BWFE2019-017278-495 CALLE TAMPICO C� 0 D 'iC[J
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2019-0172
Property Address:
54575 AVENIDA VELASCO
APN:
774283014
Application Description:
STEMMER / 25OLF RETAINING AND 60LF GARDEN WALLS ON PL
Property Zoning:
Application Valuation:
$9,000.00
Applicant:
JOE W STEMMER 1R f__J
42215 WASHINGTON ST #355
PALM DESERT, CA 92211 SED1 2019
• C�iY oF'"f,'x� �u{ts�Pr
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
{commencing with Section 70001 of Division 3 of th Business an Professions Code, and
my License is in full force and effect.
License CI sss: License No.: 7
Date: 111�,1 Contractor: k/6
OWNER-BUILII&R DECLARATION
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 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
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/17/2019
Owner:
JOE STEMMER
54575 AVENIDA VELASCO
LA QUINTA, CA 92253
Contractor:
JOE W STEMMER JR
42215 WASHINGTON ST #355
PALM DESERT, CA 92211
(760)880-3525
Llc. No.: 605857
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:
Carrie Policy Number:_
I certify that in the performance of the work for which this permit is issued, I
shall t employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, i I sho Id become subject to the
workers' compensation provisions of Section 370 of th Labor Cod , shall forthwith
comply Ith those pllovisions.
Date: 1 Applicant:
WARNING: FAILURE TO SECURE WORKER UOMPENSATION 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 sta laws relating ul#dln8
construction, and reby authorize representatives of this ci y tWove
-
mentione grope y for inspection purposes.
Date: Signature (Applicant or Agent}
Date: '`9/17/2019
Application Number:
BWFE2019-0172
Property Address:
54575 AVENIDA VELASCO
APN:
774283014
Application Description:
STEMMER / 250LF RETAINING AND 601-F GARDEN WALLS ON PL
Property Zoning:
Application Valuation:
$9,000.00
Applicant:
JOE W STEMMER JR
42215 WASHINGTON ST#355
PALM DESERT, CA 92211
Owner:
JOE STEMMER
54575 AVENIDA VELASCO
LA QUINTA, CA 92253
Contractor:
JOE W STEMMER JR
42215 WASHINGTON ST #355
PALM DESERT, CA 92211
(760)880-3525
Llc. No.: 605857
Detail: 250LF OF 6' RETAINING AND 60LF OF 6' GARDEN WALL ON PROPERTY LINES, [ANGELUS 5-1.01-Q AND 5-1.61-Q, AND CITY STANDARD FOOTING
OPTION 'B' SPECIFICATIONS] 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. 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$80.05
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$80.05
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$0.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2018: $280.85
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
ta
PERMIT # bW FE 2-01 1 1
PLAN LOCATION:
Project Address: 54575 Ave Velasco
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #: 774-283-014
150' 3' retaining/6' garden wall combo retaining wall
' 1'
Applicant Name: Joe W. Stemmer
60' 6' garden wall
Address: 42215 Washington St, #355
City, ST, Zip: Palm Desert, CA 92211
Telephone: 760-880-3525
Email: jstemmer@dc.rr.com
Valuation of Projec_$9000
Contractor Name: Joe W. Stemmer Jr
New SFD Construction: _
Address:42215 Washington St, #355
Conditioned Space
City, St, Zip palm Desert, CA 92211
Garage
Telephone: 760-880-3525
Patio/Porch
Email: jstemmer@dc.rr.com
Fire Sprinklers
State Lie: 605857 City Bus Lie:763387
Arch/Eng Name: GLS Design
Construction Type: new conventional Occupancy: SFR
Address:74991 Joni Dr. Ste 9
Grading;
City, St, Zip Palm Desert, CA 92211
Telephone: 760-880-3525
Bedrooms:
Stories:
# Units:
Email: jstemmer@dc.rr.com
State Lie: 605857 City Bus Lie:763387
Property Owner's Name: Contractor
New Commercial / Tenant Improvements:
Address:
Total Building SF
City, ST, Zip
Construction Type: Occupancy:
Telephone:
Email'
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
BLOCK CO.. INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 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
6. MASONRY COMPRESSIVE STRENGTH, f'm = 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 A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
6' to 8' High Site Wall
Eccentric Spread Footing
C o 110mph Wit)
Risk Category I
6" Wide CMU
Vr I IUNAL WF
STD. LADI
45 STD FOR
JOINT REINF.
