BWFE2023-0212BUILDING PERMIT
DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 04/17/2023
ISSUED DATE: 05/15/2023
Permit Type:
Permit Number:
Property Address:
APN:
Legal Description
Property Zoning:
Valuation:
Wall / Fence
58892 MARBELLA
BWFE2023-0212
764850031
$25,000.00
Owner:Sunrise LQ, LLC
81570 CARBONERAS, LA QUINTA, CA 92253
Applicant:Nolan Sparks
81570 Carboneras, La Quinta, CA 92253
Contractor:Nolan Sparks / 288130
81570 Carboneras, La Quinta, CA 92253
Declaration / Acknowledgement
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors’ State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 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
Contractors’ State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] 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).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors’ State License Law does not apply to an owner of
property who, through employees’ or personal effort, builds or improves
the property, 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 it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors’ State License Law.
As an Owner-Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner-builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
WORKERS’ COMPENSATION DECLARATION (1, 2 or 3)
WARNING: FAILURE TO SECURE WORKERS’ 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.
1) Has and will maintain a certificate of consent to self-insure for workers’
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has 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.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers’ compensation laws of California, and agree that, if should
become subject to the workers’ compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being 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 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. 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.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 11/4/25 5:50 pm Page 1 of 3
Permit Type:
Permit Number:
Property Address:
Wall / Fence
BWFE2023-0212
58892 MARBELLA
BUILDING PERMIT
SUNRISE / 247LF GARDEN AND 55LF RETAINING WALLS *** 247LF OF 6' GARDEN WALL AT NORTH AND SOUTH PROPERTY LINES,
AND EAST FRONT YARD, WITH 55LF OF RETAINING WALL AT WEST PROPERTY LINE [GHANIM ENGINEERING]. THIS PERMIT
EXCLUDES ELECTRICAL INSTALLATIONS PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED
COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2022 CALIFORNIA BUILDING CODES.
Use of Permit
Construction Details
302Total Block Wall LF NoPlanning Only Review
- (BLDG fees are
removed)
Valuation Details
Type Group Sq Ft Value
Financial Information
Fee AmountFee Amount PaidInvoice No.
PERMIT-BWFE2023-021
2
$87.55 WALL/FENCE - EA ADDITIONAL 50LF $87.55
$8.00 TECHNOLOGY ENHANCEMENT FEE $8.00
$11.00 RECORDS MANAGEMENT FEE $11.00
$1.00 BSAS SB1473 FEE $1.00
$72.95 WALL/FENCE - FIRST 100LF PC $72.95
$58.36 WALL/FENCE - FIRST 100LF $58.36
$238.86 $238.86 Total for Invoice PERMIT-BWFE2023-0212
Grand Total for Permit $238.86 $238.86
Workflow / Inspections
Workflow Step / Action Name Action Type Start Date End Date
Inspections v.1 04/17/2023 0:00 04/15/2024 12:06
BOND BEAM v.1 Inspection
Plan Check v.1
Building Review (1 Day) v.1 Receive Submittal
Issue Permit v.1
Contractor / Owner-Builder Information v.1 Generic Action
Verify & Invoice Fees v.1 Generic Action
Issue Public Works Permit v.1 Create Report
Wall / Fence Inspections v.1
Bond Beam v.1 Inspection
Footing v.1 Inspection
Rough Electrical v.1 Inspection
Underground Electrical v.1 Inspection
Underground Plumbing v.1 Inspection
Final Inspections v.1 04/15/2024 0:00 04/16/2024 11:08
Final Wall / Fence v.1 Inspection 04/15/2024 0:00 04/16/2024 11:08
Printed: 11/4/25 5:50 pm Page 2 of 3
Permit Type:
Permit Number:
Property Address:
Wall / Fence
BWFE2023-0212
58892 MARBELLA
BUILDING PERMIT
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
Inspections
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
Certificate of Occupancy
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Service Utilities
Printed: 11/4/25 5:50 pm Page 3 of 3
5/7/2023
BWFE2023-0212 - 58892 MARBELLA
SUNRISE / 247LF GARDEN AND 55LF RETAINING WALLS
247LF OF 6' GARDEN WALL AT NORTH AND SOUTH PROPERTY LINES,
AND EAST FRONT YARD, WITH 55LF OF RETAINING WALL AT WEST
PROPERTY LINE [GHANIM ENGINEERING]. THIS PERMIT EXCLUDES
ELECTRICAL INSTALLATIONS PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. 2022 CALIFORNIA BUILDING
CODES.
