BWFE2015-002278-495 CALLE TAMPICO ,
LA QUINTA, CALIFORNIA 92253
MMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
_ BWFE2015-0022
Property Address:
78695 AVENIDA LA FONDA
APN:
770171004
Application Description:
124 LF FT GARDEN WALL / 260 LF RETAINING WALL [CITY/ANGELUS]
Property Zoning:
U
Z
Application Valuation:
$19,000.00
Applicant:
A P LENCH II
P 0 BOX 450
LA QUINTA, CA 92251-0450
Owner:
VERNA LENCH
P 0 BOX 450
LA QUINTA, CA 0
Contractor:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
A P LENCH II
P 0 BOX 450
LA QUINTA, CA 92253-0450
(760)578-1077
Llc. No.: 313246
Date: 1/20/2015
---------------------------------------------------------------------------------------------
Y
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,
arld my License is in full force and effect.
\ License Class: B License No.: 313246 �.---�—
DDat��- ?� Contractor:—
OWNER-BUJ DER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
`.•ZLicense 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 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.).
(_) 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 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 Name
Lender's Address:
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 provided for by Section 3700 of the Labor Code, for the performance
o he-wo or 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: _ 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,' I should become subject to the
workers' compensation provisions of Section 3 00 of the Labor Cod rthwith
comp(/;;ly with those provisions.
D�1�` L J� APPlicant�Y
WARNING: FAILURE TO SECURE WOfjj tRS' COMPENSATION C{t7VERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYEFOO 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 ands
t to laws relating to building
construction, and hereby authorize representatives of this rty to enter upon the above•
mentioned property for inspection purposes.
Date: /� Signature (Applicant or Age .�
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1�81
---------------------------------------------------------------------------------------------
Y
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,
arld my License is in full force and effect.
\ License Class: B License No.: 313246 �.---�—
DDat��- ?� Contractor:—
OWNER-BUJ DER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
`.•ZLicense 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 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.).
(_) 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 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 Name
Lender's Address:
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 provided for by Section 3700 of the Labor Code, for the performance
o he-wo or 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: _ 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,' I should become subject to the
workers' compensation provisions of Section 3 00 of the Labor Cod rthwith
comp(/;;ly with those provisions.
D�1�` L J� APPlicant�Y
WARNING: FAILURE TO SECURE WOfjj tRS' COMPENSATION C{t7VERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYEFOO 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 ands
t to laws relating to building
construction, and hereby authorize representatives of this rty to enter upon the above•
mentioned property for inspection purposes.
Date: /� Signature (Applicant or Age .�
FINANCIAL • /
DESCRIPTION ACCOUNT QTY AMOUNT PAID
PAID DATE
BSAS SB1473 FEE 101-0000-20306
0
$1.00 $0.00
PAID BY METHOD
RECEIPT # CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$105.86
$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 $214.63 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - EA ADD 50 LF
101-0000-42404
0
$87.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - 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
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for RETAINING WALL $195.77 $0.00
i $0.00
Description: 124 LF FT GARDEN WALL / 260 LF RETAINING WALL [CITY/ANGELUS]
Type: WALL/FENCE Subtype: Status: UNDER REVIEW
Applied: 1/20/2015 SKH
Approved:
Parcel No: 770171004 Site Address: 78695 AVENIDA LA FONDA LA QUINTA,CA 92253
Subdivision: DESERT CLUB TR UNITS Block: Lot: 147
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $19,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
NAME TYPE
Details: 260LF OF 6' GARDEN W/2' RETAINING AT EAST AND WEST PL, 124LF OF 5' GARDEN FRONT YARD, (4) [ANGELUS AND CITY
SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY .
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
A P LENCH II
P O BOX 450
LA QUINTA
CA
92253-
0450
CONTRACTOR
A P LENCH II
P O BOX 450
LA QUINTA
CA
92253-
0450
OWNER
VERNA LENCH
P O BOX 450
LA QUINTA
CA
1 0
Printed: Tuesday, January 20, 2015 10:10:16 AM 1 of 3 CN?
