BWFE2018-0170r 78-495 CALLETAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Titr 4 -44"
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/CITY STANDARD/PRE-APPROVED
BW FE2018-0170
54660 AVENIDAJUAREZ
774263008
LA PALOMA HOMES / GARDEN AND RETAINING WALLS
$14,000.00
Applicant:
HEY DUDE CONSTRUCTION INC
P 0 BOX 1018
THOUSAND PALMS, CA 92276 .
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
LA PALOMA HOMES INC
P0BOX 10179
PALM. DESERT, CA 92201
® Contractor:
AUG 06 2018 HEY DUDE CONSTRUCTION INC
P O BOX 1018
CITY OF LA OUINTA THOUSAND PALMS, CA 92276
DESIGNAND DEVELOPMENT. DEPARTMENT (760)343-5272
Llc. No.: 845115
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 Professions Code, and
my License is in full force and effect.
License Class: B License No.: 845115` `
at/Co ractor �A o
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).:
(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.).
I I 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:
Date: 8/6/2018
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 w94 for which this permit is issued.
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: ACE AMERICAN INSURANCE COMPANY Policy Number: RWCC65188041
_ 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 subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
ate: G, LIS A plicant c�cw fr_0 �
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 ATTORNEYSFEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official 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 ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to en on the above -
mentioned property for inspection purposes.
Dat �ignatmre (Applicant or Agent): A V�
Date: 8/6/2018
Application Number: BWFE2018-0170
Owner:
Property Address: 54660 AVENIDA JUAREZ
LA PALOMA HOMES INC
APN: 774263008
P 0 BOX 10179
Application Description: LA PALOMA HOMES / GARDEN AND RETAINING WALLS
PALM DESERT, CA 92201
Property Zoning:
Application Valuation: $14,000.00
Applicant:
Contractor:
HEY DUDE CONSTRUCTION INC,
HEY DUDE CONSTRUCTION INC
P0BOX 1018
P0BOX 1018
• THOUSAND PALMS, CA 92276
THOUSAND PALMS, CA 92276
(760)343-5272
Llc. No.: 845115
Detail: 150LF ANGELUS S-1.6LQ REATAINING WALL AND NORTH REAR PL AND 70LF FG 6' GARDEN WALL AND [2] PILASTERS AT FRONT OF PROPERTY
[CITY SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE
THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED,
HAVE A SUITABLE PERMANENT IRRIGATION
SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$46.80
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$46.80
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
. 101-0000-42404
0
$52.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$65.02
Total Paid for BLOCK WALL: $210.63
DESCRIPTION
ACCOUNT
CITY
AMOUNT".
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
` Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE:' $5.00
TOTALS: $226.63
J
. ... _..- l.; F:i\-t gi�L,r Oi'.�t�:12'l" -•-�/
PERMIT #
PLAN LOCATION:
Project Address: �L1' C�� �v 7UCkC_e
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
150' (Di n^, lzn
Applicant Name:
Address: oQ t� 1
City, ST, Zip: ZO,o.22�
Telephone:
Email:h,,_ � ��e 1 V �� zo � o 112�
Valuation of Project $ Vy, ��?0
Contractor Name: ,��,
��Cott
New SFD Construction:
Address: ?oO zcn,
tc ,6
Conditioned Space SF
City, St, Zip T
1 �M CA `ZZ �
Garage SF
Telephone: -I (1,c - _ 5en Z
Patio/Porch SF
Email: ` I�Ux\e.
v p r.\ e e
Fire Sprinklers SF
State Lie: $>,1S \I eJ
City Bus Lie:
Arch/Eng Name:
Construction Type: Occupancy: .
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lie: City Bus Lie:
Property Owner's Name: LA PCO C)r Q, l-kriMQ-�� e
New Commercial / Tenant Improvements:
Address: ®1 p� -7 R
Total Building SF
City, ST, Zip ^''� ei-L-ZS
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
#16:70.67'+150'=220.67'
#17: 70.67'+150'=220.67'
3' � 4�r1w918: 70.67'+150'=220.67'
�°� ki3h �a��en can �oP 19:70.67'+501 =120.67'
CJ r 6 c c �el� W 0. l TOTAL ............... 782.68'
svr
r(N) 6HIGH WALL BLOCK
[WALL USE RETAINING WALL
`-RO>ER1• LINE 50.0' / AS APPLIES --
a
z8
7
(N) W HIGH WALL BLOCK
WALL USE RETAINING WALL
PROPERTY LINE 50.0. AS APPLIES •
ISEEATTACHED
LOT 17
ADDRESS:
54-660 AV. JUAREZ
POPOWER /-PROPER'.
