0311-015 (ELEC)LICENSED CONTRACTOR DECLARATION
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
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
762799 A 05t31/,t(
Date �� �f/. Signature of Contracto _
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) 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 & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
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 & policy no. are:
Carrier STATE FUND Policy No. 1557214-02
(This section need not be completed if the permit valuation is for $100.00 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, and agree that if I should become
subject to the workers' compensation n provisions of Section 3700 of the Labor
Co"de, I shall forthwith comply with those provisions.
bate:., - Appicanta-..-r
Warning: Failure to secure ' Worke Compensation coverage is unlawful and
shall subject an employer to"criminal penalties and civil fines up to $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.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his
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 applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
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 State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
/
Signature (Owner/Agent)— -I- ^" - Date
1
BUILDING PERMIT PERMIT#
0311-015
DATE VALUATION ppyq LOT TRACT
: 'e Pl.7,Oi1(trtJO ptli' i/J[•�rf%
JOB SITE
ADDRESS 7.q-294— I/2 H%VY 13
APN
OWNER
CONTRACTOR/DESIGNER/EN (NEER
&rAMXO xiEMOP7v4 ENT CO.
SfAMK0D1'`'ti TAP'Mk.L' T CO.
2205 n PODTI TI7A AIM
:3856 VIAT OUM
MANHATlA,N BEACH CA 90266
MA I)'8L MY CA 90292
(310)SZI.6161 CBL# 2172
USE OF PERMIT.Ry
c.T
laWl
SITZ UCtHT)rN(3. 1 s &A AT PAR,C.I!I.S 7 et 1� MAT PARC ELS
Z3 &4 PER APPROVED PLANSI/€ MUC` URAE, CALC3,200! CBC.,
VALUATION 1910M.00 I,S
19MM,, . C0b7' 0.' C011IM'RI 'C."113 ON
17.00 IDD
PIAN CHECK FEE 101-000-439-1.144 $117.00
CONSTRUCTION 1E& 101-•000-418-000 $180.00
EL EC TIUCAL FEE 101.000.420.000 $33.00
STRONG MOTION IEE - COMM 100-M.0-241-000 33.57
-TOTAL. CONSTItLJ`MON AND PLAU GTS. K
$333.51
Las PIM -PAM I
$0,00
T01Ai.. rEwid 'L' FYLS J5133"P.' NOW -
=14 S7
CiL Q 1 2423
J
RECEIPT —
DATE
DAT9 F ALE
INSPE R
RECORD
OPERATION
DATE
tl�i TOO
00'
OPERATION
7DATE
1144P
-AP� ALS:
BUILOING PROV
A11pP ,FO
MECHANICAL V4&
Set. Backs
Underground:Du cts
Forms & Footings
Ducts
Slab'Grade
Return Air
� 'Sfeell
Combustion Air
RoQf. Deck
Exhaust Fans
O.K. to Wrap
F.A.U.
Frarfing
Compressor
Insulation
Vents
,"..Fireiplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS -SPAS
BLOCKWALL APPhOVid_S
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste:Lines
Heater Final
Water Piping .j
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
'Sewer Connection z.
Encapsulation
Gas. Poing'
Gas Test
,Appliances
Final
COMMENTS:
T
V:
c.
Final
Utility Notice (Gas)
RO
ELECTRICAL Af)f'RO LIS'
jemp.0owtOole
�.Undergroundtonduit
'pough Wiring
'-Low Voltage Wiring
Fbdures,
Main Service
Sub Panels
E;ieri4r Receptacles,
G.F.I.
Smo7k'o Detectors
Temp.- Use of Power
Final
Utility Notice (Penn),
4
19
A
X
Bin # City of La Quinta
Building 8z Safety Division
Permit # P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Project Address: S L Owner's Name: �jvl�r-c. I., lnJ i
1ti�, z
A. P. Number:
Address: �c? j� 4 y z),d
Legal Description:'(City.
