BWFE2020-003978-495 CALLE TAMPICO D ^"t�iiGCtl
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2020-0039
Property Address:
53005 HUMBOLDT
APN:
767700005
Application Description:
ROTNER / 245LF OF RETAINING WALL AT PROPERTY LINE
Property Zoning:
Application Valuation:
$30,000.00
Applicant: n U
BRADSHAW CONSTRUCTION INC L _l
81335 THUNDER GULCH WAY FEB 0 Z020
LA QUINTA, CA 92253
Cliff' 0, ! A. QUINTA
DESIGN & DEVELC PmENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
(commencing with Section 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect
License Class: B License No.: 848057
J
Date: �' Contractor: ,&,), 6"J s ,
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).:
(_) 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_).
(_) 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.&RC, 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:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/9/2020
Owner:
ROTNER GLENN / ANN WALKER TRUST
Contractor:
BRADSHAW CONSTRUCTION INC
81335 THUNDER GULCH WAY
LA QUINTA, CA 92253
(760)347-4246
Llc. No.: 848057
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 th for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Sect 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: SWE COMPENSATION INSURANCE FUND Policy Number: 9245081
I certify that in the performance of the work for which this permit is issued,
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.
Date: 20 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UPTO
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 uppr the above -
mentioned property for inspection purposes.
Date: Signature (Applicant or Agent): �yL
Date:
2/5/2020
Application Number:
BWFE2020-0039
Property Address:
53005 HUMBOLDT
APN:
767700005
Application Description:
ROTNER / 245LF OF RETAINING WALL AT PROPERTY -LINE
Property Zoning:
Application Valuation:
$30,000.00
Applicant:
BRADSHAW CONSTRUCTION INC
81335 THUNDER GULCH WAY
LA QUINTA, CA 92253
Owner:
ROTNER GLENN / ANN WALKER TRUST
53005 HUMBOLDT BLVD
LA QUINTA, CA 92253
Contractor:
BRADSHAW CONSTRUCTION INC
81335 THUNDER GULCH WAY
LA QUINTA, CA 92253
(760)347-4246
LIc. No.: 848057
Detail: 245LF TOTAL OF RETAINING WALLS AND (1) PILASTER AT AND WITHIN PROPERTY LINES. [CITY STANDARD PILASTER / ANGELUS S-1.6 AND S-1.7LQ
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. PER 2019 CALIFORNIA BUILDING CODES.
Project Address- % 53`-'t.. /,/(&/K
APN #:
Applicant Name:
Address: 4f.,4 h A►
City, ST, Zip:
Telephone:
Email:
Contractor Name:
Address:
_ U /� �� ■ Yl I� 1! �y �
City,St, Zip
Telephone:
Email:
State Lic: P(90 5 7 City Bus Lie:
Arch/Eng Name:
Address:
City, St, Zip
Telephone:
Email:
State Lic: City Bus Lic:
Property Owner's Name:
Address:
City, ST, Zip LF
Telephone:
Email:
PERMIT # �VJ FE2-p --+
PLAN LOCATION:
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
A . n / A . I , d,
>> C k-AVtCIQ
Valuation of Project $`� ��
r New SFD Construction:
' Conditioned Space
Garage
' Patio/Porch
_ Fire Sprinklers
Construction Type:
Grading:
Bedrooms: f Stories:
SF
SF
SF
SF
Occupancy: '
# Units:
New Commercial / Tenant Improvements:
Total Building SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
LOT 52
VACANT STE-DESIGM CD
LOT N
\ LANDSCAPE
- - - -- � - wan. \"
Dnf GUEST PARKING ENTRYGATE
� - N
m. i'PLYNTH - •.
_. .. 'L46 fOURI 1R F . V
C
�,.c..s' ,ti'• 0
1 _ 11- : ;. ,Bao
7(7
�]'Wlr..q - ,~,.•- --�j• � GARAGE W U
4 € DRNECOURT \�
KITCHEN MEDIA GARAGE
fa _— O
NEW
i 4y ab T�t�
OUTDOOR ENTRYGATE J t �'� rM `
STING
..SPA
POOL
UN05.p MPERA W PMW
" GREATROOM 10 T 53--
1 986.00 FF PALM COURT
985.5 PAD /' ,
a j 4C/•
-----s �. tom, "`���; :• .. �_
o
49
t ' J
HALLWAY ...
i 1 MSTRBED
I1 1 GUESTSED.p2 6')EVIvon GUESTEED.94
y, Nonce or Copyright
1 •+.v i a4r --� jjl °4} -- '' r�.xrur..�«tr`w vwr•r4•
1 � •N.rW.+M4n •Nx
i
1 ,
'm'1rw�m w��aFY-y
'Y 't . x a,w44 ' ••'•• n^ 'I - �i1GmOtq K,+4^+I� WSwr
II
a. ! .__—.`"_ - __ -_ - :'_:.::_r:: .:��lC-=-.:-t_._•-__:.:.-_. � N.WI�r�rrr.. r�.,w�rm �h.
