07-1426 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
Applicant:
07-00001426
50998 CEREZA
776-190-024-C -3275
WALL/FENCE
LOW DENSITY RESIDENTIAL
14374
Tity" 4 4 a"
Architect or Engineer:
-
PIA -
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am li=ens under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and P of als Code, and my License is in full force and effect.
Llcen Ma*- B 33 Uce a No.: 828210
Date: crer:
& SAFETY DEPARTMENT
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.).
(_ 1 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: f�
Lender's Address: Y
LQPERMIT
PERMIT
Owner:
CITRUS EL DORADO LLC
1157 N RED GUM ST
ANAHEIM, CA 92806
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Contractor:
CRAFTSMEN HOMES COMMUNITIES IN
1157 N RED GUM
ANAHEIM, CA 92806
(714)630-7685
Lic. No.: 828210
Date: 5/11/07
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 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 become ublect to the workers' compensation provisions of Section
700 of the Labor Code, sh I iar hwith comply with those provisions.
a17 ,, 0 A canr:
WARNING: FAILURE 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 �Iormatlon is correct. I agree to comply with all
city an county ordinances and state laws relating to building v ruction, and hereby authorize representatives
M��
above-mentionedproper r i c urposss.
Applicant or Agentl: '
Application Number
Permit . .
Additional desc .
Permit Fee
Issue Date
Expiration Date .
07-00001426
WALL/FENCE PERMIT
162.00 Plan Check Fee .00
Valuation 14374
11/07/07
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
245 L.F. 6' BLOCK WALL & 381 L.F. 514"
BLOCK WALL, AROUND DETENTION BASIN (LOT
C), ORCO SYSTEM
Fee summary Charged
Permit Fee Total 162.00
Plan Check Total .00
Grand Total 162.00
LQPERMIT
Paid Credited Due
.00 .00 162.00
.00 .00 .00
.00 .00 162.00
Bin # � I
I City of La Qulnta
Building 8E Safety Division
Permit # P.O. Box 1504, 78-495 Cake Tampico
O� La Quinta, CA 92253 - (760) 777-7412
Building Permit Application and Tracking Sheet
ProjectAddress: �] 55 t� �j"i` Owner's Name: !
A. P. Number: "7 4. 0 Lg2s Address: j WA <';T,
Legal Description: City, ST, Zip: A-
Contractor: C9 A F Telephone-
! l S 7 N � RED 6 Um sr. Project Description:
City, ST,-rip: A�AR q� � �I�-UG �(�.l(r �/11 ll mD
Telephone: 1 � 30 7L{p C '��•�C�ji. L�F���J�.7• Zfv`7/
State Lic. # : � Z,! p City Lic. #: 1)' � 0+ C — 2(.� L F
Arch., Engr., Designer: �jl�l uLTI
Address: 1I 900 E o �Tt 2b'b 0-9 Lb I
City, ST, Zip:
114 701 x,04 gZ2S r! r.WA�'i 221 �.�F, 5/ �I AI `IOv
Telephone: 7 7 i 3 Construction Type: Occupancy:
f
State Lic. #: ' Project type (circle one) ew Add'n Alter Repair Demo
Name of Contact Person:' L S Ft_:40
4 # Stories: #Units:
Telcphone # of Contact Person: 76 Estimated Value of Proj Z4 g
APPLICANT. DO NOT WRITE BELOW THIS LINE
# Submittal Req'd Ree.'d TRACKING
rr�� PERMIT FEES
Plan Sets Plan Check submitted pL Item
Amount
Structural Calcs. Reviewed, ready for corrections Plan Check Deposit
Truss Calcs. Called Contact Person Plan Check Balance
Energy CalcL Plans picked up
Construction
Flood plain plan '" Plans resubmitted
Mechanical
Grading plan r4 Review, ready for correctioos/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 correctionsrssue Developer Impact-Fee
Planning Approval Called Contact Person
A.I P.P.
Pub. Wks. Appr Date of permit issue
School Fees
�_. I Total Permit Fees
mlf, .
fm = 1547 PSI WITH IIID SAEC7AL. JA5PEC7TION.
COArAETE BLOCK SMU. CONFORM TO 09C57D. 21-1 R USE 06P �
'TYPES'MORTAR PER UBCSM. Ntl. 21-13.
U5EA57M A615 GR40E 40 STEH MW GRADE 60 FOR f5 MRS
AND U°.
G7dL1'1TS7PHC7N TO BE 1009 PS7MIN. PR UBC SID. INT 21-19.
F0077NG CONOLE7 - 2547 P9 MIN. P 29 44 YS. USE TYPE2
C948yr
PROVIDE3'MIN. CDNUZETE REE14R CMFOR ANY J;CVTVVG
AGVIN N4'R/RAL SOIL
FOR REIARUW WALLS.