ST, Zip:L l� 5 E &:7=r4�, ZZ�
Contractor: ST,4
Lo P ^fl r N"T
FTelephon :'f ler) 7 �q O lGj �-
Address: -P0 F� 0- X /-y �"1� c�
Project Description:
City, ST, Zip: PAJ-- ✓( �!✓S� 11�T, G/1 CI 5
j� ��C� 2.� i LI I-+ rs
Telepho a 1(_0 D (
, �. _
�/f .G - U l i ' S
State Lic. # :
City Lic. #:
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:S-7
- { ' •
.,.'•:.,. -•,.. _ .'-: ,.:::rt=
Construction Type: Occupancy:
State Lic. #::h."
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
DA n/ JAC-cl g S 5 0 N
X Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: -? 6b3 Z7 5 ^ � �
stimated Value of Project.DU U
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Req'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted 14- Q
/L
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Cafes.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for correctioue
iss
, Z p
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, readv for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A I p p
Pub. Wks. Appr
Date of permit issue
School Fees
r--
Total Permit Fees
3, "--V C'M Cs
2iUw oG lG,LiuGdw
P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT
78-495 CALLS TAMPICO (760) 777-7012
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
To: Greg Butler, Building & Safety Manager - -To CDD: 10-28-2003
From: Oscar Orci, Planning Manager Due date: 11-3-03
Status:1 st Review
y Building Plans Approval .
(This is an approval to issue a Building Permit)
The Community Development Department has reviewed the Building Plans for the
following project:.
Description: Site Lighting for Parcels 2,3,4,7,8.
Address or general location: 79-295 Highway 111
Applicant Contact: DanJacobsson 760-275-4064
The Community Development Department finds that:
❑ these Bing Plans do .not require Community Development Department
a a.
...these Building Plans are approved by the Community Development
Department.
❑ ...these Building Plans require corrections.. Please forward a copy of the attached
corrections to the applicant. When the corrections are made please return them to
the Community Development Department for review.
v /den
®�
Orci, Pla.Aning Manager ate
r•
YOUNG ENGINEERING SERVICES
-,Engineering •Architecture•Surveying• Building & Safely Services
Letter of Transmittal
To: %u
A::
�L Q�a�".QrL� — Date:
Project:
Attn:PC#:
Tel No.: Tract No.:
We are forwarding: By Messenger
No. of Copies Description:
� J
r •I �� . i
wid—Is
By Mail Your Pickup
Comments:
This Material Sent for:
Your Files Per Your Request
Your Review Approval,
Checking At the request of:
Other
By: 0iY_ sl)t '
Phone #
77-404 Wildcat Drive, Suite C, Plam Desert, C4 92211 (760) 360-5770
Bronz Young
�phq Earth Systems Southwest
Project: Light Standards for The Centre, in La Quinta CA
Project No: 08628-03 Date: 03/19/03
Calculation By: Shelton L. Stringer, GE
FOUNDATION LOAD ANALYSIS OF 34 -FT HIGH LIGHT STANDARDS by 2061 CBC
Basic Wind Speed
Exposure:�4��5,�!
v4 k DI mph Lateral Wind Load govern Design
Wind Stagnation Pressure
qs4 ;;r12°6 psf - ` from Table 16-F
Importance Factor
Iwr ; "t1 00ti from Table 16-K
t Pressure Drag Coefficient
C aa'1.4,U from Table 16-H
Exposure Pressure Height Height Projected Lateral Bending
Ce p
from Ground from Base Pole' Area Force Centroid`` Moment
t Table 16-G CeCggslw h H Diameter PA P " x "M
psf
feet feet inches: sf lbs' feet ft -lbs
d
°vr'2 5 0 x sg r5p
Pole (0-15 ft) 1.06 18.7
15 12.5 6.6% 7.9 y 147 '„ 8.75.1286-'
Pole (15-20 ft) 1.13 19.9
20 17.5 5.8 2.6 52 17.50 902
'Pole (20-25 ft)' 1.19 21.0
25 22.5 5.1, 2.3' 48 "22.50 1070
y
Pole (25-30 ft) 1.23 21.7,
30 27.5 , 4.3 1.9 42 27.50 1161
Pole (30-40 ft) 1.31 23.1
34.5 X3248 ` ;�� 3 6' � " 15 34 32.25 :1102' L
Fixture 1.31 23.1
36.5 i,f, 34.4 z! F?. a4.0 ±:,; 92 36.50 3374
Totals
20.1 415,. .' 21.4 8895 '
FOUNDATION DESIGN ANALYSIS
Hoftontal Load H =
Fi 0s415 kips
Foundation Diameter D _
�`�2 O'feet •' y
Foundation. Depth L =
}fi,`�ryhr, 6"Ofeet
Effective Application Height e =
s d rF21s;4yfeet y
.
