BWFE2020-0036C 0 C
78-v95 CALLE TAMPICO 17 ei
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype:
WALL/FENCE/CITY STAN DARD/PRE-APPROVED
Application Number:
BWFE2020-0036
Property Address:
44125 CALICO CIR
APN:
604091037
Application Description:
LOCKLIN / 130LF OF GARDEN WALL ON PROPERTY LINE
Property Zoning:
Application Valuation:
$9,000.00
Applicant:
AEE MASONRY INC
78650 AVENUE 42 #816
BERMUDA DUNES, CA 92203
D A� D
FEB 0 4 2020
CITY OF LACISINTA
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: C29 License No.: 1020483
Date: �/��2_0 Contractor: -f§ ' r11- 0A)gy Jlwc
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).:
() 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: 2/3/2020
Owner:
MICHAELJOHN LOCKLIN
44125 CALICO CIR
LA QUINTA, CA 92253
Contractor:
AEE MASONRY INC
78650 AVENUE 42 #816
BERMUDA DUNES, CA 92203
(760)391-0417
Llc. No.: 1020483
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 a work for which this permit is issued.
1 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: 9265212
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:: zli 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: 2 y Signature (Applicant or Agent . y ~—�
'Date: 2/3/2020
Application Number:
BWFE2020-0036
Property Address:
44125 CALICO CIR
APN:
604091037
Application Description:
LOCKLIN / 130LF OF GARDEN WALL ON PROPERTY LINE
Property Zoning:
Application Valuation:
$9,000.00
Applicant:
AEE MASONRY INC
78650 AVENUE 42 #816
BERMUDA DUNES, CA 92203
Owner:
MICHAELJOHN LOCKLIN
44125 CALICO CIR
LA QUINTA, CA 92253
Contractor:
AEE MASONRY INC
78650 AVENUE 42 #816
BERMUDA DUNES, CA 92203
(760)391-0417
Llc. No.: 1020483
Detail: 130LF OF 6' GARDEN WALL ON NORTH, AND SOUTH PROPERTY LINES. [ANGELUS SPECIFICATIONS 5-1.01-Q OR 5-1.21-Q DEPENDING ON LOCATION OF
TREES AT PQ 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. 2019 CALIFORNIA BUILDING CODES.
FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 501-F
101-0000-42404
0
$16.10
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100LF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $136.85
DESCRIPTION ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE 101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
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: $5.00
c Qal,�(ra
PERMIT # �-&FE2—
GF: � nf:L Ui'i;RF —
PLAN LOCATION:
Project Address: 7 -i CAI
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
Applicant Name: _ 1 130 LF
ItJC
Address: �Plea
City, ST, Zip:
Telephone:
Email:
l 'i nr wA.[�o
LJ
CD% Valuation of Project$
Contractor Name: ' ,9A)
New SFD Construction:
Address: Ve
Conditioned Space SF
City, St, Zip ,f?
�! v rn fJ,fyd,✓
Garage SF
Telephone: 3 Y
Patio/Porch SF
Email: � ���� �, 't
� � 1 � •
Fire Sprinklers
[' O �'] S F
State Lic: �Q�� t{�� ity Bus I.ic:
Arch/Eng Name:
Construction Type: Occupancy;
P Y;
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lie: City Bus Lie:
Property Owner's Name:
t New Commercial / Tenant Improvements:
Address: Llc f
Total Building SF
City, ST, Zip
111111111- 1 1, ,v� p
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
AB 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 = 150pef
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACT1VE = 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:
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 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 SHOTSLAST, 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
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'-❑"ox. 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 WAIL SCHEDULE
'H' MAX.
X' BARS
'B' MIN.
16- LONG CMU
18' LONG CMU
6'-0"
4®48"o.c.
40154"o.c.,
1'-11
6'-B"
4040"o.c.
4®45"o.c.
2'-1"
7'--4"
4032"o.c.
4036"o.c.
8'-0"
4024"o.c.
4®27"o.c.
GHL INC
ARCHITECTURE 'ENGINEERING
228 East Badillo Street I Covina, CA 91723
T. 626.938159S
F: 626.938:0485
6' to 8' High Site Wall
Concentric Spread Footing
C o 110mph Wit.)
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)_
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
DWLS. TO MATCH
VERT. REINF. LAP —
24" MIN.
F.G.
WET -SET FIRST
COURSE
2-#4 CONT.
CONT. CONC. FTC.—
ALT. BENDS
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A.DATE: 09/21/2018
J
z w
3" CLR.
TYP.
