BWFE2024-0041DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Wall / Fence
Permit Number:
BWFE2024-0041
Property Address:
80378 SEGOVIA VIEW WAY
APN:
766150040
Legal Description
Lot 75 MB 411/23 TR 31249
Property Zoning:
RL, 75
Valuation:
$14,000.00
BUILDING PERMIT
PHONE (760) 777-7125
�� WWW.LAQUINTACA.GOV
APPLIED DATE: 02/02/2024
eca QISSUED DATE: 02/05/2024
CALIFORNIA
Owner: Jessica Nicholas
310 Commerce, Suite 150, Irvine, CA 92602
Applicant: Jessica Nicholas
310 Commerce, Suite 150, Irvine, CA 92602
Contractor: Gavin Percy / 818129
310 Commerce, Suite 150, IRVINE, CA 92602
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: 2/5/24 9:09 pm Page 1 of 3
1-31111111]1Z"a4 N IT, lIII I
Permit Type: Wall / Fence
Permit Number: BWFE2024-0041
Property Address: 80378 SEGOVIA VIEW WAY
24 LF GARDEN WALL W/ SPREAD FOOTING.
91 LF GARDEN WALL W/ TRENCH FOOTING.
81 LF FENCE W/ TRENCH FOOTING.
Type Group Sq Ft Value
Invoice No. Fee
Fee Amount
Amount Paid
INV -00004222 Block Wall - Each Additional 50 LF
Garden Wall Linear
115
Engineering
Other (Attach Detail)
Total Block Wall LF
115
F000tage
$7.85
$7.85
Digital Archiving and Records Management Fee - OTC
Other fence Linear
81
Zoning
RL
General Plan
LDR
Footage
$61.02
$61.02
Technology Enhancement Fee
City Limits
Within La Quinta Limits
Subdivision Name
TR 31249
Lot Number
75
Lot Size
1348.47
Centerlines
96869
Legal Description
Lot 75 MB 411/23 TR
$321.76
Grand Total for Permit
$321.76
$321.76
31249
Type Group Sq Ft Value
Invoice No. Fee
Fee Amount
Amount Paid
INV -00004222 Block Wall - Each Additional 50 LF
$18.31
$18.31
Fence - First 100 LF PC
$76.89
$76.89
Credit Card Convenience Fee
$7.85
$7.85
Digital Archiving and Records Management Fee - OTC
$12.00
$12.00
Block Wall - First 100 LF PC
$76.28
$76.28
Block Wall - First 100 LF
$61.02
$61.02
Technology Enhancement Fee
$8.00
$8.00
Fence - First 100 LF
$60.41
$60.41
Building Standards Administration
$1.00
$1.00
Total for Invoice INV -00004222
$321.76
$321.76
Grand Total for Permit
$321.76
$321.76
Workflow Step / Action Name
Action Type
Start Date
End Date
Plan Check v.1
02/05/2024 0:00
02/05/2024 12:16
......... ......... ......... ..................
Building Review (1 Day) v.1
Receive Submittal
......... .........
02/05/2024 0:00
....................................
02/05/2024 12:16
Permit Issuance v.1
02/05/2024 12:18
02/05/2024 13:09
...................................................................................................................................................................................................................................................................................................................................
Contractor/ Owner -Builder Information v.1
................................................................................................................................
Generic Action
................ ..........
02/05/2024 12:18
...................................................................................................................................................................................................................................................................................................................................
Verify & Invoice Fees v.1
Generic Action
.............. ........
02/05/2024 12:18
.........................................................................................
Ready to Issue v.1
Generic Action
................ ..........
02/05/2024 12:18
.......................................................................................................................................................
Verify Fee Payment & Issue Permit v.1
Generic Action
................ ..........
02/05/2024 13:09
....................................................................................................................................................................._
Print, Attach, and Email Building Permit v.1
Create Report
02/05/2024 13:09
................ ..........