05/11/2023
WALL REINF.
VERT. CORNER
BAR TO MATCH
SIZE OF VERT.
LOCATION OF VERT. & HORIZ.
SEE WALL DETAILS FOR SIZE &
REINF. IN WALL
#4 BAR TO MATCH
SPACING OF HORIZ.
WALL REINF.
2'
-
0
"
2'-0"
SEALANT W/ BACKING ROD,
FOR REINF., TYP.
SEE WALL SECT.
TYP. EA. SIDE OF JOINT
NOTES:
SHOWN EXCEPT BARS @ TOP
OF WALL; TOP BARS SHALL
BE CONTINUOUS THRU JOINT
( LOCATION OF CONTROL JOINTS )
NEAR WALL INTERSECTIONS
AT REGULAR INTERVALS NOT TO EXCEED 40'-0"
AT PILASTERS
PLAN DETAIL
2.
3.
1.
B
TOP BARS
SEE WALL
SECTIONS
B
TOP OF WALL ELEVATION
CUT ALL HORIZ. BARS AS
A
2"
CL.
2"
CL.
3
8" EXPANSION
JT. AS OCCURS
2"
CL.
2"
CL.
SE
E
WA
L
L
SE
C
T
I
O
N
S
VERT. BARS EA. SIDE OF JOINT
CONTINUOUS
SCOPE OF WORK:
LIMITED TO STRUCTURAL SITE WALL DESIGN AND DETAILING
FOR CONSTRUCTION OF:
1.ONE (1) FREESTANDING CMU WALL
2.ONE (1) FREESTANDING CMU PILASTER
REFERENCES
THE WORK IS BASED ON THE INFORMATION SET FORTH IN
THE FOLLOWING REFERENCES.
GEOTECHNICAL INVESTIGATION: SLADDEN ENGINEERING,
PROJECT No. 544-18139,
FEBRUARY 19, 2020.
S-DT0003
12
Ø
(
1
2
"
m
i
n
.
)
U.
N
.
O
.
4"Ø" - 21
2" min
LAP IN MASONRY PER
CONSTRUCTION NOTE 1
(24"min.)
36Ø LAP IN CONCRETE
(18"min.)
LAP AND OFFSET
'D'=8d FOR #9 BAR AND LARGER
'D'=6d FOR #8 BAR AND SMALLER
"D"
BAR BENDS
"D"
4"
STIRRUP OR TIE
"
Ø
"
"D""D"
TYPICAL MASONRY WALL STEPPED FOOTING 2
TYPICAL REINFORCING 1
TYPICAL EXPANSION JOINT 3
CMU WALL INTERSECTION 4
DRAINAGE BLOCK-OUT 5
REBAR LOCATION DETAIL 6
STRUCTURAL NOTES -
4"4"
CONT. FTG.
GENERAL
1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND
SPECIFICATIONS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL
TRADES AND SHALL CHECK ALL DIMENSIONS BEFORE COMMENCING WORK AND
REPORT ANY DISCREPANCIES.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING
CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS
DURING CONSTRUCTION. SAFETY AND BRACING REQUIREMENTS SHALL BE IN
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL OF THE
GENERAL PROVISIONS OF IBC CHAPTER 33 FOR ALL BUILDING AND SITE WORK,
DEMOLITION AND CONSTRUCTION.
5.IN ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN
STRUCTURAL SPECIFICATIONS AND NOTES ON THE DRAWINGS OR BETWEEN GENERAL
NOTES AND SPECIFIC DETAILS, THE ENGINEER OF RECORD SHALL BE NOTIFIED AND HE
WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS PRIOR TO INSTALLATION
OF THAT PORTION OF WORK.
6.SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY
PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK
SHOWN ON THE DRAWINGS.
7.PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS, OR
WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL
MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN
PRIOR WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.
8.LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR
OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. IDENTIFY AND LOCATE
ANY SUBTERRANEAN UTILITIES PRIOR TO ANY EXCAVATION.
9.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF
CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER NOR
ARCHITECT/ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS.
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS.