' 24" RAISED PLANTER 14" RAISED PLANTER I O ! `r'
/�
.--. E70.4TNG i'YIALL — - _ ar +v'. /r" 0 I SITE ��{Y�
LOT 54
EXISTING BUILDING " ' q° n~ Apo ��y
(986 0 APPROVED PAD)
OTY OF LA QUorr�
B�.iILDINQ & SAY
,CHITE TURAL SITE PLAN
�.O9 ' ONST[luCT10
s,-J�2.020
CCrry
LOT 52
VACANT
CITY OF L4 QUINTA
LOT NBUILDING QM !ON
LANDSCAPE MEP PLAN81DETAI.S
REV MEWED FOR
CO E QMPLl co CE Lo
12,
7r
. tti
'LOT 53" 0
%6.00 FF
M5 PAO
cl)
■
Zr
7,77
T
- r-1 F-7
El -Z
r
SITE PLAN
LOT 54 —017
EXISTING BUILDING
(986 0 APPROVED PAD)
WAZ/ ARCHITECTURAL SITE PLAN A1.10
.........................................
F/ 73S 0E Jb 74 A (E
d§ry8L0
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 = 150pef
4. COEFFICIENT OF FRICTION = 0.25, COHESION — Opsf
5. CANTILEVER ACTIVE — 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPEC11ON
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. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
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
2000pa1.
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'—D'o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
0. GROUT ALL CELLS WITH REINFORCEMENT.
1. 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.
2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
MASONRY FENCE RETAINING WALL SCHEDULE
,Hr
DESIGN WINDI
EXP mph
'X' BARS
16" LONG CMU
'Y' BARS
16" LONG CMU]B'
MIN.
'C' MI .
C ® 100
4032"o.c.
4048"o.c.
2 —9"
N A
2'-0"
C ® 110
#4032"o.c.
4®48"o.c.
2'-9"
N A
C ® 120
4032"o.c.
4048"o.c.
2'-11"
N A
C ® 130
4032"o.c.
4®40"o.c.
3'-1.
NIA
C ® 100
#4®32"o.c.
4®48"o.c.
3'-0"
N A
2, 8"
C ® 110
4®32"o.c.
4®48"o.c.
3�—D"
N A
C ® 120
4032"o.c.
4@48"o.c.
3'-2"
N A
2"o.c.
4040"o.c.
3'-4"
NIA
2"o.c.
®48"o.c.
3'-5"
N A
2"o.c.
4®48"o.c.
3'-5"
N A
43'-4"
2"o.c.
ti4
4®48"Sox
N A4"o.C.
4®40"
N A2"o.c.
4®48"
0'-2"4-0
2"o.c.
4®48"
0'-2"C
® 120
4®24"o.c.
4@48"
0'-2"C
® 130
4®24"o.c.
4®40"
0'-2"
GHL INC.
ARCHITECTURE < ENGINEERING
228 East Badillo Street Covina, CA 91723
T: 626.938.1595
F: 626-938-0485
_ www ghl-ae com
6' High Wall 2' to 4' Retaining
Heel -in Footing
C ® 100/110/120/130mph (ult.)
Risk Category I
678w Wide CMU
OPTIONAL WALL CAP �
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE, —
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" OR 8" WIDE (NOM.) CMU
w/ 'Y' BARS PER SCHEDULE
® CTR. OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. @24"
® RETAINING
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
8" WIDE (NOM.) CMU_
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP —
24" MIN.
F.G.
WET —SET FIRST ?
COURSE
#4 CONT.
#4 CONT. ® 12"o.c.—
i7
CONT. CONC. FTG.
�WFeZO2.0 pD
VIN tXQUIN"
BUILDING DIVISION
REVIEWED E0F3
CODE
0.TE?
LOADING — C STY
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
� X
I
OPTIONAL CHAMFER
j BACKFILL—
WELL GRADED, CLEAN
jr
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2j" OUTSIDE FACE
J
OF BLOCK TO
OF VERT
w
U
to
...
w
9
0I I3" C R. U
2" 12�1u2" J
'B' MIN.
PER SCHEDULE
9 OFESS/04^
G .�
a 7
NO. 85 81
�c EXP. 9-30-20
�9r C
E OF C P,
DATE SIGNED 6-20-19
S-1.6
#16-077.22
R
4
BLOCK CO.. INC.
Since 1946
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, f'm = 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'—O"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
H LONG CMU Y' BARS I B' MIN. I MIN. 16;D' I
0'-
L 3"-4" 1 #4032"o.c. I N/A I 1'-11" 1 0'-6" 1 0'--9"
1 4--0- .1_#4032"o.c• j N/A 1 2'-5" 1 0'-8" 1 O'—Vr
2' to 6' High Retaining Wall
Level Backfill
8" Wide CMU
r
OPTIONAL WALL CAP
26
#4 HORIZ. ®24"o.c.
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE —
'X' BARS PER
SCHEDULE —
LAP 24" MIN.
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
4"0 SDR 35 PERF. PIPE w/
1C.f. 3/4" GRAVEL WRAPPED IN
2j"OUTSIDE FACE
MIRAFI 140N FILTER FABRIC—
— OF BLOCK TO
SLOPE TO DRAIN. WATERPROOF
G.OF VERT, TYP.
