BWFE2022-0210Description: JACKSONHOMES / POOL AND SPA AT FRONT YARD
Type: POOL CONSTRUCTION Subtype: PRIVATE Status: ISSUED
Applied: 4/13/2022 EPRS
(WEB)
Approved: 5/12/2022 JAN
Parcel No: 773114009 Site Address: 51655 AVENIDA DIAZ LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 24 Lot: 2
Issued: 5/22/2022 TSA
UNIT 2
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $30,000.00 Occupancy Type: Construction Type:
Expired: 3/19/2023 BBL
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: MCMANUS / POOL AND SPA AT FRONT YARD. 74LF OF 6' GARDEN WALL AT NORTHEAST AND SOUTH P/L [CITY STANDARDS]. TWO
DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. PLEASE PROVIDE WET
STAMPED POOL ENGINEERING SHEET ON SITE FOR INSPECTION FIELD VERIFY. NEW EQUIPMENT MUST BE LOCATED IN AN
APPROVED LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM FROM THE SIDE P/L--FIELD VERIFY. 2019
CALIFORNIA BUILDING CODE.
10
29 �& t#_)f
Applied to Approved
Approved to Issued
Printed: Monday, April 03, 2023 8:37:26 AM 1 of 8
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CHRONOLOGY
CHRONOLOGY TYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
PERMIT RECORD LINKED TO THE INCORRECT ADDRESS
GEORECORD, ADDRESS WAS UPDATED MANUALLY VS
LOCATION TRANSFER
AJ ORTEGA
3/13/2023
3/13/2023
LINKING IT TO THE CORRECT ADDRESS GEORECORD,
UPDATED FROM 52620 AVENIDA RAMIREZ TO 51655
AVENIDA DIAZ PER APPROVED PLAN.
CONDITIONS
NAME TYPE
NAME
ADDRESSI
CITY STATE
ZIP PHONE FAX EMAIL
APPLICANT
juan soto
81351 ave 46 spc # 37
indio CA
92201 innovationpoolspas@g
mail.com
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FINANCIAL
INFORMATION
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
EMAIL
CONTRACTOR
JS INNOVATION POOL AND SPAS INC
81351 AVE 46 SPC #37
INDIO
CA
92201
RECEIPT #
CHECK #
INNOVATIONPOOLSPA
S@GMAIL.COM
OWNER
JACKSONHOMES
4990 VIA CAMPECHE
RIVERSIDE
CA
92507
Jacksonhomeslicl@gm
ail.com
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FINANCIAL
INFORMATION
CLTD
DESCRIPTION ACCOUNT QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
BSAS SB1473 FEE 101-0000-20306 0
$2.00
$2.00
5/22/22
WEB11851
6372200184
CREDIT
juan soto
EPRS
Total Paid for BUILDING STANDARDS ADMINISTRATION
$2.00
$2.00
BSA:
DETACHED SPA/WATER
637290184
101-0000-42404
0
$208.41
$208.41
5/22/22
WEB11851
CREDIT
juan soto
EPRS
FEATURE/OTHER
20
SWIMMING
POOL/SPA/WATER
101-0000-42404
0
$208.41
$208.41
5/22/22
WEB11851
637290184
CREDIT
juan soto
EPRS
20
FEATURE
SWIMMING
POOL/SPA/WATER
101-0000-42600
0
$113.38
$113.38
5/22/22
WEB11851
637290184
CREDIT
juan soto
EPRS
20
FEATURE PC
Total Paid for POOL / SPA 2021:
$530.20
$530.20
RECORDS
101-0000-424160
$11.00
$11.00
5/22/22
WEB11851
637290184
CREDIT
Juan Soto
EPRS
MANAGEMENT FEE
20
Total Paid for RECORDS MANAGEMENT FEE:
$11.00
$11.00
TECHNOLOGY
502-0000-436110
$5.00
$5.00
5/22/22
WEB11851
637290184
CREDIT
juan Soto
EPRS
ENHANCEMENT FEE
20
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
$5.00
TOTALS:4:
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SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
COMPLETED
RESULT
REMARKS
DATE
DATE
6/7/2022 10:52 AM juan soto
Contact Name: juan soto
Site Address: 51655 AVENIDA DIAZ
Phone:7602758957
e -Mail: innovationpoolspas@gmail.com
PRE-GUNITE
BBL
6/8/2022
6/8/2022
APPROVED
eTRAKiT Inspection
Request
Pre-Gunite is approved, OK to
continue.Plumbing is under test and
approved at pool only.Electrical conduit is
approved at pool only.Bonding and
attachments were noted at time of
inspection and approved.
