13-1178 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 13-00001178
Property Address: 78340 BIRKDALE CT
APN: 770-280-008- -
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3000
Applicant:
TAtyl
.44Q
Architect or Engineer:
. wd
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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 BusinessProf ional ode, and my License is in full force and effect.
License / Class: 13 c s 762889
Date: T Contractor:
OWNER -BU R DECLARATION
I hereby affirm under penalty of perjury that I am exempt fr 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).:
(_ 1 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.).
(_ 1 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 _ 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:
Lender's Address: \
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/18/13
Owner:
TERRENCE A LARSEN
Contractor:
FEDDERLY & ASSOCIATES
38747 NOPALES ROAD p
PALM DESERT, CA 92
(760)773-5205
Lic. No.: 762889C�F 2013
�)E
- - - —FIMJLNCE DEP77A
CITY OF LA (
--------------------- — __J ------
WORKER'S COJP I SATION 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
ed.
ave 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 EVEREST INS Policy Number 760000440081
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 comPco 't to the rkers ' en ion provisions of Section
3700 of the Labor Code sh I't a provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATI VERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND Cl 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 information is correct. I agree'to comply with all
city and county o inances and state laws relating to buildin stru , and e t rize representatives
of this coun to mer upon the above-mentioned propert or' sp io ur es.
Date:��ignature (Applicant or Agentl:
Application Number . . . . . 13-00001178
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 118.69 Plan Check Fee
Issue Date . . . . Valuation . . .
Expiration Date.. . 3/17/14
.00
3000
Qty Unit Charge Per Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19
1.00 71.5000 LS MI RET WALL >12', 1ST 100' 71.50
-------------- 7--------------------------------------------------------------
Special Notes and Comments
(13 PRORTIONS) 92LF GARDEN WALL AND70LF
COMBO WALLS AT WEST PL [ORCO
SPECIFICATIONS) PRECISION CONCRETE -BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. 2010 CALIFORNIA
BUILDING CODES.
-----------------------------------------------------------------------------
Other Fees . . ... . . . . . BLDG STDS ADMIN (SB1473) 1.00
PLAN CHECK, WALLS 120.12
Fee summary Charged
Permit Fee Total 118.69
Plan Check Total .00
Other Fee Total 121.12
Grand Total 239.81
LQPERMIT
Paid Credited Due
.00 .00 118.69
.00 .00 .00
.00 .00 121.12
.00 .00 239.81
Bin #
Qty of La Quinta
Building 8T Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
I Building Permit Application and Tracking Sheet
Permit #
to
V), I �
Project Address: -7 0 -3 q b &Ldol Cf - Owner's Name: Ter mice 'V
A. P. Number: 1 -1 o - 2 -So - 600 Address:
Legal Description: of T-Y-atl aq-10-1 'City, ST, Zip:
Contractor: C)64 4,+6 G' keCTelephone:
Address: 3e>-141 KII)Wes Project Description:
City, ST, Zip: WWI, DOW4- —7 t ff
Tele phone:—U-11'a-51015
State Lie. #: -7 tr1%.V1
City Lic. # I AWOL.,
Arch., Engr., Designer: FeAkwiv'
Address:
City, ST, Zip: PaAm -iese4/+ ck q2 -2.,u
Telephone: 1490 3
... ....... ...
U. Construction Type: Occupancy:
Project type (circle one)r-New) Add'n Alter Repair Demo
State ]Lic.#: 7769Zqgq
of Contact Person: In Sq. Ft.:
IName # Stories:
Units:
Telephone # of Contact Person: Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Ree'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
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 Fees
ORCO STANDARD 6' TO 8' CMU SITE WALLS
SEE CHART FOR REQUIRED 5EL14R
AND FOOTING DIMENSIONS. I
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE
2TOJ 26' 2'.0*
3TOJ Z-0-
OkLcai SLUM,
PRO
pit
OPTIONAL FLAT CAP
DESIGN OUMZIA; PER THE 2010 COC
L ALLOWABLESOR BEARING PRESSURE =1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
I GROUTSTROVGTH =1000 PSI @ 28 DAYS
4. REINFORCING S GRADE 60
S, 1500 PSI MASONRY COMPREWON STRENGTH - NO SPa.
