002444 (SFD)Building � � J
Address 53425 A
P.O. BOX 1504
78-105 CALLIE ESTADO
LA QUINTA, CALIFORNIA 92253
Wi.b Casack
Mailing'
Address,
CityZip — Tel.
Palm 92262 325 -_t3 . . .
Contractor
Dqy*Sands'_*wtn=tiM Co.
Address
>f
City • . Zia Tela
State Lic.. I City
& Classif. 472924 Lic. #
Arch, Engr., -
Designer
Address Tel.
City Zip State
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm 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..
1r1l
002444
BUILDING: TYPE CONST. OCC: GRP.
A!P. Number 7;4--343--017.
Legal Description T'* 5
Project Description Wil= APAUy dMIUM
Eq. Ft.
ize
Mew q`
M 1364
C r No. No. Dw
Stories Units
Alter ❑. Repair ❑ Demolition ❑
SIGNATURE/ DATE
p g a o u o_ a/
_
1/ * OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason:. (Sec. 7031.5,Business and Professions Code: Any city or countywhich requires a.
Distances:
Estimated Valuation 1�S
''s°' .7sf
- -PERMIT
Permit 46 construct,' after, improve, :demolish, or repair any structure, prior to its issuance also
requires the applicant -for such permit to file a signed statement that he is licensed pursuant.to
the provisions of the Contractor's .License Law, Chapter 9 .(commencing with Section 7000). of
' Division '3 of the Business and Professions. Code, or. that. he is exempt therefrom,' and the basis
for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for •a permit
Plan.Chk. bep. •. .
subjects the applicant to a'civil penalty of not more than five hundred dollars ($500).
O 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, Buisness and
Code: The Contractor's License Law does not, 'apply. to an owner of property -who
*who •own
Plan Chk. Bal..
Const.:
,Mech.
builds or improves thereon and does such work himself or through his employees,
provided. that such improvements are not intended or offered for sale. If, however,. the building
- Electrical '
or improvement is sold within one year of completion, the owner -builder will have the burden
or rovin that he did not b ild r 1 f th f • . '
—rove
or a purpose o
❑ I, as owner of the property, am exclusively contracting with licensed contractors to con. Plumbing
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License -Law
1
does not apply to an owner of property who builds or improves thereon, and who contracts for •S:M.I. .
such -projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
Grading
❑ 1 a exempt under Sec. B. 8 P.C. for this reason
Driveway Enc.
Date owner Infrastructure
WORKERS' COMPENSATION DECLARATION
I hereby affirm that i1have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec..3800, Labor Code.)
Policy No. Company
O Copyis filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE.
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less.) - •• -
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.
Date Owner "
NOTICE TO APPLICANT: If, after making this Certificate of . Exemption you should become
subject- to the Workers' Compensation provisions of the Labor Code, - you must forthwith
comply with such provisions or this permit shall be deemed revoked. -
CONSTRUCTION LENDING AGENCY
Thereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, -and is subject to
expiration it work thereunder is suspended for 180 days.
I certify that I.have read this application and state that the above information is correct.
'1 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 the above-,
mentioned property for inspection purposes.
r
Signature of applicant �� ��-� Date
Mailing Address %
City, State, Zip
HARD COPY
92.00
AMOUNT
�le
349.00
30.00 .
74.22
99.8E
5.01
20.00
20.00
1,#78.38
TOTAL I 1.973':96 1 1,725.96
REMAR
ZONE:
BY:
Minimum Setback
Distances:
Front Setback from.Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line'
Side Setback from Property Line
FINAL DATE
INSPECTOR
Issued by:
Date Permit
Validated by:
Validation:
A 5 9 0 7 7 2 ; 725,96 Cf,
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SQ. FT. ® $
2ND FL. SO. FT. ®
POR. SO. FT. ®
GAR. SQ, FT. ®
CAR P. SQ. FT.
WALL SO. FT. ®
SQ, FT, ®
ESTIMATED CONSTRUCTION VALUATION $
UNITS
MOBILEHOME SVC.
POWER OUTLET
YARD SPKLR SYSTEM
BAR SINK
ROOF DRAINS
DRAINAGE PIPING
DRINKING FOUNTAIN
URINAL
WATER PIPING
NOTE: Not to be used as property tax valuation
BONDING
FLOOR DRAIN
MECHANICAL FEES
FORMS7 �J ®
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
GAS (ROUGH)
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
OTHER APP./EQUIP.
LAUNDRY TRAY
AIR HANDLING UNIT CFM
TEMP. POLE 17 u
KITCHEN SINK
ABSORPTION SYSTEM. B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER. B.T.U.
SO. FT. ® c
BATH TUB
SO. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 1Va c
SEWAGE DISPOSAL
SQ.FT.GAR ® 3/ac
HOUSE SEWER
REMARKS:
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
/J GROUND PLUMBING `
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE 7 ��
(ROUGH PLUM
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS7 �J ®
E R S P�I AN
R UGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF. Z L3
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APP./EQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE 17 u
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
Cu. yd.
