BWFE2020-004478-495 CALLE TAMPICO U e(P Q"
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2020-0044
Property Address: 51845 EISENHOWER DR
APN: 773174017
Application Description: LINCOLN / 234LF GARDEN AND 50LF COMBO WALLS AT PL
Property Zoning:
Application Valuation: $20,000.00
Applicant: n
ROBERT LINCOLN E.J
51845 EISENHOWER DR FEBLA QUINTA, CA 92253 E 10 2020
CITY OF IADUINTA
DESIGN & DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: License No.: _CONV;140528101254134568
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
(),.
1, as owner of the property, or my employees with wages as their sole
cornpenotion, 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, she did not build or improve for the purpose of sale.).
(W as owner of the property, am exclusively contracting with licensed contractors
#0 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 _ j
Date: G' 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: 2/7/2020
Owner:
ROBERT & WENDY LINCOLN
51845 EISENHOWER DR
LA QUINTA, CA 92253
Contractor:
ROBERT LINCOLN - OWNER BUILDER
51845 EISENHOWER DR
LA QUINTA, CA 92253
(760)564-2801
Lic. No.::CONV:140528101254134568
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:
Carrle�; Policy Number:
lI 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 oft Labor Code, I shall forthwith
comply with those provisions. _y -
Date: ����/�1-0 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: la Signature (Applicant orAgent};
Date: 2/7/2020
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Applicant:
ROBERT LINCOLN
51845 EISENHOWER DR
LA QUINTA, CA 92253
BWFE2020-0044
51845 EISENHOWER DR
773174017
LINCOLN / 234LF GARDEN AND 50LF COMBO WALLS AT PL
$20,000.00
Owner:
ROBERT & WENDY LINCOLN
51845 EISENHOWER DR
LA QUINTA, CA 92253
Contractor:
ROBERT LINCOLN - OWNER BUILDER
51845 EISENHOWER DR
LA QUINTA, CA 92253
(760)564-2801
Llc. No.::CONV:140528101254134568
Detail: 234LF OF 6' GARDEN WALL ON NORTH AND SOUTH PROPERTY LINES, AND EAST (FRONT) WALL LOCATED AT THE PROPERTY LINE NOT TO ENCROACH
INTO 12' RIGHT -OF -WAY. 50LF OF 3' RETAINING WALL WITHIN THE WEST (REAR) PROPERTY LINE. (CITY STANDARD GARDEN AND RETAINING
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
INFORMATION
ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$16.10
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$64.40
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 1001-17 PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $201.25
DESCRIPTION
ACCOUNT
CITY
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
Sr
50 LF
ITY OF LA UUIIV i /A
BUILDING DIVISION
REVIEWED FOR.
CODE
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Contreras Eduardo / Contreras Guadal...
51865 Eisenhower Dr La Quinta, CA 92253
Riverside County
APN: 773-174-018 Built: 1991
Type: Residential I SF R Beds: 3
Sq Ft: 1,563
Baths: 2
Order Custorner Service CostsFirstTll Add to Farn
I."4o �
` Medina Mary C
51825 Eisenhower Dr La Quinta, CA 92253
Riverside County
APN: 773-174-016 Built: 1979
Type: Residential f SFR Beds: 3
Report Name
A
Sq Ft: 1,240
Baths: 2
Order Customer Service CostsFirst TIA
Actions
(:nmhinPd RPnnrt Fdit 1 Ri in
Available
Allowanc
FOOTING OPTION "A" FOOTING OPTION "B"
(Shown at 6' Height) (Shown at 5' Height)
I
#4 Horizontal rebar 1
(use bond beam block)
„h„
heightfromtop
of footing
T I
Reverse = I I --_
direction of
hookonevery (FOOTING WIDTH)
other rebar SEE TABLE "A"
6" or 8" block
#4 horizontal at 32" max. o.c.
(use bond beam block)
SEE TABLE "A"
— FOR REBAR SIZE
AND SPACING
(locate rebar in center of cell)
Table "a"
„W„
Vertical
reinforcement
3'
17"
#4 @ 48" O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C.
6
29"
1 #4 @ 24" O.C.
NOTES:
1)this design does not allow grade differentials of
more than 6" on opposing sides of the wall. This is
not a retaining wall.
2) fence heights are regulated — consult zoning
regulations before beginning construction.
3) no water course or natural drainage shall be
obstructed.
4) grout Only the cells containing rebar. This wall
is not designed for all cells to be grouted.
5)all rebarto be astm spec. A615, grade 40 minimum.
6) all rebar lap splices to be 24" minimum.
7) all masonry units to be astm C-90 grade N.
8) rebar to be centered in masonry cells.