02/05/2024 13:09
Wall / Fence Inspections v.1
........ ......... ......... ......... ......... ......... .........
Footing v.1
Inspection
.... ....
........ ......... ......... ......... ......... ......... ......... .........
Bond Beam v.1
Inspection
Final Inspections v.1
Printed: 2/5/24 9:09 pm Page 2 of 3
Permit Type: Wall / Fence
Permit Number: BWFE2024-0041
Property Address: 80378 SEGOVIA VIEW WAY
1-3111111111]1Z"a4 N IT, IkI
Inspection
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.
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.
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.
Printed: 2/5/24 9:09 pm Page 3 of 3
6' ORCO STANDARD
CMU SITE WALL W/
TRENCH FOOTING
91 L.F.
6' ORCO STANDARD
CMU SITE WALL W/
SPREAD FOOTING
10 L.F.
4Q-0 4R'V4.
BWFE20240041
CI TY OF LA QU N TA
BU LEI NGoM9CN
REM EVED FCR
CCCE CCPRLI M CE
ORCO CMU + T. S. Taylor Tuvell oma: 02/05/2024
FENCE W/ TRENCH I
FOOTING 125LF 6' ORCO STANFARD AND
81 L.F. 81 LF ORCO CMU + T.S FENCE
[ORCO SPECIFICATIONS]
- - � PRECISION CONCRETE BLOCK
=i SHALL BE COVERED WITH
L STUCCO, PAINT, OR TEXTURED
-t
COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. 2022
CALIFORNIA BUILDING CODES.
GARDEN WALL
PER LOT 74
LOT 75
PLAN 3C(R)
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- -
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A
3-
SEGOVIA VIEW WAY
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BEAZER
HOMES
MSA CONSULTING, INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinglnc.com (@
6' ORCO STANDARD
CMU SITE WALL W/
SPREAD FOOTING
14 L.F.
CANTERA * CORAL MOUNTAIN OCTOBER 2022
WALL EXHIBITS LOT AREA
10,001 SF
80-378 SEGOVIA VIEW WAY
LA GUINTA, CA 92253 SCALE 1'=20'
TRACT 31249, LOT 75, PLAN 3C (R)
ORCO CMU SITE WALLS W/ SPREAD FOOTING
FOR 110 MPH 3 SEC. GUST Cad EXP C
REBAR NOTE:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH
WALL RETURNS & CONTROL JOINTS.
• PROVIDE DOWEL & DROP-IN BAR ACCORDING TO DETAIL
AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND
@ WALL HEIGHT CHANGES.
O
N
ORCO 6616 OR 6816 CMU
GROUTED ONLY @ VERT STEEL
#4 - DROP-IN BAR @ 16" O/C
@ CENTER OF CMU
#6 STD JOINT REINFORCEMENT
@ 12" O/C FOR 6616 CMU
@ 16" O/C FOR 6816 CMU
#4 DOWEL @ 16" O/C
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP.
SETBACK:
AT LEAST THE SMALLEST OF
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #ZA
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 1 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5 REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAV CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20'01C.
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
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ORCO CMU SITE WALLS W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
CAP UNIT
ORCO 6616 OR 6816 CMU
GROUTED ONLY @ VERT STEEL
#4 DROP-IN BAR @ 16" O/C
@ CENTER OF CMU
NOTE:
PROVIDE #4 DOWEL & #4 DROP-IN
BAR AT EACH SIDE OF CONTROL
JOINTS, ENDS OF WALLS AND @
WALL HEIGHT CHANGES
#6 STD JOINT REINFORCEMENT
@ 12" O/C FOR 6616 CMU
@ 16" O/C FOR 6816 CMU
NOTE:
FOR SIDEYARD RETURN WALLS WHERE
DRAINAGE SWALE OCCURES, A 1/2 BLOCK
MAY LEFT OUT @ SWALE GRADE. PROVIDE
#4 DOWEL AND #4 DROP-IN BAR ON EACH
SIDE OF THE 1/2 BLOCK DRAIN.
