BWFE2022-0335DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
eca
BUILDING PERMIT
Qa�&a
CALIFORNIA
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 07/01/2022
ISSUED DATE: 07/21/2022
Permit Type:
Wall / Fence
Owner: D R HORTON, LOS ANGELES HOLDING
Permit Number:
BWFE2022-0335
COMPANY
2280 WARDLOW CIR STE 100, CORONA, CA
Property Address:
81887 VIA ENCINITAS
92878
APN:
764630051
Applicant: Mario Ornelas
Legal Description
2280 Wardlow Circle, Corona, CA 92878
Property Zoning:
Contractor: Mario Ornelas / 770126
Valuation:
$4,386.00
2280 Wardlow Circle, Corona, CA 92878
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
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: 1/23/25 11:45 am Page 1 of 4
1-311111]1Z"a4 NT,IkI
Permit Type: Wall / Fence
Permit Number: BWFE2022-0335
Property Address: 81887 VIA ENCINITAS
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
Printed: 1/23/25 11:45 am Page 2 of 4
111114111►Ma4MYilIII I
Permit Type: Wall / Fence
Permit Number: BWFE2022-0335
Property Address: 81887 VIA ENCINITAS
DR HORTON/111 LF OF 6' GARDEN WALL AND 18LF OF 4' GARDEN WALL *** DR HORTON/111 LF OF 6' GARDEN WALL AND 18LF OF,
GARDEN WALL AT NORTH AND EAST PL.[ORCO SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES.
Construction Details
Total Block Wall LF 129
I Type Group Sq Ft Value I
Invoice No. Fee
PERMIT-BWFE2022-031� TECHNOLOGY ENHANCEMENT FEE
5 WALL/FENCE - EA ADDITIONAL 50LF
RECORDS MANAGEMENT FEE
WALL/FENCE - FIRST 10OLF
WALL/FENCE - FIRST 10OLF PC
BSAS SB1473 FEE
Total for Invoice PERMIT-BWFE2022-0335
Fee Amount
Amount Paid
$5.00
$5.00
$16.67
$16.67
$11.00
$11.00
$55.58
$55.58
$69.47
$69.47
$1.00
$1.00
Grand Total for Permit $158.72 $158.72
Action Type
Start Date End Date
01/29/2024 11:16
..... .........
Receive Submittal
.........
01/29/2024 11:16
01/29/2024 11:16
Generic Action
01/29/2024 11:16
Generic Action
01/29/2024 11:16
Create Report
01/29/2024 11:16
01/31/2024
0:00
Inspection
02/20/2024
0:00
02/21/2024
13:47
Inspection
01/31/2024
0:00
02/01/2024
12:04
Inspection
02/05/2024
0:00
02/06/2024
12:00
Inspection
02/07/2024
0:00
02/08/2024
14:25
Inspection
Inspection
Inspection
05/16/2024
16:08
05/16/2024
16:08
Inspection
05/16/2024
16:08
05/16/2024
16:08
Printed: 1/23/25 11:45 am Page 3 of 4
1-31111111]1Z"a4 N IT, IkI
Permit Type: Wall / Fence
Permit Number: BWFE2022-0335
Property Address: 81887 VIA ENCINITAS
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
iurisdiction 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: 1/23/25 11:45 am Page 4 of 4
PROJECT : THE ENCLAVE AT CAPISTRANO — TRACT 31910
NY E
SOUTH COAST / INLAND EMPIRE DIVSION
2280 WARDLOW CIRCLE SUITE 100
CORONA, CALIFORNIA 92878
(951)272-9000
04.28.2022
81-887 VIA ENCINITAS
LA QUINTA, CALIFORNIA
PLOT PLAN - LOT 92
BIOCbi'Jlf T
BF UCK CAI AC( E-N T GQLOR
TAN SLUMP TAN: SACKER
STC*NE RDLLED'wI47RTAiI rA FTMSH
VIA ENCINIT S
—W w W W w I w
w _
— 93.87' a rn w
CL
(L
II ,
II 18' r�
I
BWFE2022-0335 LOT 92
--- PLAN 2.2529AR
CI TY OF LA QU N TA u
BULONGOVISON
REVI EYED FCR o;
COo= COWLI AN CE
g J.ANAYA 071121909.9 r3
a F-777] 11'
DR HORTON/111 LF OF U GARDEN + ��
WALL AND 18LF OF 4' GARDEN WALL M L
AT NORTH AND EAST PL.[ORCO 70.96'
SPECIFICATIONS] 2019 CALIFORNIA a 96.71'
BUILDING CODES. Part of Wall Permit for Lot 88
42" Tall ORCO Masonry Wall with 2 Pilasters at Courtyard (Finishes per approved Architecture plans)
6' ORCO Masonry wall (ORCO Structural Detail Attached)
1.5' X 42" Tall Courtyard Pilaster
36" wide metal gate
Z
O
QUANTITIES
SCALE: 1 "=30' 3 42" Tall ORCO Masonry Courtyard Wall 19 35
4 1.5' Wide x 42" Tall Courtyard Pilasters 2
Item
Qty
Rear PL(LF)
Returns
Lek PL
Right PL
Total LF
Total SgFt
1
6' Tall Masonry Wall
0
25
86
111
666
2
36"Metal Gate
ORCO COURTYARD WALL
FOR 110 MPH 3 SEC. GUST @ EXP C
REBAR NOTE:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH
WALL RETURNS & CONSTRUC77ONJOINTS.
