14-0077 (RPL)sem. PO. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
Applicant:
14-00000077
53725 AVENIDA VALLEJO
774-122-026-12 -000000-
POOL - RESIDENTIAL
COVE RESIDENTIAL
30000
VOICE (760) 777-7012
.,.;.�� FAX (760) 777-7011
BUILDING "& SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 1/27/14
Owner:
STOCKDALE, CHARLES D
50855 WASHINGTON ST #C217
LA QUINTA, CA 92253
Contractor:
Architect or Engineer: LAGUNA FALLS CUSTOM POO , 8 S
P.O. BOX 2322
INDIO, CA 92202^�,! d{jall1
4� (760)347-8977
Lic. No.: 818149
CITY OF LA QUINTA
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 arV Professionals Code, and my License is in full force and effect. -
License C3 149
-11 Date: ��1'5Y
Contractor.
OWNER -BUILDER DECLARATION y
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—) 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 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.).
1 _ ) I am exempt under Sec. , BAP.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:
LQPERMIT
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 NORGUARD INS Policy Number LAWC010355
_ 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 bec 4 me subject to the workers' compensation provisions of Section
�1 700 of the Labor Code, I sh I forthwith Com os provisions.
Date: f Z"9 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 Director of Building and Safety 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 Quima, 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 1 have read this application and state that the above nformation is correct. I agree to comply with all
city and county ordinances and state laws relating to building co struction, and hereb uthorize representatives
of this co. my to upon the above-mentioned property for ' action pu -
Date: ` / Signature (Applicant or Agent
Application Number . . . . . 14-00000077
Permit . . . POOL 2013
Additional desc .
Permit Fee . . . . 178.75 Plan Check Fee..
.00
Issue Date . . . Valuation .
. 0
Expiration Date 7/26/14
Qty Unit Charge Per
Extension
1.00 178.7500 EA MISC.POOL/SPA
178.75
Permit . .. WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee• . . . . 122.98 Plan Check Fee
00
Issue Date . . . . Valuation . . .
. 30000
Expiration Date 7/26/14
Qty Unit Charge Per
Extension
1.00 47.1900' LS MISC WALL, FIRST 100 LF
47.19
2.00 14.3000 EA MISC WALL, ADDL 50 LF
28.60
1.00 47.1900 LS MI RET WALL <=121, 1ST 10.0'
47.19
--------------------------------------------------
Special Notes and Comments
POOL AND SPA AT FRONT YARD WITH 10OLF OF
5' GARDEN W/3' RETAINING AT SOUTH AND
WEST PL, 150LF OF 5' GARDEN AT SOUTH AND
RAST PT., 8Nn AO F OF 4I _ARDEN WALL AT
PROPANE AND EQUIPMENT ENCLOSURES [ORCO
SPECIFICATIONS] PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. ALARMS AND
BARRIERS REQUIRED TO BE INSTALLED AT
PRE -PLASTER INSPECTION. 2013 CALIFORNIA
BUILDING CODE.
Other Fees . . . . . . . . BLDG STDS ADMIN (SB1473)
2.00
PLAN CHECK, POOL
91.24
PLAN CHECK, WALLS
120.12
Fee summary Charged Paid, Credited
Due
Permit Fee Total 301.73 00 .00
301.73
Plan Check Total .00 .00 .00
.00
Other Fee Total 219.36 .00 .00
219.36
Grand Total 521.09 .00 .00
521.09
LQPERMIT
Bin #
City of La Quinta
Building a Safety Division
Permit #
P.O. Box 1504, 78-495 Calle Tampico
-W71
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Project Address: $ 3 ? ZS
v=lm V L_i_b o
Owner's Name: �L p� U e/d,9 LL-:
A. P. Number:
Address: �A
Legal Description:
City, ST, Zip:
Contractor: tAct/t- e - 1;,c.l�S
ac. S
Telephone:
; ;,,` :`•.
