BPOL2019-015378-495 CALLE TAMPICO Tityl D "i- VOICE (760) 777-7125
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 8/5/2019
Permit Type/Subtype: POOL/PRIVATE Owner:
Application Number: BPOL2019-0153 DONALD GENE CHURCH / STELLA C. CHURCH
Property Address: 54140 AVENIDA CORTEZ 54140 AVENIDA CORTEZ
APN: 774192007 LA QUINTA, CA 92253
Application Description: CHURCH / POOL AND EQUIPMENT WALL
Property Zoning:
Application Valuation: $20,000.00
Applicant: �� D Contractor:
STONECREEK POOLS & SPAS INC -\ STONECREEK POOLS & SPAS INC
104 CALLE LOS HIBISCOS P
Z 104 CALLE LOS HIBISCOS
��9� 0 5 2019
RANCHO MIRAGE, CA 92270 RANCHO MIRAGE, CA 92270
(760)601-6003
CITY OF LA QUINTA Llc. No.: 365900
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 Profess i node, and
my License is in full force and effect. 365900 I ' License Class: C27, C53 License No.:
Date: Contractor:
I hereby affirm under penalty of perjury t am exempt Prom a Contractor's State
License Law for the following reason (5 . 031.5, Business a V,Professions Code: Any
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
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:
WORKER'S COMPENSATION DECLARATION
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 th �� k for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
c 3 S00 of the Labor Code, for the performance of the work for which this permit is
fss�ed. My workers'compensation'insurance carrier and policy number are:
Carrier: WESCO INSURANCE COMPANY Policy Number: WWC3400823
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 wor
compensation laws of California, and agree that, if I should become subje o the ]
workers' compensation provisions ofSecti 00 the Labh
comply with those provisions.
Date: rr Applicant:
WARNSNG: FAILU E TO SECURE WORKE ' CO PENSATION C ER�� EIS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER T RI I AL PENALTIES AN17 CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS 51,00,000), 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
fallowing 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 t
I agree to comply with all city and county ordinances and state laws relating to b
construction, and hereby authorize representatives of this city to niter upon the
mentioned property for inspection purposes.
Date: �r Signature (Applicant or Agent): %
/r
Date: 8/5/2019
Application Number:
BPOL2019-0153
Property Address:
54140 AVENIDA CORTEZ
APN:
774192007
Application Description:
CHURCH / POOL AND EQUIPMENT WALL
Property Zoning:
Application Valuation:
$20,000.00
Applicant:
STONECREEK POOLS & SPAS INC
104 CALLE LOS HIBISCOS
RANCHO MIRAGE, CA 92270
Owner:
DONALD GENE CHURCH / STELLA C. CHURCH
54140 AVENIDA CORTEZ
LA QUINTA, CA 92253
Contractor:
STONECREEK POOLS & SPAS INC
104 CALLE LOS HIBISCOS
RANCHO MIRAGE, CA 92270
(760)601-6003
Llc. No.: 365900
Detail: POOL AND EQUIPMENT WALL FRONT YARD, WITH 3 LF OF CITY STANDARD BLOCK WALL [POOL ENGINEERING.] NEW EQUIPMENT MUST BE
LOCATED IN AN APPROVED LOCATION EITHER WITHIN THE FRONT OR REAR YARD SETBACKS, OR 5' MINIMUM FROM THE SIDE P/L- FIELD VERIFY.
ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. SPECIAL INSPECTION REPORT REQUIRED AT PRE PLASTER. 2016
CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.37
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$66.71
Total Paid for BLOCK WALL: $120.08
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
SWIMMING POOL/SPA
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
0
$108.87
Total Paid for POOL / SPA: $308.99
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
Qlw�fra
ta
CAL11; R�i 1 --
PERMIT,"
P
Project Address: �� �Z
Project Description:
APN #:
Applicant Name:
Address:
City, ST, Zip:
Telephone:
Email:
Valuation of Project $y
Architect/Engineer Name: Construction Occupancy:
Address: Grading:
City, St, Zip
Telephone: Bedrooms: Stories: # Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name: . /
Address: o 3 Z—
New Commercial / Tenant Improvements:
Total Building —SF
'City, ST, Zip
Construction Type: Occupancy:
Telephone;
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
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
I
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
July 17, 2019
City of La Quinta
TO WHOM IT MAY CONCERN:
My name is Gene Church located at 54140 Avenida Cortez, La Quinta and I authorize my Contractor
Stonecreek Pools & Spas Inc to pull the permit for my pool. James Foley is the President and I authorize
him to be my representative to pull the permit at the above location.
4Th ks
'f' ram='
Cene Churc -
d
FOOTING OPTION "A"
I
HCIGHT FROM TOP
OF FDOTfNG
!
I
r+
®P'T101rl "B„
#;'•'4 HORIZONTAL REBAP.
(USE BOND BEAM BLOCK) - -
--- 6" OR 8" BLOCK
�- #4 HORIZONTAL AT 32" MAX. O.C. ^�1
(USE BOND BEAM BLOCK)
SEE TABLE "A" SEE TABLE "B"
FOR REBAR SIZE FOR REBAR SIZE —
AND SPACING AND SPACING
k C)C,tT- n .OAy IN CV'n Ft? Of' CEI I i ILCCA'f6 RV.BAR I.v r:};.Nr, R of
( 1 0( 0 #4 REBAR
12" 10"
REVERSE
DIR;CTION OF 4"W"
HOOK ON EVERY (FOOTING WIDTH)OTHER RFeAI�
SEE TABLE "A"
f - _. - ....�......_. (2) - #.4 REBAR
F coNrlNuous
ALL F001 INGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHTAS SHOWN BELOW.
uaTlona �4.
o-
rooTrNc
NOTES:
i) 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
REGULATIONSSEFORE 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, A61 5, GRADE 40 MINIMUM,
o) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO 6E ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
"SEE PAGE 2 FOR ADDITIONAL INFORMATION -
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USERS RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
.FOOTING
H,
HE1GFii FROhS T'OP
OF FOOTING
1p12"
'tFOQTING WIDTH)
SEE TABLE "B"
' 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"
#Q• @ 24" O.C.
CHECK WITH_THE BU(LDIt`!C; DEPARTMENT TO
VERIFY IF A BUILDING PERMIT IS REQU.[RED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED-.
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/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
i�1/.NIFORMITY PROGRAM
�
FREESTANDING BLOCK W
PhIONC: (760) 77?-71?,5 7r3-195 CAI,LI; `fAldt'IC-fJ
i.tt gUIN'1`i1. C'f\I:I.P012.N1r1 922,53
FAX (760)l77-7011 l(lfJ12014 COn9MJNI'll'UIVELi]!°h(ItiNfI:)11'T. I'S4CF1OP1
FO
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF) = 30
PASSIVE SOIL BEARING (PSF) =1 50
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) =1 500
WIND = 20 MPH. EXPOSURE C
SEISMIC:
NA= 1.3. Nv=1 ,6. Z=0.4, SOIL PROFILE=So
W59TERN RlvERBIDE COUNTY CODE UNIFOTZMITY PROGRAM
•;f
C
FREESTANDING BLOCK WALL
PHONE (760) 777-7125
FAX (760) 777-7011 I xo/9/s014
78-405 CA1,1,I TAMPIC'O
Q1,11INTA, GAMPORNIA 92251
COmuau.rary urwr•.i c:•rbsrtn IYK�9'. F'Ai:i; 7 or