.
-,
.94Lae131
.Ca�cI.b Brms 16n ,.;. r,.
Average Density of Soil y _
i'Wi�F � 100) pcf
. �Ayerage Friction angle _
.r rx 4 Y
�4 �301degrees conservative value for loos se state'''
Rankine Passive Coefficient KP = =
tan 2 (45 ° + 02) -level ground QROF ESS/pN
' =
Passive Effect. Fluid Presure EFPp ' =
3.00 Q�0 ON L. ST q�F•
�``/ 9�2 2�
•
yKp
I�3 G� 2
-
300 Oct c�
Passive Pressure @ base pb _, =
'++. cn Nb.2266 ]mo m
3 yDLKP ` • `� 22
Exp.. 04
'psf
5,400 _
:4: Ultimate Passive Force Pp =
1.5 rDL Z K p `r� cFCrECHN��'P��Q
S"r `r� k Sf rG'.f>Af
A% 32 kips gTFOf A`1FOQ�
+l'A^T-'iDr,)3fE'C '�.
�E M�jl}�9%'4�''r] 7:}.
k�'�dnc•sR.:'.+'ilyF'... ti y
4,� r�,��.�Moment Equilibrwm�•�,tr� FSv� k,, ,�
�'-�y''�i•`'' yr,;,�11a5'�.a sm ^^{ .".cyrr 91 ,a'�xSni... .�'yF"�''�"��
� � �,yxv'C� `yry�r� '
��
.�'LIsicr3J°� ''J7�k _ 5 C''°�, y§S„bg�%}`• Jr'l� %�kY; ��� _
��Mr/Md .�(0 5 yDL�'Kp)/H(e+L�) ��M�,��,�+,j}-��,�v.
'x`�, 4,+.�: } ,tf k•„�ari` 9L'"`•, Fila r�}sd�d�$i�r,F io:154�}{i+W is
,�.
�Z�, F xi T' +� 'i td 4 w7 4'.�.,kJ .+• "�" � ..-�• i ?3 '�`y�t3 �.�i � �3 �, �i��'in^''i..4'�,i�:t� sFr •r
�` Moi FS d +Mr '`0�'i,*34',a;+t-fir,„*cv 1� `�r�:• � ,.- S + ,,, ��„ .sa � a
�i`
..',��,�t���.,.z�..�` •�h „(M ).�., ..x.�.. �',�s,�sti,.��.�� cy���x:F .�-��«.
,{fix ,
� ��5 �•�; �~ .�: ,s�...t��f,<�;s�. 3r��OkaY,�t>;. „�t
Applied Lateral Load; 'P =
415 lbs
Short-Term/Permanent, '. ? _
'� 2 -Enter (1) Permanent, (2) Short Terni
Xi. Lateral Soil Bearing, S=
psf/ft (from Table 18 -I -A) .
S1 = .
- 600 psf = S*d/3 for d < 12 ft, else 4*S
S3 = ;.
i 1,800 psf = S*d ford<12, 12*S ford>12 .,'. .
Foundation diameter, b= 'r
2:0.0 ft
s Application height, h =
-'� : 21.4, ft
A _
*P/(S1*b .,'.
0 81 ft = 2.34 )
Trial depth,-, d -'
- ,
_ z
6
s �0 ft (if less than 12 ft, otherwise ente'r 12)
Req'd depth-nonconstr, o do = _ .
.' } „ 4.8 ft = A/2*(1+SQRT(1+4.36'h/A)) Okay
Allowable Deflection,' „ ,:,, ya ='
0.5 inches
Overturning Moment, M =
8.895 ft -kis = P*h
["
PY1:; L k'a. _- a,:
l
i*u .,...r kid, ..-..a..A. .de-� ..s,.r.'3. ...,I ..d ... . ?cr.. ..... .... „r,:,... .eX.. w...: ,+•t... ?,.. 1,..... C -i:... \'". �,....1 J_ -a. ..iF.n _<i'i's.a� t]. -3:$b...''?' F�.E ._ ?Iv(Y ,�.tiFS tt „.. R..,..?f. .