$ -Plus-X$-=$
LUMBER GR.
FINAL INSP.
FRAMING
IOOFING �-
FINAL INSP.
�
�
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
/ INSULATION/SOUND Ze vv
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESIINITIALS
GARDEN WALL FINAL
-!�172 --'/ uiq-l7 �/z SING .. �'��
Ei
X%f1Ea S
Z -O
y BERMUDA DUNES r
RANCHO MIRAGE C
►' INDIAN WELLS H
PALM DESERT
d' LA OUINTA
'gyp INDIO
Desert Sands Unified School District
82-879 HIGHWAY 111 • INDIO, CALIFORNIA 92201-5678 • (619) 347.8631
June 30, 1986
City of La Quinta
Department of Community Development
78-105 Calle.Estado
La Qui.nta, CA 92253
Re: 53-825 Juarez
Gentlemen:
The developer of the above referenced lot
has mitigated i:ts impacts on our overcrowded schools by payment
of the amount of $628 per unit to be applied to the cost of
district educational facilities made necessary by such new
development.
JDB/crm
Sincerely,
John D. Brooks
Assistant Superintendent
Business Services
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COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION
PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to
County specifications required on the attached check list. A non-refundable filing fee of
$q is required when the application is submitted. Check must be made payable to the
County of Riverside
Building Department Application Log N
Name (Owner, Agent, Contractor, Etc.)
Mailing Address
AA1111j 010 _41j!21,00
City
State.
Zip Code
Telephone :' `"
Joh Prope yyyAd res/�
*City or Comm n tx *Legal Description of Prpty. Lot, PM, TR
(/ 1P [ w. n.
it , A I ' 'i ! ' . .(9,40,eie 111
*Assessor's Parce�No.
',�jWater Agency
Use of Permi',*5_,,,/IO?., �,/y� , _
Lot Size �7
_
�77,W_ %/%3
r=�1e79•
SFD, MH Site Prep Etc.
Planning Case N
�•-� 4 /OU
�tl'/''&1f/ j
µ
Signature of Applant Date
*The above information must be verified from Building Application
STAFF USE - DO NOT WRITE BELOW THIS LINE
Initial Date
.r`
Certification of Existing S.D. System regd. Yes[ J No ] A",
WQCB Clearance reqd. Yes[ ] No C'S
Soils feasibility report reqd. Yes[ J No EA"'
Detailed boring report. reqd. Yes[ J No.
r ff
Detailed contour plot plans reqd. Yes[ J No[/J t
Staff Specialist approval regd. Yes[ J IIo[/J Lot Inspection Date
7
Soils/boring report Proj. N Date
��b++y
Soils_ Dia Pae /f� %7Soil f/, �✓'
p g /j Type X- Approved by / , / Date 6 ��
f/ a
Type of System: V
No. of Bedrooms (1) Septic Tank
Soil Rate Reguired
Existing New Addition Replacement
7 J/Jj Gals.
�[ /
(2) Leach line sq. ft.
Sidewall allowance
Install Line(s
Leach bed_'
(�•ttom tre eh'area)
eft. rock/, -1___ Sq. Ft.
Ft. Lon-,�.Z_. Ft !wide
S�q�Ft. of.
��B- _unning ft.
with Min ches rock
b£o
N'/ -A [ ]
below drain lines�`a.1y
--area
Leach lines/bed-special design
(3) Pit Diameter.
No.
Pit
Seepage Pit total depth
for sl pt.-. Applicable
[ +]> 6' [V]
Pits
BI
/
N/A �v,erb'ur�den—factor
Max. allowable depth%
0
i'
This application is+approved den ._ -for the design of a subsurface disposal s; -stem as
indicated on the ac'c'ompanied lot plan using the requirements set forth in Section B above.
A building permit is necessary for the installation of the above -designed system.
I
�( ✓�eptic tank and sewer lines must beM51?1 from any wellsgfd /vu�D �R�✓' �t 11A
('2"1 Leach lines must be 100' min. from any wells including expansion area
(31 Seepage pits must. be 150' min. from any wells including expansion areaz//,p f
�
,'w,�e,
/ !
LAO,1 �' 1t
///�
/J ply
///f �•.,�
.ell--
Signa"turekof Health Official Date
RECEIPT N0. �'irT /�?�reai� , Issued by S/L Date G _ /,a
... -
District: Ri-AWide)3� j Indio C.(,] -Hemet [ J Perris C J Rancho Calif. [ J Blythe[ ]
Distribution: WHITE -Office file YELLOW -Applicant PINK -Bldg. Dept. GOLDENROD -Fending File
DOH SAN 122 (Rev. 2/86)
6
R.0 64110,
��Cl•ti evC.�
0 UOnd Engineers,lnc.
1731-A WALTER STREET VENTURA, CALIFORNIA 93003 PHONE (805) 642-6727
July 28, 1986 B -16442-P1
86-7-405
Bay Sands Construction
6555 N. Palm,Canyon
Palm Springs, CA 92258 .
