BWFE2020-003378-495 CALLE TAMPICO C&t�t D 4
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2020-0033
Property Address: 52355 MERIWETHER WY
APN: 767690010
Application Description: LOT 18B MADISON, LLC. / 70LF OF RETAINING WALL INSIDE PL
Property Zoning:
Application Valuation: $7,000.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
LOT 18B MADISON, LLC.
52355 MERIWETHER DR
LA QUINTA, CA 92253
Applicant: z�, a Contractor:
D
JOSE ZAVALA - RICHARD DOAN CONSTRUCTION RICHARD DOAN CONSTRUCTION
P0BOX 8011 P0BOX 8011
RANCHO SANTA FE, CA 92067 JAN 2 9 2020 RANCHO SANTA FE, CA 92067
CITY OF LA QUINTA (858)756-4930
DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 374118
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.: 374118
Cont
OWNER-5LDERDECLARATICCONN
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, 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.).
(_) 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: 1/29/2020
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 w rk for which this permit is issued.
tape and will maintain workers' compensation insurance, as required by
A. tl0 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: STATE COMPENSATION INSURANCE FUND Policy Number: 1908709
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 IN provisions.
Da1,e U pPllea � ,
WARNING: FAILURE TO SECURE WOR RS' 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 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 enter upon the
above -mentioned property,, for inspection purposes.
Date 11 Signature (Applicant or Ag21tt.);
Date: 1/29/2020
Application Number:
BWFE2020-0033
Property Address:
52355 MERIWETHER WY
APN:
767690010
Application Description:
LOT 18B MADISON, LLC. / 701-F OF RETAINING WALL INSIDE PL
Property Zoning:
Application Valuation:
$7,000.00
Applicant:
JOSE ZAVALA - RICHARD
DOAN CONSTRUCTION
P 0 BOX 8011
RANCHO SANTA FE, CA 92067
Owner:
LOT 18B MADISON, LLC.
52355 MERIWETHER DR
LA QUINTA, CA 92253
Contractor:
RICHARD DOAN CONSTRUCTION
P 0 BOX 8011
RANCHO SANTA FE, CA 92067
(858)756-4930
Llc. No.: 374118
Detail: 701-F OF 6' RETAINING WALL AND (2) PILASTERS WITHIN (FRONT) PROPERTY LINES PILASTERS TO BE FIELD VERIFIED FOR COMPLIANCE. [CITY
STANDARD PILASTER SPECIFICATIONS & ANGELUS S-1.8LQ1. 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. 2019 CALIFORNIA BUILDING CODES.
DESCRIPTION
INFORMATION
ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$32.20
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $152.95
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
CITY AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0 $5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
TOTALS: $168.95
Project Address:5„ Z,355 M Qa I w e+A e,c
APN #:
Applicant Name: ` L
Address: � C2. Q
City, ST, Zip: R
Telephone�!�
Email: ( t C ✓l1 e
Contractor Name:
Address:
It
City, St, Zip(2
Telephone: �I )
Email:
C t C �, ,Q
State Lic: City Bus Lic
Arch/Eng Name:
Address:
City, St, Zip
Telephone:
Email:
State Lic:
Property Owner's Name:
Address:
City, ST, Zip
Telephone: C
PERMIT # FE ZO 'Z d 033
PLAN LOCATION:
Project Description: Pool, remodel,lAdd't,ect, Plumb, MechXS
w
NOW
Valuation of Project $
New SFD Construction:
Conditioned Space
r Garage
Patio/Porch
Fire Sprinklers
Construction Type:
Grading:
Bedrooms: I Stories:
SF
SF
SF
SF
Occupancy:
# Units:
City Bus Lic:
New Commercial / Tenant Improvements:
Total Building _ SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
%CTOR 5H4LL '/ERIF- F N 5H F-oOR
PR OR -O 5-4R7 C= CONS-R,_` ON
ERe 614LL NOT EE LOCATED WHIN
C- 4GDRE5SES SHALL BE CLE4RF- SEEN
TREE7. /SEE EXT R OR E_E`/ATION5 !