Compressive Strength t'c'
"< ,, `3 500} psi
Pier Moment of Inertia Ic =
1.63E+04 5n° _ ,rD4/64
•
Neutral Axisc =
12 in
Bending Moment M =
106739 in -lbs
' Extreme Bending Stress: fb
79 psi _ MGI
Tensile Strength ff _
136 psi _. 2.3fco-5 '
FS
1.73 , Okay, No reinforcement required",
x,12'
S' TAPERED POLE
B
CONNECT ALL EQUIPMENT•
PER SPECIFICATIONS. POLE
GROUND CONDUCTORS TO
SHALL BE MADE PLUMB WITHGROUNDING
LUG IN POLE
LEVELING NUTS.
ORARY CAP ALL CONDUIT
HAND HOLE WITH COVER
V
1'-6" FROM BASE OF POLE. '
9"x 6" MIN.
OPP.ERWELD GROUND ROD
'
D TO EQUIPMENT GROUND
AT GROUND LUG'IN POLE
DETAIL "C"
PROVIDE JUNCTION BOX ON
37
POLES WITH SECURITY A
A
CAMERAS ONLY. REF SITE
PLAN FOR SECURITY
0
4) ANCHOR BOLTS 1-1/4" DIA.i
POLE LOCATIONS
42" LONG x 6" HOOK WITH 2
FINISH GRADE
NUTS, 2 FLAT WASHERS AND 1 '
LOCK WASHER EACH
�• '
..
• N
CONDUIT AS
4-#8x8' (MIN) LONG BARS
REQUIRED
EQUALLY SPACED ,
(i" MIN)
c
z_
y3.TIES ® 16" O.C. MAX
VERTICAL AND HORIZONTAL
BARS SHALL BE.FIELD TIED.
3" MINIMUM COVER TYP
WELDING NOT PERMITTED.
SUPPORT REINFORCEMENT IN
t
ITS PROPER LOCATION FROM
THE FORMWORK DURING
_
CONCRETE OPERATION.
N
Z
2' BELOW FROST LINE 24 -
DIAMETER
NOTES:
I. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL
J
2. IF WATER. IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE
S. • FOUNDATION EXCAVATION SHALL BE BY 24' AUGER IN UNDISTURBED OR PROPERLY COMPACTED
!J
FILL PER SPECIFICATIONS.
4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF.
FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE
VALUE OF 1000 PSF.
5. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL
PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4)' OF "EMBEDMENT OF POSTS
WITH OVERTURNING LOADS'.
�. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW.
1. DETAIL FOR 39' POLE (MAX) WITH MAX. FIXTURE EPA 4.6 SQ.FT.
#3 TIES AT 16" O.C. 5/8"x 12' (MIN) COPPERWELD
GROUND ROD CONNECTED TO
EQUIPMENT GROUND WIRE AT
ERTICAL
.4-#8 VERTICAL---.
GROUND LUG IN POLE
REINFORCING
.
BARS PLACED
INSTALLATION IN CONCRETE
ADJACENT TO
PAVING REQUIRES CONTINUOUS
ANCHOR BOLTS
1/2" EXPANSION JOINT MATERIAL
ALL AROUND. SEAL WITH JOINT
SEALER PER SPECIFICATIONS
CONDUIT AS REQUIRED
JUNCTION BOX (SECURITY POLES
SECTION "A -A" ONLY), LOCANDBETWEEN
SECOND TIES
MON S
y�q�A�+C" ®�EgpNgpGgQIN
MOR E
.
C!o"ll' JGCJ'tl l7'CJO ..
P61_E-T6-bASE PLATE WELD
SHALL COMPLY WITH AWS
ANCHOR
SPECS. AT TOP AND BOTTOM
BOLTS
OF BASE PLATE
BASE PLATE BOLT HOLE
T4Y5P
' POLE BASE PLATE ND
0'-3 3/4'
BOLT PATTERN PER
MANUFACTURER'S
RECOMMENDATION
o
1
\_
LIGHT FIXTURE ORIENTATION
24" DIA. CONCRETE FOUNDATION
(SEE SITE PLAN FOR
ORIENTATION TO BUILDING)
JUNCTION BOX (SECURITY POLES
ONLY), FLUSH WITH FACE OF LIGHT
POLE BASE. LOCATE JUNCTION'BOX
TOWARDS FRONT OF BUILDING.
