BWFE2014-112678-495 CALLE TAMPICO
c&y/ D:_ 4vQumr(4j
VOICE (760) 777-7125
FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 11/20/2014
Application Number:
BWFE2014-1126
Owner:
Property Address:
81347 COLUMBUS WAY
ANDREW LEFT
APN:
767690004
81347 COLUMBUS WAY
Application Description:
BLOCK WALLS CITY & ANGELUS STANDARDS
LA QUINTA, CA 92253
Property Zoning:
Application Valuation:
$33,950.00
Applicant:
DBCA INC
0 OUTSIDE CITY LIMITS
LA QUINTA, CA 92253
LICENSED CONTRACTOR'S DECLARATION _1_ZZ1
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: License No.: :LIC -0104804 �1 w
o Date: i �I Contractor:
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).:
(_J 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 or 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 I, 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
E
Contractor:
DBCA INC
0 OUTSIDE CITY LIMITS
LA QUINTA, CA 92253
(760)393-5270
Llc. No.: :LIC -0104804
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
of the work for which this permit is issued.
I 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: _ Polity 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 Labor Code, I shall forthwith
comply with those provisions.
Date: ' Applicant:
WARNING: FAILURE TO SECURE WORK S' COMPENSATION COVERAGE IS 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 citupon the above.
y to
mentioned property for inspection purposes. I
Date: Signature (Applicant or Agent)
G
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT-
QTY
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$2.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA
$2.00
$0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$120.36
$0.00
PAID BY .
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
; QTY
AMOUNT.
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL*
TOTALS:$0.00
$229.13
$0.00
Description: BLOCK WALLS CITY & ANGELUS STANDARDS
Type: WALL/FENCE Subtype: Status: SUBMITTED
Applied: 11/20/2014 PJU
Approved:
Parcel No: 767690004 Site Address: 81347 COLUMBUS WAY,CA
Subdivision: TR 33076-2 Block: Lot: 12
Issued:
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $33,950.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
PAID DATE RECEIPT # CHECK # METHOD
Details: 150 LN FTX 5'6" HT BLOCK WALL 37 LN FTX 6 FT HT BLOCK WALL 107 LN FT X3 FT HT BLOCK WALL ALL CITY STANDARD. 146 LN FT X8
FT HT WALL ANGELUS STANDARD APPROVED PER JJ WALLS.SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHER
VISIBLE FROM OUTSIDE THE PROPERTY.
Printed: Thursday, November 20, 2014 12:47:56 PM 1 of 2
��SYS TfMS
FINANCIAL
ADDITIONAL
CLTD
CHRONOLOGY
AMOUNT
PAID
PAID DATE RECEIPT # CHECK # METHOD
PAID BY
CONDITIONS
BY
BSAS SB1473 FEE 101-0000-20306 0
$2.00
$0.00
CONTACTS
Total Paid forBUILDING STANDARDS ADMINISTRATION
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP PHONE FAX EMAIL
APPLICANT
DBCA INC
0 OUTSIDE CITY LIMITS
- LA QUINTA
CA
92253
CONTRACTOR
DBCA INC
0 OUTSIDE CITY LIMITS
LA QUINTA
CA
92253
OWNER
ANDREW LEFT
81347 COLUMBUS WAY
LA QUINTA
I CA
92253
Printed: Thursday, November 20, 2014 12:47:56 PM 1 of 2
��SYS TfMS
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
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$2.00
$0.00
BSA:
Printed: Thursday, November 20, 2014 12:47:56 PM 1 of 2
��SYS TfMS
Printed: Thursday, November 20, 2014 12:47:56 PM 2 of 2
RW.IYS iEMS
INSPECTIONS
T
CLTD^
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
FOOTINGS
BY
WALL/FENCE - EA
101-0000-42404
0
$120.36
$0.00
ADDITIONAL 50 LF
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-000042600
0
$60.91
$0.00
100 LF PC
Total Paid forFENCE OR FREESTANDING WALL- $229.13 $0.00
TOTALS:0•
Printed: Thursday, November 20, 2014 12:47:56 PM 2 of 2
RW.IYS iEMS
INSPECTIONS
SEQID'
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
i
BOND BEAM
FOOTINGS
FINAL"
Printed: Thursday, November 20, 2014 12:47:56 PM 2 of 2
RW.IYS iEMS
i
sirt #
0W Of La Quinta
Building a Safety Dlvisiott
P.O. Box 1504,"78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: i.
tjMkjg�Owner's
Name:. T --
A. P. Number. G r 676.
60
Address: 81-397 o L U U A
Legal Description:
City, ST, Zip: LA u)lJ%A CA Z S 3
Contractor: 4A)
C_
Telephone: :ate• ...
P Tele '
Address: S5
Q2
Project Description:
City, ST, Zip: O J
Z 2—!;-3
C9f YQ-SDQAJC''
Telephone:
M111IN>M.
J6�/ -/6
�� L
S
5 ,
State Lie. # :
City Lie. #;6
Arch, Engr., Designeri'J
FJ f 6 (i) .
