07-1428 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
07-00001428
Property Address:
50999 CEREZA
APN:
776-190-024-D -3275
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESID
Application valuation:
14410
Applicant:
Architects
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
PIA
-----------------
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 Pr essiunals Code, and my License is in full force and effect.
License CE 13 C33 cense No.: 828210
tractar-
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 Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/11/07
Owner:
CITRUS EL DORADO LLC
1157 N RED GUM ST
ANAHEIM, CA 92806
Contractor:
CRAFTSMEN HOMES COMMUNITIES IN
1157 N RED GUM
ANAHEIM, CA 92806
(714)630-7685
Lic. No.: 828210
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
A(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 SIRIUS AMERICA Policy Number 01DKRM11001148
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 becom subject to the workers' compensation provisions of Section
ll ' J7'�0]0 of the Labor Code, 1 sh 11 f rthwith comply with those provisions.
ate: 7 I ✓ f scant:
WARNING: FAIL RE 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 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
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 Infonon is correct. I agree to comply with all
city a:noe runty ordinances and state laws relating to building constru ion, and hereby authorize representatives
of cau ty to enter upon the above-mentioned property f r i pe on put es.
Date: ature (Applicant or Agent):
Application Number
Permit
Additional desc .
Permit Fee
Issue Date . . .
Expiration Date .
07-00001428
WALL/FENCE PERMIT
162.00
11/07/07
Plan Check Fee .00
Valuation 14410
Qty Unit Charge Per Extension
BASE FEE 45.00
13.00 9.0000 THOU BLDG 2,001-25,000 117.00
----------------------------------------------------------------------------
Special Notes and Comments
60 L.F. 7' BLOCK WALL, 325 L.F. 6'
BLOCK WALL, & 221 L.F. 514" BLOCK WALL
AT DETENTION BASIN ALL ORCO SYSTEM
Fee summary Charged Paid Credited Due
Permit Fee Total 162.00 .00 .00 162.00
Plan Check Total .00 .00 .00 .00
Grand Total 162.00 .00 .00 162.00
LQPERMTT
Tw�p 4 4 a"
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
To: Greg Butler, Building & Safety Manager
From: Doug Evans, Director -CDD
BUILDING & SAFETY DEPARTMENT
(760) 777-7012
FAX (760) 777-7011
To CDD: •� ?.a ?
Due Date: , 1,9-07
Permit #: Status:
Building; Plana Approval
(This is an approval to issue a Building Permit)
The Community Development Department has reviewed the Building Plans for
the following project:
Description: 46AIC_5
Address or General Location: &,,t —5-6 fSS
Applicant Contact: 7y'/ • lc� 7�
The Community Development Department finds that:
❑ ...these Building Plans do not require Community Development
Department approval.
...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.
Doug Evans, Director -CDD Date
�-to se-v�'�r5�v�s� �ard�, walls c�1J auw-b
1SMISIGIo-7
= 1560 PSI WITH N7 SPECIAL RVSYEMCN.
NCI2EM BLOCK 57ALL CONFORM TO L.BC STD. 21-4 9 USE 03P
FES'MORTAR PER UBCSTD. NO. 21-15.
EASTM A615 GRADE 40 'TEH FBII'. GRADE 60 FOR fS 84RS
0 LN.
OUT STRBWM TO BF20LV P57 MIA. PER LW STD. NO 11-19.
MNG CaVMEM Z500 PSI MIN. LH 28 O4 YS. USE TYPE
Meff..
7VI11E 3' MIN. C ON1OWTE RERAR COVER FOR ANY FOOTING LL
47Af57N4TURAL SOIL
P RETARWAG WALLS:
NME 90 % MIN. BAOCFTLL COMPACTTLW. LZE NATIVE SOIL
7FM P8t SOBSBvGk
7VIOEAAST1MC-39 3/9'6R4MSL&DR4BVA5Sgo"
ITBZR 94CXRLI 901E OF WALL W/OM- -WA TERSIOP'OR
U4L
m
2
#4 HORZ. CONT.
9 24" 0/C 8876 CMU SOLID
GROUTED W/ NO SPCL.
INSPECTION REDD.
'G' BAR 9 EDGE OF
8" CMU FULL HEIGHT
(2) # 4 HORZ CONT.
9 24" 0/C
'F' DOWELS 9 EDGE NOTE: PROVIDE SPECIAL INSPECTION FOP.
