BWFE2017-011878-495 CALLE ; 4,MPICO T 0 D stP Qumro
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2017-0118
Property Address: 53680 AVENIDA MENDOZA
APN: 774133009
Application Description: KNALL ENTERPRISES /50' 6' HIGH RETAINING WALL INSIDE REAR PL
Property Zoning:
Application Valuation: $3,500.00
—\ 0 0
Applicant:
BLOCKWORKS INC DBA A A MASONRY
77-700 DELAWARE PLACE PALM
PALM DESERT, CA 92211 JUN 2 $ 2017
CITY OF LA CiUINTA
DESIGN AND DEVE1.OP%-1c�dT 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: C29 License No.: 804168
attL,M o?i / C • etor:
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.).
( ) 1, 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: 6/28/2017 V
Owner:
KNOLL ENTERPRISES INC
74386 MYRSINE AVE
PALM DESERT, CA 0
Contractor:
BLOCKWORKS INC DBA A A MASONRY
77-700 DELAWARE PLACE PALM
PALM DESERT, CA 92211
(760)360-7388
Llc. No.: 804168
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
o*,,O—av-e
or w h this permit is issued.
and will maintain workers' compensation insurance, as required by
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: MID-CENTURY INSURANCE COMPANY Policy Number: A09472165
—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, l shall forthwith
comply with those provisions. /
Mte'"li�'�RE
WARNING: FAILO PENSATION C GE 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.
t
Date: 6/28/2017
Application Number: BWFE2017-0118 Owner:
Property Address: 53680 AVENIDA MENDOZA KNOLL ENTERPRISES INC
APN: 774133009 74386 MYRSINE AVE
Application Description: KNALL ENTERPRISES /50' 6' HIGH RETAINING WALL INSIDE REAR PL PALM DESERT, CA 0
Property Zoning:
Application Valuation: $3,500.00
Applicant: Contractor:
BLOCKWORKS INC DBA A A MASONRY BLOCKWORKS INC DBA A A MASONRY
77-700 DELAWARE PLACE PALM 77-700 DELAWARE PLACE PALM
PALM.DESERT, CA 92211 PALM DESERT, CA 92211
(760)360-7388
Llc. No.: 804168
---------------------------------------------------------------------------=----------------
Detail: 501-F OF 6' GARDEN W/3'4"' RETAINING INSIDE EAST PROPERTY LINE [CITY 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.
DESCRIPTION
FINANCIAL •• • •
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404 0
$50.67
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE -FIRST 100 LF PC
101-0000-42600 0
$63.33
Total Paid for BLOCK WALL:
$114.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS 561473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Biri #
City Of La Quinto
Building 81' Safety Division
78-495 Calle Tampico
La Quinta, CA 92253.- (760)777-7012
Building Permit Application and Tracking Sheet
Permit #
Gt✓
Project Addr
Owner's Name:
A. P. Number: 3bt)q
Address: _ 3UP fie—
Legal
Legal Description:
City, ST, Zip: Y
Contractor:
e
' T le P hone:
Address: eJq, a!
Project Description:
City, ST, Zip: S CA 7 a. (t
C QAA11r
Telephone:
hone- %4
-
1
State Lic. # : 0
City Lic. #:
Arch., Engr., Designer.
Address:
City, ST, Zip:
Telephone:
eP hone:
n
Co tru
s ction type: Occupancy:
P
State Lic. #:ProJ
ecttYPe (circle one): New Addn Alter Re
'n pair Demo
Name of Contact Person:
5 dL F
I # Stories:
# Units:
Telephone # of Contact Perso .
Estimated Value of Project: 3
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACICI NG
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
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.M.I.
H.O.A: Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
GHL INC.
PI,".1HR ARii:=NG11�'EEklivC:i
228 East Badillo Street 1 Covina, CA 91723 ..
T: 626.938.1595
F: 626.938.0485
wv`•N.yhloe.com
CITY O LA QUINTA
BUILDING & SAFETY DEPT.
.APPROVED
FOR -CONSTRUCTION
DATE 4�1 ?l1BY—C_ —_—.
�c EXP. 9-30-18 *
s-1, C` / V \ \_
OF C ALF
DATE SIGNED 4-12-17
S-1.6LQ
#16-077
6' High .Wall
2' to 4' Retaining
Heel
-in Footing
BLOCKCO..INC.
C ®110mph (ult.)
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
Risk
Category I
DESIGN CRITERIA:
6A/8'
Wide CMU
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
OPTIONAL WALL CAP
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
STD. LADDER TYPE
E
PROJECT SPECIFIC SITE.
I5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE,---
OURSE,
AT FIRST COURSE, AND 24"o.c.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FENCE
'H' + 12"
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
6" WIDE (NOM.) CMU
DISTANCE TO EDGE OF
w/ 'Y BARS PER
NEAREST ADJACENT
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD–DRAWN STEEL
SCHEDULES CTR.
FOUNDATION
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
OF WALL. GROUT
CELLS w/ REINF.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ®28 DAYS,'UNLESS
o
X
OTHERWISE REQUIRED BY SOILS REPORT.
I
Q
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
#4 HORIZ. 024"o.c.