• PROVIDE DOWEL & DROP -IN BAR ACCORDING TO DETAIL
AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND
LB WALL HEIGHT CHANGES,
CAP UNIT
e
0
v
$ EQUAL
ORCO 6816 OR 6616 CMU
GROUTED ONLY AT VERT. STEEL
STUCCO COATED
#6 STD JOINT
@ 24" O/C
A #4 DOWEL @40" O/C
@ CENTER OF CMU. 6-
EQUAL
LEVEL GRADE
BOTH SIDES
*�
N � #4 HORZ COAT
1'--F CONT.
I NOTE: DIMEN51ONSARE NOT 70 SCALE.
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF PER SOILS REPORT.
1. EQUIVALENT FLUID PRESSURE= 37PCFPER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 220 PCF PER SOILS REPORT.
4, GROUT STRENGTH = 2000 PSI 0 28 DAYS.
5. REINFORCING STEEL: GRADE 60.
6. SEISMIC-1 SEC. ACMER47TON = 70%.
7. MASONRY COMPRESSION STRENGTH f 'm =1000 PSI
GENERAL NOTES:
1. CONCRETE BLOCKSHALL BE MANUFACTURED BY ORCO ASTM C 90.
SLUMP BLOCKAND SPL UFACE BLOCKAREACCEPTABLE.
Z CONCRETE FOR FOOTING SHALL HAVE COMPRESSIVE STRENGTH Fc
= 4500 PSI AT 28 DAYS, WITH WATEWCEMENT RATIO _< 0.45.
PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE V.
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.
S. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN
WITH VERTICAL CVIV77NUM OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REL 4R SHALL BE SOLID
GROUTED.
7. USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-112 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"
PFA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND
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. BLOCKSTEM MAYOEWET-SET 1-112"INTO THEF007ING WHILE
THE CONCRETEIS PLASTIC. BLOCKSTFM MAYBE 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 MINIMUM COMPAC77ON OF
90%.
11. FIRSTINSPECTION TO BEAFTER F0077NG TRENCHESAREREADY
FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VER77CAL IS IN
PLACEAND THE BLOCK WALL IS READY TO GROUT.
1Z. MAXIMUM CONTROL JOINT SPACING: 30' O/C.
ENGINEERING STAMP APPROVAL IS CONDI'RONAL;
REQUIRING USE OF ORCO MANUFACTURED CMU ON
ALL ORCO WALL SYSTEM DESIGNS.
DR HoR'roN
THE ESTATES @ C4RMELA
TRACTS No. 31874-1 & 2
LA QUINTA, CALIFORNIA
ORCO SHORT PILASTER
FOR 110 MPH 3 SEC. GUST @a EXP C
H
DESIGN CRITERIA PER 711E 201-0 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 37 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 220 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC -1 SEC. ACCELERATION = 70%.
7. MASONRYCOMPRES51ON STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1.
CONCRETE BLOCK SHALL BE MANUFACTURED BYORCO A57M C 90.
SLUMP BLOCKAND SPLTTFACE BLOCKAREAOCEPTABLEE,
2.
CONCRETE FOR FOOTING SHALL HAVE COMPRESSIVE STRENGTH PC
= 4500 PSI AT 28 DAYS, WITH WATERICEMENT RA770 _< 0.45.
PORTLAND CEMENT SHALL CONFORM TOASTM C 150 TYPE V.
3.
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
OPTIONAL CAP
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
3-112'
4.
REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
CLR.
WHICH ITIS LOG4TED.
ORCO 16616 OR 16616
PILASTER CMU SOLID
5,
CONCRETE BLOCK SHALL BELAID INA RUNNING BOND PATTERN
GROUTED. STUCCO
WRHVERTICAL CONTINUITYOFTHE CELLSUNO.
COATED. SEE
DIAGRAM BELOW
6.
ALL BLOCKCELLSSHALL BESOLID GROUTED,
7.
USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART
#t4 DOWELS W/ 24• MIN.
