BWFE2018-0217OWNER -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
78-495 CALLE TAMPICO c% D e6P
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTM
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2018-0217
Property Address: 81552 RONDA
APN: 764680014
Application Description: TD DESERT/ 361 LF OF 6' WALL AND COMBO AT NORTH & SOUTH P
Property Zoning:
Application Valuation: $9,025.00
Applicant:
T D DESERT DEVELOPMENT LIMITED PARTNERSH
81570 CARBONERAS
LA QUINTA, CA 92253
------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations:
9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance
License Class: License No.: 7 29 7 E�va
rmit is issued.
17 intain workers' compensation insurance, as required by
Date: Contractor: de, for the performance of the work for which this permit
is issued. My workers' Co pensation insurance carrier and policy number are:
Carrier: INSURANCE COMP _ NY OF THE WEST Policy Number: w5050390. 5340
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
ENT
INSPECTIONS (760) 777-7153
•D e: 10/1712018
Owner:
!
T D DESERT DEV
81570 CARBONERAS
LA QUINTA, CA 0
L
o
N
�
t
•�
I-- CZ)
Contractor:
t C,
`' ' C::)
T D DESERT DEVELOPMENT LI ITED PAR[N?SiL
81570 CARBONERAS
. +•] K
LA QUINTA, CA 92253
(760)777-1001
Llc. No.: 762987
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 C hall forthwith
comply witht t se pr gisions.
Date:' aI% U Applicant:Q�
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS NLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FI, 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 relating to building
construction, and hereby authorize representatives of thi toe er upon t
above-mentl�rh' For Inspection purposes.
O�
Date: I A f� Signature (Appilcant or Age
Date: 10/17/2018
Application Number:
BWFE2018-0217
Property Address:
81552 RONDA
APN:
764680014
Application Description:
TD DESERT / 361 LF OF 6' WALL AND COMBO AT NORTH & SOUTH PL
Property Zoning:
Application Valuation:
$9,025.00
Applicant:
T D DESERT DEVELOPMENT LIMITED PARTNERSH
81570 CARBONERAS
LA QUINTA, CA 92253
Owner:
T D DESERT DEV
81570 CARBON ERAS
LA QU I NTA, CA 0
Contractor:
T D DESERT DEVELOPMENT LIMITED PARTNERSH
81570 CARBON ERAS
LA QUINTA, CA 92253
(760)777-1001
Llc. No.: 762987
Detail: 361 LF OF 6' GARDEN WALL ON NORTH AND SOUTH PL [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO,
PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE
LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA
BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$78.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$93.60
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$52.01
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$65.02
Total Paid for BLOCK WALL: $288.63
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
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
TOTALS:04
r Ib
SEQUENCE SHEET 10/04/18
Owner: T.D. Desert Development, L.P. Builder: T.D. Desert Development, L.P.
81-570 Carboneras 81-570 Carboneras
La Quinta, CA 92253
La Quinta, CA 92253
CSLB # 762987
WC # C R01134517
City License # 993
Project: Andalusia @ Coral Mountain Tract 31681-3 Lots 84 - 112
Property Line Walls (Angelus Block Specifications)
LOT. ADDRESS APN
WALL LENGTH
84'
81-734 Ronda
81-720 Ronda
764-680-001
764-680-002
85
86
81-706 Ronda
81-692 Ronda
81-678 Ronda
81-664 Ronda
81-650 Ronda _
81-636 Ronda
81-622 Ronda
764-680-003
87
764-680-004
88
764-680-005
764-680-006
764-680-007
764-680-008
764-680-009
89
90
91
92
93
94
81-608 Ronda
81-594 Ronda
764-680-010
764-680-011
95 81-580 Ronda 764-680-012
96I 81-566 Ronda 764-680-013
97 { �Ly~i 81-552 Ronda 764-680-014 361
98 V'0)'A01 81-501 Ronda 764-680-015 307
99 A.VIA--? 81-513 Ronda 764-680-016 179
100 ��Y I 81-525 Ronda 764-680-017 187
101, 81-537 Ronda 764-680-018
_ 102 81-549 Ronda 764-680-019
10381-561 Ronda 764-680-020
1041 81-573 Ronda f 764-680-021
105 81-585 Ronda 764-680-022
106i 81-597 Ronda 764-680-023
107
108 '
81-609 Ronda 7641680-024
81-621 Ronda 764-680-025
81-6-33 Ron a • e' 764-680-026
109
110
81-645 Ronda
764-680-027
111
81-657 Ronda
81-669 Ronda
_
764-680-028
764-680-029
112
AYBL*OCK�50Q�,.INC.