#4 DOWEL @ 16" O/C
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP.
ti
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ry
2
1 MAX.
•
#4 HORZ. CONT.
v @ 12" O/C,
M
SETBACK:
8" AT LEAST THE SMALLEST OF
CONTT, H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #1B
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL . GRADE 60
6. MASONRY COMPRESSION STRENGTH, f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE Il/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAYBE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20'01C.
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ORCO 12" SQ. PILASTER
FOR 110 MPH 3 SEC. GUST @a EXP C
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + i INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @a 28 DAYS.
5. REINFORCING STEEL: GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
N
CAP UNIT
ORCO 12612
PILASTER CMU
SOLID GROUTED.
SEE DIAGRAM
BELOW
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90,
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A STACK BOND PATTERN.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAV CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
#4 VERT. FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
DROP-IN BAR WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTINGAP .
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
#4 DOWEL W1 24" MIN.
EXTENSION INTO CMU
J
v
M
EQUAL
•
#4 HORZ. @ 9" 0/C
EACH WAY .3 -O
SQUARE FOOT/NG
NOTE:
ONLY RUN WALL FOOTING
HORIZONTAL REINFORCEMENT
THROUGH PILASTER FOOTING,
WHEN INTERSECTING.
DETAIL #2
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER WHERE
INTERSECTION BLOCK WALLS OCCUR.
12"
ORCO 12612
PILASTER CMU
z (SOLID GROUTED)
F
v
2
1 MAX. N
SETBACK:
AT LEAST THE SMALLEST OF
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
#4 VERTICAL
(AS SHOWN)
PILASTER CROSS
SECTION DETAIL
NOT TO SCALE
BEAZER HOMES
CANTERA L7a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
ORCO CMU + T. S. FENCE W/ SPREAD FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #3
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
GENERAL NOTES.
ry
1.
CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
AT LEAST THE SMALLEST OF
Z-2"
M
NORMAL WEIGHT.
�i
2.
CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
k O
C 150 TYPE II/V. Fc = 2500 PSI
m
3.
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
U
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
0
4.
REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
ti
IT IS LOCATED.
p
m
5.
CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
N
W
VERTICAL CONTINUITY OF THE CELLS UNO.
W ti
6.
ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
Z
GROUTED.
#4 HORZ. CONT. @
V-1
I� W
7.
TOP BOND BEAM
USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
tzz
(OR z " PENCIL RODS).
8.
GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
Q.
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
W
#4 DOWEL @ O/C
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
@CENTER OF CMU
WITHOUT SEGREGATION OF THE CONSTITUENTS.
U)
9.
BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
k
W
U >
10"
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
>
#4 HORZ CONTT, 10.
FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
'
O Z
@ 24" O/C
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
M
O
O O
11.
FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
jEQUAL
EQUAL
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
•
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12.
MAXIMUM CONTROL JOINT SPACING: 20'01C.
•
(4) #4 HORZ.
CONT. AS SHOWN
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #3
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ry
SETBACK:
AT LEAST THE SMALLEST OF
Z-2"
M
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #3
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
W
9,
I
ORCO CMU f T.S. FENCE W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
DESIGN CRITERIA PER THE 2021 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE 111V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
#4 HORZ CONT.
@ 24" O/C
•
2
1 MAX.
• #4 HORZ. CONT.
@ 10" O/C
•
3" CLR,
SETBACK:
10„ AT LEAST THE SMALLEST OF
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #3B
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20'01C.
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
5.
CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
#4 HORZ. CONT. @a
TOP BOND BEAM
6.
ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
(OR "'PENCIL PENCIL RODS).
GROUTED.
Z
USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8.
GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
#4 DOWEL @ 32" O/C
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318" PEA
@ CENTER OF CMU.
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
#4 HORZ CONT.
