BWFE2017-014378-495 CALLE.TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
BWFE2017-0143
Property Address:.
53525 HUMBOLDT BLVD
APN:
767700018
Application Description:
BLOCK WALL
Property Zoning:
Application Valuation:
$20,000.00
Applicant:
R A S MASONRY INC
16780 CRESCENT GLEN COURT
RIVERSIDE, CA 92503
c&t�p 4 4 091AS,
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
JUL 2 7 2017
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/27/2017
Owner:
MELDMAN FAMILY LTD PARTNERSH
14605 N 73RD ST
SCOTTSDALE, AZ 0
Contractor:
R A S MASONRY INC
16780 CRESCENT GLEN COURT
CITY OF LA C'UiNTA RIVERSIDE, CA 92503
DESIGN AND DEVELOPMENT DEPARTMENT (760)774-0090
Llc. No.: 678140
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 Lice nse��No.��:,678140
`Date! Z?- /, l�Contra'ctor:
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.).
(_) 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
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: INSURANCE COMPANY OF THE WEST Policy Number: WSD5020425
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.
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.
Date1&,?JX/Sign—ature-I[ plicant or Agent):
� r
i
Date: 7/27/2017
Application Number: BWFE2017-0143
Owner:
Property Address: 53525 HUMBOLDT BLVD
MELDMAN FAMILY LTD PARTNERSH
APN: 767700018.
14605 N 73RD ST
Application Description: BLOCK WALL
SCOTTSDALE, AZ 0
Property Zoning:
Application Valuation: $20,000.00
Applicant:
Contractor:
R A S MASONRY INC
R A S MASONRY INC
16780 CRESCENT GLEN COURT
16780 CRESCENT GLEN COURT
RIVERSIDE, CA 92503
RIVERSIDE, CA 92503
(760)774-0090
Llc. No.: 678140
Detail: 38 LF AT 5'6", 149 LF AT 6', 91 LF AT 7', AQND 16 LF AT 5' HIGH GARDEN BLOCK
WALL [ANGELUS 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
WALL/FENCE- EA ADDITIONAL 50 LF
101-0000-42404
0
$60.80
DESCRIPTION
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: $174.80
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
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
a
Bin #
City Of La Qulnta
Building &r Safety Division,
78-.495 Calle Tampico
� I La Quinta, CA 92253: (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #1�
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Project Address:
Owner's Name:
A. P. Number:
Address:
Legal Description: o-4 Z
City, ST, Zip:
Contractor: .!7
».......''.... . > <»»
Telephone:
Address:
r
Project Description: 1104
City, ST, Zip:
Telephone: 7
_ •::::
State Lic. # :
City Lic. #:
Li
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il.�a/
Arch., Engr., Designer: °,
6 3a , % 1AVIff
Address:
(�X
City, ST, Zip:
/ �' �/ ! ww . -o7
TelePhone:
Construction n Ty e: Occupancy:
P cY:
State Lic. #:
Project type (circle o Ne Add'n Alter Repair Demo
Name of Contact Person:
%
Sq. Ft:
# Stori
# Units:
Telephone # of Contact Person:
Estimated Value of Project: q0 U vm
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
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 correctionsfissue
Electrical
Subcontactor List
Called Contact Person.
Plumbing
Grant -Deed
Plans picked up
S.M.I.
H.O.A: Approval
Plans resubmitted
Grading
IN HOUSE:
3a Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
01
I . I
FINISH GRADING NOTES MASONRY KALL NOTES
FINISH MATERIAL SGHEDULE
I. REAR POOL: BLACK PEBBLE SHEIaN, VENESR COPING WITH DECK NATURAL STONE.
2. SPA: BLACK FEEBLE SHEEN, VENEER SIDES WITH BLACK ONYX
12 UPPER BACK JETS, 12 LOWER SACK JETS AND 12 CALF JEi7 AND 2 LIGHTS
5. STANDARD GRAY CONCRET WITH: .4 LIGHT BROOM FINISH
4. ENTRY WALT WAY: 3/4' NATURAL STONE TO MATCH REAR DECK
5. SERVICE AZA SURFACE: TO MATCH DRIVEWAY
6. SPA PER TESERRA
T. DRIVEWAY: PER DETAIL 'F' ON SHEST L-5
5.6.4RD-51 AND PLANTER WALLS: TO BE TO MATCH HONE
9. BBO PER ARCHITECT FLANS
10. OUTDOOR SHOWERFATIO FER ARCHI i ECT PLANS
11. FIRE PIT PER ARCHITECTS PLANS -
12. MOTOR CO,Ri ENTRY WALL: FECTSAN
R ARCHITEFLS
13. COURT YARD POOL: BLACK PEBBLE SHEEN, VENEER COFING WITH DECK NATURAL STONE
WATERLINE TIL TO BE: IXI OCN-BLACKIE5, BY NPT
14. KETAL EDGING
15. EOOCE COURT: FER TE5ERRA
16. MOTOR COURT SLIDING: GATE: PER ARCHITECTS PLANS
17. MAILBOX: PER ARCHITECTS PLANS
18. GATE MOTOR: TO BE DETERMINED BY GATE FABRICATOR
19. SLIDING GATE CONCRETE SLAB AND RAIL, CONCRETE TO MATCH DRIVJIAY
0- ILS/c7fl .j W umno.a [W rgsim Ab otA wAtue d,* N. - Al mPmutlim a1 m. p.*L imG°e °a.ty a a ;- 15. PROVIDE EXPANSION JOINS IN KgLS AT S -O* OL. MAX.
