0203-174 (SFD)N
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CIDJ
W
LICENSED CONTRACTOR DECLARATION
'I hereby affirm under penalty of perjury.that I am licensed under provisions
Chapter 9 (commencing with Section 7000) of Division 3 of the Business al
W Professionals Code, and my License is in full force and effect.
ch License # Lic. Class Exp. Date
WU.)
674074 b 101C1J'?f31./S
Z Dated° ^ r ' /'g
i nature of Contractor 'rte-
-r--
U OWNER -BUILDER DECLARATION
III
I hereby affirm under penalty of perjury that I am exempt from the Contractor
License Law for the following: reason:
Z ( ) 1, as owner of the property„ or my employees with wages as their sc
compensation, will do the work, and the structure is not intended or offered f
sale (Sec. 7044, Business & Professionals Code).
( ) I; as owner of the property, am exclusively contracting with licensc
contractors to construct the project (Sec. 7044, Business & Professions
Code).
M O I am exempt under Section , B&P.C. for this reason
N Date Signature of Owner
N
Q WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declaration
( ) I have, and will maintain a certificate of consent to self -insure for worker
compensation, as provided for by Section 3700 of the Labor Code, for 11
performance of the work for which this permit is issued.
';l( ) I have and will maintain workers' compensation insurance, as required I
Section 3700 of the Labor Code, for the performance of the work for which tt
permit is issued: My workers' compensation insurance carrier & policy no. at
Carver 111TAI'G ;W'UND Policy No. ("wO2000?.)l;s)t
(This section need not be completed if the permit valuation is for $100.00 or les:
( ) I certify that in the performance of the work for which this permit is issue
I shall not employ any person in any manner so-as-lb"6lacome subject to tt
workers' compensation laws of California, -and agree that)f I should becon
subject to the workers' comp eng Ion -provisions of Sectiph 3700 of the Lab
Code, 1 shall forthwith comply wit�thosa provisions. /
Date, / r ir° Applicant
Warning: Failure to secure Workers' Compensation coverage is unlawfu at
shall subject an employer to criminal penalties and civil fines up to $100,000,
addition to the cost of compensation, damages as'provided for in Section 37(
of the Labor Code, Interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safe
for 'a permit subject to the conditions and restrictions set forth on h
app)ication.
1. Each person upon whose behalf this application is made & each person
whose request and for whose benefit work is performed under or pursuant
any permit issued as a result of this applicaton agrees to, & shall, indemni
& hold harmless the City of La Quinta, its officers, agents and employee
2: Any permit issued as a result of this application becomes null and void
work is not commenced within 180 days from date of issuance of sw
permit, or cessation of work for 180 days will subject permit to cancellatio
I certify that I have read this application and state that the above information
correct. I agree to comply with atl City, and State laws relating to the bur dir
construction, and hereby authorize representatives of this City to enter upc
the above:mentioned pro perty.fo inspection purposes.
Signature (Owner/Agent) f. Dare r h_ F
Of BUILDING PERMIT. PERMIT#
td DATE VALUATION LOT TRACT �• w
JOB SITE. APN
:1 ADDRESS 50-21.5 ;W.4'I IMP-GUm 76i; 766.0.1, 7.
OWNER CONTRACTOR] DESIGNER] EN (NEER
1,A Qtfft117A OVCHARD PAW tt E, RIS -91-JA tYtits +ryC 110'1 C•ti:lcJlon
PO BOX 1';x15?`�• 95 `���.NCIT��� ���,}'C71c5Tt+y.i-t2.
.S L#.QTJ.tATA, CA 92253 l',17.i7.%1'r A 0-A# 92215.3
le fti?(:())7i 1.-1941 t'l�.i.�i 16996
Dr
USE OF PERMIT
Is
Sill PERMIT f.2C)n Aicrr lo-NLCUDE BLOCK 'l?r'iAIA, POOL OR DRIV1SY
— AP1'(ZO C H1. UST 1.1,
S:; CUSTOM COWS TRUCTION 5,2n.00 3
1e PORCH/P.ATIC' 1,119.00 SF
r,W. tA6F..K.1ARf'0RT 1;5?1.40 STS
)y
is
a:.
