BLCK (13-1422)• �i
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00001422
Property Address:
81820 MOUNTAIN SPUR DR
APN:
767 -200 -999 -27 -312024 -
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
8750
1. T4ht 4 4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
---------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury.tat1'am nd provisions of Chapter 9 (commencing with _
Section 7000 of ivision 3 of the Bu ifiess and �of e arta Code, and my License is in full force and effect.
License
/Cla 9 icense No.: 370756
Date: Contractor: P(� --- ••
O ER -BUILDER DECLARATION "
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 1$500).:
(_ I 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 (Seo. 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 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 ISec. 3097, Civ. C.).
Lender's Name:
Lender's Address
LQPERMIT
Owner:
DESERT ESTATES DEVELOPMENT
78401.HIGHWAY 111, SUITE X
LA QUINTA, CA 92253
(760)777-9920
Contractor: D
PULLIAM MASONRY, JOHN
36535 OAK RIDGE DRIVE
YUCAIPA, CA 92399
(951)9'40-4441
Lic. No.: 370756
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/05/13
e u D
NOV 06 2013
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 ZENITH INS CO I.Policy Number C071291203
_ 1 -certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any W-ecos ject to the workers' compensation laws of California,
a d agree thatt to the workers' compensation provisions of Section
00 oftheLnh comply with those provisions.
Dat ApplicanWAR IN FAILURE TO SECNSATION 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 fora 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 t ove i ormation ' correct. I agree to comply with all
city aWounooe
antes and state laws relating t wilding con wn nd hereby authorize representatives
of thir upon the above-mentioned roperty ins do urposes.
Date:Signature (Applicant or Age
Application Number . . . . . 13-00001422
Permit . . . WALL/.FENCE PERMIT 2013
Additional desc'.
Permit Fee . . . . 75.79 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. _ 8750
Expiration Date 5/04/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
2.00 14.3000 EA MISC WALL, ADDL 50 LF
28.60
-----------------------------------------------------------------------------
Special Notes and Comment's
158LF OF 6' GARDEN AT NORTH SIDE OF THE
PROPERTY [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
Fee summary Charged Paid Credited
Due
Permit Fee -Total 75.79 00 .00
75.79
Plan Check Total .00 .00 .00
.00
Other Fee Total 1.00 .070 .00
1.00
Grand Total 76.79 .00. .00
76.79
Qin #
City of La Quinta
Building 8T Safety Vvision
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit.#
ProJecAde
Owner's _ . ..:...._ . ... ..._ . _�
Name: S
A. P. Number:
Address:A)v x
Legal Description:
City, ST, Zip:
Contractor:
Telephone:
Address:
f
Project Description:
City, ST, Zips -
d
Telephone:
?^s<<:s;:;
State Lic. # :. 3 2 0�
City Lie. #.
Arch., Engr., Designer:
en
Address:
r
City., ST, Zip:
Telephone:
p
'{<' <' ? %<
c::'s < `: •.<:.
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person
y
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project: g
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
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
Pians 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
0 IF- GITY of LA UUii,..j 1p,
485.E
u-
�85.710 <
Plan Set No.
FL
4f
0 co
134.66
.Ki X48 i
'i ILI+
A
TC 483.13 1 1 1 FG 478.9 F E-HUES#IANi AND
TC 483.13 F 3.1 MU -PURPOSE TRAIL
MAX�j; PE LANDSCAPE PLANS
FL 48 -4.
wom
0
if- -j
478.9
FG
CV
to F
90.71
00 cli 68.43'
PROP' SED I
\TC 483.13
it
AN TRAIL T
FL 48230 1
NUMBER BEARING
DISTANCE
Ll
N
00'40'21" W
289.23'
L2
N
89'19'39" E
825.68'
L3
N
79'26'11" E
54.00'
1-4
N
00'40'21" W
381.88'
L5
I N
84*45'36" W
143.21'
L6
N
05'14'24" E
127.09'
L7
N
00'40'21" W
432.12
L8
N
89' 19'39" E
70.60'
19
N
89' 19'39" E
81.08'
c' co oo(L-SAN DFttTER- r
04 * *I--
po (PER STORM!