BOLT' COVER TYPICAL
REF SPECIFICATIONS
SECTION "B-B"
HANDHOLE WITH COVER REMOVED
BURNDY COPPER #KPA4C
GROUNDING LUG WELDED
SCRULUG AND TIN PLATED
TO INSIDE OF POLE
NUT AND BOLT OR BURNDY
TWO PIECE BOLT
COPPER #KC20 SERVIT
ATTACHED TO ROUNDING LUG
COVER REQUIRED
HED
GROUND TO CR
LOCKING WASHER.
GROUNDABLE
D
NUT
5" MIN. 5.5" MAX
LEVELING NUT
WASHER
BOLT PROJECTION
(MAX 1" FROM
CONCRETE)
BASE PLATE PER
SPECIFICATIONS
DETAIL "C"
ANCHOR BOLT
N
12 1/2"
BOLT CIRCLE
�
as
RgD�V
uQi
TYPICAL ANCHOR
BOLT SPACING
IGHT POLE
BASE DETAIL.
Earth Systems Southwest
Project: Light Standards for The Centre, in La Quinta, CA
." '� Project No: 08628-03
Calculation By: Shelton L. Stringer, GE '
Date: 03/19/03 '
FOUNDATION LOAD ANALYSIS OF 34 -FT HIGH LIGHT STANDARDS by 2001 CBC
Basic Wind Speed *
x
v,7M mph Lateral Wind Load govern Design
FY .
ExposureYC
}; Wind Stagnation Pressure
MEW tiA psf
gsyws�,from Table,16-F
• Importance Factor
Iwsv,s µUOQ from Table 16-K -
Pressure Drag Coefficient
Cq 74, from Table 16-H
Exposure Pressure T Height Height Projected Lateral Bending
Ce p
-,from Ground from Base 'Pole Area ' Force Centroid Moment
' Table 16-G CeCggslw h H Diameter PA P x' M
r.psf
feet feet inches. sf lbs feet ft-lbs
r 245J 0 sr`grjr
Pole (0-15 ft) 1.06 18.7
15 '12.5 6.6 7.9 147 8.75. 1286
Pole (15-20 ft) 1.13 19.9
X20 17.5 ° 5.8 < f 2.6 52 17.50 902
Pole (20-25 ft) 1.19 21.0
25 _ 22.5 5.1 2.3 48 22.50 1070
Pole (25-30 ft) 1:23 21.7
30 r - 27.5 4.3 1.9 42 27.50 1161
Pole (30-40 ft) 1.31 23.1
34.5 m32� "` 3 6°` 1 5 34 32.25' 1102
Fixture 1.31 23.1
36.5x34` 92 36.50 r 3374
Totals
20.1 415 21.4 8895
FOUNDATION DESIGN ANALYSIS '
Horizontal Load H
'D
Ikips
#�2 (feet
• • Foundation Diameter _
Foundation De p th L ` ' _
'���,s, f6Qfeet
''`2v
Effective Application Height e
Ngjwj2afeet
Latex,- Sr -r .:t ,, ;m..�. cYi 6 r '�.. ,y Y -'* { ' at a 2 9 5 e"•''fE,..ry* e-• 3 t+` .a ' i`r
."ral�1 oad�C,a aci b..:Broms.t --_ ;,method: x r� rK�{,�,..�,�,•�.....;:<L�.,�:.�z��.'� �_..��^ r,° .a.5.,:�'.. i,,. Y Ana. .��>a.�l��;... , c.... �,{��,.r..,:
�Average Density of Soil _ y
`
Q pcf
�° L
Average Friction angle =
g g
._ _5, 30 degrees conservative value for loos se state
Rankine Passive Coefficient Kp ;: _
• tan' (45 ° + 2) -level ground QbLOFESSIpN
Passive Effect. Fluid Presure EFPp.