E117.r.►Jf -kTED C -01.1x CIF r`(), FIV.P(:.'1'C0N 449,036.20
>. (1CY1 NJ T11.UC'•T1O11 FEY 301-10x)0-1) E-000 $1,064,1+c1
d, PLAN CklltCK la"if',is 101 _000439-101 18 $1,511.2x!
is FEY Y DFP081'f
Ile
5r l+flXCHA TICAL PSE 101-000-421-00()
i7? 101.OQ0420-000
PLU.MBIMID ITFS 101-000419-000 �26f.T5
Id STW.)NO k1K)TI N FRE - PLESID 141-000-x413 wIXII i
in t2{�.1%1 PV0 Fet 101-000-4.23-460 $20.00
16 C)iX'E )1J9_R 94PAC:T FEES $1,907,00
A1n.T 124 PUI31.1C: PLAC-I!:S • 121~. IL 270-000445-000
ty
Is
at CON'S,TTW'(71TC11t,1' A:JU C11Fx'"K
to
ty
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if -.._..__.....,_.. TMALPF-IM.7P MSD(:)ENOW
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g MAR 12 2003
Ig
In
REC INBY DATE FINALED INSPEC
ANGE DE —�,� �
<_
_ ,HJT - ....•r^ - - -
i re : pgd-T' F,� RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
_ J - o
Ducts
Slab Grade
ReturnAir
Steel
Combustion Air
Roof Deck
-•/
Exhaust Fans
O.K. to Wrap
- l� _ 3
F.A.U.
Framing
-
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final Ca /
BLOCKWALL APPROVALS
POOLS a SPAS
Steel
Set Backs
Electric Bond
Footings
-
Main Drain
Bond Beam
y
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
- 3
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
Final
Utility Notice (Gas)
ELGCTRiCAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service.
Sub Panels
Exterior Receptacles
G. F.I.
Smoke Detectors
Temp. Use of Power
Final /
Utility Notice (Perm) -
COMMENTS:
4,P A 61-s
At'the presenttime, the Desert Sands Unified.School District does not collect fees on garageskarports, covered patioshvalkways, residential additions under
500 square feet, detached accessory structures (spaces that do not contain facilities for lWft. sleeping, cooking, eating ovsanitation) or replacement mobile
homes. It has been determined that the above-named owner is exemptfrom paying school fees at this time due to'the following reason:
EXEMPTION NOT APPLICABLE
This certifies that'school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq.
in the amount of $2.14 X 5,293 S.F. or $11,327.02 have been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in, this proposed project may now be issued.
Fees Paid By CC/California Bank &.Trust,- Judy Halpain check No. 24602207
Name on the check. Telephone
By Dr. Doris Wilson
Superintendent.
Fee collected /exempted by Sharon
Signature
Funding Residential
$11,327.02 .00
Payment Recd Over/Under
NOTICE- Pursuantto Govemment Code Section 66020(d)(1), this will serve to notify you that.the 90 -day approval period in which you may protest the fees or
other payment identified above will begin to run'irom thedate on which the building_or installation permit for this: project is issued, or from the date, on which
those amounts are paid to the District(s) or to another public entity authorized to collect them on the Distriws) behalf, whichever is earlier.
NOTICE: This Document NOT VALID if Duplicated
Embossed Originals- Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting
Certificate of Occupancy
Building &Safety Department
This Certificate .is.issuedpursuan -,to the. requirements of Section 109' of the California. Building
Code,certifying that. at the time, of issuance, this structure. was in compliance with: the
provisions -'of the. Building Code and the various ordinances of the City regulating building
construction
-
and/or use,
Use classification..S.F:D
Occupancy Group: R=3
BUILDING ADDRESS: 50-215 HEATHERGLEN
Type of :Construction:: V -N
Owner of Building: LA QUINTA ORCHARD PARTNERS
Building Official.
/_\
Building Permit- No.: 020.3-174
Land ,Use Zone: R -L
Address; . PO BOX 1716.
City, ST; :ZIP: LA QUINTA CA, 92253
By: G: SHOWALTER
Date: 0611:5/0.4
US'PLACE
\I\
September 15, 2003
WALLING & McCALLUM /LIMITED
A R C M CT E C T U'R E• PLANNING • E N O I N E E R I N'O
48460 CLUB ORME 1760) 980-0680
INDIAN WEU.B, CA 92210 FAX (780),980.0788.
City of La Quinta
Department of Building & Safety
Post Office Box 1504
La Quinta; Ca. 92253
Re:Estancias Lot 11 Residence
Lot 11
The Estancias
Gentlemen
I have inspected the shear walls, post and beams and their connections to the structure for This
residence, and have found them to be in reasonable compliance with the drawings.
