"' 0 2P 05(0
-UAN LOCETIQN.
Project Address:53•Zos- q� 'J�• Project Description:
Applicant Name:Accluek- & wte)
Address: Q1A 940 r
City, ST, Zip: �� C -L
Telephone: -15,- tD 3'1-
Email: Nti�.�lc-wt��0 �'l �"tih,� � • C,D^'�
Valuation of Project $ ZC� 000
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
A
r *. I t �7 t
OFFICE USE ONLY
#
Submittal
Required
Received
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
BLOCK CO., INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
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.
NOTES:
r 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
IGRADE 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 = 2500psi ® 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 -AND -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 E-Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE 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'-0"o.c. IF WALL 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.
MASONRY FENCE WALL SCHEDULE
'H' MAX.
X' BARS
16" LONG CMU 18" LONG CMU
D' MIN.
6'-0"
4048"o.c.
4054"o.c.
7-4
6'-8"
4040"o.c.
4045"o.c.
2'-7"
7'-4"
4032"o.c.
#4®36"o.c.
2'-8"
8'-0"
4024"ox,
4027"o.c.
2'-10"
WALL DESIGN IS ADEOUATE FOR 2 1 MIN, SLOPE
WITH NO SETBACK.
GHL INC
ARCHITECTURE - ENGINEERING
228 East Badillo Street Co�ft CA 91723
T: 626.938.1595
F: 626.938.0485
6' to 8' High Site Wall
Trench Footing
C o 110mph cult.
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
8 STD, LADDER TYPE
#5 STD FOR SLUMPSTONE)�
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"cxc
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
ZI
x o
a w
'X' BARS PER c=2
SCHEDULE ® _ Ln
CTR. OF WALL ir
w
a
DWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
F.G.
WET -SET FIRST
COURSE
2—#4 CONT.�
CONT. CONC. FTG
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A 6,1,n DATE: 09/2 1/2018
SETBACK
ITI '#. 2' MN,
8^ , 5'-0" MIN.
CONT. TO DAYLIGHT
C� G
N47 85881 �
is EXP. 9-30-20
F OF cp41F�
DATE SIGNED 9-10-18
5-1.2LQ
#16-077
_ www ghl-ae com
BLOCK CtQ INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1 DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0,25. COHESION = Opsf
5, CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 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.
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
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM COD. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —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 E—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
2000PS1.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE 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'—O"o,c. OR 20'—O"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
O. 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.
I2, FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MAhUNHY RETAINING WALL SCHEDULE
'H, X BARS Y' BARS B' MIN. 'C' MIN. D'
16" LONG CMU
r2Z'-0"4®32 o.c. N/A 1'-5" 1 N/A I N/A
2' to 6' High Retaining Wall
Level Backfill
8" Wide CMU
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
OPTIONAL WALL CAP
#4 HORIZ. 024"o.c.
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
uj
SCHEDULE
=o
w
'X' BARS PER
?
_
SCHEDULE
LAP 24" MIN.
.
w
a
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
"OUTSIDE FACE
MIRAFI 140N FILTER FABRIC—
OF BLOCK TO
SLOPE TO DRAIN. WATERPROOF
OF VERT, TYP.
BACKSIDE OF RETAINING WALL
—
F_G. z
�
1Pg
■ U
WET —SET FIRST
COURSE
#4 CONT. 012"o.c. —
— ■
2—#4 CONT.
CONT. CONC. FTG.
'Y' BARS PER 3" CLR.
3�R• v
SCHEDULE Typ.
CONC. KEY
ALIGN WITH 'D'
12"
FACE OF WALL
—8"
42"o.c.
NA
1'-10"
0'-3"
LOADING®c
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
3'»4"
4®32"o.c.
N/A
V-11"
0'-6"
00''--96"
"
N/A
2'-5"
O'-8"
0'-9"3
A
0'-9"
N A
3'-3"
1'-1"
V-0"
401Co.c_
4®8"0.�.
4'-0"
1'-3"
11-c
CITY OF LA QUINTA
DIVISION
APPROVED
APPROVED
r V L
CONSTRUCTION
BY: A DATE: 09/21/2018
GHLBUILDING
INC.
ITECTURE � ENGINEERING
19 Covina,CA91723FOR
38 159538 0485
0=L228E,stB,di11o5t,eet
wwyhkye.cvm
PER
DATE SIGNED 9-10-18
S-1.7LQ
#16-077
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