BWFE2022-0040Permit Details
PERMIT NUMBER
City of La Quinta BWFE2022-0040
Description: HAELING/902LF OF GARDEN WALLS AT P/L
Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: FINALED
APPROVED
Applied: 2/7/2022 EPRS
Approved: 3/16/2022 JAN
Issued: 4/21/2022 AOR
Finaled: 6/23/2022 DCL
Expired:
Parcel No: 767700026 Site Address: 53845 HUMBOLDT BLVD LA QUINTA,CA 92253
Subdivision: TR 33076-2 Block: Lot: 74
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Valuation: $250,000.00 Occupancy Type: Construction Type:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: HAELING/ 532LF OF 6' GARDEN WALL AND 303LF OF 5' GARDEN WALL AT NORTH, EAST AND SOUTH PROPERTY LINES, AND 67LF OF
4' GARDEN WALL EAST FRONT YARD [CITY STANDARD] 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.
Process Summary
136
63
-37
Applied to Approved
Approved to Issued
Issued to Finaled
ADDITIONAL SITES
CHRONOLOGY
CHRONOLOGY TYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
E-MAIL
JULIO ANAYA
3/4/2022
3/4/2022
INFORMED APPLICANT THE SUBMITTAL IS INCOMPLETE, SITE
PLAN REQUIRED FOR PLAN REVIEW
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESS1
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
Karl Voigtlander
karlwv@gmail.com
CONTRACTOR
HAELING HOMES
PO BOX 0070
RANCHO SANTA
FE
CA
92067
(
BHAELING@GMAIL.CO
M
Printed: Thursday, July 27, 2023 3:42:29 PM
1 of 5
CRWSYSTEMS
Permit Details
City of La Quinta
Ail
PERMIT NUMBER
litiBWFE2022-0040 AI
FINANCIAL
INFORMATION
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
BY
RE -INSPECTION FEE
101-0000-42400
0
$83.37
$83.37
6/22/22
WEB12264
6377892 824
ECHECK
1045528
ECON
Total Paid for ADMINISTRATIVE: $83.37 $83.37
WALL/FENCE EA
ADDITIONAL 50LF
101-0000-42404
0
$283.39
$283.39
4/21/22
WEB11516
636735706
84
CREDIT
1045528
ECON
WALL/FENCE FIRST
100LF
101-0000-42404
0
$55.58
$55.58
4/21/22
WEB11516
636735706
84
CREDIT
1045528
ECON
WALL/FENCE FIRST
100LF PC
101-0000-42600
0
$69.47
$69.47
4/21/22
WEB11516
636735706
84
CREDIT
1045528
ECON
Total Paid for BLOCK WALL 2021: $408.44 $408.44
BSAS 5B1473 FEE
101-0000-20306
0
$10.00
$10.00
4/21/22
WEB11516
636783� 706
CREDIT
1045528
ECON
Total Paid for BUILDING STANDARDS ADMINISTRATION
BSA: $10.00 $10.00
RECORDS
MANAGEMENT FEE
101-0000-42416
0
$11.00
$11.00
4/21/22
WEB11516
636735706
84
CREDIT
1045528
ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE
502-0000-43611
0
$5.00
$5.00
4/21/22
WEB11516
636735706
84
CREDIT
1045528
ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:
$517.81 $517.81
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
Printed: Thursday, July 27, 2023 3:42:29 PM
2 of 5
CRWSYSTEMS
Permit Details
City of La Quinta
PERMIT NUMBER
BWFE2022-0040
FOOTINGS
DCL
4/25/2022
4/25/2022
PARTIALLY
APPROVED
eTRAKiT Inspection
Request
4/21/2022 4:27 PM HAELING HOMES
Contact Name: HAELING HOMES
Site Address: 53845 HUMBOLDT BLVD
Phone: 8583421407
e-Mail: BHAELING@GMAIL.COM
- EXCLUDES NORTH PL WALL.
COMBINATION DETAIL REQUIRED AT NORTH
PROPERTY LINE.