@ 24" O/C
•
2
1 MAX.
• #4 HORZ. CONT.
@ 10" O/C
•
3" CLR,
SETBACK:
10„ AT LEAST THE SMALLEST OF
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #3B
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20'01C.
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ORCO 6' HIGH WALL W/ RETAINING & SPREAD FOOTING
FOR 110 MPH WIND 3 SEC. GUST @a EXP C
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 & 4 OF THE
MASONRY STEM.
CAP UNIT
ORCO 6616 CMU
GROUTED ONLY @ VERT STEEL
DESIGN CRITERIA PER THE 2012 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @a 28 DAYS.
5. REINFORCING STEEL: GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
#4 HORZ. CONT.
@24"OIC—
N U
M
U 7' TO DAYLIGHT
6"
LEVEL BACKFILL COMPACTED
TO MIN. 90% COMPACTION
PER ASTM 1557-D
-I I liiil I Iiiil I II
�1"CLR.
�— D' DOWEL
4"DIA. SDR 35 PERF PIPE
W11FT WIDE OF 4"
GRAVEL WRAPPED W1
MIRAFI 140N FILTER
FABRIC TO WITHIN 1FT OF
FG - SLOPE TO DRAIN.
O WATERPROOF BACKSIDE
OF RETAINING WALL.
2" CLR.
• \ • EBAR
#4 HORZ. CONT. @
12" 12" 01C AS SHOWN
B'
NOTE: DIMENSIONS ARE NOT TO SCALE.
'A
'B'
GENERAL NOTES:
'D' DOWEL
'E' BAR
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
2'-6"
N/A
#4 DROP-IN BAR @32" O/c NORMAL WEIGHT.
#4@32" 0/C l8"
PROVIDE 24" LAP INTO 8" CMU.
8"
2, CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112 PARTS
3'-0"
2'-9"
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
#4@l6" 0/C 45"
#4@16" 0/C 21-
/"8"J
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
QC
150 TYPE II/V. Fc = 2500 PSI
6" F
4'-0"
#6 STD JOINT
4"
#4@16" O/C 57"
REINFORCEMENT
@ 12" OIC 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
8„
8„ F
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
3'-6"
7"
NOTE: PROVIDE #4 DOWEL & 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
#4@8" 0/C 30"
#4 DROP-IN BAR AT EACH IT IS LOCATED.
8„
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HEIGHT CHANGES 5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
#4 HORZ. CONT.
@24"OIC—
N U
M
U 7' TO DAYLIGHT
6"
LEVEL BACKFILL COMPACTED
TO MIN. 90% COMPACTION
PER ASTM 1557-D
-I I liiil I Iiiil I II
�1"CLR.
�— D' DOWEL
4"DIA. SDR 35 PERF PIPE
W11FT WIDE OF 4"
GRAVEL WRAPPED W1
MIRAFI 140N FILTER
FABRIC TO WITHIN 1FT OF
FG - SLOPE TO DRAIN.
O WATERPROOF BACKSIDE
OF RETAINING WALL.
2" CLR.
• \ • EBAR
#4 HORZ. CONT. @
12" 12" 01C AS SHOWN
B'
NOTE: DIMENSIONS ARE NOT TO SCALE.
'A
'B'
'C'
'D' DOWEL
'E' BAR
2'-0"
2'-6"
N/A
#4@32" 0/C 33"
#4@32" 0/C l8"
8"
3'-0"
2'-9"
N/A
#4@l6" 0/C 45"
#4@16" 0/C 21-
/"8"J
8--1
6" F
4'-0"
3'-0"
4"
#4@16" O/C 57"
#4@16" 0/C 24"
8„
8„ F
5'-0"
3'-6"
7"
#4@8" 0/C J69"
#4@8" 0/C 30"
8„
8„ F
7. USE TYPES MORTAR PROPORTIONED USING ASTM C270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-I/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%,
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20'01C.