COURSE, AT
COURSE, ANC
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 = 2500psi ® 28 DAYS, UNLESS
6" WIDE (NOS
OTHERWISE REQUIRED BY SOILS REPORT.
GROUT CELLS
w/ REINF.
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 PREHLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
'X' BARS PER
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
SCHEDULE
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
CTR. OF WALI
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
DWLS. TO MA
IS PLASTIC.
VERT. REINF.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF F.G.-
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
WET —SET FIR'
,0. GROUT ALL CELLS WITH REINFORCEMENT. COURSE
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2—#4 CONT.
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1. CONT. CONC.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL
SCHEDULE
'H' MAX.
'X' BARS
16' LONG CMU
18" LONG CMU
'B' MIN.
6'-0"
4348 o.c.
4054"o.c.
2-6
6'—B"
4040"o.c.
4045"o.c.
2'-9"
7_ 4"
4032"o.c.
4 6"o.c.
3'-0'
8'-0"
4024"o.c. I
#4027'o.c-
3'-3"
GHL INC.
ARCHITECTURE , ENGINEERING
228 East eadillo Street Covina, CA 91723
T: 626.938,1595
F: 626.93&0485
_ v✓ww-gFlae.cam
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A,DATE: 09/21/2018
I'EK 5GHEUULE
ESS�O q
G
III EXP. 9-30-20 1
�- C
O IF
FOF l»,F
DATE SIGNED 9-10-18
S-1.1LQ
#16-077
J
]
n
e
J
L
AMBLO
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 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
6. MASONRY COMPRESSIVE STRENGTH, fm = 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.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE. 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
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 = 2500psi 0 28 DAYS, UNLESS
OTHERWISE REQUIRED 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 SLUMPSTOME 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 IWR 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,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST 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.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. 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 DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING WALL SCHEDULE
,H.I
'X' BARS
''Y' BARS
'B' MIN.
'C' MIN.
16" LONG CMU
16" LONG CMU
2-0"
f403=
4®48 o.c.
2'-9
N/A
2'-8"
4032"o.c.
4248"o.c.
3'-0"
N/A
3'-4"
4032"o.c.
I #4048"o.c.
3'-5"
N A
4'-0"
4032"o.c.
I J4048"o.c.
GHL INC.
ARCHITECTURE - ENGINEERING
228 East eadillo Street i Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
_ vvww ghI-ae Com
6' High Wall 2' to 4' Retaining
Heel -in Footing
C o 110mph Wit)
Risk Category I
6"/8" Wide CMU
OPTIONAL WALL CAP -\
6 STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)
JOINT REINF_ AT TOP COURSE, -
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE 0 CTR. —
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
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.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G. - --
WET-SET FIRST ?
COURSE
#4 CONT.
#4 CONT. ® 12"o.c.
CONT. CONC. FTG.
CONC. KEY
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
0
OPTIONAL CHAMFER
BACKFILL-
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
24" OUTSIDE FACE
OF BLOCK TO I:)
4 OF VERT w
x
U
In
N
M
0_1_r_L�t
3" C
12" 12"
B' MIN.
PER SCHEDULE
Q+'OFESsio.
G 'r
�y
C9 7 sin
NO. 85 81 ;
♦c EXP. 9-30-20
Cl V 1
OF CA�1F
DATE SIGNED 9-10-18
S-1.6LQ
#16-077
FOOTING OPTION "A"
A
6• N
r• 8" pli ,
h 24" w:
#4 HORIZONTAL REBAR
(USF BOND BEAM BLOCK)
'4 VERTICAL. REBAR AT 24"
MAX. SPACING
iEBAR IN CENTER OF CELL)
HORIZONTAL RELIAR CONTI
MAX. ABOVE TOP OF IRETAIi
(USE BOND BEAM E31_OCK
+RETAINING PORTION OF W�
8" BLOCK
OUT ONLY CELLS WITH RIEW
'.) - #4 HORIZONTAL RE13ARE
1T TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
STAINING PORTION OF WALL
8" BLOCK
(SOLID GROUT ALL, CELLS)
OMIT HEAD JOINTS
FOR DRAINAGE -
(FIRST COURS(-_ ONLY)
• #4 HORIZONTAL REBARS
r.