Address: Ffi'1 3 v_ ` !Sl ///
$A Z
Project Description:
City, ST, Zip: 14,01
9
Telephone: 1760 31049'19
t>:...
- �;•- �• 'ta ,�'` i.
State Lic. # : til!
City Lic. #, 'Zoo/
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone-
•
,.f .<.::< <: ;: .., .
--j�•.a-': �.�.r:-:�'�r�
Construction Type: Occupancy:
i
State Lic. #:
Project type (circle on New) Add'n Alter Repair Demo
Name of Contact Person: ar,>a-
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person: 160
Z$'7J ^F 7/ f Estimated
Value of Project: 0,70—
APPLICANT:
DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted I 11 .1Q
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plans picked up
Construction
'
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2' Review, ready for corrections/is a
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Reylew, ready for correctlo ssu -OkDeveloper
Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
Schodl Fees
Total Permit Fees
-
•
p
i
-
i
• 1 f i4 ` •
CITY F LA OUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE , 13Y
-
-feat, 4 &C"WA ' .
Laguna Falls Pools, Inc. Phoned (760) 347-8977 Designed by: LFP13-628 The Stockdale Residence
81-730 Highway 111, Ste 2 Fax: (760) 347-8975 J. Mancllla Designed 53-725 Avenida Vallejo
Indlo �A • 92201 E -Mail: Jaimemagunafanepoolexom 1/16/20141-tfor: La Quinta CA 92253
I=
UX
It
ORCO 6' HIGH WALL W/ 2'-0" - 4'-0" RETAINING
FOR 85 MPH WIND 3. SEC. - GUST @. EXP C
'B'
'C'
ti
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Z
o
ti
Z moo
12'
#4032' 0/C
0 w
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2'-8'
re
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#4031' 0/C� 4/'
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�
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p
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3
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0
2'-6'
}'
o
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0
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Um
14'
'B'
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ti
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2'-0'
ti
N/A
12'
#4032' 0/C
Z/' -j33'
}
m
OPTIONAL RAT CAP
ORCU 6816, 6616, OR 6618 OMU
GROUTED ONLY® VERT STEEL
i784R. PROVIDE24'LAP
INTO 8X16 CMU.
#6 STD JOINT REINFDRCDMEM
®24' 0/C (3 PLACES). LOSE #S STD.
FOR SLUMP BLOCK
NOTE.' PROVIDE #4 DOWEL 6
#4 DROP-IN a4R AT EACH
SIDE OF CONTROL JOIN75,
ENDS OF WALLS AND @ WALL
HEIGHT ChANGES
04 HORZ COM. @ 24' 0/C
LEVEL 84C70RLL. EL4004LL W/
GRANULAR 84017 L SUR
DESIGN OUTEWA: PER 2010 CVC'
I. SOIL BEARING PRESSURE = 15010 PSE+ 1/3 INC. FOR WIND
SEISMIC EQWALENT FLUID PRESSURE = 45 PSFPER TABLE
I61Q4-1
Z ALLOWABLE LATBTAL PASSIVE PRESSURE = 150 PSE.
3. GROUT STRENGTH - 2000 PST ® 28 DAYS
4. REINFORC7NG STB3 : GRADE 60. .
S. SEMCC -1 SEC ACY21ERA770IN = 7096.
6. ISW PSI MASONRY COMPRESSIONSTRENGM.
NOTES:
I. COMOZETE BLOCK SHALL CONFORM TO ASTM C90: ORCU STD
PREasm, &PUT FACly OR SLUMP BLOCK MAY BE USED.
L CONCRETE FOR R707IIVGSI4U. BE 1 PART CEMENT To 2-1/2
PARTS SAND TO 3-112 PARTS GRAVEL WHNA MAXIMUM OF I -I/2
GALLONS OF WATER PER S4CX PORTLAND CEALENT SHALL CYXVFO)ZM
TOA9TM CIO TYPELVV. At - 25170 PSL
3. REINFORCING STEEL RiALL BE DER7RMED AND CONFORM 7O
ASTM A 615GMX 60. PROVIDE 4B 84R DIAMETER LAP.