10.PROPRIETARY COMPONENTS, MATERIALS, CHEMICAL, EPOXY AND WEDGE ANCHORS
AND SHOT PINS SHALL BE EXACTLY AS CALLED FOR IN THESE DRAWINGS. ANY
DEVIATIONS SHALL BE APPROVED OR DISAPPROVED BY THE ENGINEER OF RECORD AT
THE EXPENSE OF THE ENTITY REQUESTING THE SUBSTITUTION PRIOR TO
INSTALLATION.
11.THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COORDINATION AND
ASSEMBLY OF ALL PARTS OF THE CONSTRUCTION DEPICTED HEREIN. THE
CONTRACTOR SHALL PERFORM ANY CONSTRUCTABILITY REVIEW OR COORDINATION
DRAWINGS NECESSARY TO IDENTIFY CONSTRUCTABILITY PROBLEMS PRIOR TO
CONSTRUCTION.
GEOTECHNICAL NOTES:
1.GEOTECHNICAL INVESTIGATION: SLADDEN ENGINEERING, PROJECT No. 544-18139,
FEBRUARY 19, 2020.
2.FOUNDATION MATERIAL: APPROVED FILL PER GEOTECHNICAL INVESTIGATION.
3.MINIMUM FOUNDED DEPTH OF FOOTINGS:
BELOW ROUGH PAD GRADE 12"
BELOW LOWEST ADJACENT FINISHED GRADE 12"
4.FOUNDING OF FOOTINGS & SLABS: ON APPROVED COMPACTED SOILS AS NOTED IN
GEOTECHNICAL INVESTIGATION.
CONCRETE AND REINFORCING NOTES (CODE CHAPTER 19):
1.CONTRACTOR TO PROVIDE CONCRETE MIX DESIGNS FROM AN APPROVED
LABORATORY OR FROM THE CONCRETE SUPPLIER PREPARED UNDER THE
SUPERVISION OF, SIGNED, AND SEALED BY A CALIFORNIA REGISTERED ARCHITECT,
CIVIL OR STRUCTURAL ENGINEER.
2.REINFORCEMENT:
A)DETAILING, FABRICATION AND PLACING: SHALL CONFORM TO ACI315 AND ACI318.
CERTIFICATION AND TESTING OF REINFORCING STEEL SHALL BE IN ACCORDANCE
WITH THE PROVISIONS OF ASTM STANDARDS.
B)MINIMUM CONCRETE COVER:
CAST AGAINST & EXPOSED TO EARTH 3"
EXPOSED TO EARTH OR WEATHER 2"
NOT EXPOSED TO WEATHER OR IN CONTACT
WITH GROUND:
SLABS, WALLS, JOISTS 3/4"
BEAMS, COLUMNS (TIES, STIRRUPS, SPIRALS)1-1/2"
C)CHAIRS, SPACERS AND AND PLATES: AS REQUIRED TO MAINTAIN CONCRETE
COVER.
D)VERTICAL REINFORCEMENT: SHALL BE DOWELED TO SUPPORTING MEMBERS WITH
THE SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN IN THE DRAWINGS
AND GENERAL NOTES.
E)SPACING: CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT IN A LAYER
SHALL NOT BE LESS THAN 1-1/2 TIMES THE NOMINAL DIAMETER OF THE
REINFORCEMENT, OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR LESS THAN
1-1/2".
F)TACK WELDING, WELDING, HEATING OR CUTTING OF BARS: NOT PERMITTED UON.
G)SPLICES (STANDARD LAPS): AS SCHEDULED, 40 DIAMETERS OR 24 INCHES
WHICHEVER IS GREATER UON ON DRAWINGS. STAGGER BOTTOM SPLICES AT
LEAST 5'-0" FROM SPLICES IN OTHER BOTTOM REINFORCEMENT. STAGGER
SPLICES FOR TOP REINFORCEMENT SIMILARLY.
3.PIPES, SLEEVES AND DUCTS: NOT TO BE PLACED IN WALLS, BEAMS, SLABS, FOOTINGS
OR COLUMNS UNLESS SPECIFICALLY DETAILED.
4.ADMIXTURES: REVIEWED BY THE ENGINEER OF RECORD. CALCIUM CHLORIDE OR
ADDED CHLORIDES ARE NOT PERMITTED. FLY ASH SHALL NOT BE PERMITTED IN
CONCRETE MIXTURES.