6/7/2022 10:52 AM juan soto
Contact Name: juan soto
Site Address: 51655 AVENIDA DIAZ
FOOTINGS
BBL
6/8/2022
6/8/2022
NOT READY
eTRAKiT Inspection
phone: 7602758957
Request
a -Mail: innovationpoolspas@gmail.com
At time of inspection excavation for walls
has not started, no inspections or approvals.
6/7/2022 10:52 AM juan soto
Contact Name: juan soto
Site Address: 51655 AVENIDA DIAZ
eTRAKiT Inspection
Phone: 7602758957
BOND BEAM
BBL
6/8/2022
6/8/2022
NOT READY
Request
a -Mail: innovationpoolspas@gmail.com
No wall construction has been started at
time of inspection, no approvals or
inspections.
UNDERGROUND PLBG
BBL
6/8/2022
6/8/2022
APPROVED
Plumbing is under test and approved at pool
only.
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Electrical conduit is approved at pool only.
UNDERGROUND ELEC
BBL
6/8/2022
6/8/2022
APPROVED
Bonding and attachments were noted at
time of inspection and approved.
Underground electrical to equipment does
UNDERGROUND ELEC
BBL
6/27/2022
6/27/2022
DISAPPROVE
not appear to be 18 inches below grade.
D
Along area between properties. Please
contact Bob Bland (760) 777-7002 to discuss.
6/24/2022 11:07 AM juan soto
Contact Name: juan soto
Site Address: 51655 AVENIDA DIAZ
Phone:7602758957
e -Mail: innovationpoolspas@gmail.com
UNDERGROUND GAS
BBL
6/27/2022
6/27/2022
DISAPPROVE
eTRAKiT Inspection
D
Request
Minimum buried depth of plastic gas pipe is
18 inches. Based on measurements at the
site, it does not appear to be 18 inches
below grade. Along area between
properties. Please contact Bob Bland (760)
777-7002 to discuss.
6/24/2022 11:08 AM juan soto
Contact Name: juan soto
Site Address: 51655 AVENIDA DIAZ
Phone:7602758957
DECK BOND
BBL
6/27/2022
6/27/2022
DISAPPROVE
eTRAKiT Inspection
a -Mail: innovationpoolspas@gmail.com
D
Request
Ensure deck bond wire extends 3 feet
horizontally beyond the inside wall of the
pool.Bond wire is not completely attached at
this time, open splices.
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6/24/2022 11:08 AM juan soto
Contact Name: juan soto
eTRAKiT Inspection
Site Address: 51655 AVENIDA DIAZ
UNDERGROUND PLBG
BBL
6/27/2022
6/27/2022
APPROVED
Request
Phone:7602758957
e -Mail: innovationpoolspas@gmail.com
Under test and approved.
UNDERGROUND ELEC
BBL
6/29/2022
6/29/2022
CANCELED
6/30/2022 5:38 PM JS INNOVATION POOL
AND SPAS INC
Contact Name: JS INNOVATION POOL AND
SPAS INC
Site Address: 51655 AVENIDA DIAZ
eTRAKiT Inspection
Phone: 7608639981
DECK BOND
BBL
7/5/2022
7/5/2022
APPROVED
Request
a -Mail:
INNOVATIONPOOLSPAS@GMAIL.COM
Deck bond is approved. As explained and
discussed on site with contractor, steel
within the pool proximity for the new
retaining walls will also have to be bonded.