G. Walling; A.I.A.
JGW/mlm
. 0- .2/5"
\I\
Mar. 11, 2002
WALLING & McCALLUM / LIMITED
A R.0 M I T E C T'u P E • 'P L A N N I WO • E N G I N E`E A 1'N O
49-990 CLUB DPNE 17601 390.0290
INDIAN YYELL9, CA 92290 FAX 17601 360-0799
City of La Quinta
Department of. Building & Safety
Post Office Box 1504
La Quinta, CA 92253
Re: The Estancias
Lot 11 , Heartherglen
La Quinta, Ca.
Gentlemen
I have reviewed the truss calculations and find them to be in compliance with the
drawings.
Y
JoJrd G. Walling, A.I.A.
7GW/mlm
M
V-1-LIM UIPPAI'
78-495 CALLE TAMPICO
LA nUINTA, CA 92258
(760) 777-7075
LIST OF BUILDING PAD ELEVATION ENTITLEMENTS
Building pad elevations are an approval aspect of the. development entitlement when each tentative map is
approved by the City Council. The building pad elevations appearing on the tentative map, or otherwise
conditioned in the Conditions of Approval, are the approved (entitled) elevations pursuant to .documents
presented at the public hearing and considered :in the Environmental Assessment. Building pad elevations can,
not be changed without seeking. specific review and -approval of the proposed revision. Each- proposed
revision is reviewed on a case by case basis.. The first level of review is performed in the Engineering
Department via the Fording of Subsawfihf Conformance process. The second level of review is employed
only if a Substantia/ Conformance Finding'is denied and the applicant desires to seek approval of the
proposed revision from the Planning Commission and City Council.
PE = Pad Elevation RPEI#). = Revised Pad Elevation, where # is the revision number for the,whole tract
TRACT 26524 ( 44 Lots)
Lot 1 PE = 48.7
Lot 2 PE = 49.0
Lot 3 - PE = 49.0
Lot 4 - PE _ 49.5
Lot 5 - PE = 49.7
Lot 6 - PE 49.5
Lot 7 - PE = 4.8.8
Lot 8. - PE = 48.5
Lot 9 -- PE = 48.4
Lot 10 - PE 47.4
Lot 11 PE 47.0
Lot 12 =46V.-
Lot
.Lot 13 - PE = 44.25
Lot 14 - PE = 43.0
Lot 15 - PE = 42.4
Lot 16 - PE = 43.2
Lot 17 - PE = 43.3
Lot 18 - PE = 43.7
Lot 19 - PE = 43.7
Lot 40 - PE '= 44.3
Lot 41 - PE = 44.5
T.~EPTDevdW%Pe& En#dements1TM26624.wpd
Lot 20 - PE = 43.5
Lot. 2.1 - PE = 44.5
Lot 22 - PE = 47.5
Lot 23 PE = 48.0
Lot 24 - PE 48.9
Lot 25 - PE = 48.9
Lot 26 PE = 49.1
Lot 27 - PE = 48.5
Lot 28 - PE = 48.4
Lot 29 PE = 47.5
.Lot 30 PE = 47.3
Lot 31 - PE = 48.2
Lot 32 - PE = 48.4
Lot. 33 - PE = 48.5
Lot. 34 - PE = 45.5
.Lot 35 - PE = 45.5
Lot 36 - PE = 45.5
Lot 37 PE 45.5
Lot 38 - PE 45.0
Lot 39 - PE = 44.1
Lot 42 - PE = 44.1
Lot 43 PE = 44.6
Lot 44 - PE. = 44:5
Page U of 1
651 E, Northridge Ave:
lm
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PAT"LL
ENGINEERING
GROUP, INC.
Glendora; CA 91741 ., PH; (626) 335-4362
• FAX: (626) 963-4812
ENGINEERING DETAIL FOR,
SURCHARGED POOL WALL
AND BOULDER DETAILS
ESTANCIA 11
50,215 HEATHER GLEN
LA QU INTA, CA.
R
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w No. G322'994
T- 1
CFV11. P
OFC.
DATE: APRIL 9, 2003
ENGINEER: DOUGLAS R. FERRELL
RCE #32994, CALIFORNIA
651 E. NORTHRIDGE AVE.
GLENDORA, CA 91741
(626) 335-4362
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ENGINEERING
Client:
GROTJPv INC.