"ROFE`SS�/o
ca v
NQ' $5"'
�t EXP. 9-30-20
E^ OF C❑
DATE SIGNED 9-10-18
S-1.OLQ
#16-077
4
BLOCK CQ, 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 a 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f m = 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2. EXCEPTION 2, V 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. 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 SLUMPSTQNE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PRE13L.ENDED 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.
r 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'-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 SHFFT 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.
2'-4"
6'-8"
4® 0"0.C.
4045"O.C.
2'-7"
7'-4"
4032'o.c.
4236"0.c.
8'-0"
4024"o.c.
4027"o.c. 1
2'-10"
WALL DESIGN IS ADEQUATE FOR 2:1 MIN. SLOPE
WITH NO SETBACK.
GHL INC
ARC HITR-TURE , ENGINEERING
77E EA1t 9adillo %reet 1 Co�ft CA 91723
T: 626.93:1595
F: 626. 930495
6` to 8' High Site Wall
vrIIUNAL V
f6 STD. LAI
#5 STD FO
JOINT RL7NF
AT FIRST Ci
6" WIDE (N(
GROUT CELL
w/ REINF.
'X' BARS PE
SCHEDULE I
CTR. OF WA
OWLS. TO M,
VERT. REINF
24" MIN.
F.G.
WET —SET FIF
COURSE
2—#4 CONT.
CONT. CONC.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. n,6&j,, DATE: 09/21/2018
Trench Footing
C e 110mph (ult)
Risk Category I
6" Wide CMU
CONT.' TO DAYLIGHT
DATE SIGNED 9-10-18
S-1.2LQ
#16-077
a,
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N-UC K C OLOA
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0-l-V-0F LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE
BY�
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Return to List
N
Cline Robyn
44155 Calico Cir La Quinta, CA 92253
Riverside County
APN: 604-091-038 Built: 1989
Type: Residential I SFR Beds: 4
S q Ft: 1,887
Baths: 2
12/15/2019 Gmail - Block wall fence. AEE masonry
f j j d RECOVEDAllike Locklin <locklJnmj@gmail.com>
FEB- 0-3 2020
Block wall fence. AEE masonry
2 messages CITY OF LA QUINTA
< DESIGN AND DEVELOPMENT DEPARTMENT sun, Dec 15, 2019 at 3:45 PM
Reply -To: " <
To: " , Ernesto Espedcueta <
Price for walls.
74ft length by 6ft height
Presicion Block 6x8x16 color tan
Remove and dump dirt, bushes; wood fence, pull permits, materials and labor
IMNWP*
56ft length by 6ft height
Presicion Block 6x8x16 color tan
Remove and dump dirt, bushes, wood fence, pull permits, materials and labor
V
Sprinkle lines and gates metal by others
Thank you
Sent from Yahoo Mail on Android
underground tooting which may extend under my property as necessary to support the wall locates
upon the property line. If you have any questions call me at or email:
Thank You,
Robyn Cline
44155 Calico Cir
Concurrence:
ZXOichael "Locklin
44125 Calico Cir
RECEIVED
RFR 0 3 2020
r`�T "" PARTMENT
Ad
I
Meeks Joseph A
44095 Calico Cir to Quinta, CA 92253
Riverside County
APM: 604-091-036 Built: 1989 Sq Ft: 1,336
Type: Residential I SFR Beds: 3 Baths: 2
03 06:18 p nr 01-30-2020 1 2 1 17147825584
To: David Meeks Page 2 of 3 2020-01-30 22:51:39 (GMT) 17147825584 From: Joseph Meeks
January 28, 2020
AEE Masonry Inc.
78650 Avenue 42 #816
Bermuda Dunes, California 92203
Property Owner of
44125 Calico Circle
La Quinta, California 92253
City of La Quinta
78495 Calle Tampico
La Quinta, California 92253
RE: Permission to Place Block Wall and Footing
To whom it may concern,
I am the sole owner of the real property commonly known as 44095 Calico Circle, La
Quinta, California 92253. 1 understand that my neighbor at 44125 Calico Circle desires
to construct a block masonry wall along the property line between our properties. I
authorize construction of the block wall upon the property line, including underground
footing which may extend under my property as necessary to support the wall located
upon. the property line. If you ,have any questions or concerns, please feel free to
rpntaGl me #:+-22"220;, or by email at.meeksjoseph@gmail.com.
Th
Joseph A. Meeks
RECEIVED
FEB 0 2 2020
CITY OF LA QUINTA
DESIGN AND DEVELOPMENT DEPARTMENT