6/30/2022 5:37 PM JS INNOVATION POOL
AND SPAS INC
Contact Name: JS INNOVATION POOL AND
SPAS INC
eTRAKiT Inspection
Site Address: 51655 AVENIDA DIAZ
UNDERGROUND GAS
BBL
7/5/2022
7/5/2022
APPROVED
Request
Phone:7608639981
e -Mail:
INNOVATIONPOOLSPAS@GMAIL.COM
Underground gas is approved from pool
heater location to gas meter.
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6/30/2022 5:37 PM JS INNOVATION POOL
AND SPAS INC
Contact Name: JS INNOVATION POOL AND
SPAS INC
PARTIALLY
eTRAKiT Inspection
Site Address: 51655 AVENIDA DIAZ
UNDERGROUND ELEC
BBL
7/5/2022
7/5/2022
APPROVED
Request
Phone:7608639981
e -Mail:
INNOVATIONPOOLSPAS@GMAIL.COM
Underground electrical conduit from pool to
equipment to meter location approved.
9/13/2022 4:02 PM JS INNOVATION POOL
AND SPAS INC
Contact Name: JS INNOVATION POOL AND
SPAS INC
Site Address: 51655 AVENIDA DIAZ
Phone:7608639981
e -Mail:
PRE -PLASTER
BBL
9/15/2022
9/15/2022
DISAPPROVE
eTRAKiT Inspection
INNOVATIONPOOLSPAS@GMAIL.COM
D
Request
All gates that have access to the pool must
open outward, 60 inches tall, gate latch at 60
inches, self closing, south latching,
maximum of 2 inches from the bottom of
the gate to grade.All doors that have access
to the pool must have a door pool safety
alarm on each door.
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PRE -PLASTER
BBL
9/20/2022 1
9/20/2022 1
APPROVED
eTRAKiT Inspection
Request
9/19/2022 11:48 AM JS INNOVATION POOL
AND SPAS INC
Contact Name: JS INNOVATION POOL AND
SPAS INC
Site Address: 51655 AVENIDA DIAZ
Phone:7608639981
e -Mail:
INNOVATIONPOOLSPAS@GMAIL.COM
Pre -plaster is approved.
BOND INFORMATION
REVIEWS
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
RETURNED
DATE
STATUS
REMARKS
NOTES
15T BLDG NS (1
JULIO ANAYA
4/13/2022
4/14/2022
4/29/2022
REVISIONS REQUIRED
DAY)
DOC
4/13/2022
Etrakit Public
2ND BLDG NS —
JULIO ANAYA
5/10/2022
5/11/2022
5/12/2022
APPROVED
Registration
(FOR REFERENCE ONLY)
ETRAKIT (1 DAY)
DOC
5/9/2022
Etrakit Public
2nd SUBMITTAL SITE
diaz plan.pdf
BOND INFORMATION
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
4/13/2022
Etrakit Public
POOL AND SPA DESIGN
D00016 (1).pdf
1
Registration
DOC
4/13/2022
Etrakit Public
POOL ENGINEERING
HPSCANNER0152.pdf
1
Registration
(FOR REFERENCE ONLY)
DOC
5/9/2022
Etrakit Public
2nd SUBMITTAL SITE
diaz plan.pdf
1
Registration
PLAN
BPOL2022-0147 - 1ST
DOC
4/29/2022
JULIO ANAYA
1ST REVIEW REDLINE
REVIEW REDLINE SITE
1
SITE PLAN
PLAN.pdf
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ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR
ETRAKIT ENABLED
DOC 5/12/2022 JULIO ANAYA SITE PLAN (APPROVED) BPOL2022-0147 - SITE
1
PLAN (APPROVED).pdf
Printed: Monday, April 03, 2023 8:37:26 AM 8 of 8
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------------------ P/L-------------------------------------
P/L
BWFE2022-0210
C3 N CF LACU N TA
BU LEI NGONASCN
REM EYED FOR
Caf carni M CE
J.ANAYA -: 06/08/2022
HEROLD/83 LF OF 6' GARDEN WALL AT
NORTHEAST AND SOUTH PROPERTY
P/L ! LINES.[CITY STANDARDS]2019 CALIFORNIA
BUILDING CODES.
