BWFE2018-004078-495 CALLE TAMPICO
LA QUINTA,, CALIFORNIA 92253
Permit. Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
C&tyll au 4Q94trw
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/CITY STANDARD/PRE-APPROVED
B W FE2018-0040
53280 AVENIDA HERRERA
774084002
CORONEL / 150LF COMBO AND 100LF GARDEN
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
CORONEL ENTERPRISES
42760 MADIO STREET
INDIO, CA 92201
Applicant: Contractor:
CORONEL ENTERPRISES INC _..� R� CORONEL ENTERPRISES INC
42760 MADIO STREET 42760 MADIO STREET
INDIO, CA 92201 FEB 1 2018 INDIO, CA 92201
(760)775-1234
CITY OF LA QU;`NTA Llc. No.: 727199
DESIGN AND 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 7000) of Division 3 of the Business and -Professions Code, and
my License is in full force and effect.
License Class: B License No.: 72719
Dam V— 15 Contractor: CD,
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).:
(J 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 .
•1 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:
Date: 2/16/2018
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'
compe anon, as provided for by Section 3700 of the Labor Code, for the performance
ofa rk for which this permit is issued.
M
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: BENCHMARK INSURANCE COMPANY Policy Number: CST5011949
_ 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 Sec 'on3700 of the LThall , hall forthwith
comply with those provisions.
Date: P 1 � Appyi a t:
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.
1 agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of t's city to enter on e a ove-
mentioned property for inspection purposes.
Date a -( (- I & Signature (Applicant or Agent):
Date: 2/16/2018
Application Number: BWFE2018-0040
Owner:
Property Address: 53280 AVENIDA HERRERA
CORONEL ENTERPRISES
APN: 774084002
42760 MADIO STREET
Application Description: CORONEL / 150LF COMBO AND 100LF GARDEN
INDIO, CA 92201
Property Zoning:
Application Valuation:
Applicant:
Contractor:.
CORONEL ENTERPRISES INC
CORONEL ENTERPRISES INC
42760 MADIO STREET
42760 MADIO STREET
INDIO, CA 92201
INDIO, CA 92201'
(760)775-1234
------------------------------------------------------
Llc. No.: 727199
-
--
Detail: 150LF OF ANGELUS S1.61-0, 100LFLF OF 6' GARDEN WALL ANGELUS 5-1.1LQ [CITY AND
-----------------------------------
ORCO 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.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF 101-0000-42400
0
$46.80
DESCRIPTION ACCOUNT
QTY
AMOUNT.
WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404
0
$46.80
DESCRIPTION ACCOUNT
QTY
AMOUNT
WALL/FENCE -.FIRST 100 LF 101-0000-42404
0
$52.01
DESCRIPTION ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC 101-0000-42600
0
$65.02
Total Paid. for BLOCK WALL: $210.63
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00 .
Total Paid for RECORDS MANAGEMENT FEE: $10:00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0 .
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
'fh .. '3
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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.
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 COLO -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 8-11 INCH SLUMP,
',ND SHALL. HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
)OOpsi.
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 NTH
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.
13. DO NOT PLACE FOOTING WITHIN '5'-0" OF A SLOPE
i,J
GHL INC
AI?:::HI'1'c�::"11.iKF'' ��lGINcEkINC;
228 East Badillo Street I Covina, CA 91723
T: 626.938.7595
F: 626.938.0485 '
vvw..yhloe.com
6'. High Wall 2' to .4' Retaining
Heel -in Footing
C -® 110mph .(ult.)
Risk Category I
678" Wide CMU
OPTIONAL ,WALL CAP
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE.-
AT
OURSE-AT FIRST COURSE, AND 24"o.c.
AT FENCE .
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE ® CTR.
OF WALL. GROUT
CELLS w/ REINF.
y4 HORIZ. 024"o.c.
0 RETAINING
4"0 SOR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G.
WET -SET FIRST ?
COURSE
,j14 CONT.
#4 CONT. ® 12"o.c.
U
M
CONT: CONC. FTG.
CONC. KEY
LOADING
1. SEISMIC, 57 DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUANTA
BUILDING & .SAFETY DEPT.
APPROVED.
FOR CONSTRUCTION
DATE y /22111 BY
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
to
OPTIONAL CHAMFER
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2j" OUTSIDE FACE w
OF BLOCK TO 0
Q OF VERT w
N.