5 S'A_L BE LOCATED I•.7-'N e-0 Cr T-E
_CPS - - 4 COND�T•OF, oCCJRS L\D 15
.ED ON Ti-,ESE -LAMS MOTIF" THE
•4-2 =OR CNAL IVFCF" T'O\'
-XTEeIOR =_ATrv0.2G n'-L L4NDSC4=_
�11/EWAYS > =LAInGRK'ER P_A\ X 5'N," `
:E-E OVER 6 G_EAN SAND_ (VER F" ANG
2 50'L5 REPORT RECO`-IEND4T�ON5/
7VTROL JOINT5 A- -4X, 10 -O" --0.E n/ SOI_S SPORT L ! 4NDSC4PE =_AN5
TO DR4:V 4NA`" FROM FO;NDATIO\ FOR A
6' N/'N THE FIRST TEN FEET AND THEN -C A
5GH4RGE I PROVED E:'TH- LC Al
�. CONTRACTOR TO-ROVIDE A 5J5DRAIN
7 CONNECT ROOD DR4IV6 -G -HE 5JBDRAIN
70RD;N4TE NITH-A\DSGA"E F-AN5;
5L,AL_ -I4VE A\ A'JTONAT Co - RE
_Y6 = IN5TA_LED PER NF14 '3-D
AND CCdL = RE FROTECTION D15-R CT
FIRE 5PRIN<LER 1=,445 5H A_'_ BE
AND 4FFFO✓ED B" TEE _OC4L FIRE
\ PROR TO FRA-!NC INSPEG ON.
SlRIN<.ER 5`"57EM6 'n lTa OVER 100
'EATS OR "ORE PROTEC-'NG ONE -AND
DNELLING5 SHALL BE `1CNITCRED.
NU-BER5 4NG/CR ADDRESSES 5HALL BE
A_. NEW AND EX STING 5LINGS AND AT
-E ADD-'CN'A_-CGA-IGV_�'
5 A5 -O BE
i B-E 4ND =RC' E e REET OR
RO\-, NO T-E PRGPEe - =R01^, E .:ER
= AP-RO4CI4 5AID NU-BERS 5H4LL
JITI-'-EF 3AGKGFCJVD M'7 SHAL_ MEE-
TING MIN -_- 3TANDARD5 AS TO 5 �:E, G'
- STRC<E POR A_ B.,ILD NGS
'ArIA- AGGRESS SHA__ BE
EC •`-=-Rc rEC 5 GNS OR OT>-ER
NO- ICES 5ti4L_ 5E 'ROV DEG AND
FOR F RE A--4RATJE ACCESS ROAD TO
CF- R04D5 A\D -ROH'5" -4E
>N T-EREO= OR BOTH - GLIEP 1"4"
= COST NO,OF A P RE 4GGE55 ROADNAY
<, NG- HAS 055-RUCTED CR CC„LD
-E REO„IRED N'DTH•
'7,-5 ACCESS RCAGS SHALL BE DESIGNED
NE- -0 -CRT --'E IY=05ED LOAFS OF
�ARATI:S !NOT ESS -A\ -S000 LE'
BE F'�a0/ICED ✓: i- A\ GFFRC ✓E'D PAVE
AS
G:
-O-ROV'E� 4__-NEATJER DR VING
=5.
OR O 7 HER 57RJC-URES OF GE CES 'A GH
TRJC- = RE ACCESS RCADN4-5 OR
H\DER E-_RGENC- O-ERA-'ON$ ARE
/ �N_E55 TH.E`"",E� 6-A\DAFCS
BY TIE CI-IEF AND RECEIVE SPECIFIC
CVA_.
_L 14'/E A 30-F00- 5E SACK PRO" T-E
55 -G OR L, T-IV A ST R„C ..RE OR AN 4EA
,==ICJ_T 5ECAL5L CF SEC -RED CFENI\GS
EDIA-E ACCE55'S NEG_-SSAFY FOR _=E
Fi RE=' G-' NO P„RP05E6 T E CHIEF 15
-C EO, RE A <=_:' SOX TO BE INS-4ED
35'5-E LOCATION.
:\- =CR G F,R= A=PARA i'..5 4CCE55
;HA-! \G- EXCEED 20.mv GRADES
'�- 501 \C_ 5E A_LONED NI-.C.T
' E2,5_R=5 T-= P RE CODE CF=C14L „'4`
:�IT•G\^ TIG-ATIC\ 11EA5JRES NH -RE:
RO-RI4-E T,-E ANGLE OF DEAR-JR7, \�
P-RCAC-, C= A = c ACCESS ROAGNA`"
EXCEED T" OR 'i 21 OR 15 A' -ROVE.". 5l
•CRY 5-R<rC-,.E 5H4L BE 5E_5AC< A
- =RCN -OF - < C-= To -_E =Ae EST
FRO- 4 FCCS ' SING' F a:CR"
