BWFE2015-034478-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
T-4 4 4 Q91#&
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BWFE2015-0344
Property Address:
50225 WOODMERE '
APN:
776020022
Application Description:
HUBBARD / PROPERTY BLOCK WALLS
Property Zoning:
Application Valuation:
$20,000.00
Applicant:
PALM SPRINGS MODERN CONSTRUCTION
P 0 BOX 1587
PALM SPRINGS, CA 92263
LICENSED CONTRACTOR'S DECLARATION .
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter'
9 {commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B ! License No.: 969018 —
Date: Contractor: /�+ / 9Z
c%�S
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building c•r improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(1 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
I I I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.):
Lender's
Lender's Address:
110111111111111111
11111111111111111
58
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/23/2015
Owner:
LOGAN HUBBARD
435 E MOUNTAIN ST
GLENDALE, CA 0
Contractor:
PALM SPRINGS MODERN CONSTRUCTION
2095
gu P O Box 1587
PALM SPRINGS, CA 92263
�T.:ENT (760)320-8773
Llc. No.: 969018
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
oft yor which this permit is issued.
have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: Applicant:��-A/✓`��
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT '
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and '
shall defend, indemnify and hold harmless the City of La Quinta, its officers,.agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
Date: 4 Signature (Applicant or Agent):
C : fw S 'dN v�S ? { Y4 ST 4•� "Fi S":�.�. F
? :DESCRIPTION'rACCOUNT 15 - rP,AIDzDATE
`QTY"=AMOUNT " P`AID�
- a?
: .� uz�?r<f:.d
BSAS SB1473 FEE 101-0000720306
0 $1.00 $1.00 Tl/23/15
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PALM SPRINGS MODERN CONSTRUCTI CHECK
R11066 2587 SGU
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 - $1.00
d', �l.kp5`�R
,E' -,+'S 1 "- t'`d�f.
ACCOUNT,
. - ✓a.ihi':A+ aw5".}''.:'_
QT,YF
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..,.iR
PAID DATE
„DESCRIPTION k "
."x x,
r ., 4AIVIOUNT "ry
i PAID ?
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0 $43.50,
$43.50
11/23/15
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PALM SPRINGS MODERN CONSTRUCTI
CHECK
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QTY:
AMOUNT,
PAIO,s"T
dRAIUDATE
w = fmf
;ACCOUNTt
A
WALL/FENCE.- FIRST 100 LF
101-0000-42404
0
$47.86
$47.86
11/23/15
'PAID BY ?
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PALM SPRINGS MODERN CONSTRUCTI
' CHECK
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tAMOUNT
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«
,V.i .t S.Ru.k:.V .�W:<F:
WALL/FENCE - FIRST 100 LF PC
161-0000-42600 .
0
-...
$60.91
$60.91
-`11/23/15
` r" PAID BYs "yp
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BY
a ' :.z.:•:';�.,a2f,_
PALM SPRINGS MODERN CONSTRUCTI
CHECK
R11066
2587
SGU.
Total Paid forFENCE OR FREESTANDING WALL: $152.27 $152.27
',M, <„j '?2r:
DESCRIPTION r
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= ACCOUNT �� ?
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PAID GATE;
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= S ...:%�_ht:.n....:>�id
d �kPAID =4
Plk; ?.� .
RET WALL <=12 - EA ADD 50 LF
101-0000-42404
0
$29.00
$29.00
11/23/15
'ssAt.� i-,5 i PAIDBY,
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PALM SPRINGS MODERN CONSTRUCTI
CHECK
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2587
SGU
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DESCRIPTION �; 4 E";��
t i•34�' .C;.da .°.'i' v i fi`i %r 4E'S F
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$QTYAMOUNT
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�
PAID- `'PAID'DATEg
',_s.:{.:
r K
RET WALL'<=12 - FIRST 100 LF
101-0000-42404
0
$47.86
$47:86'
11/23/15
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`PALM SPRINGS MODERN CONSTRUCTI
CHECK
111106.6
2587
SGU
:'-' F -s:,
DESCRIPTION
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ung
ONTn�QTMAMOUNT��'f���w
T
P141D�
PAID DATE
}" h
:f.AC
�'k>-_ > y�
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91.
