10-1225 (SOTB)P.O. BOX 1504,
78-495 CALLE TAMPICO
LkQUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 1-10-00001225
Property' Address: 79295 RANCHO -LA QUINTA DR
APN: 649 -370 -014 -
Application description: STRUCTURES OTHER THAN BUILDINGS
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 2588
Applicant:- I' Architect or Engineer:
pl A
V
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that lam licensed under ' 'ons of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Profess' s Code, an y License is in full force and effect.
Licen 'Cla s: License Ic 762987 '
ate: Cotractor:
OWNER -BUILDER DECLARATION
hereby affirm under penalty of perjury that I am exempt from the Contractor's State Licensew for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requir s a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires t eapplicant 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 15500).:
(_) 1, 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 whobuilds 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
uUIS1.18111 LU 111U L UIIIIUClUl3 DlBLU LIL'UIISU Law.). '
(_ I 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 Address:
LQPERMIT
Owner:
TD DESERT DEV LTD PARTNERSHIP
79285 RANCHO LA QUINTA DR
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/09/10'
Contractor:
TD DESERT DEVELOPM
P O BOX 1716 D d
LA QUINTA, CA 9224
(760)771-1941
Lic. No.: 762987 NOW 1 2Q10 J
GITYQF --"v
Fif�p�t � QUtNT,q
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 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 CA REST MUTUAL Policy Number CRO1094517
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner soas to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the wort ation provisions of Section
370 of,the Labor Co orthwith corn Ith those provi ons.
yece: pplica
WARNING: FAILURE TO SE RKERS' COMPENSATION COVERAGE IS UNLAWFUL, AN SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED OUSAND
DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PR HUNDRED)
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
wriam oeRaflt worm IS periormea unser or pursuant t0 any permit Issued as a result or anis 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 uthorize representatives
of this cou y t nter upon the above-mentioned property r151S2CN n purpos
ate: Signature (Applicant or Agent)*
Application Number . . . .'. 10=00001225
Permit .. BUILDING PERMIT
Additional desc .
Permit Fee 54.00 Plan Check
Fee
35.10
Issue Date . . . Valuation
. . .
. 2588.
Expiration Date.. 5/08/11
Qty Unit Charge •Per
Extension
BASE 'FEE
45.00
1.00 9.0000 THOU BLDG 2,001-25,000
9.00
-----------------------------------------------------------------------------
Special Notes and Comments
REPLACE EXISTING 30 FOOT TALL FLAGOLE IN
MEDIAN -OF RANCHO LA•QUINTA`.DRIVE AND
CASCADAS CIRCLE INTERSECTION. 2007
CODES.
------------.---------------------------------'-----------------
Other Fees ,. BLDG STDS ADMIN (SB1473)
1:00
ENERGY REVIEW FEE
3.51
STRONG MOTION ($MI)
-.COM
..54
Fee summary Charged Paid Credited
Due
Permit Fee Total 54.00_ .00
.00
54.0.0
Plan Check Total 35.10 .00
.00
35.10
Other Fee Total .5.05 .00
..00
5.05
Grand Total 94.15 .00
.00
94:15
. LQPERMIT -
_
REFERENCE
.` .
GBG 2001
FLAG POLE FOUNDATION
A56E 1-05
30' TALL FLAG POLE
FLAG SIZE AND QUANTITY: 2- 5'X8' NYLON FLAGS
WIND LOAD ONFLAG POLE
'
BASIC WIND SPEED = 85 MPH `
EXPO54JRE = G
F=qz G Of
cli = 0.00256 Kz Kzt Kd V"2 I
6.5.6.6 TABLE 6-3
Kz _ .q8
YVf
6.5.1.2
Kzt = 1.0
6.5.4.4"TABLE 6-4
Kd = .85
r
rV = 85, ..
..
TABLE 6-1
I = 1.0
ciz = 15.41 (1.3) = 20.03 PSF
`
6.5.8 -
•G_.'85-
- -
-FIG 6-21
Cf IA
.
r v,
+
F=20.03 (.85) (I.q) = 32.35 P5F
ASSUME b" FLAG POLE
. . • . s
NA '= 32.35 PSF(.57 = 16.18 PLF Z
RESULTANT LOAD = 243# AT H=30'
. .Lu
, .
WIND LOAD ON FLAG ca
. . I. .
Wf = 0.0014 \/^.2W w
Wf = .0014 (85)'2 (1.3) 118# AT H=30'
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.. . . . . . .. .