PROVIDE 90 % MN. R4OCFILL COWACrAW.. USF N477VE SOR
R400LL Phi SOILS OYGF-
PROVIDEAASTW C -3i 314'GRA a RADRABVASSHOWN.
WATBZPROFF54CXRLL 57DE OF WALL W10&--WA7FZTCP- OR
EQU4L.
PROVIDEPROPERShXW-V " DURING COAGRUC7700V.
2'
2
#4 HOR7. CONT
B 24" O/C 8816 CMU SOLID
GROUTED W/ NO SPCL
INSPECTION REOD.
'G' BAR 0 EDGE OF
8" CMU FULL HEIGHT
(2) If 4 HORZ. CONT
® 24" O/C
'F' DOWELS 6' EDGE
OF 8` OR 12" CMU
12816 CMU SOLID
GROUTED W/ NO SPCL.
INSPEC77ON R£OD —
SEE NO 7E.
H' BAR
NO TE.- PROVIDE SPECIAL INSPECTION FOR
THE 12" CMU STEMS ON 7'-4" AND 8'
HIGH WALLS ONLY
12" D)WASTAR SUB -DRAIN CONTINUOUS
PER NER-569. FOLLOW AFGS INSTALLATION
RECOM£NDA77016 PROVIDE OUTLETFTTIING
AND 4.0THROUGH WALL p IOCPINIFRVAL5.
,f4 WORZ. CONT. ® 12" 0/C
® TOP AA+D BOTTOM AS
SHOWN
#4 KEY DOWEL ® 16" 0/C
FOR WALLS 4' AND HIGHER
9,7c"+6",
'A '
'B '
'C '
'D '
'E'
'F' D D WEL
'G' VER T
'H ' BA R
2'-8'
2'-8'
N/A
.2-01.
51,
#4®32" O/C 41"
J
N/A
N/A
8"
–/14®32'
3'-4'
3'-4'
N/A
2'-3"
6"
0/C49"
I
N/A
N/A
17
4'-0'
4'-0'
N/A
2'-3"
12"
#4032" GIC 57-
N/A
#'4®32" 0/C 27"
11
6„j
4'-8"4'—H”
N/A
2'-6"
15"
f5*16" o/C J65'
N/A
#4032" O/C 24"
14
5'-4',3'—
4
2'-0"
3'-0"
18"
#4@76" O/C 33'
Iy4�16" 0/C
#4®16" O/C 30„
2,,,_]
6"F-
6'-0'
4'-0"
2g-3
#4016" O/C33'
O/C
#4416" 0/C 33"
27"—1#4416"
F.
6'
6'-8'
3'-4"
3
#6416"0/C 49'O/C#4416"
0/C
39„7'-4'
4'-0"
3
#503O/C49'
#4016" 0/C
#4®16" O/C
6
8'-0'
4-04
#548" o/c57'�
"
/l4416" 0/C
-
#4(916" o/C
42
6.. �
CE31925 n
Ek
1 , P.7-1 12,31,2006'
' L
C'A'LIr'Q
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
rr KV✓OGCJ- Vc,5'Cantilevered retaining Nall Design
._ _-:�x�•:.c. c:1documents and setlinos'dmah.is'in e!2iCument
Description TR 31490 U-0" RETAINING W/ 2 TO 1 BACKFILL
Criteria
= 1,381 psf OK
•:sn•�a+�-aN.•w:n,-,• ... -.. ..- . N.r
.. _:: 3=tiy..w-,:, � ;y. mss'.
Retained Height =
6 00 ft
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 psf
Design Summary
Total Bearing Load = 2,498 lbs
.resultant ecc. - 5.18 in
Soil Data
= 1,381 psf OK
•:sn•�a+�-aN.•w:n,-,• ... -.. ..- . N.r
.. _:: 3=tiy..w-,:, � ;y. mss'.
