BWFE2022-001278-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
BEAZER HOMES - CANTERA
310 COMMERCE STE 150
IRVINE, CA 92602
c% 4 4a QuIR&
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE (WEB)/SPECIAL/ENGINEERED DESIGN
BWFE2022-0307
58085 CORAL VIEW WAY
766140014
CANTERA / 136LF GARDEN/RETAING WALL AT PL AND SIDE YARDS
$12,920.00
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,
and my License is in full force and effect.
License Class: B License No.: 818129
Date:
Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) 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:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/14/2023
Owner:
BEAZER HOMES
310 COMMERCE STE 150
Irvine, CA 92602
Contractor:
BEAZER HOMES HOLDINGS LLC
310 COMMERCE SUTE 150
IRVINE, CA 92602
(714)264-1524
Llc. No.: 818129
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: STARR INDEMNITY & LIABILITY COMPANY Policy Number: 1000004944
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date:
Applicant:
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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
Date: Signature (Applicant or Agent):
Application Number:
BWFE2022-0307
Property Address:
58085 CORAL VIEW WAY
APN:
766140014
Application Description:
CANTERA / 136LF GARDEN/RETAING WALL AT PL AND SIDE YARDS
Property Zoning:
Application Valuation:
$12,920.00
Applicant:
BEAZER HOMES - CANTERA
310 COMMERCE STE 150
IRVINE, CA 92602
Owner:
BEAZER HOMES
310 COMMERCE STE 150
Irvine, CA 92602
Contractor:
BEAZER HOMES HOLDINGS LLC
310 COMMERCE SUTE 150
IRVINE, CA 92602
(714)264-1524
Llc. No.: 818129
Date: 2/14/2023
Detail: 119LF OF 6' GARDEN WALL W/1.5' RETAINING EAST PL AND 17LFOF 6' GARDEN WALLS AT FRONT SIDE YARDS [ORCO 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. 2019 CALIFORNIA BUILDING CODES.
FINANCIAL
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42404
0
$50.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$16.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100LF
101-0000-42404
0
$55.58
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100LF PC
101-0000-42600
0
$69.47
Total Paid for BLOCK WALL 2021: $191.73
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$11.00
Total Paid for RECORDS MANAGEMENT FEE: $11.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
TOTALS:0•
GARDEN WALL
PER LOT 40
6' ORCO STANDARD
CMU SITE WALL W/
SPREAD FOOTING
12 L.F.
m
II'
i
GARDEN WALL I
PER SEPARATE I
PERMIT
BWFE2022-0307 / 58085 CORAL VIEW WAY I(
CITY OF LA QUINTA
BUILDING DIVISION I
REVIEWED FOR
CODE
COMPLIANCE
PATE 0710712022 gr A I
119LF OF 6' GARDEN WALL W/1.5' RETAINING EAST
PL AND 17LFOF U GARDEN WALLS AT FRONT SIDE
YARDS [ORCO 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. 2019 CALIFORNIA BUILDING I�
CODES.
---------------
FF ------------
- a —
I a I
I a I
a I
LOT 39
PLAN 2BR
I I
I I
TRW 464.70
FG W) 464.70
FG E) 464.00
TF 463.20
1
'--ORCO COMBINATION
6' GARDEN/
` RETAINING WALL &
SPREAD FOOTING
119 L.F.
I
I I
I 6' ORCO STANDARD
- - - - J CMU SITE WALL W/
_ SPREAD FOOTING
I 5 L. F.
_ TW 469.70
- - - TRW 464.70
I FG W) 464.70
FG �E) 464.00
ITF 463.20
- 3
ti CD AL VIEW WA1( w_
OR'C
B EA7 E R CANTERA * CORAL MOUNTAIN I MARCH 2022
-' HOMES
WALL EXHIBITS
58-085 CORAL VIEW WAY
LA QUINTA, CA 92253
TRACT 31249, LOT 39, PLAN 28R
MSA CONSULTING, INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinglnc.com (@
LOT AREA
11,894 SF
SCALE 1'=20'1
ORCO STANDARD CMU SITE WALLS W/ SPREAD FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
REBAR NOTE:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH
WALL RETURNS & CONSTRUCTION JOINTS.