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500p8f
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE — 30pof
6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER, CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE. BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND --GROOVE). OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
6' to 8' High Site Wall
OPTIONAL WALL CAP
STD. LA
#5 STD N
JOINT REIM
AT FIRST C
6" WIDE (N
GROUT CEL
w/ REINF.
5. MORTAR SHALL BE SPEC MIX TYPE: S PREBLENDED MASONRY MORTAR AS 'X' BARS PI
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE t
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WA
MANUFACTURED BY E-2 MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
1 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'—D"o.c. OR 20'-0'o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
MASONRY FENCE WALL
SCHEDULE
X
6' LONG CMU
BARS
18" LONG CMU
D' MIN.
4048 o.C.
4®54"o.c.
2 —4"
4®40"o.c.
4045"o.c.
2'-7"
RWALL
4®32"o.c.
4®36"o.c.
2'-8"
4®24"o.c.
4027"o.c.
2'-10"GN
IS ADEQUATE FOR 2:1 MIN. SLOPE
WITH NO SETBACK.
GHL INC
ARCHITECTURE - ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938.1595
F: 626.93&0485
DWLS. TO M
VERT. REINF
24" MIN.
F. G. --
WET—SET FIF
COURSE
2—#4 CONT.
CONT. CONC.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. o_4- _DATE: 09/21/2018
Trench Footing
C ® 110mph (ult)
Risk Category I
6" Wide CMU
CONT.
TO DAYLIGHT
DATE SIGNED 9-10-18
S-1.2LQ
#16-077
BLOCK CQ, INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE - 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 15Opcf
4. COEFFICIENT OF FRICTION - 0.25, COHESION - Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, I'm - 1500psi. SPECIAL INSPECTION
NOT REOUIRED PER CBC SECTION 1704.2. EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 46 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER_ CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2506psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION. SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
6' High Wall 2' to 4' Retaining
Toe -out Footing
C o 110mph Wit)
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP
B STD. LADDER TYPE
0
5 STD FOR SLUMPSTONE)
JOINT REINF, AT TOP COURSE, -
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
W/ 'Y' BARS PER
SCHEDULE & CTR.--
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
Ic. SDR 35 P£RF PIPE W/
3/4' GRAVEL WRAPPED IN
MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MIRAFI1c.f.
140N FILTER RIC-
MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270,
SLOPE
SLOPE TO DRAIN. WATERPROOF
TE
BACKSIDE OF RETAINING WALL
6, GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX, WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.e. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATH) OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK -OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING WALL SCHEDULE
X' BARS
' LONG CMU
'Y BARS
16" LONG CMU
'B' MIN.
'C' MIN.
4032"o.c.
4B48' o.c.
2'- 4
O'-3"
MIV-O"
4®32"o.c.
4®48"o.c.
2'-4"
O'-6"
4032"o.c.
4®48"o.c.
2'-6"
0'-9"
4032"o.c. I
#4048"o.c. 1
2'-10"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street � Covina, CA 91723
T: 626.938 1S9S
F: 626 938 0485
_ www ghl oe com
Be WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G.
WET -SET FIRST _
COURSE
#4 CON T.
#4 CONT. ® 12"o.c.
CONT. CONC. FTG.
CONC. KEY
12" 1 12"
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
'B' MIN.
PER SCHEDULE
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
I a
- OPTIONAL CHAMFER
BACKFILL-
WELL GRADED, CLEAN
-SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2j" OUTSIDE FACE
OF BLOCK TO
OF VERT w
U
to
w
a
3" CLR.
TYP.