�•r i
-=---- - - - - - - - - - - - - - - - - - f
- - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
- -- - -
r�-'PSI, . ,• •'c. i! .. �� �...• �. ,•, i
OLFi�tEpT { .'FUJUflE PPppOL
IilG3 ' I • EOUIPMENY I `,
!OC.cYMLS w I • 5
FLOCK WALL
• COLUMN I COLUMN
•• PROPANESAWC COLUMN (N) 8' HIGH WALL BLOCK I (N) B' HIGH WALL BLOCK ± •. Cam. N 6' HIGH W
WALL USE OPTION •A• I WALL USE OPTION •A•� • ' .J ( ) ALL BLOCK
FOOTING DETAIL WALL USE OPTION •A•
O ING DETAIL • w; _ '' ��- I FOOTING DETAIL
• >i PROPERTY LINE 60.0' PROPERTY LINE 50.0
PROPERTY L W.0'
.—f rruRE
•• • , - FL4
DRVRE.
NEWAY TEL BOX
.'./• ••
ER ® AVENIDA JUAREZ
fi&wf- 10�F •01 TC
h
strC617 XU0 TtA.A2Ez c.Vy
FOOTING OPTION "A°' F'O:OTING.OPTIQN "B"
..... ..
,.
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
f'
6 OR 8" B OCK
HCIGH'f FROM TOP
1
#4 HORIZONTAL AT 32" MAX. O.C.
OF FOOTING
(USE BOND BEAM BLOCK)
SEE TABLE "A" SEE TABLE "S"
FOR REBAR SIZE FOR REBAR SIZE —
ND SPACING AND SPACING
! _
IIPCAIC ftf_OAR IN C.F:MT!N OICk1,1.1 (l.n;A'fR Hh:I::AIt IN (:l:Nft:R (71'CHI:i)
FINISH GRADE
#4 REBAR
LC:ZNTINUOUS
11
>iuAA id4gs;5k
REVERSE
DIRECTION OF
I� "W" -
HOOK ON EVERY
I (FOOTING WIDTH) 1
OTHER REBAR
SEE TABLE_ "A"
'
„H.
..W"
VERTICAL
REINFORCEMENT
3'
17"
#4 @ 48" O.C..
4t
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C;
6'
29"
#4 @ 24" O..C,
(2) - ##A. REBAF
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
s
CO
UQl'fOM 7 — 'f
OF MIN,
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A RETAINING WALL,
2) FENCE HEIGHTS ARE REGULATED ^ CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED,
4) GROUT ONLY THE CELLS CONTAINING REBAR, THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM,
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.,,,
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER;
ALTERNATE DESIGNS ,MAY BE. POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED. GUARANTEE AGAINST
FAILURE OR DEFECTS.
i(FOOTING WIOT)
SEE TABLE "B'•
I H„
HEIGHT FROM TOP
OF FOOTING
I
JJ. i
1.
1.
r_.
I?dit(Yf T,*`l IftI11:i/lr�M
- Y
H11
WI,
VERTICAL'
REINFORCEMENT
31
1 9"
#4 @ 48" O.C.
41
.22"
#4 @ 48" O.C..
5'
29"
#4 @ 48" O.C..
F.
1 3411
#4. @ 24" O.C.
CHEG.K-W.I,TH-T,.HE.B,ULL.p.IN.G..D.EPARTMENT TO.
V.ERIFY•I.F A, BU.I.LDING.,PERMiT.1S,..REQ.UIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOO.TING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REIBAR/P,RE-G,ROU.T: BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT,
3) EINAL; AFTER, GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
IDE COUNTY CODE UNIFORMITY PROGRAM
Twyl
FREESTANDING BLOCK.WALL
PIIONL (7G0) 777-7.1.?.5 7$-495 C:AI,LI.: t�1Ni'�I;GU
l:n q(IlN'1'A,.('ALJPnRNlA:9'l'L,S;.i
VAX (7E0) 777-701 1 IU/9/2U 1'1 COMMUNI'IY D16V.ELO PM BNf L)EfT. PACE; I 0112
BLOCK CO., INC. '
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
)ESIGN CRITERIA:
I. DESIGN CRITERIA PER 2016 CBC
!. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
S. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
S. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
i. CANTILEVER ACTIVE = 30pcf
i. MASONRY COMPRESSIVE STRENGTH, Vm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
1. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. -CENTER VERTICAL BARS IN CELLS. -
JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPUCES.
S. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28'DAYS, UNLESS ,
OTHERWISE REQUIRED BY SOILS REPORT.
S. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
i. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
'-ND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
100psi.
FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
i. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'—O"o.c. IF .WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
GROUT ALL CELLS WITH REINFORCEMENT.
INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S75.1.
DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE. RETAINING WALL SCHEDULE
H,
YBARS
'Y BARS
g MIN.
C' MIN.
16' LONG. CMU
16" LONG CMU
2'-0"
4®32"o.c.
4®48"o.c.
2'-9"
N/A
2'-8"
4032"o.c.
4048"o.c.
3'-0"
N/A
Y-4"
4032"o.c.
4®48"o.c.
1 3'-5'
N/A
V-0"
4032"o.c.
I #4048"o.c.
1 X-11"
1 0'-2"
GHL INC.
At:C:hili'c::1! kf: `NhINEEkIN(.7
228 East Badillo Street ; Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
www.ghl-oe.Com
6' High Wall 2' to 4' Retaining
Heel -in Footing
C o 110mph .iult.)
Risk Category I
6"/8w Wide CMU
OPTIONAL WALL CAP —\
.5
STD. LADDER TYPE
STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE; —
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE ® CTR.
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4' GRAVEL WRAPPED IN
MIRAR 140N FILTER FABRIC— —
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, .LAP
24" MIN.
F.G.
WET —SET FIRST i
Tt
COURSE
#4 CONT.
J4 CONT. ® 12"o.c.
U
i7
CONT. CONC. FTG.
CONC. KEY
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF La QUINTA
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
ol<
OPTIONAL CHAMFER
/BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
1 -1 —
2j" OUTSIDE FACE
w
— OF BLOCK TO
J
o
(t. OF VERT
=
=
U
W
CL
3" C R. P
Y
12" 12"
11
'B' MIN.
PER SCHEDULE
QROF ESS/p4,
G q�
7 �
NO..85681 rn.
-k EXP. 9-30-18
s�qT C/v\�o��P
F OF C AL�F
DATE SIGNED 4-12-17
S-1.6LQ
#16-077
r
t'.�TTOP VIEW'. -
--
s �
`fix\•7�2N`%"k"-'s \v? r
:�xzti•z FOOTING .. I _.
BLOCK
ON, NNE
27" GROUT
a t Ell STEEL .REBAR
REBAR • 'F
f*t°fit t�F rASys :. M_^
- - y r`'w r 4 PLACE r...ENl..
ILLUSTRATION
SECTION VIEW '�� � ,
BLOCK'Igo` T
(12" X 1.2' OR 16" X •16:')
U.
SOLID GROUT
'MIN. 24''
6' (4) - # 4 REBAR REBAR.
MAX (ONE AT EACH CORNER) �:} r` •OVERLAP =
? i ALL -FOOTINGS ADJACENT TO '
SLOPES TO BE AT LEAST 5' TO ( ! _
+ --_ DAYLIGHT AS SHOWN BELOW.
MIN 24♦, .
REBAR
OVERLAP
GRADE :BOTTOM. F r t
OF 5'•MIN. _
4 FOOTING
3g� fn�� _ LIMITATIONS
FOOTING REBAR SHALL`
N xl r 3i a 1. PILASTER SPACING SHALL NOT EXCEED 20 FT. WHEN OTHER INFILL FENCING
HAVEAMIN:6 LONG
20 ; AE d e f ?a �i HOOKANDAMIk. ISATTAGHED.
16''`,�, �wyrr�y s corvcRErECOVER OF 3 . 2:ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATTACHED TO
b h.2 '�Fk'pi < k13 ,ice Y3 s
' `l x 5 �` t �tYf1 � S
x v 9 {, ,#� +� PILASTERS. SOLID TYPE FENCING MAY NOT BE ATTACHED TO PILASTER.
3. GATES AND DOORS ATTACHED TO PILASTER ARE E LIMITED TO 200# MAX.
WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER.
'4. THIS PILASTER DESIGN IS INTENDED TO BE USED ONLY AS A FENCING
FEATURE AND 15 NOT INTENDED TO SUPPORT ANY OTHER LOADS .
'.. 5.FENCE HEIGHTS ARE REGULATED —CONSULT ZONING REGULATIONS BEFORE
CHECK WITH_THE_BUILDING._DFPARTMENT> rBEGINNING CONSTRUCTION.
TO VERIFY IF A_BUILD(NG PERMIT IS REQUIRED; 6.INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES
N WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION.
