BWFE2019-026878-495 CALLE TAMPICO T 0 D 4Qum&
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype:
WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2019-0268
Property Address:
54020 DEL GATO DR
APN:
770380003
Application Description:
BALLARD / 475 LF BLOCK WALLS
Property Zoning:
Application Valuation:
$30,000.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
DISCOVER INV
888 SAN CLEMENTE STE 200
NEWPORT BEACH, CA 0
Applicant: �� Contractor:
SUNROSE CORPORATION D
!� \ SUNROSE CORPORATION
72850 SOMERA RD zr 72850 SOMERA RD
DEC 3 0 2019
PALM DESERT, CA 92260 PALM DESERT, CA 92260
(442)324-2298
CITY OF LAQUINTA Llc. No.: 533670
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 Business and Professions Code, and
my License is in full force and effect.
License Class: B License No.: 533670
Date: 2r —L 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.).
(_) 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 Na
Lender's Add
Date: 12/30/2019
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: STATE COMPENSATION INSURANCE FUND Policy Number: 1948056
_ 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: ! 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 ofthis 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 forinspectionpurposes.
Date: /I]JV Tr (Signature (Applicant or Agent): _1Z
Date; 12/30/2019
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
SUNROSE CORPORATION
72850 SOMERA RD
PALM DESERT, CA 92260
BW FE2019-0268
54020 DEL GATO DR
770380003
BALLARD / 475 LF BLOCK WALLS
$30,000.00
Owner:
DISCOVER INV
888 SAN CLEMENTE STE 200
NEWPORT BEACH, CA 0
Contractor:
SUNROSE CORPORATION
72850 SOMERA RD
PALM DESERT, CA 92260
(442)324-2298
Llc. No.: 533670
Detail: 250 LF OF 6' HIGH GARDEN WALL THROUGHOUT PROPERTY. [CITY SPECIFICATIONS]AND 225LF OF 3'-5' RETAINING ANGELUS 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. 2016 CALIFORNIA BUILDING CODES.
! INFORMATION
FINANCIAL
DESCRIPTION ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$80.50
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$128.80
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
1 Q
1 $67.08
Total Paid for BLOCK WALL 2019: $330.05
DESCRIPTION ACCOUNT CITY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $2.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00
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
p�—�flfli\9 nJrh+ l�BSLiR'I' -W
PERMIT # � l -•
PLAN LOCATION:
Project Address: Ok VeA 6im,+c
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
I:
Applicant Name: iuwb
1 �[
Address: qO-`O1
City, ST, Zip:LA %kh2
Telephone: 'a - 3�� - "/g
Email: Ah11i`9le . c7 �L _ __ �GI, {n''
Cat7
luation of Project
T06'
fJ
Contractor Name: New SFD Construction:
Address- Conditioned Space SF
City, St, Zip �/� Garage SF
Telephone: Patio/Porch SF
Email: Fire Sprinklers _ SF
State Lic: City Bus Lic:
Arch/Eng Name: Construction Type: Occupancy:
Address: Grading:
City, St, Zip
Telephone: Bedrooms: Stories: # Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name: Tl
JL
New Commercial / Tenant Improvements:
Address:
Total Building SF
Construction Type: Occupancy:
City, ST, Zip
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
FOOTING ING OPTION "A"
"
I
i
HEIGHT FROM TOR
OF FOOTING
S
f _I
12"
A T
-
REVERSE ----
DIRECTION OF
HOOK ON EVERY
OTHER RF•E7AR
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK;
6" OR 6" BLOCK
#4 HORIZONTAL AT 32'' MAX, O.C.
(USE BOND BEAM BLOCK)
FOOTING OPTION "B"
` SEE TABLE "A" SEE TABLE "B"
FOR REBAR SIZE FOR REBAR SIZE —
AND SPACING AND SPACING
kxx-.,rE RF..DAR IN=-fY1FR of� CI:F 1 i I60CA'IE RF.'RAR i1 . c'...N PE.R Ui' CI;:2J
FINISH GRADE
(1) • #4 REBAR
�lql ONTINUOUSr-L
(2)-#4REBARCONTINUOUS�I�
—kfkl
(FOOTiNG WIDTH)
SEE TABLE "A'•
TABLE -A"
„H,
VERTICAL
REINFORCEMENT
3'
17"
#, 4 @ 48" O.C.
41
20''
#4 @ 48" O.C.