- "-�
3" C R.
12" 12"
B' MIN.
PER SCHEDULE
QROFESS/OA/
G q�
N0..85681 ;u
it
EXP. -
30 -18
sTgT v
F OF C ALF
DATE SIGNED 4-12-17
S-1.6LQ
#16-077
U
to
0.
MASONRY FENCE RETAINING WALL SCHEDULE
,H,
'X' BARS 'Y BARS
160 LONG CMU 16" LONG CMU
'B' MIN.
C'. MIN.
2'-0"
4®32"o.c.
4®48"o.c.
2'-9"
N/A
2'-8"
4032"o.c.
4048"o.c.
3'-0"
N/A
S-4"
4®32"o.c.
4®48"o.c.
3'-5"
N/A
4'-0"
4®48"o. r I
3'
i,J
GHL INC
AI?:::HI'1'c�::"11.iKF'' ��lGINcEkINC;
228 East Badillo Street I Covina, CA 91723
T: 626.938.7595
F: 626.938.0485 '
vvw..yhloe.com
6'. High Wall 2' to .4' Retaining
Heel -in Footing
C -® 110mph .(ult.)
Risk Category I
678" Wide CMU
OPTIONAL ,WALL CAP
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE.-
AT
OURSE-AT FIRST COURSE, AND 24"o.c.
AT FENCE .
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE ® CTR.
OF WALL. GROUT
CELLS w/ REINF.
y4 HORIZ. 024"o.c.
0 RETAINING
4"0 SOR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G.
WET -SET FIRST ?
COURSE
,j14 CONT.
#4 CONT. ® 12"o.c.
U
M
CONT: CONC. FTG.
CONC. KEY
LOADING
1. SEISMIC, 57 DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUANTA
BUILDING & .SAFETY DEPT.
APPROVED.
FOR CONSTRUCTION
DATE y /22111 BY
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
to
OPTIONAL CHAMFER
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2j" OUTSIDE FACE w
OF BLOCK TO 0
Q OF VERT w
N.
- "-�
3" C R.
12" 12"
B' MIN.
PER SCHEDULE
QROFESS/OA/
G q�
N0..85681 ;u
it
EXP. -
30 -18
sTgT v
F OF C ALF
DATE SIGNED 4-12-17
S-1.6LQ
#16-077
U
to
0.
BLOCSince 1946
K CO., INC.
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 f0 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 BAR$ IN CELLS.
12. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL 8E 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 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
r 'OOpsi.
7. FIRST COURSE MAY BE WET—SET 1. 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
j 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'-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.
13. DO' NOT PLACE FOOTING WITHIN 5'—.,0 OF A SLOPE
.MASONRY FENCE WALL SCHEDULE
w
'H' MAX.
'X' BARS
16" LONG CMU 18" LONG CMU
'B• MIN.
6'-0"
4®48"o.c. 4®54'0.c.
2'-6"
•
w
QROFESS/%
6'-8"
4040"o.c. 4®45"o.c.
2--g-
'-9"7'-4"
7'— 4"
4032"o.c. 4036"o.
r`1
�c EXP.— 30-18
±:2
�9r C i v.
8'-0"
4024"o. C. 4027"o.c. 1
3'-3"
GHL INC.
P.t'•C'I-i1T ':;TUrP.' ENC' INIERING
228 East Bad!llo Street I Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
wewv.ghFoe.com
6' to 8' High Site Wall
Eccentric Spread Footing
C ® 110mph (ult)
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
#5
STD. LADDER TYPE
STD FOR SLUMPST
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
I
IDWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
F.G.
WET—SET FIRST
COURSE
2—#4 CONT.
CONT., CONC. FTG.
CjTY OF LA QUINTA
BUILDING &SAFETY DEPT.
FoPPROVED
CONSTRUCTION
DATE III BY,
w
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w
QROFESS/%
o_
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DATE SIGNED 4-12-17
S_l*lLQ
#16-077
3" CLR.
TYP.
'B' MIN.
PER SCHEDULE
QROFESS/%
G q�
C7
N0. 85681
r`1
�c EXP.— 30-18
�9r C i v.
OF Cp\.\F0
DATE SIGNED 4-12-17
S_l*lLQ
#16-077
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V
-------------
CITY OF LAQUINTA
PT
BUILDING & SAO=
DE.
APPROVED
FOR GONSTRUcTioN