CEMENT TO112PARTLIMETO+112PARTSDAMP, LOOSESAND.
EXTENSION INTO CMU.
8.
GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
J
CEMENT TO 3 PARTS SAND (GROUT MAYCIONTAIN 2 PARTS 318"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND
L
BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD
—
GROUT FLOWJ. WATER SHALL BEADDED TO PRODUCE GOOD
o
GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS
9,
BLOCKSTEM MAY BE WET SET 1-1/2"INTO THE F007TNG WHILE
THE CONCRETFIS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
a
10.
FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL KONA MINIMUM COMPAC 7ON OF
90%.
11.
FIRST INSPECTION TO BEAF7ER FOO7ING TRENCHES ARE READY
#4 HORZ. 6 12, O/C
2 -0
FOR CONCRETE ANOALL REQUIRED STEEL IS 77ED IN PLACE.
EACH WAY
SECOND INSPECTI01V TO BE WHEN THE REQUIRED VER77CAL IS IN
SQUARE FOOTING
PLACEAND THE BLOCK WALL IS READY TO GROUT.
12.
PROVIDE EKPANSIOWCONTROL JOINT EACH SIDE OF PILASTER
NOTE: DIMENSIONS ARE NOT TO SCALE.
WHERE INTERSECTING BLOCK WALLS OCCUR.
16'
ORCO 16816 OR 16616 PILASTER
CMU STUCCO COATED
(SOLID GROUTED)Ll=
•
�o
(2) *4 VERTICAL
(AS SHOWN)
PILASTER CROSS
SECTION DETAIL
NOT TO SCALE
ENGINEERING STAMPAPPROVAL IS CONDITIONAL;
REQUIRING USE OF ORCO MANUFACTURED CMU ON
ALL ORCO WALL SYSTEM DESIGNS.
DR HORTON
THE ESTATES @ G4RMELA
TRACTS No. 31874-1 & 2
LA QUINTA, G4LIFORNIA
.83660
* EXP. 03/31/2023
CV
47f 0F � & L. i
ORCO STANDARD CMU SITE WALLS W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
REBAR NO Ohl 160V CRITERIA PER iNE 2DX 9 COC:
DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH 1, ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF PER SOILS REPORT.
WALL RETURNS & CONSTRUCTION JOINTS. 2, EQUIVALENT FLUID PRESSURE = 37 PCF PER SOILS REPORT.
PROVIDE DOWEL & DROP -IN BAR ACCORDING TO DETAIL AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND 3, ALLOWABLE LATERAL PASSIVE PRESSURE = 210 PCF PER SOILS REPORT,
WALL HEIGHT CHANGES. 4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
S REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION - 70%.
7. MASONRY COMPRESSION STRENGTH, f'm = 2000 PSI.
CAP UNIT- GENERAL NOTES:
1. CONCRETE BLOCKSHALL BE MANUFACR/RED BYORCO ASTM C 90.
SLUMP BLOCKAND SPLITFACE BLOCKAREACCEPTABLEE,
2. CONCRETE FOR FOOTING SHALL HAVE COMPRESSIVE STRENGTH F'c =
4500 PSI AT 28 DAYS, WITH WATERICEMENT RATTO < 0.45. PORTLAND
CEMENT SHALL CONFORM TO AS776f C 150 TYPE V.
ORCO 6616 CMU 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
GROUTED ONLY @ VERT STEEL 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
#4 - DROP -IN BAR @ 40" 0/C IT IS LOCATED.
@ CENTER OF CMU. 5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VER77CAL CONTINUITY OFTHE CELLS UNO.
#6 STD JOINT REINFORCEMENT
@ 24" 0/C
NOTE:
FOR SIDEYARD RETURN WALLS WHERE
DRAINAGE SWALE OCCURES, A 112 BLOCK
MAY LEFT OLIT @ SWALE GRADE. PROVIDE
#4 DOWEL AND #4 DROP -IN BAR ON EACH
SIDE OF THE 112 BLOCK DRAIN.
#4 DOWEL @ 40" O/C @
f
CENTER OF CMU.
00
PROVIDE 24" MIN. LAP.
2
" I MAX.
LL-
Q
l
Zt
Is
� 5
�—
#4 HORZ. CONT.
/
@ 12" O/G
Q
6' TO DAYLIGHT Y
8"
CONT.
#orb:
DIMENSIONSARENOTTOSCALE.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BESOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-112 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 CONDITIONSARE FAVORABLEAND 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 1-112"INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE F0077NG.
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 F0077NG 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: 30' 0/C.
DR HORTON
THE ESTATES @a CARMELA
TRACTS No. 31874-1 & 2
LA QUINTA, CALIFORNIA