BWFE2022-0262Permit Details PERMIT NUMBER
City of La Quints BWFE2022-0262
A
Description: ELYON/47LF OF 6' GARDEN WALLS AT NORTH PROPERTY LINES.
Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: ISSUED
APPROVED
Applied: 5/23/2022 ECON
Approved: 6/8/2022 JAN
Issued: 6/9/2022 ONLINE
Finaled:
Expired: 6/9/2023 ECON
Parcel No: 658310040 Site Address: 48800 EISENHOWER DR LA QUINTA,CA 92253
Subdivision: LA QUINTA GOLF ESTATES 1 Block: Lot: 101
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Valuation: $3,500.00 Occupancy Type: Construction Type:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: ELYON/47LF OF 6' GARDEN WALLS AT NORTH PROPERTY LINES. [CITY STANDARD] 2019 CALIFORNIA BUILDING CODES
Process Summary
16
Applied to Approved
Approved to Issued
ADDITIONAL
i
SITES
CHRONOLOGY
CONDITIONS
CONTACTS
—
NAME TYPE
NAME
ADDRESS1
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
DAZ DESIGN BUILD INC
PO BOX 5083
LA QUINTA
CA
92248
(760)895-4331
INFO@DAZDESIGNBUIL
D.COM
CONTRACTOR
DAZ DESIGN BUILD INC
PO BOX 5083
LA QUINTA
CA
92248
(760)895-4331
INFO@DAZDESIGNBUIL
D.COM
OWNER
ELYON DEVELOPMENT
48800 EISENHOWER
DRIVE
LA QUINTA
CA
92253
(760)895-4331
FINANCIAL INFORMATION
Printed: Thursday, October 05, 2023 2:19:46 PM
1 of 3
CRWSYSTEMS
Permit Details
City of La Quinta
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
BY
WALL/FENCE FIRST
100LF
101-0000-42404
0
$55.58
$55.58
6/9/22
WEB12103
637584135
01
ECHECK
944325
ECON
WALL/FENCE FIRST
100LF PC
101-0000-42600
0
$69.47
$69.47
6/9/22
WEB12103
637584135
01
ECHECK
944325
ECON
Total Paid for BLOCK WALL 2021: $125.05 $125.05
BSAS 5B1473 FEE
101-0000-20306
0
$1.00
$1.00
6/9/22
WEB12103
637508i 135
ECHECK
944325
ECON
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00
BSA:
RECORDS
MANAGEMENT FEE
101-0000-42416
0
$11.00
$11.00
6/9/22
WEB12103
637584135
01
ECHECK
944325
ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE
502 0000 43611
I 0
$5.00
$5.00
6/9/22
WEB12103
01 637584135
ECHECK
944325
ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS: $142.05 $142.05
INSPECTIONS
PARENT PROJECTS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE I RETURNEDDATE
STATUS
REMARKS
NOTES
1ST BLDG NS -
ETRAKIT (1 DAY)
JULIO ANAYA
5/23/2022
6/8/2022
6/8/2022
APPROVED
BOND INFORMATION
Printed: Thursday, October 05, 2023 2:19:46 PM
2 of 3
CRWSYSTEMS
Permit Details
City of La Quinta
PERMIT NUMBER
BWFE2022-0262
ATTACHMENTS
Attachment Type I CREATED
OWNER DESCRIPTION PATHNAME
SUBDIR I ETRAKIT ENABLED
DOC
5/23/2022
Etrakit Contractor
SITE PLAN EIN-T-1 block wall.pdf
1
DOC
6/8/2022
JULIO ANAYA SITE PLAN(APPROVED)
BWFE2022-0262 - SITE
PLAN(APPROVED).pdf
1
Printed: Thursday, October 05, 2023 2:19:46 PM 3 of 3
CRWSYSTEMS
BWFE2022-0262
CI TY OF LA QU N TA
BULONGDVI3ON
REVI EYED FOR
CCM CCPRLI AV CE
BY: J.ANAYA 0610812022
ELYON/47LF OF 6' GARDEN WALLS AT NORTH PROPERTY
LINES. [CITY STANDARD] 2019 CALIFORNIA BUILDING CODES
heightfrom top
of footing
1
12"
Reverse
direction of
hook on every
other rebar
Required when
Adjacent to Property Line
#4 Horizontal rebar
(use bond beam block)
JJII=III
(FOOTING'WIDTH)
SEE TABLE "A"
(Shown at 6' Height)
6" or 8" block
#4 horizontal at 32" max. o.c.
(use bond beam block)
SEE TABLE "A"
— FOR REBAR SIZE
AND SPACING
(locate rebar in center of cell)
Table "a"
rah„
"w„
Vertical
reinforcement
3'
17"
#4@48"O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C.
6'
29"
#4 @ 24" O.C.
SEE TABLE "B"
FOR REBAR SIZE
AND SPACING
(locate rebar in center of cell)
Finish grade
continuous
(1) - #4 rebar
1111=1111-1
(2) - #4 rebar
continuous IIIIIIII
All footings adjacent to
slopes to be at least 5' to
daylight as shown below.
BOTTOM
OF
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 rebarlapsplicesto be 24" minimum.
7) all masonry unitsto 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.
11=1111�
"h„
heightfrom top
of footing
llll-
10" 12"
11
=1I11III
"w„
(FOOTING WIDTH)
SEE TABLE "B"
(Shown at 5' Height)
Table "b"
"h„
„w„
Vertical
reinforcement
3'
19"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6'
34"
#4 @ 24" O.C.
Checkwith the Building Department to
verify if a building permit is required.
