BWFE2021-0226Description: HUGHES / 226LF GARDEN WALL AT EAST PROPERTY LINE
Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: FINALED
Applied: 8/6/2021 ECON
APPROVED
Approved: 8/16/2021 DCL
Parcel No: 777040014 Site Address: 80775 VISTA BONITA TRAIL LA QUINTA,CA 92253
Subdivision: TR 21176 Block: Lot: 14
Issued: 8/23/2021 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled: 9/24/2021 AMOR
Valuation: $7,500.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 226LF OF 6' GARDEN WALL AT EAST PROPERTY LINE [CITY SPECIFICATIONS]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES.
32
7 10
Applied to Approved
Approved to Issued
_j Issued to Finaled
Printed: Friday, May 19, 2023 9:12:09 AM 1 of 4
WSYSiEMS
ADDITIONAL
7CHRONOLOGY TYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
E-MAIL
DUANE CLAYTON
8/16/2021
8/16/2021
- INFORMED APPLICANT THAT PLAN REVIEW IS COMPLETE
AND APPROVED.
CONDITIONS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP PHONE FAX EMAIL
APPLICANT
J V MASONRY
65083 MARIO Cl
MECCA
CA
92254 (760)548-8227 J-VALDEZ@LIVE.COM
CONTRACTOR
J V MASONRY
65083 MARIO Cl
MECCA
CA
92254 (760)548-8227 J-VALDEZ@LIVE.COM
OWNER
Bruce & Lisa Hughes
80775 Vista Bonita Trail
La Quinta
CA
922533 (760)548-8227
Printed: Friday, May 19, 2023 9:12:09 AM 1 of 4
WSYSiEMS
Printed: Friday, May 19, 2023 9:12:09 AM 2 of 4
WSYSiEMS
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
WALL/FENCE - EA
101-0000-42404
0
$48.30
$48.30
8/23/21
WEB9094
041823
CREDIT
J V MASONRY
ECON
ADDITIONAL 50LF
WALL/FENCE - FIRST
101-0000-42404
0
$53.67
$53.67
8/23/21
WEB9094
041823
CREDIT
J V MASONRY
ECON
100LF
WALL/FENCE - FIRST
101-0000-42600
0
$67.08
$67.08
8/23/21
WEB9094
041823
CREDIT
J V MASONRY
ECON
100LF PC
Total Paid for BLOCK WALL 2019:
$169.05
$169.05
BSAS SB1473 FEE
101-0000-20306
1 0
$1.00
$1.00
8/23/21
WEB9094
041823
CREDIT
J V MASONRY
ECON
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00
$1.00
BSA:
RECORDS
101-0000-424160
$10.00
$10.00
8/23/21
WEB9094
041823
CREDIT
J V MASONRY
ECON
MANAGEMENT FEE
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
$10.00
TECHNOLOGY
502-0000-436110
$5.00
$5.00
8/23/21
WEB9094
041823
CREDIT
J V MASONRY
ECON
ENHANCEMENT FEE
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
$5.00
TOTALS:
$185.05
$185.05
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR
SCHEDULED COMPLETED
RESULT
REMARKS
NOTES
DATE
DATE
9/3/20215:15 AM J V MASONRY
Contact Name: J V MASONRY
FOOTINGS KKI
9/7/2021
9/7/2021
APPROVED
please dial
917
Site Address: 80775 VISTA BONITA TRAIL
Phone:7605488227
e -Mail: J-VALDEZ@LIVE.COM
Printed: Friday, May 19, 2023 9:12:09 AM 2 of 4
WSYSiEMS
BOND BEAM I KKI
FINAL" I AMOR
9/16/20215:42 AM J V MASONRY
please use #2424
if doesn"t work dial 917 or 020
Contact Name: J V MASONRY
9/17/2021 9/17/2021 APPROVED eTRAKiT Inspection Site Address: 80775 VISTA BONITA TRAIL
Request Phone:7605488227
e -Mail: J-VALDEZ@LIVE.COM
Rear wall
9/22/202110:20 PM J V MASONRY
please enter #2424 or dial 020 or 917
Contact Name: J V MASONRY
9/24/2021 9/24/2021 APPROVED eTRAKiT Inspection Request Site Address: 80775 VISTA BONITA TRAIL
Phone:7605488227
e -Mail: J-VALDEZ@LIVE.COM
Printed: Friday, May 19, 2023 9:12:09 AM 3 of 4
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REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE
RETURNED STATUS REMARKS
DATE
NOTES
1ST BLDG NS - DUANE 8/6/2021 8/9/2021
ETRAKIT (1 DAY) CLAYTON
8/16/2021 APPROVED
- SEE APPROVED SITE PLAN IN ATTACHMENTS.