5F..!',_L_ BE LE55 T'T AN L FEET. A -NO-
CTLRE 5-AL 5= E-SACK A I"\IE',." OF
-'1 TO- .0-- S_O-E -O — = AR-L.ES_
4 ROC=.
JRE N LL JSE VATUR41Gas
-R., -'C\ AID O\ NEv._Y G_455 F EG
O'- JPG\C E_5REG;�RE:- SM0<E 4LAR'IS
/L -F-E R FR "A'<` FFC—. FRO" TF-E
R.\@ W_E\ - 014 I R'\C- 15 SERr 1-
50�RCE AND ==A_L BE EGA PEG h --
N ARE _GN is R'NG
=_v 4ND -_O_- 4 D ECO\NEC-INE 5.: Tc-
"O<E "4' 5E 5 -
=E
OR •N B'„' DINGS ,,T-C__ CO—FG14-
'\ J✓'L C'NGS, r: L-C-1 J\GERGC
.S. RE-' Re OR ADC -IONS
.4L_5 5H4__ BE ST 5-E
{
JIST4•N- "ATER'L_5 bl EX-ERICR 14:-
5-4LL EXTEND FRO' - _ -
AND =F" \GTE A- ROC= cJE=A R ,
E/,TER'.OR NAL_- _E55 -F-A\ 3D FEET
ER"" _.NE d;EX-ER OR AL__ ✓ENTS-
0
I
[W.Y 6rwr
t
w f
LOT, C-MMOT W-0
LOT 19
µp, tom92
F L14A
POOLED
5 SCREEN
WALL PER
'SHEETS
5'WDE- -
W: RFIX
5 S REEN
WALL PER
U:
�' I
_ 1'
WA
SCUTkRLPTUflE
55CHEEN -- •-, ti, t
' "SHEETS � �1 S
1 y cuEST 1 1
ErLAEEN-RRG
wau II
FO s 755
rr�
LOT 17
raD=sssm
f
19
BLDG
Irtic
RM TVP
LNPIw'ri
WATfRIFIRE —1
fi'SCREEN
I
EI
WgTER
i
NEW CONTO:JRS
1 -
FrAlI E ///
G T-- - - < ORNE
PEROR.NINGP:AN
l
7. 7",
•i•• s7pes
;-';A
OUTE PLAN
O TQ 2{T
r=za-P
70 x 67 yZU I�l 0f n_eA 171UL WALL
5' qe 2LiA,(J/49
( 'ft1R9, SfANOIN L
�EG4L DESGR:PT ON
LOT IE C= -RAOT NO 53DT6--�
A.P.N.
SETBACKS
'�A!2 SC\ CLUB
FRONT
EASEMCN= .r�-FER -C PLAN
REAR
GO' REFER TO -LAN
EDE
5 7EFER TO PLAN
-`" O= _A t7UII
FRONT
25' GOE _OAD GARAGE
FRONT
3'.7' -RCN- _OAD C-4R4C-E
REAR
_
SIDE
5 -1' FOR EVERT FOO- O`er
5TOR;ES
ONE
BOLDING AREA
HOUSE
• 881E SF
w=ST
I&S SF
JV'NG AREA
64RA=-_E A 5TCR
. IGL' 5E
5-OR c EO
, 207 S=
EC 2
40 SF
L- EC W.
15 5F
COVERED PATIO
2',2 5'
rRA\D4
• 153E S
LOT ACREAGE
Sbjvo& SF
36330 SF _E55 -I_A\ AN 4CRE l=O.^.zR \ DR-F
LOT COVERAGE
E RE HAZARD SEVERIT- ZONE
'VHF/ \CI' -i G- PRE AE4
I -_EASE REFER -C T— SF-EO FIC F_A\ �9-0
AMENDMEN , =0R -HE -AD EON C_LB nH C
n TH -PE GIT`" OF LA Q J VTA AS T-,ENE -,Ll
RES-RIG-'•C\5 YP^vSED --AT ARE GREATEF
L:5'ED IN -HE "AD:SON r_LUB GES'6N C--L D=
,\ST4\CE WHERE -FIE SF�HG='G P1_4N ECG'
MI RESTR CT:✓E - 5-AL_ -RE /A_
2 AN- DE V ATIO\ =2^^"7HE DESIG\ GJICE_
5,;5177=D n -F A ECLES- FOR VAR AVCE
,S NCT ES=\ EG AS A VAR'ANC
AND T- TP _
AND T-E GOI-C1'- -EE NAD✓eRTE_\-_' OVER
RVG T-E RE/En _ROGESS IT v.:_ BE T
T=AYS E5-ON51a L-- TC "'AC"ODIP:G<
}TER DATE := REC,;E5TED B T T-E DRC
�. P�EA5E DO \07 L. r/; E :R ✓EWA-5 OVER
GON\EC- ON :N ADD'T:ON, -yE :\- _-GRIT_
D, AXNA3 AND ShALE -1,5- BE MC
ORDER TO NEE T THE _-X 5- NG C
AVDdRDS,
4 P_EGSE \O-E AN- -G E\ A_ SOLAN.5AG-
DES:GN E✓IEr. =ADU.C-E =0R RE✓IEw ANC
5 „?'A BOX'CR 4LTER44-'r "A_ EGEF
G\D _CCATICN '5 RE.^._ RED =OR A- L F01
S -I-E -RASH ARE - - ' BT
NC LOCATED ND ^ <ED —E O
BALK=_� WASTE FE"'OVA_ 5 PROADED c
�O/10E Ow_ SJRRTEC =0R GG-E
- THE ✓.G__ FOOT \G5 -4� NOT E> -_-ND OF'
t, a GS
`6 W I FEZ02o - 0 0 3
CITY OF LA QUINITA
BUILDING & SAFETY DEFT
7t :?