10
DRAIN PLANS)
LL 00
L
II II
.10 NUMBER DELTA RADIUS ARC LENGTH TAI
ci 06*37'11" 1000.00 115.53 57
5.801 1 cy)
CY)
F 12 C2 16*57'51 500.00 148.04 74
0 70
0'06'33" 150.00 209.72 12
132*50'02" 250.00 143.26 73
oo C IF F - 4 8 5.3 0-f" C4
C5 10'58'39" 1000.00 191.59 96
pi
0 -VE=484.6
co 7171,,� 1 C6 05*54'46" 1000.00 103.20 51.
S 13 8J., 9
C7 07*23'40" 1000.00 129..06 .64.
IANco ci T
FUTURE EqUESTR AND! C8 14'54'43" 1000.00 260.26 13,
co
MULTI-PU OSE TRAIL 6' WIDE PROP D
C9
TC 48,3. PER TeND CAPE PLANS EQUESTRIAN TRAILI'
0066 3.96 + IC10 123-10-03" 11500.
4- 483. 00 1 90 1 1'34'41 300.00 �;2 62 ff3g
-n 0 EASEMENT
)4
.1 ACA
iAbo
0 0 IT
4
0
580%
.31 TC 08
48
TP 483.. C5 483.011
8 J:
X80.9 T 483J . -I- -
+Ou
0.5 83.84 f F
4
J4 .31
E 483.34 12+00
- ,TC.,,4.§3.08
is
9 ir 45-21
. ........ . .... ..... .
-77
Tw 4Bg, 0
-F-483'.30
-T NGTF 482., 30
..... ......
T.,
%0/ RXCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL RAT CAP
DESIGN CRITERIA: PER 7HE 2010 CSC
I ALLOWABLE SOIL BFARlNG PRESSURE =1500 PSF
2 ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUrSMENGTH = 2000 PSI @ 28 DAYS.
5.1500 PSI MA50NRY COMPRESSION STRENGM - NO SPCC.
INSPECTION
6816, 6616, OR 6618 CMU
GROUTED ONlY@ LERT
STEEL
NOTES.
I. coxotem atomswL CONFORM TO ASTM C.90. WEDGELOCK
BLOC; SLUMP OLOCKANDSPWFACEDWa(AREACCE-PTA&F-
VDROP-INBAR
Z CONCXETEfORFOO7TNGShALLBEl PARTCL-NBVTT02-112
PARTYSAND 703-19PARTSGR4M WMA KWmUmOFl-1/2
GALLONS Of WATER PER SACK, POR7ZAAD C94SUSHALL CONFORM
TO ASM C 150 TYPEEIV Fc = 2SOO PST
#6 SED JOINT
REENFORCEMEIVT @24 -OIC
3. RHATURCING STEEL SHALL BE DEfURMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7'
A57H A 615 GRADE 60 PROVIDE 48 BAR DMME7ER LAP.
& 8' WALLS). USE #S STD.
.
FOR SLUMP BLOCK
4. REMR SHALL BE C&VTMW IN THE CONCRETE BLOCKCEU IN
WNA`CHlTJSLOC47W.
TE.PROWDE04 DOWEL-
A.
f4D=OFLINBAR ATEAC?f
S. CONCRETE BLOCKSHALL BELAYED INA RUNNING BOND
SME
OF CONTROL JOIN75
PA TTERN WITH VE R TICAL CONTINUITY OF THE CflLs UNO
ENDS
OF WALLSAND Lit WALL
HUGfTCHAAGES
6 ALL BLOCK CELLS ClONIAIN7NG VER TIC4L RE84R SHALL BE SOLID
. .. .
GROUTED.