• PROVIDE DOWEL & DROP-IN BAR ACCORDING TO DETAIL
AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND
@ WALL HEIGHT CHANGES.
CAP UNIT
ORCO 6816 OR 6616 CMU
GROUTED ONLY @ VERT STEEL
#4 - DROP-IN BAR @ 40" O/C
@ CENTER OF CMU
#4 DOWEL @ 40" O/C I
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP. 10"
EQUAL EQUAL
LEVEL GRADE
z BOTH SIDES
--I�i 7z�N
tl
N U #4 HORZ. CONT.
AS SHOWN
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #IA
DESIGN CRITERIA PER THE 2019 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. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
WEDGELOCK BLOCK, SLUMP BLOCK AND SPLITFACE BLOCK ARE
ACCEPTABLE.
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 HIV. 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.
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
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 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 PLACEAND
THE BLOCK WALL IS READY TO GROUT.
12, MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR WALLS TO
BE MORTAR WASHED OR STUCCO COATED.
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
#6 STD JOINT REINFORCEMENT
@ 24" O/C (3 PLACES). USE #5
k
STD. FOR SLUMP BLOCK
0
N
NOTE:
FOR SIDEYARD RETURN WALLS WHERE
DRAINAGE SWALE OCCURES, A 1/2 BLOCK
MAY LEFT OUT ala SWALE GRADE. PROVIDE
#4 DOWEL AND #4 DROP-IN BAR ON EACH
SIDE OF THE 1/2 BLOCK DRAIN.
#4 DOWEL @ 40" O/C I
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP. 10"
EQUAL EQUAL
LEVEL GRADE
z BOTH SIDES
--I�i 7z�N
tl
N U #4 HORZ. CONT.
AS SHOWN
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #IA
DESIGN CRITERIA PER THE 2019 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. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
WEDGELOCK BLOCK, SLUMP BLOCK AND SPLITFACE BLOCK ARE
ACCEPTABLE.
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 HIV. 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.
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
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 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 PLACEAND
THE BLOCK WALL IS READY TO GROUT.
12, MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR WALLS TO
BE MORTAR WASHED OR STUCCO COATED.
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.
#4 HORZ CONT.
@ 24" O/C -
N U
� M
v 5' TO DAYLIGHT
CAP UNIT
ORCO 6816 OR 6616 CMU
GROUTED ONLY @ VERT STEEL
#4 DROP-IN BAR @32" O/C.
PROVIDE 24" LAP INTO 8" CMU,
#6 STD JOINT REINFORCEMENT
@ 24" O/C. USE #5 STD.
FOR SLUMP BLOCK.
NOTE: PROVIDE #4 DOWEL &
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HEIGHTCHANGES
LEVEL BACKFILL COMPACTED
TO MIN. 90% COMPACTION
PER ASTM 1557-D
1. ALLOWABLE SOIL BEARING PRESSURE = 1700 PSF + i INCR. WIND/SEIMIC
2. EQUIVALENT FLUID PRESSURE = 45 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 240 PCF PER SOILS REPORT.
4, GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 100% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI,
4"DIA. SDR 35 PERF PIPE
W/ 1 F WIDE OF 4"
GRAVEL WRAPPED W1
MIRAFI 140N FILTER
FABRIC TO WITHIN 1FT OF
FG - SLOPE TO DRAIN.
WATERPROOF BACKSIDE
OF RETAINING WALL.
E' BAR
'1- #4 HORZ CONT. @
6" 12" 12"OICASSHOWN.
ol
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 18"
8"
6"F
2'-8"
2'-6"
NIA
#4@l6" 0/C 4/"
#4@16" 0/C /8"
8--16"
F
3'-4"
2'-6°
NIA#4@l6"
0/C 49"
#4@16" 0/C 18"
8"—]6"
4'-0"
2'-9"
4"
#4@16" 0/C J 57"
#4@16" 0/C 2/"
8"
8"
4'-8"
3'-0"
4"
#4@l6" 0/CJ65"
#4@l6" 0/C 24"
8"
B"
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
WEDGELOCK BLOCK, SLUMP BLOCK AND SPLITFACE BLOCK ARE
ACCEPTABLE.
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 RETAINING WALL 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. MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR WALLS
TO BE MORTAR WASHED OR STUCCO COATED.
DETAIL #4
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, C4LIFORNIA