APP-O"rN
FOR CONSTRUCTION
. ... . . .
30' .TALL FLAG POLE FOUNDATION SHEET
_ • CITY OF LA QUINTA, GA
85 MPH, EXPOSURE G 1/3
L3F
SD r1H
r4,41 45.G4
r1V Olii 45. 59
to assume sole and�ompleie responsibility for
Construction contractor agrees that in accordance with generally accepted construct on
practices, construction contractor will }.�e rectuu ed Colifornlo Council
job site conditions during the c'"c`tsc cshall be f'cons`made to I ply ccmtinuou including
andfnot he limited to
7!e
and property; that this reyuirententconstruction contractor further, agrees to defend connecin�demtion wah te ho "normal working hours. a alleged in design professional harmle.: from any and allliability ar�ieinl tlom he see negligence of design.i
performance of work on this project, excepting +
1�rnfessional. i p�
SANBORN/WEBB INC -
0 Civil Engineers Land Surveyors
Architects Land Planners
255 E1 Cielo Drive Ste 315
PHONE: (619) 325
PALM SPRINGS. CA. 92262
�N C HM ARK PD 108-70 BRASS CAP ON CONC. MON. 2.0 9 . S. E.
STATE
W. ON AVE. 50. g90:OW.EOF F
f 11i INDIO AREA. ON JEFFERSON ST 6 30.0E IGF P P #711-82,
28.0.
PERSON ST. Q. N. OF AVE. 50,
(2 POST IN S.W. i/4. OF SEC. 33. T.5S.. R.7E.. S.B.k.F.B. 31. P•P• 19 64
-..arms• 31.661
IN THE CITY OF LA DU ' PLAN
GRADING & PAVING X
MODEL COWL"
RANCHO LA QUINTA
]SHEET NO.
IN THE NW 1/4 OF SEG`TION 32 T5S, R7E, SBM
W.O.
FOR RANCHO LA,, OUINTA
T C: �� ITT
1
OF 1 SHTS..
FILE NO.
bin #
City of La Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012 '
Building Permit Application and Tracking Sheet
Permit 4
1D"
Project Address: " 9 2q 5 14RGke Cz. (P- ,C
Owner's Name:''.
A. P.-Number:
Address: Fo g (�
/'
Legal Description: 1 f,7c i 2 % o'(/J l` �-o '4" �o
City, ST, Zip: L C� , C.t
Contractor:o � � M ew �
�CSc� ��• ��.�� �
Telephone: fflo 1 `l
"? "�'7 1
::;�»•:�'>:>::>::>:>:ii:>::>:?E::i:>:>::::.s<:i?:::
Address: �o ('"�.( (,
Project Description:
City, ST, Zip: U 9 , �� 9 Z 2 9—%
I� �G GR eKl -FIG 0 (e
Telephone: I (a G 'I'l 1 '1 "�
P l
..1
State Lic. # : � (p Z� � � City Lic. #;
Arch., Engr., Designer:
Gt.✓I G�.. �al C G �o J �t r G �c rsOc,o
Address:
City., ST, Zip:
Telephone:
4 M,.i:;:•;::•;:;:,:i:;:'<:`i<:>.:i::i:;.......... ii:::>•`ii
Construction Type: Occupancy:
State Lic. #:
Project tYPa (circle one): New Add'n Alter (!5DDemo
Name of Contact Person: A44A ��
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: rp ' 'j
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
?ERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs. ~
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Bayance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' 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 Fses
I I < PRE ENGINEERED FLAG POLE
I I AND CONNECTION BY OTHERS
• M1 I I ..
^• I' I FILL vi/GROUT AFTER
ALIGNING FLAG POLE
. F.G.
�</x gz
4-#3 AT 3" O/C
\/ A -A
I I
#3 TIES, AT t I I
12" O/G I 16-#5 VERT.
3000 PSI
CONCRETE /\ I I /�
3.. GLR.
6-#5 VERTICALLn
GROUND SLEEVE
BY OTHERS
2'-011m BOTT.
2'-611(p TOP.
BOTT.
2'-6" (P TOP.
SHEET.