I„
#4 REBAR
- AT 24'' SPACING - - — ---
Nvm-I 6•' MIr.4, HOOKS Al END5 ["OR OPTION -P") -
FOOTING OPTION "B"
1
1
MAX
■
MAX
11_'
12"
r
32" -- ---
-
THE FOLLOWING INSPECTIONS ARE REQUIRED: ALL FOOTINGS ADJACENT TO
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED SLOPES TO BE AT LEAST 5' TO
3'' ABOVE AND AWAY FROM THE SURROUNDING EARTH/ DIRT. DAYLIGHT AS SHOWN BELOW,
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.
NOTES: r
f
1) FENCE HEIGHTS ARE REGULATED - CONSUI_TZONING REGULATIONS
BOTTOM
BEFORE BEGINNING CONSTRUCTION, OF °SIN
2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE FOOTIr,G
OBSTRUCTED.
3) ALL REBAR TO BE ASTM SPEC. A61 5, GRADE 40 MINIMUM.
"SEE PAGE 2 FOR ADDITIONAL INFORMATION`
4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM,
5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N,
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
6) NOT DESIGNED FOR SURCHARGE LOADS FROM
VEHICLES OR STRUCTURES,
i
p
Twitn�, ,r�iT QU&M
i0/ `�Vi'�V
DISCLAIMER;
:
ALTERNATE DESIGNS MAY BE POSSIBLE
BLOCK WALL
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS, USE OF THIS STANDARD DESIGN
�t
ATOP 2' RETAINING WALL
IS AT THE USER'S RISK AND CARRIES NO
PI I[�N14 (760) 777-7125
78-495 CALLH TAMPICO
IMPLIED OR INFERRED GUARANTEE AGAINST
Lr1 [,]0I141'A, CIALIFC)NNIA 92"253
FAILURE OR DEFECTS.
FAX (760) 777-7011
Iq/9/2o7•I DI,,Irr.1
IMGr,; 1 OF2
REBAR PLACEMENT
ILLUSTRATION FOOTING OPTION B
(SEEPAGE I FOR SPECIFIC REQUIREMENTS)
(TYPICAL)
FOR THE RETAfNING PORTION OF WALL
1
ALL CELLS TO BE GROUTED I ■.
(TYPICAL) J
FOR NON -RETAINING PORTION OF WALL
ONLY CELLS AND BOND BEAM COURSES
WITH REBAR TO BE GROUTED f '"
(USE GROUT STOP MESH AS APPROPRIATE) •�J
INN<
jjj . •I �I
-l► (TYPICAL)
ALL REBAR SPLICES
24" MIN. OVERLAP
(TYPICAL)
FOOTING OPTION A `ram ALL REBAR SHALL HAVE A
MINIMUM OF 3" CONCRETE COVER
`• AT FOOTINGS
DESIGN PARAMETERS. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
ACTIVE SOIL PRESSURE (PSF) = 30 ,� P�GI
PASSIVE SOIL BEARING (PSF) = 150*Alp
COEFFICIENT OF FRICTION = 0.25 .I
ALLOWABLE SOIL BEARING (PSF) = 1 500 �' BLOCK WALL
WIND = 80 MPH, EXPOSURE C ? `
SEISMIC: ATOP 2' RETAINING WALL
NA=1 .3. Nv= 1 .6, Z=O.A• SOIL PROFILE=SD 79-195 C'ATA.- TAM1°(CO
I'I IUN1 (760) 777-7125
LrA OkIINTA, C•.AJ,II OWIIA 92253
FAX (760) 777-7011 a/o/zui•i cunrntuvrn•nrsvF;w1"n_nrura1r- ,'W.1 2ur2
5'-0'
�C'z1'
5'-0'
,
`
3' retaining combo/
6' garden wall
00WC M LAlDW SHALL HOT EE MOM
TNW V2 RICKS (M W LON R THHAH THE
H161F5T FORK
TOP OF TFE TH�SliOLD
100.50 FT F6
10030 FT F6
r roM P--L— on
--�
!
1-
— — — — — —
—
! 1' retaining combo/ 6' garden wall
I
IL
y
!
RESIDENCECOUMM
�5°OPE
LAMMS SHALL NOT
BE MOM THM ,2WMES%
F. FLOOR 101.5
W LaOt TWIN THE TOP OF
THE Tom
F. GRADE 101.0
:
Joe Stemmer Jr Const.
a!
!.
42215 Washington St. #355
i
Palm Desert, CA 92211
I
job: 54575 Ave Velasco, La Quinta, CA
3' retaining combo
I
9
apn: 774-283-014
6' garden wall
!
!
lot: 4 block 304
o
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o
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