BLOCK. PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR'
0 RETAINING
WITHOUT- MORTARLESS HEAD JOINTS (TONGUE–AND–GROOVE), OR
OPTIONAL CHAMFER
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
4"0 SDR 35 PERF. PIPE w/
BACKFILL -
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
1c.f. 3/4" GRAVEL WRAPPED IN
WELL GRADED, CLEAN
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPORTIONS AND
MIRAFI 140N FILTER FABRIC–
SANDS OR GRAVEL OR
.REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
SLOPE TO DRAIN. WATERPROOF
COMBINATION
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY
BACKSIDE OF RETAINING WALL
USC= GW,GP OR. SW,SP
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
8"' WIDE (NOM.) CMU
i _fir
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
FULLY GROUTED
2000psi.
2j" OUTSIDE FACE
w
)FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETEOF
'X' BARS PER
BLOCK TO
IS PLASTIC.
SCHEDULE, LAP
¢. OF' VERT
w .
_
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
=
N
VERTICAL CONTINUITY OF THE CELLS.
F.G.
w
o
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
WET–SET FIRST ? i'
MORTAR WASHED
COURSE
10. GROUT ALL CELLS WITH REINFORCEMENT.
#4 CONT.
N
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
#4 CONT. 0 12"o.c. v
}
M=— •=�
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
"7
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS
CONT. CONC. FTG.
3 C
SEE DETAIL SHEET S-5.1.
J.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
CONC. KEY
12" 12"
MASONRY FENCE RETAINING WALL SCHEDULE
X' BARS 'Y BARS
H' B' MIN.' C' MIN.
B' MIN.
16' LONG CMU 16" LONG CMU
PER SCHEDULE
2'-0" 4®32"o.c. 4048"o.C. 2'=9" N/A
LOADING
2'-8" 4032"o.c. 4048"o.c. 3'–O" N/A
ROFESSIP p
1. SEISMIC, 5% DAMPING 0 1 SECOND
C7
3'-4" 1 #4032"o.c. #4048"o.c. 3'-5" N/A ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
Uj
MAXIMUM WINO OR SEISMIC
4'-0" 4032"o.c. 4048"o.c. 3'-11" 0'-2" LOADING.
m
_ AIn QcQ1 f*1
GHL INC.
PI,".1HR ARii:=NG11�'EEklivC:i
228 East Badillo Street 1 Covina, CA 91723 ..
T: 626.938.1595
F: 626.938.0485
wv`•N.yhloe.com
CITY O LA QUINTA
BUILDING & SAFETY DEPT.
.APPROVED
FOR -CONSTRUCTION
DATE 4�1 ?l1BY—C_ —_—.
�c EXP. 9-30-18 *
s-1, C` / V \ \_
OF C ALF
DATE SIGNED 4-12-17
S-1.6LQ
#16-077
w.
GENERAL INFORMATION
C Ll1 ` �OWNER: ,� S 5 ' • �/ a A - �; KNALL ENTERPRISES, INC.
J G••y\ 366 NEAVE.
' ` « ♦ � • • •' � "'� - + - - ` M . 1 . , ' � w. � • •,3 .y- PALM DESERESERT, CA 92260
9 •�� _ + �. / % LEGAL DESCRIPTION: LOT 18, BLOCK 242
K
/ a, APN: 774-133-009
^» • �'~ '• r • ` c [ • PROJECTADDRESS: 53-680 AVENIDA MENDOZA
e �A I`) • iii • LA OUINTA, CA 92253
- ♦ • " .{ n., `� . ' . ` - . / . ZONING: I . RC
40' 0 5'-0"
ETBAC OCCUPANCY:' �R-3
ETBAC
� ' ` � ��� TYPE V-8 NON -RATED
AREA TABULATIONS
50 RESIDENCE 1,854 SO.FT.
ky •_ • - _ . ......••••+ _ _ ,. •' ' GARAGE/MECHANICAL 395 SOFT.
n , ,r QAC CONDENSER .,. 7 �^^ +FM."'f �'*'^? ••• '� - J .I # r 466 SQ.FT.
COVERED PATIO
4 x SET ON 4'X4'CON •""•c .•,. "'HIGHPOINT' •It`'•1 t
- ' � _ ~ • O PAD TOP Of PAD TO 1%� — _ ' b O ItL ', TOTAL SITE TOTAL STRUCTURE 2,715 SO.FT.
_ "�'- • bcl BE NO LESS THAN 3' , 5,000 SOFT;
GRASS b +• 2,715 / 5.000
^y ABOVE GRADE rn -� TOTAL LOT COVERAGET y 54.3%
k y a zoo AMP
• ' ELECT. PANEL----,
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PROPOSED HOUSE FOOTPRINT FINISH GRADE
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THE DEVELOPER/CONTRACTOR/OWNER IS
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• -
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VISIBLE AND LEGIBLE
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CUTOUTAT
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LINES) WITH THE PUBLIC WORKS DEPARTMENT.
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- CITY SEWER FLORIDIUM (BLUE PALO VERDE)
AVENIDA MENDOZA
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SITE PLAN
SCALE: 1/8" = 1'-0" )
NORTH
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Date: 10/25/2016
Sheet