r 3.00 ^ . QUO Ort L. ST ql�,
'
�y
.; Y4 c X2266
- _
'' F
rn
'3 rDLK, 300 pcf r � U) No. 2266 m
}Passive Pressure @ base - pb =
Exp. 6-30-04
• ,, , w
.5,400 psf � �
t Ultimate Passive Force Pp
1.5 yDL KP LP �P
�cw4ikC'k
32 kips 9TFOF A Wfj'
4 k . d-=: L .r1i ` s+k�" 2h<Gc'i ,'i'^^'6-ia . ' Ta j 7' y "•.vo""3y�
Moment EquU,brium FS (t
t ' •<`��P ,f *r'S- y e��;tot'
�' l "'A� r al
M`/ d 6 DL �p /I Z s' mss,
tik' (k 1,sf�r7 P ") r1�
* °» '•'{
{ f* f- :p ,7`_fv L„ ���r�k..$�q'eS,r�'u�� - 1++Y iC�
�Moc FS d) -Q y� c t`�i . + i .n 'kF'.
�. `�,'�G
w:_h r aaxtst v am
.>•,<:w�,. .sn�..� .�,...�..,�,...�,� �s. �,�>-�.�:r,.� ,[
i-
..��5 er}
�x� -ter �� ,? '�3Cc. �,�OkaYs��Y
*a LateralSBeari ;a_'nd _Desi n?c"riteriataken"fromCBCSection,1806: 72�Spur �, ;"ss,h �?u ? F`k? �;;
Applied Lateral Load, P =
415 lbs '
Short-Term/Permanent, ?
2 - Enter (1) Permanent, (2) Short Term '.
' Lateral Soil Bearing, S='
Y.". ,
-J X 1'50' psf/ft (from Table 184-A)
- S1
600 psf = S'd/3 ford < 12 ft, else 4'S ry
S3 =
1,800 psf = S'd for d<12, 12'S ford>12
Foundation diameter, b =
2.00 ft
r Application height, - h =
,
21.4 ft
A = : ; r
.
0.81 ft = 2.34'P/(S1•b)
Trial depth, .d = 4
ft if less than 12 ft, otherwise enter 12
: Req'd depth-nonconstr, do = w
4.81ft' = A/2'(1+SQRT(1+4:36"h/A)) Okay t
Allowable Deflection, ' ya =
0.5 inches 1 I(
j�.G
d.
'Overturning Moment, M=
8.895 ft -kis P'h j
i = cTi� ii{,•rivE���
;�..:y{�.•:.F�.,i;:.,-F•.� ,�.. a15�1�-t�e!F/, ..+,v.h.:. }. � ai Yz 'i
,r ,:�I, 3:1. t.'FC7.i. i'Ok+/ 1 c•_
,
Compressive Strength tc �
Kpsi.
-
CITY OF LA 'QUINT
Pier Moment of Inertia " Ic : =
1.63E+04.in4, _ > >rD4
646UILDING SAF 1(.DEP
Neutral Axis c .
12 in '
Bending Moment M s
106739 in -lbs
-'
•` APPROVED
Extreme Bending. Stress - tb
79 psi = Mc/I
",
o.e r'FOR CONSTRUCTION
�
Tensile Strength ft
' "
136 psi 2.3f
'
,;
GD
FS `
1.73 Okay, No reinforceme
t re uire
• ., •` � '',5 y T1 : " a.t. r�; arr;,. -. `' - .{^J - •;1 • v.. C aLl
- I,, � ... e. •
` '• r, . r'� •.. ��: �� �,rrr . ti's 'I� � - ,i Ilr � � �' ,
)0' S'EL TAPERED POLE IB
CONNECT ALL EQUIPMENT
PER' SPECIFICATIONS. POLE
B GROUND CONDUCTORS TO
SHALL BE MADE PLUMB WITH
GROUNDING LUG IN POLE
LEVELING NUTS.
TEMPORARY CAP ALL CONDUIT
HAND HOLE WITH COVER
V -6 -FROM BASE Of POLE. '
9"x 6" MIN.