SVA7FMS
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #'
CHECK #
METHOD
PAID BY
CLTD
COMPLETED
DATE
RESULT
REMARKS
NOTES
FINAL"
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
BOND BEAM
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
WALL/FENCE - EA
101-0000-42404
0
$105.86
$0.00
ADDITIONAL 50 LF
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL $214.63 $0.00
RET WALL0 LF - EA
101-0000-42404
0
$87.00
$0.00
ADD 50 LF
RET WALL <=12 -FIRST
101-0000-42404,
0
$47.86
$0.00
100 LF
_
RET WALL <=12 - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid forRETA1NING WALL- $195.77 $0.00
40 $0.00
Printed: Tuesday, January 20, 2015 10:10:16 AM 2 of 3 Cff1ffSYCTFAA.S
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
FINAL"
FOOTINGS
AOR
BOND BEAM
Printed: Tuesday, January 20, 2015 10:10:16 AM 2 of 3 Cff1ffSYCTFAA.S
Bin #City
Permit #
Project Address: —Te-
of La Q grin to .
Building ar Safety Division
P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012-
Building Permit Application and Trackin Sheet
Owner's Name:
A. P. Number: • .
Address: -,
Legal Description:
City, ST, Zip: `
Contractor:,iTelephone:
Address: . QXC
Project Description:
City, ST, Zip: (meq o QTT
2_74
TeI e ne•
P o . h
T l
r
State Lie. #:
City Lie. #:
Arch., Engr., Designer:
Address: �C�-
City., ST, Zip:
Telephone: 5 �
State Lie. #:
"+ :
Construction TYancY
e: Occupancy:
P •
.Project type (circle one) Ne Add, n Alter Repair Demo
- /
Name of Contact Person: l—.� til
Sq. Ft.:#Stories:
7
# Units:
Telephone #,of Contact Person:
Estimated Value of ProjecI e?,
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Revicived, ready for corrections
Plan Check Deposit
Truss Calcs.Called
Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
21" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN IiOUSE:-
'rd Review, ready for correctionstissue
Developer Impact Fee
Planning Approval
Called Contact.Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
r,
TOP' VIEW
FOOTING
BLOCK
GROUT
STEEL REBAR
SECTION VIEW
m
smal
'JI * U$TRATI '0%
BLOCK
0 2" X 12" OR 16" X 16")
SOLID GROUT
(4) - # 4 REBAR
(ONE AT EACH CORNER)
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
MiNi 214
� i �
MIN 24"
-- --------
REBAR -
OVERLAP\S<'
--
:: Tp. 0
BOTTOM
GRADE
5 MIN.
4' OF
A
FOOTING
LIMITATIONS:.
1. Pit -ASTER SPACING SHALL NOT EXCEED 20 FT. WHEN -OTHER INFILL FENCING
FOO'nNr, REBAR SHALL
Ai
"AVE A MIN. 6" LONG
'sf. IS ATTACHED:
.11OOKANDA141N.
c
20"
ONCRETE COVER OF 3"- 2. ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAYBE ATTACHED TO
16"
FENCING MAY N 13E ATTACHED TO PILASTER.
PILASTERS. SOLID TYPE F _pa
3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED To 200# MAX.
WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER.
4.THIS PILASTER DESIGN IS INTENDED TO BE USED ONLY ASA FENCING
FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS.
5. FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE
CHECK WIT.H..,T.HE...B.U.!..L-D..I,N.-G DQPA.RT.M..ENT BEGINNING CONSTRUCTION.
TO VERIFY IF,A BUILDING PERMIT INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES
' Q aE; Q, 6.
WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION.
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 7. FOOTINGSTO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
AND ENGINEERED FILL.
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL S. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD.
IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM
THE SURROUNDING THE EARTH/DIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM -
2) VERTICAL REBAR IN PLACE-
INSPECTION PRIOR TO PLACING GROUT.
3)
.ELNAL:.AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
M. ASONRY -PILASTER
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH
AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN'IS PHONE (760) 777-7125 78-495 CALLS TAMPICO
AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED LA QUINTA, CALIFORNIA 92253
GUARANTEE AGAINST FAILURE OR DEFECTS. FAX (760) 777-7011 10/9/2014 COMMUNITY DEVELOPMENT DEPT.1 PAGE 1 OF I
FOOTING_OPTION "A"
I
H..
HEIGHT FROM TOP
OF FOOTING
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
..�,.e&)"OR 8"
F.- T-1
FOOTING OPTION_",B"
T 32" N"..O.C.
H..
HEIGHT FROM TOP
OF FOOTING
SEE TABLE 'Ap' I S ABLE "B"
— FOR REBAR SI R ' +rima FO ? BAR SIZE
AND SPACING '� A SPACING
(LOCATE REBAR IN CENTER OF C Y Y (LOCA_al' I CENTER OF CEtJ.)
FINISpi GRADE O
t
(1) - #4 REBAR.