5'
23''
#4 @ 48" O.C.
6
29"
#4 (a— 24" O.C.
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
77 Tay
130TTQna
D` i h11N
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT RETAINING WALL,
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED,
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC, A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N_
8) REBAR TO BE CENTERED IN MASONRY CELLS.
-SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIfV1ER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS, USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS-
itFOOTING WIDTH]
SEE IABLE "B"
"H"
HEIGHT FROM TOP
OF FOOTING
i
1 Q' 12'
TA®LE;" d3"
' H„
,�W,.
VERTICAL
REINFORCEMENT
3'
1 9"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C_
51
29"
#4 @ 48" O.C.
6'
34"
##4 @ 24'' O.C.
CHECK WITH.THE BU[Lpm. DEPARTMENT TO
V.FRIFY IF -A BLI]LDING PERMIT IS REQUIRED.
WHEN A PERIMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED'
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROJJNDING EARTH/DIRT.
2) REBRAR/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.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
rTdy/ q-, 4 "
4
FREESTANDING BLOCK WALL
F
PHONE (760) 777-7125 78-195 C:ALLI.;'VAM1 f,',,0
i..A Q(ItN'I`A, CAIJIVORNIA 9225.3
FAX (760) 777-701 1 1 fU/9i2U1 f I COMMUNITY UEVEL0Ph1131Yf DISPT. PACE 1 01,2
For
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF)
= 30
PASSIVE SOIL BEARING (PSF)
= 1 50
COEFFICIENT OF FRICTION
= 0.25
ALLOWABLE SOIL BEARING (PSF)
=1500
WIND = 80 MPH, EXPOSURE C
SEISMIC:
NA= 1 ,3. Nv= 1 .6, Z=O.4. SOIL PROFILE=SD
qBCO., 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 1iO4.2, 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 GREA-IER. 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 CSO. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE-AND-CROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. 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 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
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'—O"ox. OR 20'-0"o.c. 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 WITHIN 5'-0" OF A SLOPE
H, 'Y' BARS 'B' MIN. I 'C' MIN. 'D'
16' LONG CMU
2'-0 4032"o.c. N/A 1'-5 N A N/A
3-4 1 #4®32"o.c. I N/A 1'-11" j O'-6" 1 0'-9"
—u
40.5Z O.C.
N A
2''--151"
N A
23'-3
001---198"
:4"
4024"o.c.
N A
""
4®6"o. c.
#40a"o.c.
—0"4®32"o.c.
4
*t228
INC.
ITECTURE - ENGINEERING
t Badillo Street Covina, CA 91723
38 1595
38 0485
www Fjhl oe Qom
2' to 6' High Retaining Wall
Level Backfill
80 Wide CMU
'H' + 12"
r
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. ®24"o.c.--•
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
w
SCHEDULE
0
w
'X' BARS PER
=
_
SCHEDULE
LAP 24" MIN.
o_
4"0 SDR 35 PERF, PIPE W/
1c.f. 3/4" GRAVEL WRAPPED IN
2j"OUTSIDE FACE
MIRAFI 140N FILTER FABRIC—
_
OF BLOCK TO
SLOPE TO DRAIN. WATERPROOF
OF VERT, TYP.
BACKSIDE OF RETAINING WALL
F.G.
U
WET —SET FIRST
COURSE
#4 CONT. 012"o.c.
�.
2—#4 CONT.
N
CONT. CONC. FIG,
'Y' BARS PER CLR.
3" CLR.
U
SCHEDULE T�'P•
TYP
CONC. KEY
ALIGN WITH D'
12"
FACE OF WALL
B' MIN.
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 6 i _ DATE: 09/21/2018
?,OF E5510�
N G,�f
C' a. C`5 �
N117 85681
it EXP. 9-30-20
s9� Cl v
F OF CA��F
DATE SIGNED 9-10-18
S-1.7LQ
#16-077
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BUILDING & SAFETY DEPT. O
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L/ FOR CONSTRUCTION
»
DATE BY
o�
0
SHEET • DATE: &1-151-15
NORTH SGALE. 1" = 10'-0" 1 CONSTftUC ON PLAN
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
FOR O0N8TfiCiC:TiJN
DATE BYA
FAIN
loa
a
Q
SHEET" L-1.2
I)ATe 3-1-15
R4ft'C13
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MNS'fRil(Tl0N PI.A