BWFE2019-021978-495 CALLE TAMPICO C� 0 D Illlil ./
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2019-0219
Property Address: 81347 COLUMBUS WY
APN: 767690004
Application Description: ROSEN / RETAINING AND GARDEN WALLS
Property Zoning:
Application Valuation: $3,500.00
Applicant:
DISCOVERY BUILDERS CALIFORNIA INC DBA DB
14605 N 73RD STREET D
L■f�•�♦SCOTTSDALE, AZ 85260
OCT 2 8 2019
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/28/2019
Owner:
DAN ROSEN
,CA0
Contractor:
DISCOVERY BUILDERS CALIFORNIA INC DBA DB
14605 N 73RD STREET
SCOTTSDALE, AZ 85260
(480)624-5200
Llc. No.: 915336
CITY Of LA QUINTA
----------------------------bt§169&BEVELM&TWARTM€aT-----------___------------------------
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 1 hereby affirm under penalty of perjury one of the following declarations:
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and _ I have and will maintain a certificate of consent to self -insure for workers'
my License is in full force and effect. compens Lion as provided for by Section 3700 of the Labor Code for the Performance
License Class: License No.: 915336
� Date: W — � 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 Na
Lender's Address:
ofthe fe wo for which this permit is issued.
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: TRAVfLERS PROP ERTYCASUALTY COMPANY OF AMERICAPolicy Number:
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.
Dat/_ / Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMP SATION 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
fallowing 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 Qnter upon the above -
mentioned property for inspection purposes. + h
Dater gnature(Applicant orAgent):-
Date: 10/28/2019
Application Number: BWFE2019-0219
Property Address: 81347 COLUMBUS WY
APN: 767690004
Application Description ROSEN / RETAINING AND GARDEN WALLS
Property Zoning:
Application Valuation: $3,500.00
Applicant:
DISCOVERY BUILDERS CALIFORNIA INC DBA DB
14605 N 73RD STREET
SCOTTSDALE, AZ 85260
Owner:
DAN ROSEN
,CA0
Contractor:
DISCOVERY BUILDERS CALIFORNIA INC DBA DB
14605 N 73RD STREET
SCOTTSDALE, AZ 85260
(480)624-5200
Llc. No.: 915336
Detail: 37LF OF 3' RETAINING AND 28LF OF 6'-8' GARDEN NEAR CASITA(ANGELUS 5-1.7 5-1.11LQ STANDARD) 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. PER 2016 CALIFORNIA BUILDING CODES
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 501-F
101-0000-42400
0
$16.10
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $136.85
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY 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
1� ( ra
CALIFORNIA
PERMIT # p (c{_ C>2,t
PLAN LOCATION:
Project Address:
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN#:
ci
/G� Y
Applicant Name:UN&
9
Address:
City, ST, Zip:
L+lrt
i
Telephone:
Email: / _ 9��G �Y r
S
Valuation of Project $
Contractor Name:
New SFD Construction:
Address:v���r�
Conditioned Space SF
City, St, Zip L
I`l�
Garage SF
Telephoner 4t
7 r—
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lic:
City Bus Lic:
Arch/Eng Name:
! Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name:
New Commercial / Tenant Improvements:
Address:
Total Building SF
City, ST, Zip
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO LA QUINTA, CA 92253 (760)777-7125
W W W. LAQU I NTACA.GOV
OFFICE USE ONLY
#
Submittal
Req'd
Rec'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Cates
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Bun -tee Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
doymo
BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
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 = 1500psi. 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.
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 0 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.
6' to 8' High Site Wall
Concentric Spread Footing
C o 110mph iulta
Risk Category I
8' Wide CMU
OPTIONAL WALL CAP
�8 STD. LAI
#7 STD FO
JOINT REINF
AT FIRST CI
8" WIDE (Nf
GROUT CELL
w/ REINF.
5. MORTAR SHALL BE SPEC MIX TYPE S PRE13LENDED MASONRY MORTAR AS
'X' BARS PE
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
SCHEDULE @
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
CTR. OF WA
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
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
DWLS. TO M,
VERT. REINF.
IS PLASTIC.