- - -r
#4®16"o.c. STAGGERED
W/ STEM BAR FOR
TYPE 'A' WALLS
RETAINING 3'-4" & 4'-0"
DATE SIGNED 9-10-18
S-1.5LQ
#16-077
*nCC�k.'
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2015 CDC
2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, I'm = 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER CDC SECTION 1704.2. EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTSLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE). OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR $HALL 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 1WR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000p5i.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'—O"o.c. OR 20'-0"o.c, IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING WALL SCHEDULE
'H
X" BARS Y BARS
16" LONG CMU 16" LONG CMU
'B' MIN.
'C' MIN,
2-0"
4®32 o.c. ;�4®48 o.c.
2-9
N A
2'-8"
4®32"o.c. 4048"o.c!
3'-0"
N/A
3'-4"
4®32"o.c. 048"o.c.
3'-5"
N A
4' O"
4®32"o.c. 4048"o.c.
3'-11"
0'-2"
GHL INC
ARCHITECTURE , ENGINEERING
228 East Badillo Street � Covina, CA 91723
T: 626.938 1S95
F: 626.938 0485
6' High Wall 2' to 4' Retaining
Heel -in Footing
C ® 110mph (ult)
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP---\
rSTD. LADDER TYPE
,,'5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE, —
AT FIRST COURSE, AND 24"o.c,
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE ® CTR.
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. ®24"c.c.
® RETAINING
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC— —
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMu
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G. —
WET —SET FIRST
COURSE
#4 CONT.
#4 CONT. ® 12"o.c.
U
CONT. CONC. FTG.---------,
M
CONIC. KEY --�
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
I ¢
OPTIONAL CHAMFER
BACKFILL—
WELL GRADED, CLEAN
-SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
24" OUTSIDE FACE w
OF BLOCK TO
G. OF VERT w
U
rn
w
a
N
12" j 12"
'B' MIN.
PER SCHEDULE
DATE SIGNED 9-10-18
S-1.6LQ
#16-077
U
com
BLOCK CO., INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1, DESIGN CRITERIA PER 2016 COC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION — 0.25, COHESION - Opsf
5. CANTILEVER ACTIVE = 30pof
6. MASONRY COMPRESSIVE STRENGTH, fm N07 REQUIRED PER CBC SECTION 1704.2= 7500psi. SPECIAL INSPECTION
, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER, CENTER VERTICAL BARS IN CELLS.
2. NOT USED.
6'-8" to 80-'8" High Pilaster
Spread Footing
Seismic, 5% ® 1 second
160 or 24" CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16" SHOWN)
3J"OUTSIDE FACE
OF BLOCK TO
it OF VERT
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS 2—#4 VERT. BARS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SH078LAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED,
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX iWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000ps1.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. NOT USED.
9 PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10. NOT USED.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
2. OPTIONAL ADHERED VENEER (MAX WEIGHT-10psf) MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY —ANCHORED VENEER IS NOT PERMITTED.
3. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
16816 OR 16616 CMU
MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT
6'—B,. " Z —9 4
24" 3'-4" 5
LOADING
I. SEISMIC, 5% DAMPING 9 1 SECOND
ACCELERATION Cs—O 3WL
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C.
130mph AND LESS.
'W=1fi"Sq.
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1 I
GHL INC.
ARCHITECTURE • ENGINEERING
228 East Badillo Street ' C-ma, CA 91723
T: 626.938.1595
F: 626 938 0485
_ www ghl,oe com
DWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
EQ.
F. G. — — -.
WET —SET FIRST
COURSE
'N'—#4x'B'-6"
LONG EA. WAY
CONC. FTG
8" WIDE (NOM.)
CMU PILASTER,
SOLID GROUT ALL CELLS
CENTER VOID OPEN
OR SOLID —GROUT
'W'=24" SQ.
A PILASTER SECTION
3j" OUTSIDE FACE
OF BLOCK TO
OF VERT w
J
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¢ w
f =
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= N
a
EQ,
3" CLR.
'B' SQUARE MIN. TYP.
PER SCHEDULE _It�
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A DATE: 09/21/2018
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