30' TALL FLAG POLE FOUNDATION CITY OF LA QUINTA, GA
55 MPH, EXPOSURE C, 5/3
Oct 11 10 02:32p Flags"A"Flying J Cuddihy
760 343-1137 p.2' r
IEF
5" - 14 gauge spun aluminum ball
Model
ECX30
,gold anodized
Single sheave truck, cast aluminum
.
non type
4�
revolving, -fouling
2 Bronze swivel snaps with covers
'
per halyard
1 Set of halyard:, #10 poly
-
i r
M
r
y
O
0
C
CL
C1
X
W
'CL
a�
'
1 - 9" Cast aluminum cleat
Truck Detail
rn
a
Aluminum body
•
Stainless steel ball bearings .
m
Aluminum sheave
O
Cast 6Uminum spindle
is
Aluminum flash collar
U
'
3000 PSI concrete
All shale with overall
length o< more than
Hardwood wedges
38'-6" ate shipped in
-(supplied by others
O
two sections.
Dry sand tightly tamped
CL'I
-
after aligning pole
ih
o.
Each section matched marked
Foundation sleeve -16 9 a
E
for field assembly. Exposed ,
hot dip galvanized steel
.•• °
N
portion of jam sleeve must
Steel centering wedges -
be well lubricaUd prior to
assembly. -
t
1/4".Steel base plate
0
"-
t;
6„
1-1/2" maximum shop
gap allowed for field fitting
1/4" Steel support plate
rarrl for tightjoint)
welded to grounding spike
8"1.
`
12"
Rename: ename: ECX30 sin le sheave_revolvingtruck.al
,
PPo'ect:
Ground set tapered aluminum flagpole: ALLOY: 6063T6 "
Location:
Exposed height: 30'-0"
Overall height.
33'-0" "Q" Flyirig
Architect:
Ship in 1 section
Butt
diameter.
5"iNIJob Cuddihy
Contractor
To diameter. 3"
Walithickness:
.125". �I73-879 Boca Chica Trail
Customer.
Finish: 100 grit polish
fTlrausand'Palms CA 92276
76C 343-1175, Fax 343-1137
Oct 11 10 02:33p Flags"A"Flying J Cuddihy 760343-1137 p.3"
INSTALLATION FLAGPOLE ERECTION INSTRUCTIONS
1. Dig foundation hole Chree (3) to' -four (4) times the 'butt diameter of the
flagpole.
2. Set the foundation tube so that the top of the foundation tube is two Inches (2")
"above grade.
3. Plumb foundation tube and brace.so that it will not move during the;pouring
.of the concrete.
4. Pour concrete and trowel up -even with top of foundation tube. Keep inside of
foundation tube dry.
S. Lay pose on saw horses and unwrap. If -a two (2) or more section -pole, fully
grease jamb"sleeves, l.ine.up arrows on each section and jamb together. Also,
make sure that the numbers which appear on the pole at the joints between.sections
are the same number. If they are not the same numbers, the sections will not'fit
properly.
S. Screw the truck into the top of the pole. Use wrench to assure tight "fit.. -.If cap
style truck is.used, be sure' set screws are well tightened._
7. Screw ball into truck and tighten ball .set screw. Ball should be tightened into
truck tightly by turning stemof ball with wrench. Do not tighten by turning ball
ro ex.
8. 'Slide aluminum flash collar ori from the bottom Of pole to above cleat level and
"attach cleat with one screw to hold flash collar until after erection of pofe.
Then remove cleat, slide flash collar down and replace cjLeat. Caulk between
the collar and the,pole with a waterproof sealant. (Disregard these"flash collar
instructions If no collar is'required with the pole.)
9. Thread -rope through sheave (pulley) of truck and tie the ends together so that the
rope will not drop out of the.sheave during erection of the pole.
LO.. Erectpole into foundation tube and center in foundation tube. Tarn so that
cleat hole9 are in the direction desired.
11. Place wood wedges (supplied by others) between the pole and the foundation tube
and plumb pole.
12. Pack dry sand between the pole and foundation tube. Leave two inches (2") void
at the top and. fIll with waterproof sealant to keep water out of eared.
(Example: Roofing cement or asphaltum sealant).
13. Attach rope clew"i(s) to pole.
14. Loop snaps on rope, space properly to -take flag size being used.
IMPORTANT: When erecting 2 piece flagpoles, never plate your sling at the top
of the pole. Sake sure Sling is positioned below the joint; thus
eliminating'the possibility'that -the 2 sections could separate .
during hoisting.
: joi(m Codes A
'Z3-879 13.. C'l..
•• llonsand Pa6s CA 9=6'
76034,,3-1175 Fax 348-1137