-vi
INSPr
CTION
6916, 6616, OR 6618 aw
GROUTED ONLY@ VERT
STEEZ.
NOTES.'
1. CONCYLETE &oa(sHAu CONFORM TO ASTH C 90. WEDGaOCK
BLOCK, SL UNP BLOCK AND SPLMACE BLOCK ARE A CCEPIABLE-
Y DROP-IN BAR
2. CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2-112
PARTS S S41ND TO 3 -IR PARTS GRAVEL WTH A MAX WUN OF 1-1/2
GALLONS OF WATER PER S4CX PORTLAND CEMENTRiALL CONFORM
TO A5774 C 150 TYPE ITIV. FC = 2500 PST
#6 S71) JOINT
REINFORCEMENTI
@ 24'o/c
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7'
ASOMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER IAP
& 8' WALLS). USE 05 57D.
FOR SLUMP BLOCK
4. REBM SHALL BE CENTSZED IN THE CONCRETE BLOCK CELL IN
t6
NOTE., PROVlDE 04 DOWEL
WffairrISLOCATED.
04DROP-JN84RATEA0f
SIDE OF CONTROL JOINTS,
S. CONCRETEBLOCKSHALL BE LAYER INA RUNNING BOND
PATTERN WITH VER 77CAL CONTINUITY OF THE CELLS UNO
X
BVDS OF WALLS AND @ WALL
I?
HEl6hT4X4AGff
6 ALL BLOCK CELLS CONTAINING VERTICAL REa4R SHILL BE SOLID
GROUTED.
O
Z USE TYPES MORTAR PROPOR7701VED USING ASTM C 270 PART
Q
x' DOWEL: �'LEAfIER OF
CEMENT TO 112 PART LIME TO +W PARTS DAMP, LOOSES4ND.
B. GROUT FOR CONOWTEELOCK PER ASTM C476 TOBEI PART
crmEmr To 3 PARTS S4NO (GROUTMAYCONlAiN 2 PARTS 3/8"
PEA GRAVEL IFWEATHER CDIVDMOA(SAREFAVOR46LEAND BLOCK
UNOBSTRUCTED CELL 572E is suffiasw TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDED 70 PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSrTUENTS.
SEE CHART
9. BLOCK STEM MAYBE WET -SE rl-l/ 2'JNT0 THE F007ING MILE
THE CONCRETIS PLAS71C SLOO(STEM MAY BE PLACED TO
P.
EITHER EDGE OF THE 7RBVOi TYPE FOOTING.
10 F0OT7NGMU5TBEPOUREZ) ON OR INTO UNDISTURBED
2
-1. 1. t.1 1 MAX.
NATURAL SOIL OR ON COMPACTED FILL RTTH A MINIMUM
COMPACTION OF 90%.
11. FIRST INSPECTION TOBEAFTER F0077NG 7R8YChaARE
READYFOR CONOWTEAND ALL REQUIRED STEEI IS 77ED IN PLACE.
SECONDIN9PECUM 7OBEKWOV7HERWIRED VERTICAL ZIN
PLACEAND THEALOCKWALL IS READY TO GROUT
WW
04 HORZ CONT.
12. MAXIMUM COVTROt.70rNTSP4C7NG.* 40'0/C 20'01C FOR
WALLS TOEEE MORTAR WASHED ORSTUCOO COATED.