4. RE34R SHALL BECENTEPED IN THE CONCRETE BLOCKCEIL IN
WHICH IT E LOC47ED. .
S. CONCRETE BLOCK SHALL BE LAYER INA RUNNING BOND
PAT7BTNWnNVERTICALCON7TNUITYOFTHECELI UNO.
6. ALL BLOOCCS, CONTAINING VERTICAL RE34R SHALL BE SOLID
GROVTW.
7. USE OSP TYPES MORTAR PROPORTIONED USINGASTM C 270. 1
PART CEMLMTO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE
S4ND.
8 GROUT FOR CONCRETE BLOCK TO BE I PART CEMENT TO 3
PARTS SAND, (GROUT MAY CONTAIN 2 PARTS 31V- PEA GRAVEL IF
WEATHER CONDRIONSARE FAW94OLEAND BLOCK UNO8MUCIED
aU -4 L E SUMOL-NT TO ALLOW 000D GROUT ROM. W47ER
SHALL BEADDED TO PRODUCE GOOD GRO UT ROW WITHOUT
SFGREGA71ON OF THE coNsTrUENTS PER ASTM 476,
9. BLOCKS7EM MAYBE WET -SET 1-W -1NTO THE FOOTING WHILE
THEC0V0WM 1S PLAS77C BLOCKSTFM MAYBE PLACID TO
EITHER EDGE OF THE TRENOf TYPEA OTM.
10. FOOTING MLLST SE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED RLL WRH A MINIMUM
COMPAC77ON OF 9M.
11. FIRST INSPWTTON 70 HE AFTER ROOTING TRONOMSARE
READYROR CONCRETE AND ALL REQUIRED SM IS TTED IN PLACE
SECOND IAS WnON 70 BE WHEN THE REQUIRED M77CAL IS IN
PLACEAND THE BLOCK WALL IS READY 70 GROUT.
I2. MAXIMUM CONTROL JOINT STALING.• 40' 01C OR 20'01C IF THE
WALLS TO BESTLAZ.O COA7W.
4' DLA. SUR 35 PERF PIPE WHOP 3141G) tAVa
WRAPPED W/MIRAR 140M FRIER FAM UC - SLOPE TD
DRAIN. W47ERPRO0F&4OWDEOFRETAMDYGW4U-
#4 HORZ CONT. @ 12'01C
TOPANDBOTROMASSHOWN
#4 XEY DOWEL ge 32' 0/C 12"
IN 4' WALLS ONLY
V+6'
'A'
'B'
'C'
'F' DOWEL
'G' VERT
2'-0'
2'-3'
N/A
#4032' 0/C
#4032' 0/C
Z/' -j33'
2'-8'
2'-3'
4'
#4031' 0/C� 4/'
#4032' O/C
2/'
3'-4'
2'-6'
/0'
#4016' O/C349'
#4032' 0/C
14'
4'-0'
2'-9'
/5'
#4016' 0/C57'
#4032' 0/C
27'
2 5/8" MIN. OFAR CELL
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
O
ORCO WIDE CELL SLUMP
CITY OF LA QUINTA
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ORCO STANDARD 6' TO 8' CMU SITE WALLS
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OPTIONAL FLAT GAP !DESIGN CRITERIA: PER THE 2010 CVC
1. ALLOWABLE SOIL BEARING PRESSURE = ISM PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
I GROUT STRENGTH - 2000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60.
5.1500 PSI MASONRY02%MES510NSTRENGTH - NO SPO1.
BYSPECTION
6816, 6616, OR 6618 L74U
GROUTED ONLY @ VERT
STEEL
NOTES:
I. CONCRETE BLOCK SHALL CONFORM 70 ASTM C 90. WEDGELOCK
BLOLTC, SLUMP SLOCKAND&VVACEBLOaAREACCEPTABLE.