Z USE TYPES MORTAR PROPORTIONED USINGA57MC270 PART
CEMVVT TO 1/2 PART LIKE TO 4-112 PARTS DAMP, LCIOSFSAAD.
B. GROUT FOR CONCRETEBLOCK PER ASTM C476 TDREJ PART
CEMENT TO 3 PARTS SAND (GROUT M4 YOONTAIN2 PARTS 3/8"
PFA GRAVEL IF WEATHER C7N0177ONSAREFAVORABLEAND BLOCK
UN0fiS7RUC7ED CELL SIZE IS SUfIL7CIENT TO ALLOW GOOD GROUT
fLOK). WATER MALL BEADDE) TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGA 770N OF THE CONSr7VEA73.
SEE CHART
9. BLOCKSTFMM4YBE WET -SE -714R -INTO THEF007ING WHILE
THE CONCRETEIS PLASTIC BUXKSTEM MAYBE PLACED TO
HITHER EDGE OF THE TRfivai TYPE F007ING
jaFoL)77NGMUST BEPOURED oNoRINTO UNDISTURBED
2
NATURAL $OIL OR ON COMPACTED RLL WTTH A MINIMUM
. ... ...
.4-1 1 1 1 MAX
CONFAC77ION Of 9096
11, FIRST INSPECTION TOffEAF7ERfOO77AfGTRENCHE5ARE
RFADY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SEC ONOBV37EVION TO BE MBV 71YEREQUIRED VERTICAL ZIN
PLACEAND THEOLOCK WALL JS READY TO GROUT.
04 HORZ CONT.
12. MAXIMUM CONTROL JOlNTSFAaAfG. 40'0 /C 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
5- TO DAYLIGHT
MIN. 'FOOTING DEPTH FOR 5' TO DAYLIGHT
WALL WALL @ WALL @
MAT. 1 StDAE TOP 1 Fr. SETBACK 2 FT. SET CK -
26
51& CHART FOR REQUIRED REW 3101 1 2'0-
Amn rflnTTAlf-' n7MACAICTMIC
CITY OF LA Q*UINTA
BUILDING & SAFETY DEPT.
APPROVED
OR CONSTRUCTION
DATE sy.
rn,
An%
v
c 4
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WI ND -
- -M AXE
DESIGN
WALL
TRENCH
FOOTING
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
DEPTH
6�-0
2'4"
#4@ 48" 0/CID+2'-0"
44 @ 48" 0/C
U U
48' O/C FOR 6'
48' 0/C FOR 6'
W
SLUMP BLOCK
SLUMP BLOCK
� j
-
6'-8*-
_
2� 2"
#4@ 48" 0/C ID+2'-0"
44 @ 48' 0/C
Q
40' O/C FOR 6'
40' 0/C FOR 6`
Z W
SLUMP BLOCK
SLUMP BLOCK
w
CL
2'=4"
#4@ 40" 0/C ID+2'-0"
#4 @ 40" 0/C
Q-
N
32' 0/C FOR 6'
SLUMP BLOCK
32' 0/C FOR 6'
SLUMP BLOCK
_
Ln
00
#4@ 32" 0/C D+2'-0"
I
24' 0/C FOR 6'
24' 0/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
Nu/t: Mw ln•• LU/VLi ffLCXK USE 9" INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOOCSPACING. FOR EXAMPLE.'
48" O/C SPACING FOR 16" LONG BLOCX REVERTS To 45" O/C FOR
18" LONG BLOCK 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK -ETC.
M� A"
PoR 51DEYAw xEn Rff WALLS WNL
D9AH"WSW4IE0CL"[9Z4 A k2 BUXX
M4YLBIT OU7 ® SWALEMAW.. PROV/OE
f4 DOWa AND #4 DRCP4N 64R ON S40'/
STW 0FWE J/2 XDCKDWAJN -AS
.. SHOWN ...
CITY OF LA QUINTA
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