Project: ' La Quinta Lots/53-805 & 53-825 Avenida Juarez
La Quinta, CA
Subject: Report of.Field Densities
r .. r • House Pad .
r
On July 15, 1986, a representative of our firm performed density tests,
in the fill for the house pads on the above.re.ferenced project. Tests
were performed at random locations in accordance with ASTM D 2922-81y
and ASTM D 3017-78 Nuclear Density Test Procedure. Tests were'.'.+
performed as..per authorization of Bay Sands Construction.
The estimated- locations of the tests are presented on the attached ,-
plan with their results being summarized on the attached test report
sheet. A total of four (4) density. tests were performed. Test
results indicate that a minimum of ninety percent (90%) relative
compaction has ,been obtained within the areas tested. The maximum ,
density—optimum moisture were determined in the laboratory in
accordance with ASTM D 1557-78, Method A or C. Test results are as
follows:
Soil Description USCS Maximum Density—Optimum Moisture
Light brown very fine
to medium sand with
trace gravel SW 112.7 pcf .8.2%
r
VENTURA
(805) 642.6727
BAKERSFIELD SANTA BARBARA
LANCASTER
(805) 948.7538
PALM SPRINGS SAN LUIS OBISPO
laio%110PIA131 (805) 544.6187
f
0 UOnd Engineers,lnc.
1731-A WALTER STREET VENTURA, CALIFORNIA 93003 PHONE (805) 642-6727
July 28, 1986 B -16442-P1
86-7-405
Bay Sands Construction
6555 N. Palm,Canyon
Palm Springs, CA 92258 .
Project: ' La Quinta Lots/53-805 & 53-825 Avenida Juarez
La Quinta, CA
Subject: Report of.Field Densities
r .. r • House Pad .
r
On July 15, 1986, a representative of our firm performed density tests,
in the fill for the house pads on the above.re.ferenced project. Tests
were performed at random locations in accordance with ASTM D 2922-81y
and ASTM D 3017-78 Nuclear Density Test Procedure. Tests were'.'.+
performed as..per authorization of Bay Sands Construction.
The estimated- locations of the tests are presented on the attached ,-
plan with their results being summarized on the attached test report
sheet. A total of four (4) density. tests were performed. Test
results indicate that a minimum of ninety percent (90%) relative
compaction has ,been obtained within the areas tested. The maximum ,
density—optimum moisture were determined in the laboratory in
accordance with ASTM D 1557-78, Method A or C. Test results are as
follows:
Soil Description USCS Maximum Density—Optimum Moisture
Light brown very fine
to medium sand with
trace gravel SW 112.7 pcf .8.2%
r
VENTURA
(805) 642.6727
BAKERSFIELD SANTA BARBARA
LANCASTER
(805) 948.7538
PALM SPRINGS SAN LUIS OBISPO
laio%110PIA131 (805) 544.6187
C
July 28, 1986 B-16442—P1
t 86-7-405
1. The project is located on the west side of Avenida Juarez, south
of Calle Arroba, in the City of La Quinta, Ca.
2. Prior to our arrival at the site the grading was completed and the 1
pads were ready for testing.
3. , The purpose of testing was to observe compliance with the minimum
requirements of the City of La Quinta.
The test results summarized in this report present the moisture and I
j, density only at the locations and depths tested on the specified date.
The summarized field and laborator
Y tests were performed in accordance '
with engineering principles generally accepted at this time and
location. No opinion is expressed as to the uniformity of the '
material, compaction, nor adequacy of the material to perform its '
intended function. No guarantee or warranty of the contractor's work
is made or implied.
If there are any questions, please do not hesitate to' 'contact 'this �.
office.
Respectfully submitted, I.
BUENA ENGINEERS INC.. ti O 9,y c�;•,
']� � Reviewed and � ��ed ` }-
(� Lki
Q 55
Phillip D. Clanton Crai S. Hill Exp, 3/31/81
l
'
�4•Soil Engineer
PDC/CSH/sg fJ CV`��
Copies: 4 — Bay Sands Construction ATE OF Cfi���G�
z
2 — PS file
1 — VTA file �r
.ONTRACTOR:
kDORESS:
i
REPORT OF RELATIVE COMPACTIONS j.
Job No. B -16442—P1
DATE: July 28, 1986 , Report No
p 86-7-405 I�•,
JOB a LOCATION: La Quinta, CA
r NO.
DATE
TESTED
DESCRIPTION.
I
(
MOISTURE
a IN PLACE
DRY DENSITY
IN PLACE
RELATIVE
COMPACTION
MAXIMUM
DENSITY
7-15-86
Per Plan 1.0 BSG
10.7
109.7
97
112.7
7-15-86
Per Plana FSG
10.2
109.7
97
112.7
7-15-86
Per Plan 1.5 BSG
11.1
110.8
98
112.7
7-15-86
Per Plan ' FSG
10.6
110.2
98
112.7
BSG = Below Subgrade
FSG = Finish Subgrade
F.
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wt ctHI IrY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH
COPIES:
1
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BUENA ENGINEERS, INC. -
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