OF 8` OR 12" CMU THE 72" CMU STEMS ON 7'-4" AND 8'
12816 CMU SOLID HIGH WALLS ONLY
GROUTED W/ NO SPCL.
INSPECTION REOD -
SEE NO TF.
IT DRAIASTAR SUB -DRAIN CONTMOUS
PER NSR -569. FOLLOW MFG5IA6TAL1AT701N
RECOM&MAT7ON5. PROVIDE OUTLET FrMNG
AND 4' 0THROWH WALL p 100'IIVTL32VALS.
H' BAR
f4 HORZ, CON T 9 72 " 0/C
(0 TOP AND BOTTOM AS
SHOWN
#4 KEY DOWEL 0 76" 0/C
FOR WALLS 4' AND HIGHER
a �E + 6"
A '
'B '
C'
'D '
'E'
'F' D 0 WEL
'C' VER T
'H' BA R
2'-8'
2'-8
N/A
2'—L)
6„
#4§32" 8/cJ4r"
N/A
N/A
3'-4'
z'-4'
N/A
2'-3„
6„
#4632 0 IC 49 "
11'
N/A
N/A
4'— 0
4'-0'
N/A
2'— J '
72 "
#4§32" 0/C 57"
„ J
N/A
#4632 O/C 21"
17
6 „r
4'-8"
4 -8"NIA
2'-6'
75
#5616" O/c 1 65'
N/A
#4632 O/C 24"
14"
6"F_
5'-4",3'-4"
2'-0'
3'-0"
18
#4§16" 0/C 33'
I
#4616" 0/C
#4076" 0/C 30„
-
24"
0"'
2'—s'
3'-3"
2r" "
#4§76" 0/C 33
#4§16' 0/c
#40#4076"6"F
0/C
1
27"-1
6'-8'
3'-4"
3'-4"
3'_0"
27„
#6616" O/C 149'
a
#. §16" 0/C
#4®16" O/C 39„
3,,
33,,-1
6111
7'-4'
4'-0"
3'_4
4'-0'"
30
#508" GIC J 49'
#4@76" 0/C8'-04,-0"
#4616" 0/C
36
A�,
4'-0"4'-6"'33"
#598" 0/C X57-- '
#4La16" 0/C
#4676" O/C42"�
6„
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1/2pp6
�HI.IrS1 •`�
TIMOTHY S. MALLIS CIVIL ENGINEER Title: Job #
ORCO BLOCK INC. Dsgnr: Date: 9 21AM, 10 AUG 06
4510 RUTILE ST. Description
RIVERSIDE, CA. 92509 Scope
(951)685-1521
Cantilevered Retaining Wall Design
:.; Page 1
r
9Rdrn��oy�ownam�da�arw�rsl���7m�m�;�gr�+�n�l�w���ree+s��epe� F:: "��:ulnG: qtC sf;; SP.l ll rl [7 S'.tiT7&1trS r:1V L'4g[lnrr-n-
Description TR 71490 6'-D" RETAINING W/ 2 TO 1 BACKFILL
Criteria
Allow Soil Bearing
= 1,800.0 psf
Equivalent Fluid Pressure Method
Retained Height
= 6.00 it
Wall height above soil
= 0.00 it
Slope Behind Wall
= 2.00: 1
Height of Soil over Toe
= 3 00 in
Soil Density
= 110.00 pcf
Wind on Stem - 0-0 psi
n Summary
g
_Desi.r:.:as-a r..--5•'ar���a'� :r.5-<.-:•�:<-,::�;.:•.a�.:-ter.:..