BACKSIDE OF RETAINING WALL
F. G.
w
WET —SET FIRST
COURSE
#4 CONT. @12"o.c.
2—#4 CONT.
CONT. CONC. FTG.
„
'Y' BARS PER 3
3" CLR.
SCHEDULE �°•
TYP
CONC. KEY
ALIGN WITH
FACE OF WALL
LOADING
0,_9„ 0.-9�.
1. SEISMIC, 5% DAMPING ® 1 SECOND
—3" 1'-1" 1'-0" ACCELERATION Cs=0.33Wt.
Yu- 4 CITY OF LA QUINTA
BUILDING DIVISION
4*L228
INC. APPROVED
ITECTURE - ENGINEERING
8.1Bad5oStreet Covina,CA91723FOR CONSTRUCTION
3&159538,0485
-ghkue•cvm BY: A a-li_ _DATE: 09/21/2018
pRaFES$IO
�-'NC' 85581 x
kEXP. 9-30-209T C / v ` \_ ('Oti
OF C AGfF
DATE SIGNED 9-10-18
S-1.7LQ
#16-077
i
0
0
x
U
to
w
a
N
)L,13
1
2 7"
v
Iv J
27" �l
TOP VIEW
FOOTING
BLOCK
GROUT
STEELREeAR
REBAR
PLAGEME
I LLUSTRA'T
N VIEW
— BLOCK
?" X 1 2" OR 1 6' X 1 6")
SOLID GROUT
(4) - # 4 REBAR
(ONE Al EACH CORNER)
ALL FOOI',NGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
MIN-2
RF8A
OVERL
0
�-
�,., S' M I N
FOOTING
LIMITATIONS:
CTIN'G RL-`E'AR SHALL
wEn MIN.6" c-oNG 1 -PILASTER SPACING Sh1Al-.I. NOT EXCEED 20 Fr. WHEN OTHER INFR_I_ Fi'.NCING
r{ool�AND Ar.rw, ;SATTACHED.
C9FTF CQVFR OF 3-'. 2 ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATT'ACHiw TO
PILASTERS. SOLID TYPE FENCING MAY NOT BE ATTACHED TO Pil ASTER.
3. GATES AND DOORS ATTACHED TO PILA51-ER ARE LIMITED To 200# MAX -
WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER.
4.Ti,ils PILASTER DESIGN IS INTENDED TO BE. USED ONLY AS A FENCING
27„ _ FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS.
5, FENCE HE1GH'fS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE
CHECK WITH THE BUILDING DEPARTMENT BEGINNING CONST'RUC TION,
TO VERIFY IF A BUILDING PERMIT IS REQUIRED. 6-INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES
WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION.
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED; 7, F OOTINGS T'O BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPA01'ED
AND ENGINEERED FILL.
1) FOOTING: EXCAVATION TRENCH CLEAN WITI-I STEEL
B. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD.
IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
THE SURROUNDING THE EARTH/DIRT.
2) REBAR/PRE-GROUT; VERTICAL REBAR IN PLACE - r e
INSPECTION PRIOR TO PLACING GROUT.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY M "� • ,�f.
DECORATIVE CAP PLACEMENT. r
MASONRY PILASTER
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSS113LE WHEN PROVIDED WITH
AN ENGINEERED ANALYSIS, USE OF THIS STANDARD DESIGN IS PHONE 760 177-7125 78.495 CALLC 9'RMI'lC;i]
AT' THE USER'S RISK AND GARRIES NO IMPLIED OR INFERFLED ( ) LA QUINTA, CAI.-PORNIA ()'1253
GUARANTEE AGAINST FAILURE ORDEFECTS, IVAV 17r;M 777-7(111 1 ChMMUNITY❑CVCI.OP\9L:N'fDL:F'T I PAGEI Of I
Armando Magallon
From: Jonathan Van Alstine <jonathan@markbradshawconstruction.com>
Sent: Thursday, February 6, 2020 12:17 PM
To: Armando Magallon
Subject: Fwd: Signatory authorization
EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening
attachments, clicking links or responding to requests for information.
Jonathan Van Alstine
Bradshaw Construction
760.766.6189
Begin forwarded message:
From: Kelly Bradshaw <kelly.bradshaw@markbradshawconstruction.com>
Date: February 5, 2020 at 5:04:06 PM PST
To: Jonathan Van Alstine <jonathan@markbradshawconstruction.com>
Cc: Mark Bradshaw <mark@ markbradshawconstruction.com>, David Miller
<david @ ma rkbradshawconstruction.com>
Subject: Re: Signatory authorization
You are approved to sign the permit
Kelly Bradshaw
Bradshaw Construction
On Feb 5, 2020, at 3:10 PM, Jonathan Van Alstine
<jonathan@markbradshawconstruction.com> wrote:
Hey Mark or Kelly whichever one of you get to it first, could you email me back with
approval to sign for permits.
Thanks
Jonathan Van Alstine
Bradshaw Construction
760.766.6189