5`70DAYLIGHT
MIN FOOTING DEPTH FOR YTO DAYLIGHT
.WALL
@ WALL 0 WALL 0
1 fywirr: I SLOPE
yop 1 FT. SEWCK 1 2 Fr. SETa4CK
SEE CHART FOR REQUIRED 5EL14R
AND FOOTING DIMENSIONS. I
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE
2TOJ 26' 2'.0*
3TOJ Z-0-
OkLcai SLUM,
PRO
pit
CHART FOR 6' TO 8' SITE WALL W1 TRENCH FOOTING
WIND
MAX.
D.
DESIGN
WALL
TRENCH
FOOTING
'X' DOWEL
Y BAR
SPEED
HEIGHT
DEPTH
#4@ 48" O/C
#4 @ 48" O/C
24-0
ID+2'-0"
L) U
48, 01
48' O/C FOR 6'
W
SLUMP BLOCK
SLUMP BLOCK
><
LLJ6'.-8!.
#4@ 48" O/C
44 @ 48" O/C
2f=2-
ID+2'-0"
40" O/C FOR 6"
40' O/C FOR 6"
SLUMP BLOCK
SLUMP BLOCK
uj
(L
#4@ 40" O/C
#4 @ 40" O/C
7
ID+2'-0"
32" Oj
32' O/C FOR 6"
U)
SLUMP BLOCK
SLUMP BLOCK
U-)
co
#4@ 32" O/C D+2'-0"
#4 @ 32" O/C
8 :-00
2'-
24' O/C
24" O/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
NOTE.' FOR 18" LONG BLOCK USE 9"INCREMENT REMR SPACYNG THAT
IS a05fR TOGETHER THAN THE 16" LONG BLOCKSPACrW FOR EX4MAE-
48-O/C SPACING FOR 16- LONG BLOCK REVERTS TO 45"OICFOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36-01C FOR 18- BLOCK- ETC
&Aoae-mq W/ o! owp-,w
�4 1 �- CONK A3MNG
POR SFOEYARD REMW WALLS *X9W
DRAWGESWAtEOMJRE4AJABL000(
M4YLBITOUrOSWALEGRADE. PROVIDE
04 MM AND #4 DROP-IN WA ON EA0V
SIDE OF THE J12 KDOC DR41N - AS
SHOM
CITY OF LA QUINTA
A
FOOTING STEP DETAIL
L
OR CO 6' HIGH WALL W/ 2' TO 3' RETAINING
FOR 85 MPH WIND 3 SEC. GUST @a EXP C
Q CL
z
ZorlQ
F-
cl
vJ
z
0
U� LL
en
Z
F
Q
C55
z
I
10"
CONT
ORCO 6816 OR 6616 CMU
GROUPED ONLY @ VERT STEEL
04 VERT DROP -1N BAR @ 32" 0/C
PROVIDE 14' LAP INTD 8W16 CMU
06 STD JOINT REINFORCEMENT
@ 24'01C (3 PLACES). USE #5 STD. FOR
SLUMP BLOCK
N07E: PROVIDE #4 DOWEL B
04 DROP-IN SAR AT EAC N
SIDE OFCONTROL JOINTS,
ENDS OF WALLS AND @ WALL.
HUGHTC7iA as
#4 HORZ CONT
@ 24" O/C
LEVEL Boa a -m
W/ NO SURT34ARGE
DESTGN CRITBM: PER 2010 CBC
1. SOIL BEARING PRMSURE=1500 PSF+ 1/3 INDE MR WEND
SEWUr-110WAUNT FLUID PRESSURE = 45 FSF PER TAKE
16104-1
Z ALLOWABLE LA TEPAL PAMW PREFSW -150 PSR.
I GPOUT57RE/VGTHa2000FST ®28a4m.
t RONFORCMSTELi: www
S 56WC-1 SEC ACCE11 RA77ON - 7096.
6. 13W PST MASOIYRYCOMPREW0N57RB%7H.
N07B:
1. CONCRETE BLOCK SMALL CONFORM TOA57MC90.ORO2SM.
FRCffiONBLOO(MAYSEUS.