$60.91
11/23/15 .
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PALM SPRINGS MODERN CONSTRUCTI
CHECK
R11066
2587
SGU
�. '.r',Total Paid for RETAINING WALL: $137.77 $137.77
Description: HUBBARD / PROPERTY BLOCK WALLS
Type. WALL/FENCE Subtype: CITY STANDARD/PRC- Status: UNDER REVIEW
Applicd: 11/23/2015 AZA
APPROVED
Approved:
Parcel No: 776020022 Site Address: 50225 WOODMERE LA QUINTA,CA 92253
Subdivision: TR 26524 Block: Lot: 33
Issued:
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $20,000,00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
STATE
Details: 185LF OF 6' HIGH FREESTANDING GARDEN WALL [APPROVED CITY SPECIFICATIONS], 18OLF 2' TO 6' HIGH RETAINING WALL
[APPROVED ANGELUS], AND 70LF OF 6' GARDEN WALL JUST INSIDE PROPERTY LINE [AS IDENTIFIED IN APPROVED ON APPROVED
PLANS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
Printed: Monday, November 23, 2015 2:49:28 PM 1 of 3 0?
SYSTC•MS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE •
FAX
EMAIL
APPLICANT
PALM SPRINGS MODERN
P 0 BOX 1587
PALM SPRINGS
CA
92263
PSMODERNHOMES@A
CONSTRUCTION
OL.COM
CONTRACTOR
PALM SPRINGS MODERN
P 0 BOX 1587
PALM SPRINGS
CA
92263
PSMODERNHOMES@A
CONSTRUCTION
OL.COM
OWNER
LOGAN HUBBARD
435 E MOUNTAIN ST
GLENDALE
CA
0
FINANCIAL INFORMATION
Printed: Monday, November 23, 2015 2:49:28 PM 1 of 3 0?
SYSTC•MS
n�
Printed: Monday, November 23, 2015 2:49:28 PM 2 of 3
EVW SYSTEMS
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
PALM SPRINGS
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
11/23/15
R11066
2587
CHECK
MODERN
SGU
CONSTRUCTI
Total Paid for BUILDING STANDARDS ADMINISTRATION -
$1.00 $1.00
BSA:
A
WALL/FENCE - EA
PALM SPRINGS
101-0000-42404
0
$43.50
$43.50
11/23/15
R11066
2587
CHECK
MODERN
SGU
ADDITIONAL 50
CONSTRUCTI
WALL/FENCE - FIRST
PALM SPRINGS
101-0000-42404
0
$47.86
$47.86
11/23/15
R11066
2587
CHECK
MODERN
SGU
100 LF
CONSTRUCTI
WALL/FENCE - FIRST
PALM SPRINGS
101-0000-42600
0
$60.91
$60.91
11/23/15
R11066
2587
CHECK
MODERN
SGU
100 LF PC
CONSTRUCTI
Total Paid for FENCE OR FREESTANDING WALL: $152.27 $152.27
PALM SPRINGS
RET WALL <=12 - EA
101-0000-42404
0
$29.00
$29.00
11/23/15
R11066
2587
CHECK
MODERN
SGU
ADD 50 LF
CONSTRUCTI
PALM SPRINGS
RET WALL <=12 - FIRST
101-0000-42404
0
$47.86
$47.86
11/23/15
R11066
2587
CHECK
MODERN
SGU
100 Lf
CONSTRUCTI
PALM SPRINGS
RET WALL <=12 - FIRST
101-0000-42600
0
$60.91
$60.91
11/23/15
R11066
2587
CHECK
MODERN
SGU
100 LF PC
CONSTRUCTI
Total Paid for RETAINING WALL: $137.77 $137.77
•
n�
Printed: Monday, November 23, 2015 2:49:28 PM 2 of 3
EVW SYSTEMS
REVIEW TYPE l
. REVIEWER
I SENT DATE
DUE DATE
-URN
I RETDATEED 'I
STATUS
I REMARKS
NOTES
I
ti
rA
r
Printed: Monday, November 23, 2015 2:49:28 PM 3 of 3