7' DROP-IN RAR
2. CONCRETE FOR F007ING SHALL BE 1 PART CEMENT TO 2-1/2
PAR73 SAND TO 3-1/2 PAR75 GRAVEL WITHA MAXIMUM OF 1-112
GALLONS OF WATER PER S40C PORTLAND CEMENT SHALL CONFORM
06 STD JOINT
TO ASTM C 150 TYPE HIV. Ft = 2500 P51
REINFORCEMENT @ 24"01C
3. REINFORCING 57M SHALL HE DEFORMED AND CONFORM 70
(3 PLACES - 4 PLACES FOR 7'
ASTMA 615 GRADE 60. PROWDE 48 BAR DIAMETER LAP.
& 8' WALLS). USE 05 STD.
FOR SLUMP BLOCK
4. REB4R SHALL BECFMERED IN THE CONCRETE BLOCK CEL IN
WHICHITbSLOCATED.
NOTE PROVIDE 9'4 DOWEL &
5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND
04 DROP-IN IKR AT EAOY
PATTERN W17N VERTICAL CON77NUITYOF THE CELLS UNO.
SIDE OF CONTROL JOINTS
L OF WALLS AHD @WALL
6. ALL BLOCK CELS CONTAINING VERTICAL REB4R SHALL BE SOLID
HL7GHTC7U1NGE3
EF
GROUTED
7. USE TYPE S MORTAR PROPORTIONED USING AS7M C 270 PART
CEMENT 70112 PART LIME TO 4-1/2 PARTS DAMP, LOOSE S.4 ND.
B- GROUT FOR CONCRETE BLOCK PER ASTM 0476 70 BE 1 PART
CEMENT 70 3 PARTS S4ND (GROUT MAYCONTAIN 2 PARTS 3/8"
7r DOWEL @ CENTER OF
PEA GROVEL If WEATHER CONDIT70NSARE FAVORABLEAND BLOCK
p4U.
UNOW RUC7ED CELL SZW lSSUFFIC7BVT 70 ALLOW GOOD GROUT
FLOW). W47ER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WTWOUTSEGREGATION OF THE CO1V517UENTS
9. BLOCKSTEM MAYBE WET -SET 2 -19 -INTO 7HEFOOTING WHILE
LEVEL, GRADE 507H SICES
THE CONCRETE LSPLAS 7C BLOCK STEM MAYBE PLACED 70
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR TMD UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 91096.
P-4HORZCONK
21. FIRSTINSPECTION TO BEAFTER FOOTING TREN01ESARE
READY FOR C7NCRETEAND ALL REQUIRED STEEL 5 TIED IN PYAa.
SECOND INSPECTION TO BE NWBV THE REQUIRED VERTICAL SIN
PLACE AND THE BLOCK WALL 5 READY TO GROUT.
12. MA)7MUM CONTROL JOINT SPACING: 40'O/C 20' 01CFOR
WALLS 7O BE MORTAR WASHED OR SWU X COATED.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
1510'10N. CLEAR aLL
OPM REWRO TO UW
6616 RIMM M ONU.
ARCO WIDE CELL SLUMP
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48' 0/C FOR 6'
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SLUMP BLOCK.
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#4 @ 48" 0/C
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40' 0/C FOR 6-
Z W
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W
2 N
#4 @ 40" 0/C 33 "
#4 @ 0/C
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32' 0/C FOR 6'
32' 0!C FOROR 6'
X
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--�
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#4 @ 32" 0/C— 33"
#4 @ 32" 0/C
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2t-4"
24' O/C FOR 6'
24' 0/C FOR 6-
SLUMP BLOCK. 12" I2"
--�
SLUMP BLOCK,
N07E' FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE.'
48" O/CSPAaNG FOR 16" LONG BLOMREVEM TO 95" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - EIC,
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