5T
Address:
City., ST, Zip:
Telephone:
State Lie. #: c j
Name of Contact Person: /Zle—
Construction Type: , Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft-: # Sto 'es: # Units:
Telephone # of Contact Person:
m
Estimated Value of Project: °3
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACMG PERMIT FEES
Plan Sets
Plan Check submitted Item Amount
Structural Cales.
Reviewed, ready for corrections Plan Check Deposit, .
Truss C21cs.
Called Contact Person Plan Check Balance.
Title 24 Coles.
Pians picked up Construction
Flood plain plan
Plans resubmitted.. Mechanical
Grading plan
2id Review, ready for correctionsliissue Electrical
Subcontactor List
Called Contact Person Plumbing
Grant Deed
Plans picked up
H.O.A. Approval
Plans resubmitted Grading
IN HOUSE:-
'^` Review; ready for corrections/issue Developer Impact Fee
Planning Approval.
Called Contact Person A.LP-P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
BLOCK CO..INC.
Since 1948
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
END OF WALL
5 xHF
O
O
O O
X
In
_
O
W
Z
Q
H'
w
a
ti
8' High Max. Site Wall
C ® 100mph
Risk Category I
6" Wide CMU
5 x -HF--------
-1F LA
N
TA
Y DEPT.
FvF.� ^X)NSTF JC T /0N
_ B
0
A
x
N
RETURN TYP.
5xHF 5xHF A 5xHF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES O & O
TOTAL WALL LENGTH
5 x HF MIN.
TYPICALREINFORCED
H 1& 1 t i 1 it REINFORCED WALL STEM TYPES ELEVATION%
WALL TYPES
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East BadilloStreet • Covina . CA . 91723-2115
(626) 938-1595 Facsimile (626) 938-048S
engineering excellence s%n Ce 1957'
5 x.HF MIN. t
TGNED 5-21-14
.S-2.OLQ
#;6255
6.' High Wall 2' to 4' Retaining.
Toe -out Footing - C o 100mph (ult)
IV13L* Risk Category I
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6AIH"Wide CMU
AGN CRITERIA:
3ESIGN CRITERIA PER 2013 CBC
ALLOWABLE SOIL BEARING PRESSURE = 1500psf
ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
:OEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
CANTILEVER ACTIVE = 30pcf NO SURCHARGE
MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. SPECIAL INSPECTION
VOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
JSER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
ES:
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
RADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
NCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. U.O.N.
.JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
MIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
DTHERIMSE REQUIRED BY SOILS REPORT.
'ONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
3LOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTULAST, WITH OR
MTHOUT MORTARLESS HEAD JOINTS (TONGUE -ANO -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
AORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
AANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
2EQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
AANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
2EQUIREMENTS OF ASTM C270.
ROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
kND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
'Oopsi.."Zo 00 Ps
.r<ST COURSE MAY BE WET -SET 1.1/2 INCHES MAX. WHILE CONCRETE
S PLASTIC. '
'ONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
/ERTICAL CONTINUITY OF THE CELLS.
/ERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
FO'-0"o.c. OR 20'-O"o.c. IF WALL IS TO BE STUCCO COATED OR
AORTAR WASHED
:ROUT ALL CELLS WITH REINFORCEMENT.
VSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
'DOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL .
!EINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
'OR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
:E£ DETAIL SHEET S-5.1.
10 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
OPTIONAL WALL CAP
BLit
#6 .STD. LADDER TYPE A
(#5 STD FOR'SLUMPSTIE) r�J
JOINT REfNF. AT TOP CURSE,,
AT FIRST COURSE, AND 24"o.c.
AT FENCE
DATE
6" WIDE (NOM.) CMU. L
w/ #4 VERT. REINF.
024"o.c. (16" LONG .CML
® CTR. OF WALL
GROUT CELLS .w/ REINF.
#4 HORIZ. 024"o.c_
® RETAINING'
4' 0 SDR .35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.)
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F..G. -
WET -SET FIRST z+1i
COURSE
#4 CONT.
#4 CONT. ® 12"o.c. —
CONT. CONC.
CONC. KEY
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
-" ANDERSON DESIGN GROUP
Structural Engineering Building Oesign
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 Facsimile (626) 938-0485
'engineeNng excellence since 7957-
12" 1 1.2"
'B' MIN.
OF LA QUINTA
NG & SAFETY DEPT.
PER SCHEDULE
STRUGTION
'H' + 12"
MSTANCE TO EDGE 01
NEAR 7D-JAt-E-Ni
O X
I a
OPTIONAL CHAMFER
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
24" OUTSIDE FACE
MASONRY FENCE WALL SCHEDULE
` OF BLOCK TO
REINF,WALL STEM 'X'. BARS
AAX. TYPE PER S -2.O 16" LONG CMU
B' MIN.
C.
0"
A'
4024"o.c.
3'-3"
0'-7"
'B'
4032"o.c.
2'-3"
_572-
'A'
4®24"o.c.