SYS 7C•ti1S
B'"
Permit #
Pro' ct Address: �0
City -of La Quinta
Buifding 8r Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Own6r's Name:
A. P. Number:
Address: /
Legal Description:
City, ST, Zipg 19/1qp —7
'
Contractor:
l
i
Tele hone: olyp-to
Address: . O
���
P 'ect Description
City, ST, Zip: /o
2
/ /
;or
h 0ne
Telepone:
:� o
7 7-1
i
State Lic. # :
City Lic. 7
10
Arch., Engr., Designer:
Address:
City, ST, Zip:
h
Telephone:
Tele o
Co tructi n Type: O cc u ane
s o Y P P Y:
State
Project tYP (circle one • New Add'n Alter Repair Demo
Name of Contact Person:
%�e
S
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: o Sto ��
imated Value of Project: V
APPLICANT: DO NOT WRITETN S
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2nd Review, ready for-corrections/issue
Electrical
Subcontacl'or List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Re.view, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit fees
Gg:�. / v /-, r--� .
FOOTING
OPTION "A"
FOOTING_OPTION
"B"
•
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
{
I
I
1
#4 VERTICAL REBAR AT 24"
i
•'•"'
MAX. SPACING-_----�_.'
moi•-' `�
(REBAR IN CENTER OF CELL)
#4 HORIZONTAL REBAR CONTINUOUS
!
r --- AT 32" MAX. ABOVE TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
6' MAX
NON -RETAINING PORTION OF WALL
6' MAX
I
i
— 8" BLOCK
/
(GROUT ONLY CELLS WITH_12EBAR)
(2)-#4 HORIZONTAL REBARS
i
AT TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
RETAINING PORTION OF WALL
FINISH GRADE
:
8" BLOCK
(SOL ID,GROUT_ALL.CELLS)
FINISH GRADE
i RETAINED
OMIT HEAD JOINTS
—RETAINED::
EARTH
i
FOR DRAINAGE —�
EARTH
2' MAX
(FIRST COURSE ONLY)
�\ 3" MAX,
I
3" MAX
i .
„i' %
',
\
2' MAX
�
J/%--
(3)-#4 HORIZONTAL REBARS --``•
�! FINISH
F
GRADE
6"
Mi
a"
�.
a�.
d 1 ! 12n
•.. ►
1 2"
a"
----�--
da -- 16 --__-►I
—8 _ i
�i
#4 REBAR
-- AT 24" SPACING
(WITH 6" MIN. HOOKS AT ENDS FOR OPTION -B")
I
N ---32 I
THE ,FOLLOW ING,1_NSPECTIONS,ARE•REQUIRED_
1).E-O...QTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED
3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. - '
2) REBAR/PRE-GRQUT; 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.
NOTES:
1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS
BEFORE BEGINNING CONSTRUCTION.
2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
3) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
4) ALL REBAR LAP SPLICES TO BE 24" 'MINIMUM.
5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. WESTER
6) NOT DESIGNED FOR SURCHARGE LOADS FROM
�wi
VEHICLES OR STRUCTURES. /�MTT:lk .
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.
;7& Z;r,-
ALL FOOTINGS ADJACENT TO
SLOPES TO BE LEAST 5' TO
DAYLIGHT AS SHOWN BELOW,
9��
BOTTOM
OF 5' MIN.