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED., • � _7. FOOTINGS TO BE PLACED IN UNDISTURBED SOILOR PROPERLY COMPACTED
r, AND ENGINEERED FILL.
1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL.,.
IN PLACE AND SUPPORTED 3" ABOVE -AND AWAY FROM 8• FOR DESIGN PARAMETERS, SEE FREESTANDING BLOCK WALL STANDARD,
THE SURROUNDING THE EARTH/DIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
2) REBAR/PRE,GROUT; VERTICAL REBAR IN PLACE- Jul
INSPECTION PRIOR TO PLACING GROUT.
3) FIN.AI, AFTER GROUT IS PLACED -PRIOR TO ANY •r y °4� �rG T p p
DECORATIVE CAP PLACEMENT.
-
3c 'MASONRY PILASTER
DISCLAIMER:.. ,.. 61rornte°.
ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH
AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS '78-495 CALLE TAMPICO
AT THE USER'S RISK AND CARRIES NO IMPLIED OR.INFERRED PHONE (760) 777<7125 LA QUINTA, CALIFORNIA 92253
GUARANTEE AGAINST FAILURE OR DEFECTS. _
FAX (760),777-7011 10/9/2014 COMMUNITY DEVELOPMENT DEFT. PACE 1 OF I
11
DO #2018-0213697 Page 2. of 3
FtECORDING REQiiES71rD:8X'
Lawyers Titie - IE
RDED MAIL _rMS AND TAX STATEME� Ur • DOCUMENT
t alorna
o Box 10179
lnt. t r
Palm DesertCA 922
Escrovit No:.pDL16i33-L'ri39-fiVB -
• Title'No`_ fi18fi92i34 ,
$iaceabavee this tints far Recorder`s use
GRANT- DEED
THE UNDERSIGNEt9`GitANTORfs)'DEc Alrls) '
DD MEferrARy I.R , SFER TAX,is,*, O G
q
UP computed on full value Of g�coperty^ conveyed
tz3I city, of Laufrrtap
Ex rnpt tzrom fce per GC.2 388,', (a (2) recorded co'4urYpntrj%;ij1 epnn ion with transfer subject'tia
u the lrnposlt[on of dorurrirzary transfer tax , AND
FOR A VALUABLE CONSToRATIOnr; teceiptof winch is hereby �ckriawiedged,
E3CITnUestments, LLC, a ialffornia Umtfiai Liability jZompany
hereby GitANT{S) to �x .
' La'PalOnla Hornes,,2nc - ,
the following,described real property in the county of Riverside, State of GALIFORNIA- tt
For legal description of the -.real property..harein, 'see Exhibit A "shed Hereto and '
< made a part 'hereof. .
wk a Com, moply.knd;Nn as: APN`s 774-263-006, 7Z4-263-f?07,'774-263-008: z7?�i*2fi3=Q09 , L '. ,
Qulnta, l::A 92253,
, t ti
; Dated: ' May 8;.7I8
r EJc I strri its, LL a Cali la -Limited -Liability Company, i
ti' 8 i E.'Mfddleton,_,Mailager
g
SIGNO) TN )bOD :M i
13y Jennifer M BarkeY, Manager
f ° 1Ldoca
rnotary,putilxc or Other officer completing this. certikate.verirfes only the identity of the individual who signed the
rnerrti to which this cettlficate�attached and not`the tivtiifuiness, accuracy, or validity of thatdocument�s T ofCA i3>�zivrAkas
A,'•
COUNTY OF
�',�. '.} 2 ) 'before' me t.1 Cyr r ,. Notary Public, personally
O ", ` .
On 4. `
appeared ` Q f:C E t i0l) )
whn proved to me on the basis of sad factfl' vide-nce) to` be thelpersoaf( )'whose name'(4 isfdFe subscribed to
ry `-ttte within instrument and acknQwiedged to me that'he//Y executed the same in hls/1>erJ`sir authorized
u and that by his%pnom-teir slgriatareTS : on the instrument the,'Oerson(�, orrthe entity upon behalf Of.
eapaclty(fa,: >�
which •the person�j. acted,, executed the++ristrurnent. ;
h,certify under PENALTY OF PERJURY undet the laws of the"State of,Calif`rnia that the foregoing paragraph is true
-and correct.,
.*•°.,� . JONGOkOSM
f" ' ,WITNESS Illy hand and Official Sean; Not�ryi0pin411$S
My Comrri+ssion Expires
Octoberl%2021
,+ Signature +c- �.` ( j4 4^.
H�v
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