BLCK (14-0377)54075 Avenida Martinez
14-0377
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA,- CALIFORNIA 92253
Application Number:
14-00000377
Property Address:
54075 AVENIDA MARTINEZ
APN:
774-221-017-5 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
8000
Applicant: Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONT TOR'S DECLARATION
I hereby affirm under penalty of perj y
Section 7000) of Division 3 of the!uat I a license under provi on of Chapter 9 (commencing with
Section 7000) of Division 3 of the Bu in s and rofess' nals Code, nd y License is in full force and effect.
License Class: B License 727199
Date: -Z- Contractor'
I i
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 155001.:
(_) 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 ISec. 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 contractorls) licensed
pursuant to the Contractors' State License Law.).
I— 1 1 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.1.
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
RW REAL ESTATE
42760 MADIO STR
INDIO, CA 92201
(760)775-1234
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/07/14
E ` ARR / {
C1
I q QJmT,r; !
Contractor: 1)
CORONEL ENTERPRISES
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
Lic. No.: 727199
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.
% 1 -have and will maintain workers' compensation insurance, as required by Section.3700 of the Labor
jCode, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 9090158-2014
certify that, in th performance of the work for which this permit is issued, I shall not employ any
person in any m ner so to be ubject tot kers' compensation laws of California,
and agree that, if hould ecome ubject to the oil 'compensation provisions of Section
3700 of the Labor ode, I hall f0 with comply ith ose provisions.
Date: -Z-(`1 Applicant:
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 cess0work days will subject
permit to cancellation.
I certify that I have read this application and state th t e above formatiocomply with all
city and county ordinances and state laws relating to u ding con ruction,representatives
of this county to enter upon the above-mentioned prop y for ins ction pu
V
i
Date: `1 - 1 Signature (Applicant or Agent):/
Application Number . . . . . 14-00000377
Permit WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . .75.79 Plan Check Fee
.00
Issue Date . . . . Valuation
8000
Expiration Date 10/04/14
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 Comments
174LF GARDEN WALL TOTAL - 102LF OF 6FT
GARDEN WALL, 46LF OF 5FT GARDEN WALL,
AND 26LF OF 4FT PER ATTACHED APPROVED
PLAN [ORCO SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. 2013
CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
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 61.06 .00 .00
61.06
Grand Total 136.85 .00 .00
136.85
LQPERMIT
Bin #
Qty of La Qulnta
Building 82• Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheen
Permit #.
I
Project Address: l- y
Owners Name:
' t
A. P. Number:
Address:
Legal Description:
CitY, ST, Zip: . v• _:2 p
Contractor: % \\
Telephone:
Address: a. U
Project Description:
City, ST, Zip:
Tele h ne
P 0 bo -_J 5 3
..#....•..,
1
y L s
State Lic. # : a-77 V(
City Lie.
Arch., Engr., Designer:
c
Address:
City., ST, Zip:
Telephone:
Construction n TY ancY
Pe• Occupancy:
•
i . #
State Lc
Project hPa (circle ne : New Add'n Alter Repair r Demo
Name of Contact Person: Cl_
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: 7 f,U-57$-3`f L(
Estimated Value of Project: QU
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
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 Dced
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN If OUSE:-
'"' 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
OPTIONAL FLAT CAP
DESIGN CRIIEWA: PER THE 2010 LBC
I. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH =1000 PSI @ 28 DAYS.
4. REINFORCING STEEL: GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH - NO 5PCL.
INSPECTION
6816, 6615, OR, 6618 CMU
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
GROUTED ONLY @ VERT
NOTES.'
STEEL
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK
1. CONCRETE' BLOCKSHALL CONFORM TO ASTM C 90. WEDGELOCK
BLOCK, SLUMPBLOCKANDSPLTTFACBBLOCKAREACC PTABLE,
Y' DROP-IN AR
Z CONCRETE FOR F007TNGSHALL BE 1 PART CEMENT TO 2-1/2
SET'8A
PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA MWMUM OF 1-112
GALLONS OF WATER PER SACT. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 250 TYPEII/U. Fc = 2500 PSI
A'6 STD JOINT
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
REINFORCEMENT @ 24" 0/C
3• REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7'
ASTMA 615 GRADE 60. PROVIDE 48 A4R DI4ME7ER LAP.
B' WALES). USE 05 SED,
Il. FIRST INSPECTION TO BE AFTER F0077NG TRENCHES ARE
F
FOR SLUMP BLOCK
4. REB AR SMALL BE CENTERED IN THE CONCRETE BLOCK CULL IN
WHICH IT IS LOCA7ED.
NOTE' PROVIDE 04 DOWEL &
PLACE AND THE BLOCK WALL IS READY TO GROUT.
04 DROP-IN 84R AT EACH
.
5. CONCRETE BLOCKSHALL BE LAYED INA RUNNING BOND
SIDE OF CONTROL JOINTS,
WALLS TO BE MORTAR WASHED OR STUCCO GLOATED,
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
ENDS OF WALLS AND @ WALL
HEIGHT CHANGES
5' TO DAYLIGHT
6. ALL BLOCK CULLS CONTAINING VERTICAL REBAR SHALL BE SOLID
MIN, FOOTING DEPTH FOR S' TO DAYLIGHT
GROUTED.