FOOTING
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
P EBAR PLAC -EM ENT
ILLUSTRATION
(SEEPAGE I FOR SPECIFIC REQUIREMENTS)
(TYPICAL)
FOR THE RETAINING PORTION OF WALL,
.AL.,L. CELLSTO, BE GROUTED
(TYPICAL)
FOR NON -RETAINING PORTION OF WALL
ONLY CELLS AND BOND BEAM COURSES
WITH REBAR TO BE GROUTED
(USE GROUT STOP MESH AS APPROPRIATE)
1 07 1 lkor4
1, ON % 112 , & %, -immom- I I.
Iftl 'IM is aM-1- OR I
WIN'@
FOOTING QR ON
(T`YPICAL)
7
11 c!
ALL REBAR SPLICES
V 1,4 1
3 p "1 2411 MIN. OVERLAP
mi I
(TYPICAL)
FOOTING OPTION A
ALL REBAR SHALL HAVE A
MINIMUM
OF 311 CONCRETE COVER
AT FOOTINGS
DESIGN PARAMETERS:
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
ACTIVE SOIL PRESSURE (PSF)
PASSIVE SOIL BEARING (PSF)
= 30
=150
tu
COEFFICIENT OF FRICTION
= 0.25
ALLOWABLE SOIL BEARING (PSF)
WIND = 80 MPH, EXPOSURE C
=1 500
BLOCK WALL
SEISMIC:
ATOP 21 RETAINING WALL
NA= 1.3. Nv= 1.6. Z=0.4. SOIL PROFILE=SD
PHONE (7 0) 777-7125
78-495 CAlAr'I'AM PICO
LA QUINTA, CALIFORNIA 92253
(760) 777-7011.
FCOFAX
W/9/2014 MMUNrl-Y DEVEL0l'Nu--,t,-r DErr.1 I -AGE 2 OF 2
�oF'l. I S5 t' F
FOOTING..OPTION 6" " FOOTING OPTION "B"
I
I
I
f
H"
HEIGHT FROM TOP
OF FOOTING
#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)
12" 1! „
T TABLE ..A„
H
W„
VERTICAL
REINFORCEMENT
-1111
REVERSE
_ —
4'
DIRECTION OF
W" _""1i
HOOK ON EVERY
(FI OOTING 1
OTHER REBAR .
WIDTH)
SEETABLE"A"
SEE TABLE "B"
FOR REBAR SIZE -
AND SPACING
(LOCATE REBAR IN CENTER OF CEli.)
FINISH GRADE
(1) - #4 REBAR
CONTINUOUS 1111
(2) - #4 REBAR
CONTINUOUS Jill
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
S<°4-
130TTOM qF,
OF5' MIN.
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 REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO 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.
ZeC
.,W„
(I FOOTING WIDTH)I
SEE TABLE "B"
H..
HEIGHT FROM TOP
OF FOOTING
I
i'
r
i
T 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"
#4 @ 24" O.C.
SEE TABLE "B"
FOR REBAR SIZE -
AND SPACING
(LOCATE REBAR IN CENTER OF CEli.)
FINISH GRADE
(1) - #4 REBAR
CONTINUOUS 1111
(2) - #4 REBAR
CONTINUOUS Jill
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
S<°4-
130TTOM qF,
OF5' MIN.
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 REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO 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.
ZeC
.,W„
(I FOOTING WIDTH)I
SEE TABLE "B"
H..
HEIGHT FROM TOP
OF FOOTING
I
i'
r
i
CHECFC_WITH_THE. BUILDING.._DEPARTMENT TO '
VERIFY IF, A_ BUILDING._PERMIT IS_REQUfRED..
WHEN'A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOQTING; 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) ELNAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
QUM&J
r�
FREESTANDING BLOCK WALL
Ft�OF TNtJ
PHONE (760) 777-71,25, 78-995 CALLETAMPICO
LA QUINTA, CALIFORNIA 922
FAX (760) 777-7011. I 10/9/2014 ICOMMUNnY DEVELOPMEN•f DLpr.1 NAGE I OF 2
--
H„
W>.