DETAIL #4
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ORCO 6' HIGH WALL W/ RETAINING & HEELBACK FOOTING
FOR 110 MPH WIND 3 SEC. GUST @a EXP C
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16
TABLES 3 & 4 OF THE MASONRY STEM.
CAP UNIT
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
LEVEL BACKFILL COMPACTED
TO MIN. 90% COMPACTION
PER ASTM 1557-D
CON T
'B'
GENERAL NOTES:
444HORZOI
@ 24" O/C
@
2'-9"
ORCO 6616 CMU
x
3'-0"
GROUTED ONLY @ VERT STEEL
w gc
3'-3"
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
Z)
3'-6"
NORMAL WEIGHT.
#4 VERT DROP-IN BAR @ 32" O/C 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
cp l7
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP INTO 8" CMU SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
Q O Oti
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
g
C 150 TYPE 77/V. Fc = 2500 PSI
E
FG - SLOPE TO DRAIN.
o
•
#6 STD JOINT 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
e
REINFORCEMENT
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
@ 12" O/C
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
2" CLR.
IT IS LOCATED.
N
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
3"CLR.
i
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
LEVEL BACKFILL COMPACTED
TO MIN. 90% COMPACTION
PER ASTM 1557-D
CON T
'B'
'C'&'D' BARS
444HORZOI
@ 24" O/C
@
2'-9"
'C' DOWEL
x
3'-0"
- @ EDGE OF B"CMU 12"
w gc
3'-3"
#4@16" 0/C
Z)
3'-6"
4"DIA. SDR 35 PERF PIPE
W/1 FT WIDE OF
cp l7
2" CLR GRAVEL WRAPPED W/
Q O Oti
MIRAFI 14ON FILTER
g
FABRIC TO WITHIN 1 FT OF
O v� _
FG - SLOPE TO DRAIN.
`O
•
WATERPROOF BACKSIDE
OF RETAINING WALL.
O D' BAR
n
2" CLR.
N
• • #4 HORZ. CONT.
3"CLR.
i
@ 12" O/C
3" CLR. 3" CLR.
'A'
'B'
'C'&'D' BARS
2'-0"
2'-9"
#4032" 0/C
3'-0"
3'-0"
#4@16" 0/C
4'-0"
3'-3"
#4@16" 0/C
5'-0"
3'-6"
#4@8" O/C
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20'01C.
DETAIL #5
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
ORCO 12" SQ. PILASTER W/RETAINING
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + i INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 AND
4 OF THE MASONRY STEM.
Lu
Or
W
N
CAP UNIT
ORCO /26/2
PILASTER CMU
(SOLID GROUTED)
3-I/2"
CLR.
(2) #4 VERT. _
DROP -1N BARS
#4 DOWELS W/ 24" MIN.
EXTENSION INTO CMU. -
J
LEVEL BACKFILL
COMPACTED TO
MIN. 90% RELATIVE
COMPACTION PER
ASTM 1557-D
FOR 1/0 MPH EXPOSURE C WIND
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT T02-112 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. FC = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A STACK BOND PATTERN.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-112" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER WHERE
INTERSECTION BLOCK WALLS OCCUR.
12' ORCO 12612
F
PILASTER CMU
° (SOLID GROUTEI
O 4"DIA. SDR 35 PERF PIPE
W/ SFT WIDE OF ?' "
GRAVEL WRAPPED W/
MIRAFI 140N FILTER
FABRIC TO WITHIN 1FT OF
J FG 'SLOPE TO DRAIN.
U WATERPROOF BACKSIDE
OF RETAINING WALL.
7' TO DAYLIGHT
#4 HORZ. 12
9" 0/C
EACH WAY
'B'
SQUARE FOOT/NG
NOTE.•
ONLY RUN WALL FOOTING
HORIZONTAL REINFORCEMENT
THROUGH PILASTER FOOTING,
WHEN INTERSECTING.