Total Bearing Load = 2,498 lbs
..resultant ecc. = 5-18 in
Soil Data
Soil Pressure @ Toe
Allow Soil Bearing
= 1,800.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 500
Toe Active Pressure
= 00
Passive Pressure
= 250-0
Water height over heel
= 00 ft
FootingllSoil Friction
= 0.400
Soil height to ignore
Allowable
for passive pressure
= 0_D0!n
Soil Pressure @ Toe
= 1,381 psf OK
Soil Pressure @ Heel
= 156 psf OK
Allowable
= 1,800 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 1,312 psf
ACI Factored @ Heel
= 148 psf
Footing Shear @ Toe
= 12.9 psi OK
Footing Shear @ Heel
= 16.6 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
Rebar Spacing
Overturning
= 1.94 OK
Sliding
= 1 62 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
= 1,314.1 lbs
less 100% Passive Force = 1,125.0 lbs
less 100°% Friction Force = - 999.3 !bs
Added Force Req'd
= 0,0 lbs OK
for 1.5 1 Stability
= 0.0 lbs OK
Foatin Design Results
Moment .... Actual
Toe Heel
Factored Pressure =
1,312 148 ps
Mu': Upward =
2,147 0 ft
Mu': : Downward =
497 880 ft
Mu: Design =
1,650 880 f1
Actual 1 -Way Shew =
12.87 16 60 psi
Allow 1 -Way Shear =
85.00 85 00 psi
Toe Reinforcing =
None Spec'd
Heel Reinforcing =
None Spec'd
Key Reinforcing =
None Spec'd
ir
Stem Construction
f
#
^'`
Top Stem
Min. As %
x:
Stem OK
Design height
ft =
2.00
Wall Material Above "Ht"
=
Masonry
Thickness
=
8.00
Rebar Size
=
# 4
Rebar Spacing
-
16.00
Rebar Placed at
=
Edge
Design Data
--
- - •-
fb/FB + fa/Fa
=
0.589
Total Force @ Section
lbs =
400.0
Moment .... Actual
ft-# =
533.3
Moment..... Allowable
ft-# =
905.4
Shear --- ._Actual
psi =
7.0
Shear.....Allowable
psi =
19.4
Bar Develop ABOVE Ht.
in =
20.00
Bar Lap/Hook BELOW Ht.
in =
20.00
Wall Weight
psf =
78.0
Rebar Depth 'd'
in =
5.25
Masonry Data -
-
-
f rn
psi =
1,500
Fs
psi =
20,000
Solid Grouting
=
Yes
Special Inspection
-
No
Modular Ratio'n'
-
25.78
Short Term Factor
1 000
Equiv. Solid Thick.
in=
7-50
Mewhly Block Type = Medium
Weight
Cori;mteData
fc
psi =
Fy
psi =
Footing Strengths & Dimensions
VFX
fc = 2,500 psi
Fy = 40,000 psi
Min. As %
= 0.0012
Toe Width
= 1.75 ft
Heel Width
= 1.50
Total Footing Width
= a-25
Footing Thickness
= 12,00 in
Key Width
= 12.00 in
Key Depth
= 21.00 in
Key Dista"ce from Toe
= 1.75 it
Cover @ Top = 3-00 in
@ Btm = 3.00 in
2nd
Stem OK
0.00
Masonry
12.00
# 4
16-00
Edge
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S ' Fr
Heel: Not req'd, Mu < S ' Fr
Key: #4@ 18.75 in, #5@ 28.75 in, #6@ 40
0.868
900-0
1,800.0
2,074.4
9.0
19.4
2000
6-00
124-0
9.00
1,500
20,000
Yes
No
25-78
1.000
11.62
`
'
•a
- �I.ir
TIMOTHY S. MALLIS CIVIL ENGINEER Title: Job #
ORCO BLOCK INC. Dsgnr: Date: 9 21AM 10 AUG 0E
4510 RUTILE ST. Description
RIVERSIDE, CA. 92509 Scope
(951) 685-1521
kt•: -1,0,00 f Pae 2
E
KVJ-0503522 V 51 3 22-J1995 Wn`2 Cantilevered Retaining Wall Design g
l'�1'�9E3-yy G un-
UdcFLT.LG c::dacu rhafllS arld - .%Vir}c5,tmP l lis.rn`,v dDcw riev.;
Description TR 31490 6'-0" RETAINING W/ 2 TO 1 BACKFILL
Summary of Overturning & Resistinq Forces & Moments
.....OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item lbs It ft-# lbs ft ft-#
Heel Active Pressure = 1,314-1 242 3,1757 Soil Over Heel = 330.0 3-00 990,0
Toe Active Pressure = 0-42 Sloped Soil Over Heel = 6.9 3.08 21.2
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
SeismicLoad =
Total = 1,3141 Q.T.M. = 3,175-7
Resisting/Overturning Ratio = 1.94
Vertical Loads used for Soil Pressure = 2,498.3 lbs
Vertica4 component of active pressure used for soil pressure
Surcharge Over Heel
Adjacent Footing Load
Axial Dead Load on Stem =
0.00
Soil Over Toe =
481
0.88
421
Surcharge Over Toe =
Stem Weight(s) =
5600
216
1,208 0
Earth @ Stem Transitions =
146.7
258
3789
Footing Weight -
487-5
1.63
792.2
Key Weight =
2625
2.25
5906
Vert. Component =
656.6
325
2,134.0
Total =
2,498.3 lbs
R.M.=
61570
Bin #
City of La Quinta
Building u Safety Division
Permit # P.O. Box 1504, 78-495 Calle Tampico
01, ` La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking She t
ProjectAddress:rjgSS FA7dddress:
e:
A. P. Number:
—7 (a 49 0 _ �JJ "f � eco �Legal Description: ,, NAT M."41k I e,f]
Contractor: CRAFTSWni Telephone:
Address: ) l Sy 7 0. RE p Um sr. Project Description:
City,ST,Zip: APJARa` � ��� �1Q U�i I� �� QVM0
Telephone:'74 L 30 7&k
State Lic. # : �- Z I D City Lic. #:
Arch., Engr., Designer: ur� 361
Q I L.