5.CONSTRUCTION JOINTS: ACI 360R, 1/4-INCH AMPLITUDE MINIMUM OR KEYED JOINTS
PER PLAN. LOCATION OF JOINTS TO BE REVIEWED BY THE ENGINEER OF RECORD
PRIOR TO PLACEMENT OF REINFORCEMENT.
6.CONCRETE CURING: ACI 302.1R. CONCRETE SHALL BE MAINTAINED IN A MOIST
CONDITION FOR A MINIMUM OF FIVE DAYS AFTER ITS PLACEMENT. FOR CONCRETE
OTHER THAN SLAB ON GRADE, APPROVED CURING COMPOUNDS MAY BE USED IN LIEU
OF MOIST CURING, IF APPROVED BY THE OWNER AND ARCHITECT.
7.VIBRATION: ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS
IN ACCORDANCE WITH GENERAL PROVISIONS OUTLINED IN ACI 309R.
REBAR CMU FACE SHELL
CLEAR DIMENSION
RETAINED
EARTH
RETAINING
WALL
℄ DIMENSION
CONSTRUCTION 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, UIO. SEE DETAIL
2.JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD-DRAWN STEEL WIRE
CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3.PROVIDE NORMAL WEIGHT CONCRETE (145 PCF) WITH PROVEN SHRINKAGE
CHARACTERISTICS OF LESS THAN 0.05%, ATTAINING MINIMUM COMPRESSIVE
STRENGTH OF 2,500 PSI AT 28 DAYS.
4.CONCRETE MUST BE CAST DIRECTLY AGAINST UNDISTURBED SOIL, UIO BY SOILS
REPORT.
5. PROVIDE MASONRY UNITS OF MEDIUM WEIGHT CLASSIFICATION COMPLYING WITH
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.
6.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. MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2000psi.
7.GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi.
8.FIRST COURSE MAY BE WET-SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC.
9.CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL
CONTINUITY OF THE CELLS U.N.O.
10.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 SEE DETAIL
11.GROUT ALL CELLS WITH REINFORCEMENT U.I.O.
12.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.
13.FOR TYPICAL REINFORCING AT WALL INTERSECTIONS SEE DETAIL
14.FOR TYPICAL FOOTING STEP SEE DETAIL
15.FOR TYPICAL DRAINAGE BLOCK-OUT SEE DETAIL
16.CLEAR (CLR.) OR CENTERLINE WHERE REFERENCED TO VERTICAL REINFORCING PER
DETAIL
17.RETAINING WALL BACKFILL SHOULD CONSIST OF SANDY SOILS THAT MUST MEET AT
LEAST ONE OF THE FOLLOWING CRITERIA:
A. A SAND EQUIVALENT (SE) OF 30 OR GREATER PER CALIFORNIA TEST METHOD (CTM)
217, OR
B. A MAXIMUM OF 35 PERCENT FINES (PASSING THE NO. 200 SIEVE) PER AMERICAN
SOCIETY FOR TESTING AND MATERIALS (ASTM) D 421/422 AND AN EXPANSION INDEX
OF 20 OR LESS.
RETAINING WALL BACKFILL SHOULD ALSO BE LIMITED TO FILL MATERIAL NOT
EXCEEDING 3 INCHES IN GREATEST DIMENSION. SEE GEOTECHNICAL INVESTIGATION
FOR ADDITIONAL RECOMMENDATIONS.
18.SEE SOILS REPORT FOR THE HORIZONTAL LIMITS OF SAND BACKFILL REQUIRED.
19. WALLS HAVE NOT BEEN DESIGNED FOR SURCHARGE RESULTING FROM VEHICULAR
TRAFFIC OR ADJACENT FOOTINGS U.I.O.
20. EXCAVATION FOR WALL/ FOUNDATION SHALL NOT UNDERMINE ANY ADJACENT
STRUCTURES. TEMPORARY SHORING AND STABILIZATION OF ADJACENT STRUCTURES
SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED
1
-
2
-
2
-
5
-
4
-
6
-
1'
-
0
"
MI
N
.
ST
E
P
6"
O
R
8
"
PE
R
C
M
U
BL
K
.
H
T
.
3" CLR.
TYP.
.
1'-0"
STEP
STEPSTEP
CMU WALL PER DETAILS
(TYP. REINF. NOT SHOWN
FOR CLARITY)
ALIGN CONTROL JOINT AT
STEP WHERE OCCURS
40'-0"o.c. MAX.