Printed: Friday, May 19, 2023 9:12:09 AM 3 of 4
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ATTACHMENTS
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
8/16/2021
DUANE CLAYTON
GARDEN WALL - CITY
GARDEN WALL - CITY
1
STANDARD
STANDARD (2020).pdf
DOC
8/16/2021
DUANE CLAYTON
SITE PLAN (APPROVED)
BWFE2021-0226 - SITE
1
PLAN (APPROVED).pdf
Printed: Friday, May 19, 2023 9:12:09 AM 3 of 4
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Printed: Friday, May 19, 2023 9:12:09 AM 4 of 4
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ATTACHMENTS
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
IST SUBMITTAL -
Bruce and Lisa building
DOC
8/6/2021
EtrakitContractor
PERMIT APPLICATION
application -20210806-0
1
FORM
001.pdf
DOC
8/6/2021
EtrakitContractor
IST SUBMITTAL - SITE
Hughes Block wall site
1
PLAN
plan.pdf
Printed: Friday, May 19, 2023 9:12:09 AM 4 of 4
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Owner: Bruce & Lisa Hudges XHIBIT "B" - MAP
Address: 80-775 Vista Bonita Trail,
La Quinta, CA, 92253 LA NO. 2021 -
Phone # 949 910-8085
a
0 17°° Ooo
N 500 oo
cD
oo
Do
PARCEL B r,-
+3.18
±3.18 ACRES 1511 4 w
16 10'
APN• 777-040-016 r
226LF J
� W
7 �h o
7 6 0 / � oTT
oo�
DATA
TABLE
NO
BEARING/DELTA
LF ' Height using 6" x 8" x 11
RADIUS
LENGTH
1
10°53'32"
(10°53'23"
standard
(930.00')
--
176.80'
176.76')
2
21°29'18"
(21°29'33"
o
5
(930.00')
--
348.79'
348.86')
3
17°26'25"
(17°26'38"
F�
(930.00')
--
283.08'
283.14')
4
11°07'01"
(11°07'06"
(930.00')
--
180.45'
180.47')
5
04°48'43"
(04°49'09"
(930.00')
--
78.11'
78.22')
6
30°12'30"
TRACT N0. 21176 ¢ N MH 166/95-97
(930.00')
490.33'
7
19°50'14"
(930.00')
321.99'
8
N64°09'05"E
(NW 07'32"E
--
--
346.62'
346.50')(R)
9
N81°35'30"E
(N81°34'10"E
O]o
777-040-0141
--
--
230.12'(R)
229.98')(R)
10
N76°55'12"W
(N76°56'17"W
PROPERT
--
--
246.78'(R)
246.67')(R)
11
N65°01'45"E
--
286.39'
12
08°43'12"
LIN TY SPECIFICATIONS]. .m/�
930.00'
141.54'
13
08°43'13"
COVERED
930.00'
141.54'
200 100 0 200 400
LEGEND
NEW LOT LINE
CENTERLINE SCALE: 1 "=200'
EXISTING LOT LINE TO BE REMOVED
EXISTING LOT LINE TO REMAIN
RIGHT OF WAY
EXISTING EASEMENT LINE
(R) RADIAL
(�) INDICATES RECORD DATA
CALC'D CALCULATED FROM RECORD DATA
APN ASSESSOR'S PARCEL NUMBER
14 EXISTING LOT NO.
PARCEL A ADJUSTED LOT NO.
EASEMENT (FOR DESCRIPTION, SEE SHEET 1)
LOCATED IN POR. OF SEC. 4, T.6S., R.7E., S.B.M.