5/8"x 12' COPP.ERWEID GROUND ROD
CONNECTED TO EQUIPMENT GROUND
WIRE AT GROUND LUG 'IN POLE
DETAIL "C"
N
PROVIDE JUNCTION BOX ON
POLES WITH SECURITY A
A
CAMERAS ONLY. REF SITE
"
• PLAN FOR SECURITY
n(4)
ANCHOR BOLTS' 1-1/4" OIA.z
POLE LOCATIONS
42" LONG x 6" HOOK WITH 2
FINISH GRADE
NUTS, 2 FLAT WASHERS AND 1
LOCK WASHER EACH.
tR
�,..
fV
4-#8x8' (MIN) LONG BARS
CONDUIT AS .
EQUALLY SPACED
REQUIRED
(1" MIN)
c
.
�
#3. TIES ®16" O.C. MAX
VERTICAL AND HORIZONTAL
BARS SHALL 8E. FIELD TIED.
3" MINIMUM COVER. TYP
WELDING NOT PERMITTED.
SUPPORT REINFORCEMENT IN
ITS PROPER LOCATION FROM
THE FORMWORK DURING
_
CONCRETE OPERATION.
2' BELOW FROST LINE 24'
DIAMETER
NOTES:
1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH PRADE 60 REINFORCING STEEL
2. IF WATER. IS PRESENT IN HOLE, REMOVE BEFORE .POURING CONCRETE
S. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED
FILL PER SPECIFICATIONS.
' t. FOUNDAIIO14 SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000, PSF.
'i. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE
VALUE OF 1000 PSF.
i. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL
PRESSURE OF. 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS
WITH. OVERTURNING LOADS'.
�. EXPOSED' CONCRETE SHALL BE PAINTED TRAFFIC YELLOW.
t. DETAIL FOR 39' POLE (MAX) WITH MAX. FIXTURE EPA 4.6 SQ.FT.
#3 TIES AT 16" O.C.5/8"x 12' (MIN) COPPERWELD
GROUND ROD CONNECTED TO
El GROUND WIRE AT
4-#8 VERTICAL GROUND LUG IN POLE
.
REINFORCING
BARS PLACED INSTALLATION IN CONCRETE
ADJACENT TO PAVING REQUIRES CONTINUOUS
ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL
ALL AROUND. SEAL WITH JOINT
SEALER PER SPECIFICATIONS
!'
CONDUIT AS REQUIRED
JUNCTION BOX (SECURITY POLES
ONLY). LOCATED SEB COND TOP
SECTION "A -A" EES'
JMoo E ' INEENG
1 v
1 A. �Cllucno
POLE- `✓?OaBASE PLATE WELD
•
SHALL COMPLY WITH AWS
A
ANCHOR
SPECS. AT TOP AND BOTTOM
BOLTS
OF BASE PLATE
BASE PLATE BOLT HOLE
45'
TYP
POLE BASE PLATE0
0'-3 3/4'
BOLT PATTERN PER
MANUFACTURER'S
RECOMMENDATION
o .
\_
N
p'
LIGHT FIXTURE ORIENTATION -/24'
'DIA. CONCRETE FOUNDATION
(SEE SITE PLAN FOR
ORIENTATION TO BUILDING)
JUNCTION BOX (SECURITY POLES
ONLY), FLUSH WITH FACE OF LIGHT
POLE BASE. LOCATE JUNCTION'BOX
TOWARDS FRONT OF BUILDING.
BOLT COVER TYPICAL
REF SPECIFICATIONS
SECTION "B -B"
HANDHOLE WITH COVER REMOVED
BURNDY COPPER #KPA4C
GROUNDING LUG WELDED
SCRULUG AND TIN PLATED
TO INSIDE. OF POLE
NUT AND BOLT OR BURNDY
TWO PIECE BOLT
COPPER #KC20 SERVIT
ATTACHED TO GROUNDING LUG
COVER REQU IRED
#4 GROUND.CABLE ATTACHED
LOCKING WASHERAT'
TO GROUND ROD
NUT
15-
MIN, 5.5' MAX
LEVEL
WEER
BOLT PROJECTION
(MAX
CONCRETE)
BASE PLATE PER
SPECIFICATIONS
DETAIL "C"
ANCHOR BOLT
N
h1
12 1/2'
BOLT CIRCLE
4. .
r•
•
TYPICAL ANCHOR
BOLT SPACING
IGHT POLE
BASE DETAIL