DOWELS AND DROP-IN BARS
AT CELL EACH SIDE OF STEP
AND CONTROL JOINT TYP.
TOP BARS WHERE
OCURRING
#4 HORIZ. CONT.
w/ 24" MIN. LAP
FINISHED GRADE
FRONT FACE
WALL FOOTING
CHANGE OF WALL
THICKNESS TYP.
CHANGE OF WALL HEIGHT
& FOOTING SIZE TYP.
LAYOUT LINE
MASONRY CAP TYP.
WHERE OCCURRING
EXTEND CAULKING
6" MIN. BELOW FINISH
GRADE TYP.
EXPANSION JOINT
WHERE OCCURRING
PLACE AT 40'-0"o.c. MAX.
EXPANSION JOINT
WHERE OCCURRING
TYPICAL WALL ELEVATION - MASONRY CONSTRUCTION
TYPICAL WALL PLAN - MASONRY CONSTRUCTION
3B
-
TYP.
STRUCTURAL STEEL
1.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS.
PLATES AND BARS - ASTM A36, Fy=36 ksi, Fu=58 ksi.
2.FASTENERS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING
SPECIFICATIONS.
NUTS - ASTM A563.
WASHERS - ASTM F436.
THREADED RODS - ASTM F1554, GRADE 36.
SITE WALLS
STANDARD DETAILS
S-0
DESIGN CRITERIA:
1.DESIGN CRITERIA PER 2022 CBC AND GEOTECHNICAL RECOMENDATIONS
2.ALLOWABLE SOIL BEARING PRESSURE = 1800 PSF (WITH INCREASE PER SOILS REPORT)
3.ALLOWABLE SOIL PASSIVE PRESSURE = 250 PCF
4.COEFFICIENT OF FRICTION = 0.40
5.LEVEL ACTIVE PRESSURE = 35 PCF
6.AT-REST PRESSURE = 55 PCF
7.MASONRY COMPRESSIVE STRENGTH, f'm = 2000 PSI. SPECIAL INSPECTION NOT
REQUIRED PER CBC SECTION 1704.2 EXCEPTION 2, 'U' OCCUPANCY.
LOADING:
1.SEISMIC, 5% DAMPING @ 1 SECOND
ACCELERATION Cs= 0.800Wt.
2.DESIGN WIND = EXP. C @ 110 MPH
GATE JAMB DETAIL 7-
SHEET INDEX
S-0: STANDARD DETAILS / STRUCTURAL NOTES
S-5.0:STRUCTURAL WALL DETAILS
2 - DWLs. @ EA.
SIDE OF BLOCK-OUT
w/ 2 - DROP-IN
BARS, MATCH SIZE
OF TYP. REINF.
8"x8" BLOCK-OUT
SPACED @32" O.C. MIN.
NOTE:
FOR SIDEYARD
RETURN WALLS
WHERE DRAINAGE
SWALE OCCURS,
A 1/2 BLK. MAY BE
LEFT OUT AT
SWALE GRADE.
PROVDE DWL. &
DROP-IN BAR ON
EA. SIDE OF THE
1/2 BLK. DRAIN AS
SHOWN.
MASONRY WALL SYSTEM
CMU FREE-STANDING FENCE WALL
ELEVATION
1'-4"TYP. CMU WALL
& FTG. PER
1
S-5.0
10"
8"
PROJECT DESCRIPTION:
OWNER:
ENGINEER OF RECORD:
898 N. FAIR OAKS AVE. STE. F
PASADENA, CA 91103
626.407.2224 GSE JOB #: 23-081
SITE WALLS
THIS DRAWING IS THE SOLE
PROPERTY OF GSE AND IS INTENDED
FOR USE ONLY FOR THE PROJECT
LISTED IN THE TITLE BLOCK. THIS
DOCUMENT AND CONTENTS MAY NOT
BE REPRODUCED, CHANGED OR
COPIED IN ANY FORM OR ASSIGNED
TO ANY THIRD PARTY WITHOUT
WRITTEN PERMISSION BY GSE
SHEET TITLE:
SHEET NUMBER:
DRAWN BY: D.E. HYLTON
PROJECT NUMBER: 23-081
DATE: 05 / 05 / 2023
AN
D
A
L
U
S
I
A
58
8
9
2
M
A
R
B
E
L
L
A
LA
Q
U
I
N
T
A
,
C
A
2'-8" SQ.