PV I AND
NER
* V LS No. 8508 ""/ *
52ND AVENUE
SHEET 2 OF 2 SHEETS I
Q INTERNATIONAL
75410 Gerald Ford Drive, Suite 100
TF OF C F� Palm Desert, CA 92211
phone:760-346-7481 www.mbakerinti.com
d perimeter block wall
257'
LF ' Height using 6" x 8" x 11
'
lus block with City
standard
detail option B.
W o s� , O>
S
o
5
2 ��8.,
F�
N
12 6-- ° o 9
TRACT N0. 21176 ¢ N MH 166/95-97
O ^�
��ocD
F A
-PARCEL
BWFE2021
Z±3.05 ACRES
0226 - 80775 VISTA BONITA TRAIL
o O 14
O]o
777-040-0141
HUGHES /
26LF GARDEN W�LL AT EAST CDAPN
PROPERT
LINE N o
�� 6
��n
226LF OF 6
ARDEN WALL AT EAST
�C���
PROPERT
LIN TY SPECIFICATIONS]. .m/�
w
PRECISION
CONCRE CK SHALL BE
COVERED
WITH STUCCO, PA R J
TEXTURE
COATING WHERE VISIBL M o
OUTSIDE
E PROPERTY. 2019 CALIFO I O
�0 6
z o
BUILDING
ODES.
13
0
10
200 100 0 200 400
LEGEND
NEW LOT LINE
CENTERLINE SCALE: 1 "=200'
EXISTING LOT LINE TO BE REMOVED
EXISTING LOT LINE TO REMAIN
RIGHT OF WAY
EXISTING EASEMENT LINE
(R) RADIAL
(�) INDICATES RECORD DATA
CALC'D CALCULATED FROM RECORD DATA
APN ASSESSOR'S PARCEL NUMBER
14 EXISTING LOT NO.
PARCEL A ADJUSTED LOT NO.
EASEMENT (FOR DESCRIPTION, SEE SHEET 1)
LOCATED IN POR. OF SEC. 4, T.6S., R.7E., S.B.M.
PV I AND
NER
* V LS No. 8508 ""/ *
52ND AVENUE
SHEET 2 OF 2 SHEETS I
Q INTERNATIONAL
75410 Gerald Ford Drive, Suite 100
TF OF C F� Palm Desert, CA 92211
phone:760-346-7481 www.mbakerinti.com
EXHIBIT "C" - SITE PLAN
LLA NO. 2021-
NOT FOR RECORDATION
CD 17
N
,r
w
U � s
z
it 4
\ 7
1,?ACT N0, Z- 776
16
0
0
00
Ln
ooCD
0
DATA TABLE
04°48'43"
(930.00')
NO
BEARING/DELTA
RADIUS
LENGTH
1
10°53'32"
(930.00')
176.80'
(04°49'09"
(10°53'23"
--
176.76')
2
21°29'18"
(930.00')
348.79'
30°12'30"
(930.00')
(21°29'33"
--
348.86')
3
17°26'25"
(930.00')
7
283.08'
(930.00')
321.99L�j'
(17°26'38"
--
283.14')
r-
4
11°07'01"
(930.00')
180.45'
(11°07'06"
--
1
180.47')
1,?ACT N0, Z- 776
16
0
0
00
Ln
ooCD
0
5
04°48'43"
(930.00')
78.11'
�I
(04°49'09"
--
78.22')
6
30°12'30"
(930.00')
490.33'
7
19°50'14
(930.00')
321.99L�j'
r-
8
N64°09'05"E
346.62'
1
(N64°07'32"E
--
346.50')(R)
w
9
N81'3 30"E
--
230.12'(R)
(N81'34 10"E
--
229.98'(R)
10
N76°55'12"W
--
246.78'(R)
13
z
0
(N76°56'17"W
—
246.67')(R)
�6 ,
200 100 0
200
400
LEGEND
NEW LOT LINE
SCALE:
1"=200'
52ND AVENUE
CENTERLINE
-
EXISTING LOT LINE TO BE REMOVED
EXISTING LOT LINE TO REMAIN
I AND
RIGHT OF WAY
SFV
EXISTING EASEMENT LINE
��� SER f�
SHEET 1 OF 1 SHEET
(R) RADIAL
H INDICATES RECORD DATA
o
CALC'D CALCULATED FROM RECORD DATA
Michael Baker
APN ASSESSOR'S PARCEL NUMBER
,t LS No.