Address: a2 ��� �! G � b of O j `7 IE A( W j-Ztg f. F;
City, ST, zip: L4 401 � C►� q 2 253 ' 2�1 �.� F S' I' �J A! ,
Telephone: D I Construction Type: Occupancy:
State Lic. #: ' Project type (circle one)011) Add", Alter Repair Demo
Name of Contact Person: �TOtV S Ft_:
4 # Stories: # Units:
Teiepbone # of Contact Person: 16 Estimated Value ofProje Zy
APPLICANT: DO NOT WRITE BELOW THIS LINE
# Submittal Req'd Reed TRACIMGVENOM
. PERMIT FEES
Plan Sets Plan Check submitted FPlaChec-.k
Amount
Structural Cales. Reviewed, ready for corrections
eposit
Truss Calcs. Called Contact Person Plan Check Balance
Energy Calc&. Plans picked up
Construction
Flood plain plan Plans resubmitted
Mechanical
Grading. plan 2°4 Review, ready for eorrections/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:- 3 d Review, ready for corrections/issue Developer Impact dee
Planning Approval Called Contact Person
A.LP.P.
Pub. Wks. Appr Date of permit issue
School Fees
Total Permit Fees
May 02 2007 12:OOPM Cathedral Masonr3 & Conc. 7GO-328-9183
CATHEDRAL MASONRY & CONCRETE
Fax #(877) 278-3235
TO FROM:
Steve Sante Joe Velasquez
O01,411AN Y: ll?.TE:
Craftsman Homes May 2, 2007
FAX \Zil„'IBER: TOTAL NO. OF PAGES INCLUDING COVER:
760-564-2044 2
PI ION Ii NUMDIN SENDIOVS 1fl:11'1- fl;\CR. NLM11HR;
760-564-2044
RE: CITRUS REIAINING WALL
YOUR REFERENCE NUMBER:
❑ URGENT 0 FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE
N O'1'E3;'C.0 \11v1E\ TS:
-n for retaining block walls at Citrus:
d o�-w
r Lot# D
+' 60' Lin. Ft. of T High Fall
{ 325' LuI. Ft. of 6' High 1\'•',all
221' LiII. Ft. of 5'-4" High Wa11,
Lot# C
245' Lin. Ft. of 6' High Wall
381' Lin. Ft. of 5'-4"' High WaR
It you riced :anything Clsc, plcasc cotatact mc, 760-831-3868, thanks, JncV.
P.1
an ICAox
";,••� � `: �;% f4'/. ` 32 �� �. � � r•7 C,4
l��Y ` 15. EXISTING 6'CNAf N 002'55; w ,
' r LINK FENCE W/FABR � 1 60.00
�9 166
-
�� LCT D
ca
co
1 4 SEE STORM
X100=27.05a Q
. {3RAW PLANS
�o FOR BASIN DETAILS
tiG,�G • j POSED STORM DRAIN «
� / SEPARATE PLW { 1
O a ra
oo 4, '
jw
vu -
lit `
29.�,� 9 rT9
$
SEE STORM
Qy v
DRAIN PLANS I
`ti `ate WS100=27.05 FOR BASIN DETAILS B B
.PROPOSED WATER N.
BY SEPARATE PLAN LCT C a
o r 0 3
�.J-3 MI
TOE ON
r-
F r2 �
� .11 t �� `1 ��_- _ ++ � _ ��-spm-- L _ _ ___ � _ _- _... a •�,� 4r
Nn
w r�-
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EXIST MASONRY I �, � �_ � �- � � .... - _-,-=� � ------ - -=__- - �- - -- • -- �� `o �
---•-•, 6 _._..—. coo rev � v
MATCH EXIST. WALL WALL q Ln `.• u, _� -�_ _ MATCH ' EXIST. WALL. ` �B,