3'-6"
O'-9"
8.
'8'
4®32"o.c.
2'-3"
O'-5"
'A'
4016"o.c.
3'-6"
1'-0"
4"
B'
4032"o.c.
2'-6"
O'-9"
1)"
'A'
4®16"o.c.
3'-9"
1'-4"
1
'8'
4032"o.c.
2'-10"
1'-2"
OPTIONAL WALL CAP
BLit
#6 .STD. LADDER TYPE A
(#5 STD FOR'SLUMPSTIE) r�J
JOINT REfNF. AT TOP CURSE,,
AT FIRST COURSE, AND 24"o.c.
AT FENCE
DATE
6" WIDE (NOM.) CMU. L
w/ #4 VERT. REINF.
024"o.c. (16" LONG .CML
® CTR. OF WALL
GROUT CELLS .w/ REINF.
#4 HORIZ. 024"o.c_
® RETAINING'
4' 0 SDR .35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.)
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F..G. -
WET -SET FIRST z+1i
COURSE
#4 CONT.
#4 CONT. ® 12"o.c. —
CONT. CONC.
CONC. KEY
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
-" ANDERSON DESIGN GROUP
Structural Engineering Building Oesign
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 Facsimile (626) 938-0485
'engineeNng excellence since 7957-
12" 1 1.2"
'B' MIN.
OF LA QUINTA
NG & SAFETY DEPT.
PER SCHEDULE
STRUGTION
'H' + 12"
MSTANCE TO EDGE 01
NEAR 7D-JAt-E-Ni
O X
I a
OPTIONAL CHAMFER
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
24" OUTSIDE FACE
` OF BLOCK TO
o
t OF VERT
=
=
U
1n
�• :.`
nW.
N
CLR. U
TYP.
DATE SIGNED 6-25-14
S-1.5LQ
#625
t Or 2�
i_
Fororil
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF) =30
PASSIVE SOIL BEARING (PSF) =150
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) =1500
WIND = BO MPH. EXPOSURE C
SEISMIC:
NA= 1.3. Nv=1.6. Z=0.4, SOIL PROFILE=SD
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
x
r'.
FREESTANDING BLOCK WALL
oF'u of rieo
PHONE (760) 777-7125
rAX (760) 777-7011 1 10/9/2014
78-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVEIAPMENT DL• M PAGE 2 OR 2
FOOTINGOPTI0N_"a4"
I
.. H..
HEIGHT FROM TOP
OF FOOTING
f •
12" 10 r
FOOTING OPTION "B"
#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 CLLL)
REVERSE
=ilt�ltll
DIRECTION OF
W"
HOOK ON EVERY
(FI OOTING WIDTH) I
OTHER REBAR
SEE TABLE "A"
SEE TABLE "B"
FOR REBAR SIZE—
AND SPACING
(LOCATE RFBAR IN CENTER OF CE -]JJ
FINISH GRADE
(1) - #4 REBAR
(2) - #4 REBAR
CONTINUOUS
ALL FOOTINGS ADJACENT TO.
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
0
aorroM F
OF FOOTING 5' MIN.
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.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
ot 4 agwou,r
y
} - FREESTANDING BLOCK WALL
7-
1,14— "V�'" —►
;(FOOTING WIDTH)
SEE TABLE "B"
i
..H..
HEIGHT FROM TOP
OF FOOTING
i
I
10"
.. 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 RFBAR IN CENTER OF CE -]JJ
FINISH GRADE
(1) - #4 REBAR
(2) - #4 REBAR
CONTINUOUS
ALL FOOTINGS ADJACENT TO.
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
0
aorroM F
OF FOOTING 5' MIN.
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.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
ot 4 agwou,r
y
} - FREESTANDING BLOCK WALL
7-
1,14— "V�'" —►
;(FOOTING WIDTH)
SEE TABLE "B"
i
..H..
HEIGHT FROM TOP
OF FOOTING
i
I
10"
CHECK W(TH_TFiE BUILDING_DEPARTMENTl'O
VERIFY_IF A_BUILDING. PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) _FQOTINQ; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-Q QQT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) .FI_NAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION"
DISCLAIM_ _ER:
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.
PHONE (760) 777-71.25
rAX (760) 777-7011.
78-495 CALLS TAMPICO
IA QUINTA, CALIFORNIA 92253
10/9/2014 COMMUNITY DEVEIAPMEKC DCPP. PAGE I OI' 2
H„
�w"
VERTICAL
REINFORCEMENT
3'
19"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6'
34"
#4 @ 24" O.C.
CHECK W(TH_TFiE BUILDING_DEPARTMENTl'O
VERIFY_IF A_BUILDING. PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) _FQOTINQ; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-Q QQT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) .FI_NAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION"
DISCLAIM_ _ER:
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.
PHONE (760) 777-71.25
rAX (760) 777-7011.
78-495 CALLS TAMPICO
IA QUINTA, CALIFORNIA 92253
10/9/2014 COMMUNITY DEVEIAPMEKC DCPP. PAGE I OI' 2