Engineer:
651 'E. Northridge Ave. PH! (626) 335-4362
Glendora, CA 91741 FAX: (626) -4812
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Glendora. CA 91740 FAX* (818) 963-4812 date. Sheet of
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Earth Systems Consultants
MIS/ Southern California. 79-811B Country Club Drive
Bermuda Dunes, CA 92201
(760)'345-1588
(800) 924-7015
FAX (760) 345-7315
October L 1997
Tri-State:Engineers
78-035 Calle Estado
La Quinta, California 92253
Attention:. Mr. Dale. Grinager
Project: Tract 26524,. Lot 11.
La Quinta, California
Subject: Percolation Testing for On-site Storm Water Disposal
Dear Mr. Grinager.
File No. SS -6620-P1
97-10-703
As requested, we have performed infiltration testing forthe proposed on-site storm water retention
on the above referenced project. Two tests were performed in the area of the proposed retention
basins. The infiltrometer ring_ s were set in place on September 22, 1997, presaturated on
September 23, 1997, with final testing performed on. September 24,.1997. Testing was performed
in general accordance with ASTM D.2285 utilizing a double -ring infiltrometer. Test results are as
follows:
Test Inches Per Hour
1 1.7
2 5.8
The infiltration rate provided is an ultimate value and has not.had a,safety factor applied. Since the
water to be introduced into the system will beprimarily stormwater runoff; the potential
accumulation of silt and other debris being washed into the retention basin should be addressed.
The site soils consist primarily of very fine to fine, grained silty.sands with a small clay fraction.
The percolation test was performed at approximate elevation of the proposed basin bottom. The
approximate test location is indicated on the attached Site Map, Figure 2.
The analysis and recommendations submitted in this report are .based in part upon. thedata obtained.
from the two test holes. The nature and extent of variations between the borings may not become
evident until construction. If variations then, appear evident, it will be necessary to reevaluate the
recommendations of this:report.
Findings of this report are valid as of this date. However, changes in conditions of a property can
occur with passage of time whether they be due to natural processes or works of man on this or
adjacent properties. In addition, changes in applicable or appropriate standards occur whether they
result from, legislation or broadening of knowledge. Accordingly, findings of this report may be
invalidated, wholly or partially by changes outside our control. Therefore, this report is subject to
review and should not be relied upon after a period of one (1) year.
j•
October 2, 1997 -2- File No. SS -6620-P1
97-10-703
In the event that any changes in the nature, design or location of the development are planned, the
conclusions and recommendations contained in this report shall not be considered valid unless the
changes are reviewed and conclusions of this report modified or verified in writing.
This report is issued with the understanding that it is the responsibility of the owner, or of his
representative, to insure that the information and recommendations contained herein are called to
the attention of the architect and engineers for the project and are incorporated .into the plans and
specifications for the. project. It is also the owners responsibility, or his representative, to insure
that the necessary:steps are taken to see that the general contractor' and all subcontractors cavy out
such recommendations in the field. It i& further understood that the owner or his representative is
responsible for submittal of this report to the appropriate governing agencies.
Earth Systems Consultants Southern California has prepared this report for the exclusive use of the
client and authorized agents. This report has been prepared in accordance with generally accepted
soil and foundation engineering practices. No other warranties, either expressed or implied, are
made as the professional advice provided under the terms of this agreement, and included in the
repom
We thank you for the opportunity, to be of service. If any questions arise, or if additional
information is desired, please do nothesitate to give us a:call.
Sincerely,
EARTH SYSTEMS CONSULTANTS
Southern California
Craig S. Hill, C.
SER/pc 'r�OFCA '
Distribution: 2/Tri-State Engineers
l/BD File
1/VTA File
EARTH SYSTEMS CONSULTANTS SOU HMCALIFORNIA
10
11
12
13
AVENUE 50
9 1 8 1 7 1 6
�•r
STONEGATE
NOT TO SCALE
LEGEND
LOCATION OF PERCOLATION TESTS
#2 SITE MAP
TRACT 26524, LOT 30.
HEATHER GLEN & STONEGATE
IA QUINTA; CALIFORNIA
EARTH SYSTEMS" CONSULTkWM
IoAm- 10/1/97 mE N0.. SS -6620-P1
FIGURE 2
File Name: Td - State
IM
File No. SS -6620431
%#Odnov MMp
....... . .......
ii
8
La Quintai
•
Base: La Quinta, California quadrangle map photorevised 1980
0- 2000 ft
• Earth Systems Consultants Southern California Figure 1
Memo
To: Tom Hartung
From: Donald L. Schulze
CC:,
Dais: 1/2/2002
Re: Tract 26524 Lot 11 Hydrology
A hydrology analysis was performed for the above referenced., lot, utilizing Riverside County Flood
Control District synthetic unit hydrograph method forrthe 100 -year storm event. Retention basins were
sized to ,provide storage for the 3 -hour storm with a minimum factor of safety equal to two (2), The
required storage for the '3 -hour storm is approximately 1,357 cubic feet. Actual storage provided is
equal to 3,188 cubic feet. Please:refer to attached calculation sheet.