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.
CHECFC_WITH_THE. BUILDING.._DEPARTMENT TO '
VERIFY IF, A_ BUILDING._PERMIT IS_REQUfRED..
WHEN'A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOQTING; 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) ELNAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
QUM&J
r�
FREESTANDING BLOCK WALL
Ft�OF TNtJ
PHONE (760) 777-71,25, 78-995 CALLETAMPICO
LA QUINTA, CALIFORNIA 922
FAX (760) 777-7011. I 10/9/2014 ICOMMUNnY DEVELOPMEN•f DLpr.1 NAGE I OF 2
FOC
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
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
c � W
,i
r'•
FREESTANDING BLOCK WALL
q,V
Fn
PHONE (760) 777-7125 78-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
RAX (760) 777-7011 10/9/2014 COMMUNITY DEVEI.OFI,\iENT DEFPP. PAG5172 01- 2
/BGG
1111137
11111111111— �,�yJsi�
Bir, #
City of La Quinta
Building & Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:
Ownei.'s Name: l .
A. P. Number:
Address: 2
Legal Description:
City, ST, Zip:
t r:
Co Xtraco
G
P,�i1J
T 1 h c.
ce o An'
Address: �S
Project Description: j
City, ST, Zip:
Telephone:
G
State Lie. 11:
City Lie. #.-
/
�� .
6/17
Arch., Engr., Designer:
Address:
City, ST, Zip:
Tele h 0 ne:
P
ecu ane
Occupancy:
cti n TY e: O
Con tru o
s P
State re
Project t type (circ cone):• New Add'n Alter Repair Demo
Name of Contact Person: l
Sq. Pt.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
I/(6� �
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subeontactor List
Called Contact Person
Plumbing
Gran(Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN If OUSE:-
Rcpiew, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issueII.(�
b
School Fees,
Total Permit Fees
%_j
NouonHISNOO 8®A ELECTRIC
U11uLTY\-
-54.6TW53:9T f cj3A0!3c!dV ELECTRIC
U
LOT 24 cl Ko:jvs -Q oi�ncnina
'1d3 ......
PAD 48,9 LLj
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48.6F 5fQ
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0.0
5
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A.C. 3 e6 z
ENCLOSURE 48.6FG'.
4
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A
EXEM-NT
EXISTING LANDS
MAifENANCE AS'
@"AAi —nd �_
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A.
48..1-9FS) . .
ell
4AOT 4,8.5-9.FS
PIPE LENGTH (VP) 'A -A
4'
MOCK
AO I'at
4848 OGTG�.47FS
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A Z1.z J
46 -50INV
4.
2
4.
4 . 4
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MATCH 1
4 48.87FS
11 4:8 1OFS
flR 48.5FG
z GARAGEn M (4-8i
48,95FS GB O8FS
mv;:
54 OM
. . . .......... .... ..
348 5F
. . . . . . . . . . .
_I -cd d"
4-8.0 o
0TF
01*
FS
..........
49 V
40 ot
4N.
bbk.
48.0:::
45.951 V BUILD
VG
49.01 FS
5 Mll -rBACK
"k
.1 3FS
PA 4
. . . . . . . . . . . . . . . . . . .
Kat
PA
!,RX
49,01 FS
D
W-: i;-::: q.
1 0.0p
gft.
33 11
"7; W c 48.97FS K E.
. . . . . . . . . . . ..... .....
02
M. .
-L-- LOT LINE
4,8.54FS
to
WATER \47..
7 7bT.c
'"48.63 (47,9:8F•491 1 . . .... 3
4. FEATURE % ' 2 54 OOTw
9 3FS 4�
4, 5
48 GB
14
0
4 63i
S
i
M;
nss. ."MEM
.fit 2`, �! B � � � �
__, .. .......
M. . . . . .
EXISTING 0" CURB
. m ,