FOOTINGS
BLD
4/28/2022
4/28/2022
APPROVED
eTRAKiT Inspection
Request
4/28/2022 8:41 AM HAELING HOMES
Contact Name: HAELING HOMES
Site Address: 53845 HUMBOLDT BLVD
Phone: 8583421407
e-Mail: BHAELING@GMAIL.COM
- NORTH PL WALL ONLY PER CITY
STANDARD COMBINATION WALL DETAIL.
FULL FOOTING APPROVAL.
FOOTINGS
DCL
5/16/2022
5/16/2022
PARTIALLY
APPROVED
eTRAKiT Inspection
Request
5/13/2022 11:13 AM HAELING HOMES
Contact Name: HAELING HOMES
Site Address: 53845 HUMBOLDT BLVD
Phone: 8583421407
e-Mail: BHAELING@GMAIL.COM
dcl changed Inspection Type from FOOTINGS
to BOND BEAM
- BOND BEAM FOR RETAINING AT NORTH
PL, GARDEN WALL TOP OUT AT SOUTH PL,
WITH TOP OUT AT SIDE YARD SCREEN
WALLS.
BOND BEAM
JAN
6/3/2022
6/3/2022
PARTIALLY
APPROVED
NORTH PL WALL TOP OUT BOND
INSPECTION SEE ATTACHMENTS
Printed: Thursday, July 27, 2023 3:42:29 PM
3 of 5
CRI f'SYSTEMS
Permit Details
City of La Quinta
FINAL**
JAN
6/3/2022
6/3/2022
NOT READY
eTRAKiT Inspection
Request
6/2/2022 5:56 AM HAELING HOMES
Contact Name: HAELING HOMES
Site Address: 53845 HUMBOLDT BLVD
Phone: 8583421407
e-Mail: BHAELING@GMAIL.COM
FINAL**
BBL
6/17/2022
6/17/2022
DISAPPROVE
D
eTRAKiT Inspection
Request
6/16/2022 6:59 AM HAELING HOMES
Contact Name: HAELING HOMES
Site Address: 53845 HUMBOLDT BLVD
Phone: 8583421407
e-Mail: BHAELING@GMAIL.COM
Unable to locate any required bond beam
inspections. Correct as required.
Walls appear to exceed lineal footage of
walls as listed on approved plans. Correct as
required.
Walls appear to exceed 6' height limit,
correct as required.
FINAL**
DCL
6/23/2022
6/23/2022
APPROVED
eTRAKiT Inspection
Request
6/22/2022 7:06 AM HAELING HOMES
Contact Name: HAELING HOMES
Site Address: 53845 HUMBOLDT BLVD
Phone: 8583421407
e-Mail: BHAELING@GMAIL.COM
- PREVIOUS CORRECTIONS NOT RESOLVED.
REINSPECTION FEE ASSESSED FOR RETURN
TRIP REQUIRED FOR INSPECTION.
- NO REINSPECTION FEE ASSESSED, NO
RETURN TRIP REQUIRED TO SITE. SEE
PERMIT NOTES FOR BOND BEAM
APPROVALS.
Printed: Thursday, July 27, 2023 3:42:29 PM
4 of 5
CRWSYSTE S
Permit Details
City of La Quinta
PERMIT NUMBER
BWFE2022-0040
PARENT PROJECTS
REVIEWS
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
RETURNED
DATE
STATUS
REMARKS
NOTES
1ST BLDG NS -
ETRAKIT (1 DAY)
JULIO ANAYA
2/7/2022
2/8/2022
3/4/2022
REVISIONS REQUIRED
-PROVIDE SITE PLAN FOR PLAN REVIEW
2ND BLDG NS —
ETRAKIT (1 DAY)
JULIO ANAYA
3/7/2022
3/8/2022
3/16/2022
APPROVED
ATTACHMENTS
Attachment Type I CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR I ETRAKIT ENABLED
DOC
3/4/2022
Etrakit Public
Registration
1ST SUBMITTAL SITE
PLAN
1920-flr-74-14site wall-
A4_1-SP.pdf
1
DOC
3/16/2022
JULIO ANAYA SITE PLAN (APPROVED)
BWFE2022-0040 - SITE
PLAN (APPROVED).pdf
1
Printed: Thursday, July 27, 2023 3:42:29 PM 5 of 5
CRWSYSTE S
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PO 50X 0010
RANCHO SANTA FE CA 9206 1
88 342 -1401
SITE ADDRESS
•
Adjacent to Property Line
#4 Horizontal rebar`
(use bond beam block)
6"or8"block
53845 I-IUMBOLDT BLVD
LEGAL DESCRIPTION
►
heightfrom top
#4 horizontal at 32" max. O.C.
heightfrom
top
of footing
(use bond beam block)
SEE TABLE "A" SEE TABLE "B"
of footing
PARCEL 2 TPM 30045
A.P. N.
I
FOR REBAR SIZE FOR REBAR SIZE
AND SPACING AND SPACING
•
(locaterebarincenterofcell) (locate rebar in center of cell)
Finish
971
119-440-026
SET5ACKS
- -
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•
grade
(1) - #4 rebar
972
♦
TRANSITION
-
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9
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III=IIII=IIII
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FRONT 30' REFER TO PLAN
REAR 40 REFER TO PLAN
SIDE 151 REFER TO PLAN
CITY OF LA QUINTA
direction of
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AREA — —
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91 s
hookonever
other rebar
(Shown
(FOOTING
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TABLE "A"
(FOOTING WIDTH)
SEE TABLE "B"
All footings adjacent to (Shown
at 5'
Height)
CD.
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NATURAL
AREA
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,t
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reinforcement
Vertical
FRONT 25' SIDE LOAD GARAGE
FRONT 30' FRONT LOAD GARAGE
REAR 25'
SIDE 5 +1' FOR EERY FOOT OVER 11
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.
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3'
17"
#4
@ 48" O.C.
3'
19"
#4
@ 48" O.C.
4'
20"
#4
@ 48" O.C.
?.
4'
22"
#4
@ 48" O.C.
5'
23"
#4
@ 48" O.C.
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5'
29"
#4
@ 48" O.C.
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6'
29"
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6'
34"
#4
@ 24" O.C.
NOTES:
FOOTING
5'Mw.
Checkwiththe
Building
Departmentto
-
---
1)this design does
not
allow grade
differentials of
verify if
a building
permit
is required.
f_l
WALL AREA I I
more than 6"
not a retaining
2)fence heights
on opposing
wall.
are regulated
sides
-
of the wall. This is
consult zoning
When a permit
inspectionsarerequired:
1) FOOTING;
Excavation
is required,
trench
the following
clean with
/
,(�
�)1
I
r
�' W4LL(12" BLOCKS X 86 LF = 516 sf
5' WALL(12" BLOCK) X 93 LF = 465 sf
4' W4LL(12" BLOCK) X Si LF = 204 sf
3' WALL(12 BLOCKS X 16 LF = 48 sf
, „
S W4LL(S BLOCK) X 210 LF = 1050 sf
6' NALL 12(S" BLOCK) X 446 LF = 2616 sf
TOTAL =4959 sf
BWFE2022-0040
-
LLLLLLLIk�
1
regulations
3) no water course
obstructed.
before
or
beginning
natural drainage
construction.
shall be
steelinplaceandsupported3"above
away from
2) REBAR/PRE-GROUT
the
surrounding
Bond
and
earth/dirt.
beam rebar and
-1
1
7
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PULL 284'
4) grout Only the
cells
containing
rebar. This wall
vertical
rebar
in place
- inspection
prior to
is not designed
for
all cells to
be grouted.
placing grout.
5)all rebar to be
astm
spec. A615,
grade 40 minimum.
3) FINAL; After
grout
is placed
-prior to any
6)all rebar lap splicesto
7) all masonryunitsto
8) rebar to be centered
be 24" minimum.
beastm C-90grade
in masonry
N.
cells.
decorative
cap
placement.
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pood
EQUIf 3
-
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-
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C
Western
Riverside County
Code
Uniformity
Program
*SEE PAGE 2 FOR
DISCLAIMER:
ADDITIONAL
INFORMATION*
&Kra
Building
City
of La
Department
Quinta
PROPOSED
RESIDENCE
❑
FIRE HOSE
--�
f
PULL 300'
1
(N.A.P.)
Alternate designs
when provided
with
may be
an engineered
possible
a
Freestanding
Block WalI/
1
analysis- Use
is at the user's
of this
risk
standard
and carries
design
no
CALIFORNIA
CI TY OF LAQU N TA
BU LCI N GLl VI 9 ON
REVI EVED FOR
COLS CORM AV CE
sr tom: 0311612022
J.ANAYA
5' SCREEN 1
WALL Q❑,LI.
®a
❑
I
implied or inferred
failure
guarantee
against
(760) 777-7125
78-495
Calle
Tampico,
La
Quinta, CA92260
N
AN
N
or defects.
FAX (760)
777-7011
11/13/2014
I
Design and
Development
PAGE OF
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HAELING/ 532LF OF 6' GARDEN WALL AND 303LF OF 5' GARDEN
WALL AT NORTH, EAST AND SOUTH PROPERTY LINES, AND
67LF OF 4' GARDEN WALL EAST FRONT YARD [CITY STANDARD]
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.
6' SCREEN �' I r- --L
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❑ Please refer to the Specific Plan 99-035, Amendment #1 for
The Madison Club which s on file with the City of La Quinta as
here may be restrictions imposed that are greater than those
listed n the Madison Club Design Guidelines. In any instance
where the S eci fi c Plan requirements are more restrictive, it
shall prevail.
❑ Any deviation from the Design Guidelines must be submitted
with a request for Variance. If a design element is not
resented as a Variance re nest and the committee
inadvertently overlooks it during the review process it will be
the design team's responsibility to make modifications at a
later date f requested by the DRC.
❑ Please do not locate driveways over the sewer connection. In
addition, the integrity Of the existing drainage and swa le
,
design must be maintained in order to meet the community's
existing drainage standards.
❑ Please note any potential solar usage in your design review
package for review and comment.
❑ A mailbox (or alternative mail receptacle) deli n and
p g
location is required for all homes.
❑ The trash area must be accessible by Burrtec and not located
behind a locked gate or door as walk-up waste removal is
provided.
— _
6' WALL,
Root
6
�'
5' WALL— ADDRESS
�j'
WALL
��=
41J
(do not solid grout entire wall - use
\
\
grout mesh as appropriate)
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WALL
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FOOTING OPTION A
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LF196.36'
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► TYPICAL
All rebar shall have a
_ _ ,
>` - _
HUMBOLDT BLVD.
II
•
minimum of3"concrete
• ss
cover at footings
- \
_ _
_
- —
DESIGN PARAMETERS:
Western Riverside County Code Uniformity Program
ACTIVE SOILPRESSURE(PSF) =30
PASSIVE SOILBEARING(PSF) =150
OF FRICTION = 0.25
tWatiorag
City of La C uinta
Buildin De artmentCOEFFICIENT
p
- - _
— - - —
ALLOWABLE SOIL BEARING (PSF) =1500(�(/
WIND =80 MPH, EXPOSURE C
Freestanding BlockWall
SEISMIC:
Na=1.3,Nv=1.6,Z=0.4,SOILPROFILE=Sd
—CALIFORNIA
(760) 777-7125
78-495 Calle Tampico, La Quinta, CA92260
FAX (760) 777-7011
11/13/2014
I Design and Development
PAGE2OF2
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(760) 432-0348
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REVISIONS
A
PROJECT NO.
1920
PLOT DATE
3/4/2022
SHEET TITLE
SITE
PLAN
SHEET NO.