8508
14 EXISTING LOT NO.
LOT A ADJUSTED LOT NO.
I NTERNATIONAL
EASEMENT (FOR DESCRIPTION, SEE SHEET 1)
75410 Gerald Ford Drive, Suite 100
OF
CFL
Palm Desert,92211
LOCATED IN POR. OF SEC. 4, T . 6S . , R . 7E . , S . B . M .
phone: 760-346-7481 www.mbakerinti.com
"h„
heightfromtop
of footing
Reverse —
direction of
hookon every
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"
(Shown at 6' Height)
NOTES:
"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=
=_1111 (2) - #4 rebar
1111= continuous 1111=
=_1111
=1111
All footings adjacent to
slopes to be at least 5' to
daylight as shown below.
BOTTOMOF
AF
.—K_ 5'MIN.
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 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.
10" 12"
=1111=III
W„
(FOOTING WIDTH)
SEE TABLE "B"
(Shown at 5' Height)
Table "a"
Vertical
reinforcement
3'
17"
#4 (9 48" O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C.
6' 1
29"
#4 (9 24" O.C.
NOTES:
"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=
=_1111 (2) - #4 rebar
1111= continuous 1111=
=_1111
=1111
All footings adjacent to
slopes to be at least 5' to
daylight as shown below.
BOTTOMOF
AF
.—K_ 5'MIN.
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 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.
10" 12"
=1111=III
W„
(FOOTING WIDTH)
SEE TABLE "B"
(Shown at 5' Height)
Checkwiththe Building Departmentto
verify if a building permit is required.
When a permit is required, the following
inspectionsare 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.
Table "b"
Vertical
reinforcement
3'
19"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6' 1
34"
#4 @ 24" O.C.
Checkwiththe Building Departmentto
verify if a building permit is required.
When a permit is required, the following
inspectionsare 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.
REBAR PLACEMENT
ILLUSTRATION
-0- (TYPICAL) -A--
All
All rebar splices
24" min. overlap
0
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, SOILPROFILE=Sd
0 (TYPICAL)
only cells and bond beam
courses with rebar to be
grouted
(do not solid grout entire wall - use
grout stop 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
�- Buildina De artment
—CALIFORNIA- Freestanding Block Wall
(760) 777-7125 78-495 Calle Tampico, La Quinta, CA 92260
FAX (760) 777-7011 11/13/2014 Design and Development PAGE20F2
Contractor Name: V KA PLS 0 Ji 12 Y
PERMIT #
PLAN LOCATION:
Project Address: r�
1 e"Qj Description: Poral, Remor#el,►dd't, Effect, Plumb, Mech
APN th
Telephone: _–( _
Patio/Porch SF
Email: ! Ute
Applicant Name:
State Lic: C 1 I City Bus Lic: ' �-'
A ]dress: 6S70S Ii/1 cr iri �. i Y
State Lie: City Bus Lie:
City, ST, Zip: - . C( 0,44
'Ielephone= ; `7r –
Email:-�
—V, (CL Ztc.S , 1, C C i - 4 1
k'atuatiun of Project $ ZJ
T
Contractor Name: V KA PLS 0 Ji 12 Y
New SFD Construction:
Address: 6S C�' AAarE L ► r
Conditioned Space SF
City, St, Zip ��� L �.. r
Garage SF
Telephone: _–( _
Patio/Porch SF
Email: ! Ute
Fire Sprinklers SF
State Lic: C 1 I City Bus Lic: ' �-'
Arch[Eng Name:
Construction Type:, Occupancy:
Address:
Grading:
City, St, Zip
Construction Type: Occupancy:
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lie: City Bus Lie:
Property Owner's Name:
New Commercial 1 Tenant Improvements:
Address: L� W� ��� rig
Total Building SF
City, ST, Zip vjEt G .j. Z
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLS TAMPICO
LA QUI NTA, CA 92753
760-777-7000