CONTINUOUS\- �.,T�• ��.Iy�
n,(2) �s =#14 REBAR n'�'I
REVERSE -1111-1111
DIRECTION OF W" —10
HOOK ON EVERY
OTHER REBAR (F' OOTING WIDTH) i
SEETABLE"A"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
<a
130TTOM AF
OF 5' MIN.
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS O
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOTA RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATERCOURSE 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. r�
'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. .
cnl�nn
.W"
I( OF OTING WIDTH)
SEE TABLE "B"
TABLELB,s
VERTICAL
H„ ..W,. 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.
CFECFC._WITH._THE._B,I�IL...DING_DEPARTMENT TO
F VERIFY_IF A_ BUILDING_ PERMIT IS_REQU[RED.:
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED: ,
1)E 0 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.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
�
H"
W'
VERTICAL
,FREESTANDING`BLO K WALL
CF'V OF
REINFORCEMENT
3'
17"
#4 @ 48" O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
##4 @ 48" O.C.
6'
29"
#4
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
<a
130TTOM AF
OF 5' MIN.
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS O
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOTA RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATERCOURSE 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. r�
'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. .
cnl�nn
.W"
I( OF OTING WIDTH)
SEE TABLE "B"
TABLELB,s
VERTICAL
H„ ..W,. 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.
CFECFC._WITH._THE._B,I�IL...DING_DEPARTMENT TO
F VERIFY_IF A_ BUILDING_ PERMIT IS_REQU[RED.:
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED: ,
1)E 0 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.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
�
^
,FREESTANDING`BLO K WALL
CF'V OF
r
PHONE (760) 777-7125
78-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
r•AX (760) 777-7011.
k)/9/2019 commuNrIY DLvEwPMEKr Derr. NAGE 1 Oil 2
7
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 Cowry CODE UNIFORMITY PROGRAM
Dali ot 4v
Z-
x' FREESTANDING BLOCK WALL
PHONE (760) 777-7125 78-495 CALLS TAMI'ICO
LA QUINTA, CALIFOI:NIA 92253
FAX (760) 777-7011 10/9/2014 COMMUNITY DEVE1.OPI TENT DEPI•. NAGE 27r 2
of Indian WeIIS Approvea tnglneering May zz, zu 14
6' High Wall 2' to 4' Retaining
47
Heel -in Footing - C o 100/110/120mph (ult)
uocK ca, �xc.
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ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE - 30pcf NO SURCHARGE
6. MASONRY COMPRESSIVE STRENGTH, rm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A61S
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS U.O.N.
2. JOINT REINFORCEMENT (-LADDER- TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 0 28 DAYS, UNLESS
OTHERWSE REOUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED. OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX INR MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
�A SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
7.....iT COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
g.,VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"0.0. OR 20'-0"o c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAIL
SEE DETAIL SHEET S-5.1. 1 f_
H m
I�
2'-0'
4'
�
MASONRY FENCE RETAINING WALL SCHEDULE
DESIGN WIND BARS
EXP m h 16' LONA CMU
'B, MIN.
'C' MIN.
C 0 100
4032'o.c.
2'-9"
N A
C 0 110
4032'o.c.
2'-9-
N/A
C 0 120
2'o.c.
2'-11'
N/A
C 0 100
32'o.c.
3'-0-
N/A
C 0 110
4032 o c.
.31 -0. -N/A
C 0 120
4032'e.c.
3'-2-
N/A
C 0 100
#4®32 o.c.
3'-5'
N/A
C 0 110
41W2"ox,
3'-5"
N
C 0 120J#4632-o.c.
3'-6"C
0 1002-o.c.
3'-11'
0'-2-
C ®110Yo.c.
3'-11-
0'-2"
C 01204'o.c.
3'-11"
0'-2'
LOADING
Risk Category I
6'/8' Wide CMU
OPTIONAL WALL CAP
#6 STD. LADDER TYPE
(#5 STD FOR SLUMPST(
JOINT REINF. AT TOP C
AT FIRST COURSE, AND
AT FENCE
6- WIDE (NOM.) CMU
W/ #4 VERT. REINF.
OQrme (16' LONG CML
0 CTR. OF WALL
GROUT CELLS w/ REINF.
#4 HORIZ.
0 RETAINING
4.0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON 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 ;o Ji
—
COURSE
X14 CONT.
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2. FOUNDATION
MAXIMUM WWII
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 Fast Badilic Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
-enpineenlnp ea _fhe gfnpp 1957 -
'H' + 12'
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
I �10
OPTIONAL CHAMFER
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC- GW.GP OR SW.SP
_2j" OUTSIDE FACE
OF OCK TO
VERT
4 OF VERT
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PER SCHEDULE
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