12"
N
(2) #4 VERTICAL
(AS SHOWN)
PILASTER CROSS
SECTION DETAIL
NOT TO SCALE
DETAIL #6
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
2'-0"
3'-0"
N/A
3'-0"
3'-0"
N/A
4'-0"
3'-3"
N/A
5'-0"
3'-6"
5-
12"
N
(2) #4 VERTICAL
(AS SHOWN)
PILASTER CROSS
SECTION DETAIL
NOT TO SCALE
DETAIL #6
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
ORCO ENTR Y GA TE PILASTER
FOR 1/0 MPH EXPOSURE C WIND CONDITIONS
I CAPPER L. S. PLANS I
#4 VERT/CAL DROP-IN
BARS @ l6" 0/C AND -
EA. CORNER
#4 TIES @24" 0/C
STEEL POST
PER L. S. PLANS
#4 DOWELS W/ 24"
MIN. EXTENSION INTO
CMU. @ I6" 0/C
J 33"
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + i INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL: GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH ITIS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID INA RUNNING BOND PATTERN
WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8, GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND
BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD
GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD
GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAYBE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTIC4L IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER
WHEN INTERSECTING BLOCK WALLS OCCUR.
LPETAIL #7
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
8"
VOID AREA
2
DO NOT
GROUT
I3„
I3"
v
32" SO.
K
#4 BARS
v
@ 9" 0/C
EACH WAY
3" CLR
J
(4) #5 VERTS W/
#3 LOOP TIES @ l0" 0/C
4'-/0" SO. FOOTING
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH ITIS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID INA RUNNING BOND PATTERN
WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8, GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND
BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD
GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD
GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAYBE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTIC4L IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER
WHEN INTERSECTING BLOCK WALLS OCCUR.
LPETAIL #7
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
L/F% ENTR Y MONUMENT PILASTER
FOR //0 MPH EXPOSURE C WIND CONDITION
NOTE: DIMENSIONS ARE NOT TO SCALE.
32" (TOP SEGMENT)
!GN CRITERIA PER THE 2022 CBC:
LLOWABLE SOIL BEARING PRESSURE = 2000 PSF + -'j INCR. FOR
/IND/SEISMIC PER SOILS REPORT.
2UIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
LLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
ROUT STRENGTH = 2000 PSI @ 28 DAYS.
EINFORCING STEEL : GRADE 60
ASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH ITIS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID INA RUNNING BOND PATTERN
WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND
BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD
GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD
GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER
WHEN INTERSECTING BLOCK WALLS OCCUR.
ORCO 88/6 CMU (TOP SEGMENT)
AND /28/6 CMU (BOTTOM SEGMENT)
BLOCK CELLS TO BE SOLID
GROUTED ONLY.
ENGINE,
#4 TIES
@24 " 0/C
DETAIL #8
16" OIC AND BEAZER HOMES
EA. CORNER CgNTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
rill
rIN
VOID AREA
DO NOT GROUT
mi
rmTmn
!GN CRITERIA PER THE 2022 CBC:
LLOWABLE SOIL BEARING PRESSURE = 2000 PSF + -'j INCR. FOR
/IND/SEISMIC PER SOILS REPORT.
2UIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
LLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
ROUT STRENGTH = 2000 PSI @ 28 DAYS.
EINFORCING STEEL : GRADE 60
ASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH ITIS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID INA RUNNING BOND PATTERN
WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND
BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD
GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD
GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER
WHEN INTERSECTING BLOCK WALLS OCCUR.
ORCO 88/6 CMU (TOP SEGMENT)
AND /28/6 CMU (BOTTOM SEGMENT)
BLOCK CELLS TO BE SOLID
GROUTED ONLY.
ENGINE,
#4 TIES
@24 " 0/C
DETAIL #8
16" OIC AND BEAZER HOMES
EA. CORNER CgNTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA