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Required when
NILLIAM kAELINC
PO 50X 0010
RANCHO SANTA FE CA 9206 1
8 8 3 2 ��
SITE ADDRESS
1
Adjacent to Property Line
I
#4 Horizontal rebar
y
(use bond beam block)
€'
6" block
53045 I-EUMBOLDT BLVD
LEGAL DESCRIPTION
orb" ►
heightfrom top
v is
#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.
FOR REBAR SIZE FOR REBAR SIZE
AND SPACING AND SPACING•�-
(locate rebar in center of cell) (locate rebar in center of cell)
Finish
971
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SETBACKS
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grade
(1) - #4 rebar
972
TRANSITION
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FRONT 30 REFER TO PLAN
'
REAR �� REFER TO PLAN
SIDE 1�✓ REFER TO PLAN
CITY OF LA QUINTA
direction of
"w"
„w„
AREA
hookonevery
other rebar
(Shown
,(FOOTING WIDTH)
SEE TABLE "A"
at 6' Height)
All footings adjacent to
(FOOTING WIDTH)
SEE TABLE
(Shown
"B"
at 5' Height)
- - _ - -----_--_-_--------- ------I
-- I
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NATURAL
AREA
_
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_____-_--_-------
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slopes to be atleast5'to
dayrghtasshown below.
Table
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b
fa„
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W
Vertical
reinforcement
■
if„
h
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w
Vertical
reinforcement
C E
FRONT 25' SIDE LOAD GARAGE
FRONT 30' FRONT LOAD GARAGE
REAR 25'
SIDE 5'+1' FOR EVERT FOOT OVER 1�'
/ ::
(ri.
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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29"
#4 @ 48„ O°C.
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#4 @ 24 O.C.
OF
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6
34
#4 @ 24 O°C°
NOTES:
FOOTING
Checkwith the
Building
Departmentto
_ —
_-
--
I
1)this design does not
differentials
verify if a building
permit
is required.
allow grade
more than 6" on opposing sides
not a retaining wall.
of the wall. This
of
is When a permit
inspections
is required,
the following
are required:
WALL AREA 1 I
/
,(�
6' I'`IALL(12" BLOCK) X 06 LF = 516 sf
5' NALL(12" BLOCK) X 93 LF = 465 sf
4' NALL(12" BLOCK) X 51 LF = 204 sf
3' NALL(12" BLOCK) X 16 LF = 40 sf
,
S W 4LL(S„ BLOCK) X 210 LF = 1050 s f
(o' WALL 1 (S" BLOCK) X 446 LF = 2616 sf
TOTAL = 4959 sf
BWFE2022-0040
-
--I
LLLLL
1
2)fence heights are regulated -
consult zoning
1) FOOTING; Excavation
trench clean with
1
regulations before beginning
9 9° 9
3) no watercourse or natural drainage
obstructed.
construction,
shall be
steel in lace and
p
away from the
2) REBAR/PRE-GROUT;
supported
pported3"aboveand
surrounding
earth/dirt.
Bond beam rebar and
r-f--
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AFIRE HOSE
PULL 284'10
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 rebarlapsplicestobe24"minimum.
7) all masonry unitsto be astm C-90
8) rebar to be centered in masonry
grade N.
cells.
decorativecapplacement.
1
/�
/ EQUI' 3
-
- -
-
-
-
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1
Western Riverside County Code
Uniformity
Program
❑
PROPOSED
1
77
*SEE PAGE 2 FOR ADDITIONAL INFORMATION*
DISCLAIMER:
a
City
Building
of
La Qu i nta
Department
RESIDENCE
FIRE HOSE
--
PULL
U 300'
Illi-
(N.A.P.)
Alternate designs may be
when provided with an engineered
possible
�r�
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Freestanding
BlockWall
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analysis. Use of this standard
is at the user's risk and carries
design
no
CI lY OF LAQU N TA
13U LO N GO VI 9 ON
REVI EVED FOR
COLS CORFU AV CE
J.ANAYA 03/16/2022
5' SCREEN 1
I
WALL Q❑LI�
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Z
❑
implied or inferred guarantee
failure defects.
against
(760) 777-7125
78-495 Calle
Tampico,
La Quinta, CA92260
! AN
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.
or
FAX (760) 777-7011
11l13l2014
I
Design and
Development
PAGE 1 OF2
in
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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 �' r-------
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courses eba o be
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15'
Ll_
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- t #1 f
❑Pease refer to the S eci fi c Flan 99 035 Amendment. o
p Pa m r
The Madison Club, which son file with the City of La Quint& as
y
there may be restrictions imposed that are greater than those
listed n the Madison Club Design n Guidelines. In an Instance
gy
where the Specific 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 i s not
presented as a Variance request and the committee
inadvertently overlooks it during the review process t will be
the design team's responsibility to make modifi cati ors 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 Swale
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) design and
location S required for all homes. p g
❑ 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-
POOL
IIIIIIIIIIIII■
o
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-5' WALL- ADDRESS
5' WALL
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(do not solid grout entire wall -use
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��
groutstopmeshasappropriate)
� *�.
Waft
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FOOTING OPTION A
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-
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pi
:
LF196.36'
.. f.
q71
T (TYPICAL)mimeo�®
�i,
f All rebar shall have a
- _
>` - _ - _
HUMBOLDT BLVD.
- _
- -
- _
- - -
ini.#Ax
-
minimumof3"concrete
• `♦
cover at footings
DESIGN PARAMETERS:
Western Riverside County Code Uniformity Program
ACTIVE SOIL PRESSURE (PSF) =30
PASSIVE SOIL BEARING (PSF) =150
COEFFICIENT OF FRICTION = 0.25
-
City of La Qu i nta
Building Department
ALLOWABLE SOIL BEARING (PSF) =1500
WIND =80 MPH, EXPOSURE C
SEISMIC:
Na=1.3,Nv=1.6,Z=0.4,SOILPROFILE=Sd
—cAn FoRNti--
Freestanding BlockWall
(760) 777-7125
78-495 Calle Tampico, La Quints, CA 92260
FAX (760)777-7011
11/13/2014
I Design and Development
PAGE20F2
0 10' 20'
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2282 VIA CASCABEL
ESCONDIDO, CA 92027
(760) 432-0348
4
V
4,0
3
0
J
REVISIONS
A
PROJECT NO.
1920
PLOT DATE
3/4/2022
SHEET TITLE
SITE
PLAN
SHEET NO.