� q 'o,
DAB By .�.
G Cry
O
0
N
1�
LL
�mq
IA
I.
'4BL*OCK
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION — 0.25, COHESION — Opsf
5. CANTILEVER ACTIVE — 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT .SPECIFIC SITE.
NOTES:
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.
2. NOT USED
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. 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.
5. 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.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. NOT USED
11. 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.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY RETAINING WALL SCHEDULE
,H,
'X' BARS
16" LONG CMU
'Y' BARS
'B' MIN.
C' MIN.
2'-0"
N/A
2'-1"
O.—B.,
2'-8"
4®32 o.c.
N/A
2'-6"
3'-4"
4032"o.c.
N LA
3'-0"
1'-4"
4'-0"
4016"o.c.
408"o.c.
4'-0"
1'-11"
4'-3'
2'-6"
4081.o.c.
4®8"o.c.
5'-0"
2'-11"508"o.c.
ff'_C��j
I
J408"o.c.
5'-5"
3'--5"
t228
INC.
TECTURE - ENGINEERING
Badillo Street 1 Covina, CA 91723
38 1595
38 0485
vwvva.g111se.00m
2' to 6' High Retaining Wall
Sloped Backfill
8" Wide CMU
OPTIONAL WALL CAP
#4 HORIZ. 024"o.c
B" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE
'X' BARS PER
SCHEDULE LAP
AS INDICATED
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC —
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL -
F G. — —
WET —SET FIRST "
COURSE
#4 CONT.
#4 CONT. 012"o.c.
CONT. CONC. FTG.—
'Y' BARS PER
SCHEDULE
CONC. KEY
—
TYP.
'B' MIN.
PER SCHEDULE
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. rt}i DATE: 09/21/2018
2 x 'H'
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2 MIN.
1r---�
2}" OUTSIDE FACE
OF BLOCK TO
(t. OF VERT, TYP
w
D
0
w
7
V
DATE SIGNED 9-10-18
S-1.8LQ
#16-077
x
w
a
i
27"
27"
TOP VIEW
FOOTING
BLOCK
GROUT
STEEL REBAR
REBAR
PLAGEME
ILLUSTRAT
BLOCK
1 2" OR 16 X 16")
-)LID GROUT
) - # 4 REBAR
JE Al- EACH CORNER)
_L FOOTf NGS ADJACENT TO
DPES TO BE AT LEAST 5' TO
YLIGHT AS SHOWN BELOW.
I
MIN, 2
RE_BA
OVERL
aorral� 5' MIN.
FOOTING
LIMITATIONS:
G REfW SHALL
MN. 6" LONG, 1 .PILASTER SPACING SHAIJ- NOT EXCEED 20 Fr. WHFN OTHER IN FILL FENCING
AND AMIN. ;S ATTACHED.
-E COVER or 3", 2. ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY DE ATTACHED TO
PILASTERS. SOLID TYPE FENCING MAY NOT DE ATTACHED TO PILASTER.
3 GATES AND DOORS AITACH_D TO PILASTER ARE LIMITED r-O 200# MAX.
WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER.
4. THIS PILA5T ER DESIGN IS INTENDED TO BE USED ONLY AS A FENCING
FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS,
5, FENCE HEIGHTS ARE REGULATED -- CONSULT ZONING REGULATIONS BEFORE
CHECK WITH THE BUILDING DEPARTMENT 13EGINNING CONSTRUCTION,
TO VERIFY IF A BUILDING PERMIT IS REQUIRED. 6,INSTALLATION OF ELF•.CTRIC CIRCUITS, CONDUITS, OR LIGHTING FIXTURES
WHEN A BUILDING PERMIT 15 REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION.
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 7• FOOTINGSTO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
AND ENGINEERED FILL,
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL
8. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD,
IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM
THE SURROUNDING THE EARTH/DIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
2) REBAR/PRE-GROUT; VERTICAL REBAR IN PLACE
INSPECTION PRIOR TO PLACING GROUT.
3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT. r
I DISCLAIMER: �'�v ,
MASONRY PILASTER
ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH
AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS 7B •f135 CALLE TAM PICO
AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFFRRiED PHONE (760) 777-7125 �
I,n ' utAt•t'n, CnLrrc)aNIA J?.253
GUARANTEE AGAINST FAILURE OR DEFECTS. .,..,,,,.,. . n.e.enMrTv nrvr.Lnp.m PN•r rir7 vnnr I nr I