2 - #4 VERT. DOWELS
AND DROP-IN BARS EA.
SIDE OF GATE. SOLID
GROUT CELLS
4 - #4 EA. WAY
AT BOTTOM
12"x8" CONT.
FTG. THROUGH
GATE OPENING
TYP. FTG. REINF.
3'-6" MAX.
GATE OPENING
3" CLR.
TYP.
05/11/2023
SITE WALLS
WALL DETAILS
S-5.0SEE SHEET S-0 FOR STANDARD NOTES AND DETAILS.
6" CMU WALL 1N.T.S.
MASONRY WALL SYSTEM
FREE-STANDING 6" CMU FENCE WALL
TRENCH FOOTING
'H
'
M
A
X
.
PE
R
S
C
H
E
D
U
L
E
4"
MI
N
.
'D
'
M
I
N
.
PE
R
S
C
H
E
D
U
L
E
3"
C
L
R
.
TY
P
.
8"
CONT.
6" WIDE (NOM.) CMU.
GROUT CELLS w/ REINF.
DWLS. TO MATCH VERT.
REINF. LAP 24" MIN.
F.G.
WET-SET FIRST COURSE
PER CONSTRUCTION NOTE 8
#4 CONT. T&B
CONT. CONC. FTG.
'X' BARS PER SCHEDULE
AT CTR. OF WALL
OPTIONAL WALL CAP
#6 STD. LADDER TYPE
(#5 STD. FOR SLUMPSTONE)
REINF. AT TOP COURSE, AT
FIRST COURSE, AND 16" O.C.
#4 CONT. @12" O.C.
MASONRY WALL SCHEDULE
'H' MAX.'X' BARS'D' MIN.
2'-4"#4@32" O.C.6'-8"
1'-7"#4@48" O.C.4'-0"
DETAIL -
DETAIL -
DETAIL -
DETAIL -
16" CMU PILASTER 2N.T.S.
ANGELUS BLOCK MASONRY WALL SYSTEM
CMU FREE-STANDING PILASTER
SPREAD FOOTING
12
"
MI
N
.
A
4'
-
0
"
M
A
X
.
16" SQ. (NOM.)
CMU PILASTER,
SOLID GROUT
DWLS. TO MATCH VERT.
REINF. LAP 24" MIN.
3"3"OUTSIDE FACE
OF BLOCK TO
℄ OF VERT
OUTSIDE FACE
OF BLOCK TO
℄ OF VERT
4 - #4 VERT. BARS
F.G.
WET-SET FIRST COURSE
PER CONSTRUCTION NOTE 8
12
"
MI
N
.
2'-9" SQ. MIN.
.
3" CLR.
TYP.
CONC. FTG.
4 - #4 EA. WAY
AT BOTTOM
#3 TIES PER
ELEVATION
A
'W'=16" SQ.
16x8x16 or 16x6x16 (NOM.)
CMU PILASTER
3" CLR.
TYP.
PILASTER SECTION
4 - #4 VERT. BARS
.
OPTIONAL WALL CAP
#3 TIES @ TOP COURSE,
AT FIRST COURSE, AND
16" O.C.
EQ.EQ.
SEE SHEET S-0 FOR STANDARD NOTES AND DETAILS.
PROJECT DESCRIPTION:
OWNER:
ENGINEER OF RECORD:
898 N. FAIR OAKS AVE. STE. F
PASADENA, CA 91103
626.407.2224 GSE JOB #: 23-081
SITE WALLS
THIS DRAWING IS THE SOLE
PROPERTY OF GSE AND IS INTENDED
FOR USE ONLY FOR THE PROJECT
LISTED IN THE TITLE BLOCK. THIS
DOCUMENT AND CONTENTS MAY NOT
BE REPRODUCED, CHANGED OR
COPIED IN ANY FORM OR ASSIGNED
TO ANY THIRD PARTY WITHOUT
WRITTEN PERMISSION BY GSE
SHEET TITLE:
SHEET NUMBER:
DRAWN BY: D.E. HYLTON
PROJECT NUMBER: 23-081
DATE: 05 / 05 / 2023
AN
D
A
L
U
S
I
A
58
8
9
2
M
A
R
B
E
L
L
A
LA
Q
U
I
N
T
A
,
C
A
DETAIL -
DETAIL -
DETAIL -
DETAIL -
05/11/2023
05/11/2023
05/11/2023
05/11/2023