L6 C 1L-
Lk-� r > L C
BJ( Lb
r l4 1 6=1
Hi
north
"h„
heightfrom top
of footing
12"
Reverse —
direction of
hookonevery
other rebar
Required when
Adjacent to Property Line
#4 Horizontal rebar
(use bond beam block)
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)
� =1111=1111
«w„
(FOOTING WIDTH)
SEE TABLE "A"
NOTFS-
"h„
heightfrom top
of footing
SEE TABLE "B"
FOR REBAR SIZE —
AND SPACING
(locate rebar in center of cell)
Finish grade
(1) - #4 rebar
continuous 1111=
1=_1111 (2) - #4 rebar
1111= continuous 1111=
=1111
=1111
All footings adjacent to
slopes to be at least 5'to
daylight as shown below.
s�o4;1
BOTTOM A�91
OF 5'MIN.
FOOTING
Checkwith the Building Departmentto
verify if a building permit is required.
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 Onlythe 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 splicesto be 24" minimum.
7)all masonry unitstobeastmC-90gradeN.
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.
16,12"
1111_111
w„
(FOOTING WIDTH)
SEE TABLE "B"
Table "a"
�,h„
«W„
Vertical
reinforcement
3'
17"
#4 @ 48" O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C.
6'
29"
1 #4 @ 24" O.C.
NOTFS-
"h„
heightfrom top
of footing
SEE TABLE "B"
FOR REBAR SIZE —
AND SPACING
(locate rebar in center of cell)
Finish grade
(1) - #4 rebar
continuous 1111=
1=_1111 (2) - #4 rebar
1111= continuous 1111=
=1111
=1111
All footings adjacent to
slopes to be at least 5'to
daylight as shown below.
s�o4;1
BOTTOM A�91
OF 5'MIN.
FOOTING
Checkwith the Building Departmentto
verify if a building permit is required.
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 Onlythe 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 splicesto be 24" minimum.
7)all masonry unitstobeastmC-90gradeN.
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.
16,12"
1111_111
w„
(FOOTING WIDTH)
SEE TABLE "B"
When a permit is required, the following
inspectionsarerequired:
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.
Table "b"
«h„
61
Vertical
reinforcement
3'
19"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6' 1
34"
1 #4 @ 24" O.C.
When a permit is required, the following
inspectionsarerequired:
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.
REBAR PLACEMENT
ILLUSTRATION
� (TYPICAL) -0--
All
All rebar splices
24" min. overlap
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 = 80 MPH, EXPOSURE C
SEISMIC:
Na=1.3, Nv=1.6,Z=0.4,SOIL PROFILE=Sd
0- (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
City of La Quinta
Building Department
—CALSFORMAF Freestanding Block Wall
(760) 777-7125 78-495 Calle Tampico, La Quinta, CA 92260
FAX(760)777-7011 11/13/2014 Design and Development PAGF20F2
To whom it may concern my name is Randal Thomas Hochanadel, I am
the property owner 51645 Avenida Diaz la Quinta. I am writing this
letter to give permission to my neighbor Justin Jackson at 51655
Avandia Diaz La Quinta to have the footing of their new wall on my side
of the property.
Thanks
Randal Thomas Hochanade 7-8-2022
Justin Jackson 7-8-2022