. D(p AI.H Itraifatlim Tdm:N.r b mml 61Ae . nM T•°Fat% M°t Ibn It wM Mt EA D male 0 MAI, Mti.v y vM °a b. Tm'td W '
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NORTH 5( -ALE: 1" = 10'-0"
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CONSTRUCTION NOTES
1.
SLS ALL DRAIN LINES AT .4 MMMJM OF It %
I. GRGVf ALL DELLS NTH STS SOLID - IF REAIMNi, SIR= ALL 09}.5 $DUD
R ----:RI. RR TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS
2.
AL DRAIN LINE LINE JRIOTIONS AND CHANYB OF DIRLTION5 TO BE MALE WITH
2. 6RCT SHALL M FLUID CON515TENCY WITH A RANO OF N PART C@+iNf, S)
45' OR 'KEEP TYFE 6.15
PARTS SAID. (21 PARTS PEA GRA 4L
2.
ALL CONCRETE TO BE 53 SACK MIX TO OBTAIN A MINIMUM
3.
PWAVON5 FOR POSITIVE ORAIXAGE OF ALL LANP50AF-D AREAS TO TAKE
3. MORTAR SHALL BE FRESHLY PREPARED AND LNIFORMLY MIRE IN THE RATIO
OMPRE55IVE 5TRTH OF 3500 F51 AT 28 DAYS
CEW
PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING PLAT
OF N PART CEMDrr, (I/2) PART LIME PUTTY, (4-1/2) PACTS SAID AITJ
3.
ALL CONSTRUCTION TO BE FLUTES AND TRIS LNLF55 OTHcZiISE
4,
HOLD FINISH GRADE I k.' 830'r! FINISH SURFACE
'S ALL CONFORM TO AS.TH G '
"TO -
INDICATED
4 `f STB_ SHALL BE DEFORIIED SAfvIX�
CORKI * TO AS.TA ASIS
5
SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN - 2% PREF-ERRED
GgptPO40
4.
VERIFY WITH: THE PROJECT SOILS ENGINEER THE NEED FOR
6.
%OFE ALL FINISH SURFACES AT A MIN," OF 1% TO DRAIN
5.CONSTRUCT WALL5 PIJI 5 AND TRUE, STEP FOONN6S IN EVEN
REINFORCING, BASE MATERIAL, FRESATU.CATION, ETC FOR MI.K5,
SI.00K W-RE•ENNS
STAIRS, WALL FOOTING5. ETC
1.
ALLMATERIALS AND WORKMANSHIP 15 TO OONFORH TO GOVERNING CODES
6. ALLOW FOR ADJOINING CONSTRUCTION
5.
.ALL MATERIAL AND CON5TRUCTION TO CONFORM TO APPLICABLE
AND ORMNANOE5
T. ALL WOW:MA GNU` AND MATERIALS TO CONFORM TO GOVERNING CODES A.M.
GOVERNING CODES .AND ORDINANCE5
8.
SLOFE IN LAM AREAS 15 NOT TO EXCEED 5:1
GRIHI ANCES .. -
6.
ALL CONCRrT PAVING TO BE A MINIMUM OF 3 1/2' THICK, COL
COLORED
9.
HOFINISH GRADE A MIMMM OFF 4' Fa -CA TOP OF WALLS, 6' B7.OW FINISH
SOI
8. .ALL 511"0 OR YMIPBLOCK WALLS TO HAW_ OPEN HEAD JOIN, 5 AT n O.G.
'
CONCRETEANTEGRAL COLOR, EXPANSION JOINTS, .AT 8'-0'
FLOORS OF SLABS AND 12' EELET WOOD
OK FINISH FLOORS ON COM/TIONAL W
AT FIRST MIR!' S 6 ABGRADE FOR ORAINI
CQ
OL, UNLE55 OTHERWLB INDICATED
FLUURING
R. ALL POOTIN&S SHALL BE PCOUD ON IR01511IRBFD NATURAL 501L OR COHFACTD
i.
.4LLAii FOR ADJOINING CONSTRUCTION
10.
PROVIDE DRADLINE CLEANOVI AND/OR CATCH EASINE AT A MMMR9 OF 50'
FILL (R=-%RIATIVFJ -'
OO. OR AT EVERY CHANGE OF DIRECTION.
WALLS TO NAVE MLWMPt OVERLAP
10. ALL FLICES
40 EAR-0OF
D.