24" MIN.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
F.G.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'--O"O.c. OR 20'-0"o.e. IF WALL IS TO BE STUCCO COATED OR
WET —SET FIF
MORTAR WASHED
COURSE
10. GROUT ALL CELLS WITH REINFORCEMENT.
2—#4 CONT.
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
CONT. CONC.
SEE DETAIL SHEET 5-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
ALT. BENCIS
MASONRY
FENCE WALL SCHEDULE
'H' MAX.
16" MU BARS
LONG CMU
1B" LONG CMU
'B' MIN.
6 —0
4048 o.c.
#4
1771
6'--8"
4®48'"o.c.
4®54"o.c.
7-1"
7'--4"
4048"o.c.
4045"o.c.
2'-3"
8'-0"
4040"o.c.
4036"o.c.
2'-6"
GHL INC.
ARCHITECTURE � ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938.1595
F: 626 938.0485
_ www cghl ot:.r,Om
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. 6_,& DATE: 09/21/2018
FLK ZlUHLUULL
QF,pFESS/ONq
G f
NO. 85 81 �
♦c EXP. 9-30-20
OF CP, p
DATE SIGNED 9-10-18
S-1.11LQ
#16-077
Aj
ar
n
e
L
L
AV
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, fm = 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. NOT USED
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.
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
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE SLOCK 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.c. OR 20'-0"o.c IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
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.
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
H t6" LONG CMU Y' BARS I 'B' MIN. I 'C' MIN. I 'D' I
1 s —4 1 #4032"o.c. I N/A I 1'-11" 1 0'-6" 1 0'-9" 1
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badilla Street Covina, CA 91723
T.
626.938.1595
F: 626.938.0485
7wr v Ride com
2' to 6' High Retaining Wall
Level Backfill
8" Wide CM U
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
OPTIONAL WALL CAP
#4 HORIZ. 024
8" WIDE (NOM.) CMU
FULLY GROUTED —
'X' BARS PER
�j
SCHEDULE
o
'X' BARS PER
w
? _
U
SCHEDULE
rn
LAP 24" MIN.
•
w
o_
4"0 SDR 35 PERF, PIPE w/
1C.f. 3/4" GRAVEL WRAPPED IN
24"OUTSIDE FACE
MIRAFI 140N FILTER FABRIC—
OF BLOCK TO
SLOPE TO DRAIN. WATERPROOF
(tOF VERT, TYP.
BACKSIDE OF RETAINING WALL
F.G. z
Of
_
U
WET —SET FIRST
,t
COURSE
#4 CONT. 012"o.c. —
•
2—#4 CONT.—a
CONT. CONC. FTG.
'Y' BARS PER " CLR.T
3 C .
b
SCHEDULE Ty'•
CONC. KEY
ALIGN WITH D'
12"
FACE OF WALL
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. a ti _ DATE: 09/21/2018
PER
DATE SIGNED 9-10-18
S-1.7LQ
#16-077
r
—
u� oEP.u=aE„r r
---------------
r
Automatic inigation conlroller(s) installed by the builder shall be in place for final j
inspection and shall meet the following: +
a. Coal rolher-basedlers shall be weather-0r soil -moisture based that automatically adjusts r
f
rrigalion in response to changes in plan) needs as weather conditions change
b Wealcon Vollers without integral rain sensors or communication systems +
Ihal account far local rainfall shall have a separate wire or wireless rain sensor
which connects or communicates with the conlmller(s} soil moisture based r+
conlrollers are not required to have rain sensor input (CALGreen 4 304.1) /
See Landscape plans for hardscape, landscape, lighting and irrigation details
�f 1
125
PDT (1000.0)
VACANT ;
CITY OF %A QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
_DATE o gy
CA.'tGts
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SITE PLAN
NORTH
SCALE:3/32"=V-0"
THE
MADISON
CLUB
PROJECT TITLE
Proposed Casita and
Covered Parking for
Dan Rosen
81-347 Columbus Way
La Quinta, CA 92253
Lol 12 @ The Madison Club
APN: 767.690.004
Date/ D... rlptlon
Number
Q
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W
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SOUTH WEST CONCEPTS, INC r�
Stephen R. Nleto Date
Date: 07115/2019 1�
4. 7�
AMMO 3<.2
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