When a permit is required, the following
inspections are required:
1) FOOTING; Excavation trench clean with
steel in place and supported 3" above and
away from the surrounding earth/dirt.
2) REBAR/PRE-GROUT; Bond beam rebar and
vertical rebar in place - inspection prior to
placing grout.
3) FINAL; After grout is placed - prior to any
decorative cap placement.
Western Riverside County Code Uniformity Program
(Pee,
'4 LIFL,RN14--
City of La Quinta
Building Department
Freestanding BlockWall
(760) 777-7125
FAX (760) 777-7011
78-495 Calle Tampico, La Quinta, CA92260
11/13/2014 I Design and Development
PAGE 10F2
REBAR PLACEMENT
ILLUSTRATION
(TYPICAL)
All rebar splices
24" min. overlap
P14;g4il
4111A1
44 147%/\ \
41141%
FOOTING OPTION A
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF) = 30
PASSIVE SOIL BEARING (PSF) =150
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) =1500
WIND =80MPH, EXPOSUREC
SEISMIC:
Na=1.3, Nv=1.6, Z=0.4, SOILPROFILE=Sd
FOOTING OPTION B
► (TYPICAL)
only cells and bond beam
courses with rebar to be
grouted
(do not solid grout entire wall - use
groutstop mesh as appropriate)
(TYPICAL)
All rebar shall have a
minimum of3" concrete
cover at footings
Western Riverside County Code Uniformity Program
- CALIFORNIA
City of La Quinta
Building Department
Freestanding BlockWall
(760) 777-7125
FAX (760) 777-7011
78-495 Calle Tampico, La Quinta, CA92260
11/13/2014 I Design and Development I PAGE2OF2
EISENHOWER DRIVE
N42°20'38"W
6'-0"
l=7
0
•o4
:4
34'-10" O44.
R=1950' L=116.26'
MAIN RESIAEN
R=1845' L=110.00'
REAR SETBACK LINE 20'-0"
_mom- RESIDENCE SETBACK LINE 20'-
FR_OIyT GARAGE SE`K LINE 25.-0"
j
THREE CAR
GARAGE
"-a
0
1
1
DESIGN
Design Development
77570 Springfield
Tel: 760.895.4331
Management
Ca. 92211
I
DAZI
BUILD Inc.
A Daz Arch Studio
Alberto Daza
. Planning. Construction
Ln, Suite L, Palm Desert,
E: info@dazdesignbuild.com
General
notes
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY
OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS.
2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY
TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND
TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL
REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL
STUDIES AND/OR PERMITS MAY BE REQUIRED.
3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY.
5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY
ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITES
BEFORE COMENCING WORK. HE AGREES TO BE FULLY RESPONSBILE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UTILITIES.
CONSTRUCTION HOURS:
OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5:00 PM
SUNDAY NOT ALLOWED
Government Code Holidays NOT ALLOWED
MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM
SATURDAY 8:00 AM TO 5:00 PM
SUNDAY NOT ALLOWED
Government Code Holidays NOT ALLOWED
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. THE CITY
OF LA QUINTA RESERVES THE RIGHT TO APPLY FURTHER TIME RESTRICTIONS AS NEEDED TO
WORK OCCURRING ON ARTERIAL AND COLLECTOR STREETS DURING HIGH TRAFFIC VOLUME HRS.
Code
Description:
2019 CALIFORNIA ADMINISTRATIVE CODE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA HISTORICAL BUILDING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA EXISTING BUILDING CODE
2019 CALIFORNIA GREEN CODE
2019 CALIFORNIA REFERENCED STANDARDS CODE
ALL CONSTRUCTION SHALL COMPLY W/ THE 2019 CALIFORNIA BUILDING, PLUMBING,
MECHANICAL,2019 ELECTRICAL, AND 2019 ENERGY CODES AND ALL OTHER LOCAL
CODES AND ORDINANCES" ALL CONSTRUCTION SHALL COMPLY WITH THE CITY
OF LA QUINTA BUILDING CODE"
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If any
specificationse
In the
before
TRACTOR
crepances
appear in the drawings,
GEoNmEiRAC.ONTRACTOR
to give such notice
THE GENERAL CON-
result of any errors, dis-
the same.
' Underground
TWO
`
Service Alert
s
DIG
'J
_Call: TOLL FREE
1-800
227-2600
WORKING DAYS BEFORE YOU
GENERAL SPECIFICATIONS:
ERRORS, DISCREPANCIES or OMISSIONS
odr eoihgenrecr oinnwarcndoumntserhoer
event that the GENERAL CONTRACTOR fails
construction and/or fabrication of the work,
WILL BE HELD RESPONSIBLE to the
or omissions and the cost of rectifying
PROJECT:
COSTUM RESIDENCE-2310
APN: 658310040
48800 Eisenhower Drive
La Quinta, Ca. 92253
INSTRUMENTS OF SERVICE
THESE DRAWINGS ARE IN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF DAZ DESIGN BUILD INC. THEY ARE NOT TO BE REPRODUCED OR
IN ANY WAY. NOR DESIGN
/REVISIONCLOSEDORASSIGNEDTOANYTHIRDPARTYWITHOUTTHEEXPRESS
ISSUEALTERED
DATE:NUMBOF
ER:
1 ST-08.04.20
1ST-08.04.20
10
2ND-11.04.20
2ND-11.04.20
0
3RD-OWNER REVISION -PARAPET ELEVATION
3RD-02.02.21
PROJECT NUMBER:
RES:2020-05
PLOT DATE:
11.04.20
DRAWN BY:
DAZ
SHEET
SITE
SCALE:
TITLE:
PLAN
TRUE NORTH
SHEET NO:
Al
1 /8"=1'-0"