Should you have any questions regarding the analysis, please,feel free to call me at (760) 323-5344.
y� R• S�y�lc �\
0 46 8
Exp. 12'/31/02
RCFCO SYNTHETIC UNIT HYDROGRAPH METHOD PROJECT:
BASIC DATA CALCULATION FORM. NAI JOB+#
SHORTCUT METHOD BY
THE ESTANCIAS - LOT 11
200149
DLS DATE 12/21%2001
DURATION
3 -HOUR '
PHYSICAL DATA
24-HOUR
EFFECTIVE RAIN (in)
0:74
[111 -CONCENTRATION POINT
0:47
FLOOD VOLUME (cu -ft)"
(acre -ft)
RETENTION BASIN
1,548
0.04
2 .AREA DESIGNATION
REQUIR D STORAGE (cu=ft)
(acre -ft)
FACTOR OF SAFETY
STORAGE PROVIDED (cu -ft)
(acre -ft)'
1,357
0.03
Z35
LOT
97
0.00
32.87
[31 AREA- ACRES
PEAK Fl- (cfs)
0:95 0.76 0:10
0.640
45.771 45.581 45:08
4 L -FEET
254
5 L -MILES
0.048
[61 La -FEET'
125.00
La -MILES
0.024
[81 ELEVATION OF HEADWATER
46.5
[91 ELEVATION OF: CONCENTRATION POINT
44
10 H -FEET
2.5
11 S-FEET/MILE
52.0
[121 SA0.5
7.21
13 L'LCA/SA0:5
0:000
[141 AVERAGE MANNINGS'N'
0.02
[151 LAG TIME -HOURS
0.02
18 LAG TIME -MINUTES
1.0
[171100% OF'LAG-MINUTES
1.0
[181200% OF LAG=MINUTES
2.1
H91 UNIT TIME-MINUTES100%-200%.OFLAG)
5
[241 TOTAL PERCOLATION_ RATE (ds)
0.04
RAINFALL DATA
[1] SOURCE'
(2] FREQUENCY -YEARS 100
3 DURATION:-
3=HOURS
6 -HOURS
24 -HOURS
141 [5]
POINT AREA
RAIN
INCHES
Plate E5.2
[6]
[7]
AVERAGE
POINT
RAIN
INCHES
[e]
POINT
RAIN
INCHES
Pl2te,E-5.4
[9] [10]
AREA
[11]
AVERAGE
POINT
RAIN
INCHES
[12]
POINT
RAIN
INCHES
Plate E-5:6
[13] [14]
AREA
[15]
AVERAGE
POINT
RAIN
INCHES
2:00 0:640
1.00
2:00
2.50
0.640 1:00
Z50
4:25
0.640 1.00
4.25
0.00
0;00
0.00
0.00
0:00
0.00
0.00
0:00
0:00
0.00
0.00
0.00
0.00
0:00
0:00
0:00
0:00
0:00
SUM [5] 1 0:84 SUM [7J
[16].AREA ADJ FACTOR
1 ADJ AVG POINT'RAIN
2:00
SUM [9] 1
0:84 SUM [11]
2.50
1.000
2.50
SUM.1131 1 0.64 SUM [15]
4.25
1.000
r4.2l
1:000
2.00
STORM EVENT
SUMMARY
DURATION
3 -HOUR '
6 -HOUR
24-HOUR
EFFECTIVE RAIN (in)
0:74
0.67
0:47
FLOOD VOLUME (cu -ft)"
(acre -ft)
1,727'
0:04
1,548
0.04
1,085
0.02
REQUIR D STORAGE (cu=ft)
(acre -ft)
FACTOR OF SAFETY
STORAGE PROVIDED (cu -ft)
(acre -ft)'
1,357
0.03
Z35
1,027
0.02
3.10
97
0.00
32.87
3188
0.07
PEAK Fl- (cfs)
0:95 0.76 0:10
MAXIMUM WSE ft
45.771 45.581 45:08
Plate E-2.1
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