V DOWEL b CENTER OF
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
TOP 1 Fr SEMCK 1 2 FT. SET840C
CEMENT TO 1/1 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
CMU.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
2 TO 1 26* 2'0'
3 TO 1 2'0'
w m
a ~ C31925 N A
*\ EXP. 12-51-2014 *
v
SIV
OF
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAYCIONTAIN 1 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
W17HOUT SEGREGATION OF 774E CONSITUENTS
SET'8A
SEE CHART 9. BLOCK S7EM MAYBE WET -SET 1-112- INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCKSTEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
1
i 1=1 1 1 1 MAX. COMPACTION OF 90%.
Il. FIRST INSPECTION TO BE AFTER F0077NG TRENCHES ARE
READY FOR CONCREM AND ALL REQUIRED STEEL IS TIED IN PLACE:
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
.
#4 HORZ CONT 12. MAXIMUM CONTROL JOINT SPACING.' 40'01C. 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO GLOATED,
e
5' TO DAYLIGHT
MIN, FOOTING DEPTH FOR S' TO DAYLIGHT
8A
SLOPEWALL WALL ® WALL P
CONT
TOP 1 Fr SEMCK 1 2 FT. SET840C
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
2 TO 1 26* 2'0'
3 TO 1 2'0'
w m
a ~ C31925 N A
*\ EXP. 12-51-2014 *
v
SIV
OF
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
•°
DESIGN
WALL
TRENCH
FOOTING
X' DOWEL
'Y' BAR
SPEED
HEIGHT
DEPTH
6 -
2'-0"
#4@ 48" 0/C ID+2'-O"
#4 @ 48" 0/C .
U U
48' 0/C FOR 6'
48" 0/C FOR 6'
w
SLUMP BLOCK
SLUMP BLOCK
w L
W6'-$"
2'-2°
#4@ 48" O/C ID+2'-O"
#4 @ 48" 0/C
Q
40. O/C FOR 6"
40' 0/C FOR 6"
Z W
SLUMP BLOCK
SLUMP BLOCK
LU
Q-
= N#4@
7'-4"
21-4"
40" O/C ID+2'-O"
#4 @ 40" O/C
0-
32' 0, FOR b'
32. O/C FOR 6"
SLUMP BLOCK
SLUMP BLOCK
U-)
00 0
#4@ 32" O/C I D+2' -O"
24' 0/C FOR b"
24' 0/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
iwi c. rwm io wiry DL -LA -A U--oc L,KtMtNl MttigM SFAGING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR DW MPLE'
48" O/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOC( - ETC.
s4 DOWEL V EAU[SIDEOF'
&OpF041T'WI-04 DROP-fN'&W,
I I I I
Q7NT. PoOTING
fVR S MEYARD RER/RN WALLS WHERE
aWMAGESWALEOLT]/RES, A 4,2 &OOC
MAYLEFT Ma & SWALE GRADE GRovrDE
04 DOW& AND 04 DROP-IN &NR oN FAOY
SIDE OF THEW A=DRAIN - AS
SHOWN.
CITY OF L4 QUINTA
amoaxixr
eraor wiamra.=
Aw CrWu
n na¢ ton.. iaam•
ftovmear"nt wwc Awm4 nac—r
auanmwinn.
,. L "mazcm-somrt.mm—
warVw ^at ra&Anm
iwiw tan a
aavwn®rua r-0•
FOOTING STEP DETAIL
4
C Fy'.
O
m
ui Ln m.
C3192S a'
.F pF AL`F.o
•°
O a n.
1
,. L "mazcm-somrt.mm—
warVw ^at ra&Anm
iwiw tan a
aavwn®rua r-0•
FOOTING STEP DETAIL
4
C Fy'.
O
m
ui Ln m.
C3192S a'
.F pF AL`F.o
ccac euc aAll
ooNE:'EauCiNLL
1
matt
_
4'-0'
,
M.
a 0
i
t
AC CM MM ALR off
19►A'
no=
'
0
G1diG PNDur Q
FM Um
B
COLLMM
sAAIEeoW
Ne
:_..
mw
:...
..:...........1....
I
FMM
L..
IAl:
16
. :.
K
61-a aeric
ya
I , I I
MALL
jl
I
mm
..
c ax
I
I
•r
•
is
.
I•
ENO
i . .. . . ......
... ......
...........
COW. ox
wownw—
I
I
1
(
I
I cW-
I wamy
I
f----------------1
I
N AMCM
7M A1!
j(
I
----------- _ _
—_____—_
I
i
""t
GRAVEL
CITY OF LA QUANTA
I
I
'
BUILDING & SAFETY DEPT.---------
______
APPROV
D
----------------
FOR CONSTRUCTION
-
DATE -7
_
.o
•
g Co
;
.
ell
j{
I
M dALL,ON
MWPAe TAW
Ge Lin Wycm
j
T-W Loom
v
I
ww
OWMAY A "WACH MI MM A
PNMT Aldi Ni1 11am
LA Qr . A FALZ
PMM WT oeCP
®51-09
-v
N t4' OM ArJM 60014LM
(SCOMMMb ACACW
DAM Pott CL1lS
AoDCiTwrmR
N
All pOpf CM>CgM 1ll1IM71M
PNLD 1o!)
1'110POElD IMEA!' IbOlrlllt(Mull
HIM AMD! lI&MON AMW
MW. ". PND M"ATI(,fl MO'
A
A'NIM M BOOR TO W W AW4
DAVM POM AT TOP OF 0J4D AT
cormwm Q LOTS
M IMWQ4mw mR TI! V98grATM OF
MWfMO CLId (O! ®AH OF 619W PAYM P to Cie Caw LA"nm "W"
PROI RfY LMW WM roe FUM C NOM DWVR"W.
AVENIDA MARTINEZ