L OM OTETFPOR N07ING&ALL BE l PART aWBVT TO 2-1/2
PAMSSAND TD 3-1/2 MR73 GRAVEL WITHA MWNUM OFI-1/2
G4UOASOFWATSRPER S4CX FoRnAND CEMENT'RALLCOMM"
TOASIM C 150 TYPE ION. k-2.SW PSI
------------
3. REINFORaNGS7FII SMALL BEADVAMEDAND ODWORMTO
A91MA 615 GRADE 60, FROVIDEIB LNR DL9NET M LAP
4. REHAR SHALL BECSVTSM IN THE CONCRETE &DOC Lill. M
WHMNITLS'LOCATED.
S. CONCRETE&DOCSNALL BELAYED INA RUNNING LTOND
PATTSLNWITHVERIT iLL CDMINUITYOETHECELLSW40.
6. ALL &OCK MLS CONTA[NMU KW77CAL RLB4R SMALL BESOLTD
GROUTED,
7. L6EDBPTVFESMORTAR PROPORTIONED USOVGASTMC270.1
PART CFNBVT TO 1/2 PART LIME TD 4.1/2 PART5 a4MP, LOOSE
SAND.
& GROLET FOR CONOPETE BL00(7O BEJ PARTQV4LM7D 3
PARTS SAND (GROUTMAY CONTAIN 2 PARTS W PEA GRAVEL IF
WEATHER CONDITIONS AREFAVORA&EAND BLOOC UNOBSTRUCTED
CELL SIZESSUFFIa9VT TO ALLOW GOOD GLOI/TROK WATER
SHALL SEADDLD 70 PRODLla GOOD GROUT FLOW W ROUT
SEGRWA77ON OF THE CON5"VENTS PER A57M 476.
9. &OO(SUM MAY BE WET -SET I417INID THE M07TNG WHILE
THECONOWTELS PLASTIC LTLOOCSIEM MAYBEPLICBD TO
MHBL EDGE OF THE M&WO1 TYPEIM77NO
]0. M077NG MUST BE POURED ON OR INTO UNDLSIURBED
NATURAL SM OR ONCOMPACIED FILL WITH MINIMUM
COMPACTION OF 9M.
!1. FIRST 1ALSFEMON TO BEAPT? R ROOTOVG TRENOYL3ARE
READY FOR COACRETEAND ALL REQUIRED STS LS TIED IN PLACE
SECOND IA& TION TD BE WHEN IMF REQVIRWVER TICALISIN
PLACE AND THE BLOCK WALL 5READY TOGROUT
I MAXIMUM CONTROL JOINT SPACING.• 40'01C OR 20'01C IF THE
WALL. 5 TO BEMOM COATED. ___-
12"DRAMSTAR SUB -DRAIN CONTINUOUS
_x' DOWEL POR NER-569. FOLLOW MFG'S INSTALLATION
RECbMENA4ITOK£ PROVIDE CULLET PITTING
Z" AND 4' pINROLM,N NEW WALL @ 100' INTERVALS
OR USE 470 SDR 35 PSZFPIPE W/ 1 C FOF_/4
GRAVEL. -SLOPE TD DRAIN AND PROVIDE OUTLET
1 LTO' MAX. SPACING.
#4 HORZ. CONT.
CITY OF L4 QUINTA
2 5/8'MIN, CLEAR aU
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
Lc�
O
ORC O WIDE CELL SLUMP
~ C31925 0 A
* Exp, 12.31-2014
v
s l p c,
E OF CAL\F
'D'_
,'X' DOWEL
#4®32' 0/C
I'D' + P-9'
#4®32' 0/C
4'-0'
#4016. 01C I 'D' + 3'-l'
CITY OF L4 QUINTA
2 5/8'MIN, CLEAR aU
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
Lc�
O
ORC O WIDE CELL SLUMP
~ C31925 0 A
* Exp, 12.31-2014
v
s l p c,
E OF CAL\F
•I•