Allow Soil Bearing
= 1,800.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 50.0
Toe Active Pressure
= 00
Passive Pressure
= 250.0
Water height over heel
= 0 0 ft
FootingliSoil Friction
= 0.400
Soil height to ignore
=
for passive pressure
= O.DO in
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 psi
Footing Shear @ Toe
= 12.9 psi OK
Footing Shear @ Heel
= 16.6 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
=
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-Olbs
less 100% Friction Force = - 993.3 lbs
Added Force Req'd
= 0.0 Itis OK
....for 1.5 : 1 Stability
= 0.0 lbs OK
Footing Design Results
ft-# =
Toe Heel
Factored Pressure =
1,312 148 psf
Mu': Upward =
2,147 0 ft_k
Mu': Downward =
497 880 ft-#
Mu: Design =
1,650 880 ft-#
Actual 1 -Way Sheai =
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
Stem Construction
�9
Top stem
�i��;•ras:a: S�
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
- 2nd
-
fb/FB + fa/Fa
=
0.589
Total Force @ Section
lbs =
400.0
Moment.... Actual
ft-# =
533.3
Moment..... Allowable
ftp =
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
-
-
rm
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=
7.60
Masonry Block Type = Medium
Weight
Concrete Data
fc
psi =
Fy
psi =
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
Footing Strengths & Dimensions
�9
.�a'�.iu��c,�=��..�:.v,��;.,ate _4-.=
._•w�4i
Fc = 2.500 psi Fy =
40,000 psi
Min. As % -
0.0012
Toe Width
1 75 ft
Heel Width =
1.50
Total Footing Width -
3 -25 -
Footing Thickness
12.00 in
Key Width -
12.00 in
Key Depth =
21.00 in
Key Distance. from Toe =
1.75 ft
Cover @ Top = 3.00 in @ Btm,
= 3.00 in
- 2nd
Stem OK
_
0.00
Masonry
12.00
# 4
16.00
Edge
0.868
900.0
1,800.0
2,074.4
9.0
19.4
20.00
6.00
124.0
900
1,500
20,000
Yes
No
25.78
1 ODO
11.62
TIMOTHY S. MALLIS CIVIL ENGINEER Title: Job#
ORCO BLOCK INC. Dsgnr: Date: 921-A10 10 AUG 06
4510 RUTILE ST. Description:
RIVERSIDE, CA. 92509 Scope:
(951) 685-1521
F- 5;0300
u:•:. KW -0s: D= Ver s : 3 22- u, -,9 s vv, :zCantilevered Retaining Wall Design Page 2
_c'tdorumenls and c&rtinasllmalli�;mr dowurnenl ]
Description TR 31490 6'-0" RETAINING W/ 2 TO 1 BACKFILL
Summary of Overturning,i Re�sis�tin Forces & Moments
.....OVERTURNING-- .....RESISTING.....
Force Distance Moment Force Distance Moment
Item lbs ft ft lbs ft ft-#
Heel Active Pressure = 1,314.1 2.42 3.175.7 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 = 1,314-1 O.T.M. = 3,175-7
Resisting/Overturning Ratio = 1.94
Vertical Loads used for Soil Pressure = 2,498.3 lbs
Vertical component of active pressure used for soil pressure
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Soil Over Toe
Surcharge Over Toe =
Stem Weight(s) _
Earth @ Stem Transitions =
Footing Weight
Key Weight =
Vert. Component
Total =
0.00
481 0.88 421
560.0
2.16
1,208.0
146.7
2.58
378.9
487.5
163
792.2
262.5
225
5906
656.6
325
2,1340
2,4983 lbs
R.M.=
6,157 0
May 02 2007 12:00PM Cathedral Masonry & Conc. 760-328-9183
CATHEDRAL MASONRY & CONCRETE
Fax #(877) 278-3235
TO
Steve Sante
CWLIPAN Y:
Craftsman Homes
F.4C NUMBER:
760-564-2044
Plum; NIIAdIiI{li:
760-564-2044
RE: CITRUS RRIANING WALL
FROM:
Joe Velasquez
DA1 E:
May 2, 2007
TOTAL NO. OF PACES INCLLZIING COVER:
2
YOUR REFERENCE NUNIBER:
❑ URGENT D FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE
N OTE S!CU_\1biE \'I' S
Steve, here is the break -down for retaining }dock walls at Citrus:
Lot# D
60' Lin. Ft. of 7' High fall
325' LiII. Ft.. of 6' 1 sigh Vi all
221' Lits. Et. of 5'-4" High Wall
Lot# C
245' Lin. Ft. of 6' High Fall
381' Lin. Ft. of 5'-4"' High XX'all
If you Aced xiything clse, please contacr me. 760-831-3868, thanks,-10CV.
P.1
15
EXISTING 6' Cl�\ N 0102 W
UNK FENCE W/FAB 60-00'
1 b6
r4
LOT D
Q
GRO
C3
c6
31.4
WS100=27.05 -a
S STORM u
BRAIN PLANS
FOR WIN DETAILS
A
M STORM DRAIN
22
ri 8 Bf SEPARATE ELAN- fill
31.3 6
8.
9
LLJ
lb
(22)—
r FrL.P. .53 +
Ln
SEE STORM I
c:,
DRAIN PLANS I
co WS 1 00=27.05 FOR BASIN DETAILS B ^B
C6
PROPOSEEDD
& EYY SEPARATE PLAN LOT C LU
3
Eml
(22)— 'oON
TO 6 Nn
(221— —" 22.,
4
T\V--
Z5
6
EP,
EXIST MASONRY i2-: W
WALL
WALL %:" "' c) c, EXIST.MATCH EXIST. WALL 00 in -o -
1SFMFt4i-
.07"
00 law