.AND TORS ARE TO COORDINATE AND
ALL R L E
AT SPUCB ALL RETAIMNS WALL SPLICES TO 6E A MNIMJM OF 4B BAR
46 A
CPAANSOOPS NITH T114E EE ELECTRICIAN,
COOPERATE WI i}I THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR
11.
'
HOLD IM/ERTS ON DRAIN LINES A MMIM.M OF 0' B@AW FINISH GRADE
DIAMETERS '
AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND
SUP.FACE
CONDUIT UNDER ALL PA`/IN6
12.
RAMPS INTO BUILDINSS NOT TO EIOEED A SLOPE OF 1:12 OR 83% GRADIENT
II. POW95 SHALL AT LEAST FLVAI. IN SINE ANO SPALIIv TO VERNOAL BAGS
9.
ALL DRIVEWAY CONCRETE TO BE A MINIMUM OF 5' TY.IO COLORED
Yi
15.
PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5% 6RADIENT
0' K-AFAC RED NITS Imo" BE 6RnDE CdNICREM 5 TO ASTM Cat, AND
MAN.FALM7ED IN ACCOitDANOE WTII CONCRETE MASOMtY A550CWTION STANDARDS
CONCRET-INTEGRAL COLOR, EYPANSION JOINTS, AT 8'-0'
O.C., UNLE55 OTHERWISE INDICATED
15. PORTLAND CETEYT SHALL CONFORM TO AST)4. CI°.O
Important
Notice - Und ff=d Service Alert CalsbvctIm cMI MtAr °7.a thin n arced- .5 R M Ily °ccpbd aubu Um
T.°.tia .m.b°ctin -t to A b. r.; iW b m . * aM -QW, :.ya t, Ib
14. CONCRETE SHALL HAVE A MNHH COhFRE55NE STRENGTH OF 35W PS.1. AT 26 DAYS
FINISH MATERIAL SGHEDULE
I. REAR POOL: BLACK PEBBLE SHEIaN, VENESR COPING WITH DECK NATURAL STONE.
2. SPA: BLACK FEEBLE SHEEN, VENEER SIDES WITH BLACK ONYX
12 UPPER BACK JETS, 12 LOWER SACK JETS AND 12 CALF JEi7 AND 2 LIGHTS
5. STANDARD GRAY CONCRET WITH: .4 LIGHT BROOM FINISH
4. ENTRY WALT WAY: 3/4' NATURAL STONE TO MATCH REAR DECK
5. SERVICE AZA SURFACE: TO MATCH DRIVEWAY
6. SPA PER TESERRA
T. DRIVEWAY: PER DETAIL 'F' ON SHEST L-5
5.6.4RD-51 AND PLANTER WALLS: TO BE TO MATCH HONE
9. BBO PER ARCHITECT FLANS
10. OUTDOOR SHOWERFATIO FER ARCHI i ECT PLANS
11. FIRE PIT PER ARCHITECTS PLANS -
12. MOTOR CO,Ri ENTRY WALL: FECTSAN
R ARCHITEFLS
13. COURT YARD POOL: BLACK PEBBLE SHEEN, VENEER COFING WITH DECK NATURAL STONE
WATERLINE TIL TO BE: IXI OCN-BLACKIE5, BY NPT
14. KETAL EDGING
15. EOOCE COURT: FER TE5ERRA
16. MOTOR COURT SLIDING: GATE: PER ARCHITECTS PLANS
17. MAILBOX: PER ARCHITECTS PLANS
18. GATE MOTOR: TO BE DETERMINED BY GATE FABRICATOR
19. SLIDING GATE CONCRETE SLAB AND RAIL, CONCRETE TO MATCH DRIVJIAY
0- ILS/c7fl .j W umno.a [W rgsim Ab otA wAtue d,* N. - Al mPmutlim a1 m. p.*L imG°e °a.ty a a ;- 15. PROVIDE EXPANSION JOINS IN KgLS AT S -O* OL. MAX.
. D(p AI.H Itraifatlim Tdm:N.r b mml 61Ae . nM T•°Fat% M°t Ibn It wM Mt EA D male 0 MAI, Mti.v y vM °a b. Tm'td W '
' b h®.. nII b Wii M Fo Oy Y.H : - tm I- uN maP°°tm -bM. bN .7 - b &e 4 Mmr y aq IMd 16. 41ALL FOOTIN65 TO BE GONRN.M UNDER GATE OPENIN65
TbeeX
�°'� �""°°°� °'°"' "`° ��`�"' ° `"°�' SEE SHEET L-5 FOR; CONSTRUCTION DETAILS & NOTES
NORTH 5( -ALE: 1" = 10'-0"
pnydCONSTRUCTION
PLAN
A 4x1a m
® 1l1.8 AX(td= S6n
® >mn
m •• ul.n Rdmn sen
mea IN
leis, Odge; is
760.773.4488
IT, oxa1C.00M T
RAT PACK RESIDENCE L' 1
5}5259Ut�OLT EURO MADISON a:UB LA QUINTAG4129
ArxrroTamXle 116CNP/6T
�Iq!<TgYFNN
7' H/�ijl
Co' WA l I
S'WAil
53525