"SEE PAGE 2 FOR ADDITIONAL INFORMATION"
DISCLAIMER:
Alternate designs may be possible
when provided with an engineered
analysis. Use of this standard design
is at the user's risk and carries no
implied or inferred guarantee against
failure or defects.
SEE TABLE "B"
FOR REBAR SIZE —
AND SPACING
(locate rebar in center of cell)
Finish grade
(1) - #4 rebar
continuous IIII=
=IIlI (2) - #4 rebar
1111111 continuous IIII=
- =il
i„w„
(FOOTING WIDTF
SEE TABLE "B"
All footings adjacent to
slopes to beat least 5'to
daylight as shown below.
r
sr
D�
BOTTOM - {O
OF 5'MIN
FOOTING
Checkwith the Building De artmentto
verify if a building permit is required.
„h„
heightfromtop
of footing
101, 12"
T T
Table "b"
«h„
„W„
Vertical
reinforcement
3'
19"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6'
34' `
#4 @ 24" O.C.
When a permit is required, the following
inspections are required:
1) FOOTING; Excavation trench clean with
steel in place and supported 3" above and
away from the surrounding earth/dirt.
2) REBARIPRE-GROLIT; Bond beam rebar and
vertical rebar in place - inspection prior to
placing grout.
3) FINAL; After grout is placed - prior to any
decorative cap placement.
REBAR PLACEMENT
ILLUSTRATION
-p- (TYPICAL) -*-
All rebar splices
24" min. overlap
�N.iM
FOOTING OPTION A
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF)
=30
PASSIVE SOIL BEARING (PSF)
=150
COEFFICIENT OF FRICTION
= 025
ALLOWABLE SOIL BEARING (PSF)
=1500
WIND=80 MPH, EXPOSUREC
SEISMIC:
Na=1.3, Nv=1.6, Z=0.4, SOIL PROFILE=Sd
(TYPICAL)
only cells and bond beam
courses with rebar to be
grouted
(do not solid grout entire wall - use
grout stop mesh as appropriate)
ter._
(TYPICAL)
All rebar shall have a
minimum of3"concrete
�"•., cover at footings
Western Riverside County Code Uniformity Program
City of La Quinta
Zv Building Department
—CALIFORNIA- Freestanding Block Wall
(760) 777-7125 78-495 Call e Tampico, La Quinta, CA 92260
FAX (760) 777-7011 11/13/2014 Design and Development PAGE20F2
FOOTING OPTION "A"
(Shown at 6' Height)
FOOTING OPTION "B"
(Shown at 5' Height)
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
#4 VERTICAL REBAR AT 24"
MAX. SPACING
(REBAR IN CENTER OF CELL)
#4 HORIZONTAL REBAR CONTINUOUS
AT 32'' MAX. ABOVE TOP OF RETAINING W
(USE BOND BEAM BLOCK)
6' MAX _ - ---NON-RETAINING PORTION OF WALL
B" BLOCK —
(GRQUj ONLY CELLS_YYjTH IjE6AR)
•
i
i
GRADE
_I I I_
TFINISH
RETAINED
EARTH
2'
MAX
€
3" MAX.
t
FI
illl:
16"
4„
16"�
12"
Z
(2) - #4 HORIZONTAL REBARS
AT TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
RETAINING PORTION OF WALL
8" BLOCK
(SOLID GROUT ALL CELLS)
GRADE
OMIT HEAD JOINTS
D
FOR DRAINAGE(FIRST
\FINISH
COURSE ONLY)�
(3) - #4 HORIZONTAL REBARS
4"
#4 REBAR
AT 24" SPACING
(WITH 6" MIN. HOOKS AT ENDS FOR OPTION "B")
THE __FOLLOWING INSPECTI.ONS ARE REQUIRED:
1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED
3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-G ROU'1 ; BOND BEAM REBAR AND VERTICAL REBAR IN PLACE -
INSPECTION PRIOR TO PLACING GROUT.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT.
NOTES:
1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS
BEFORE BEGINNING CONSTRUCTION.
2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
3) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
6' MAX
2' MAX
4"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
BOTTOM
OF 5' MIN
FOOTING
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
6) NOT DESIGNED FOR SURCHARGE LOADS FROM
VEHICLES OR STRUCTURES.
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE Lim
WHEN PROVIDED WITH AN ENGINEERED CALIFORNIA
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO 760 777-7125
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS. Fax (760)777-7011
City of La Quinta
Block Wall Standard
Atop 2' Retaining Wall
78-495 CALLS TAMPICO, LA QUINTA, CA 92253
1 1 /08/ 17 Design and DevelOprneFIt I Page 1 of 2
REBAR PLACEMENT
ILLUSTRATION
(SEE PAGE 1 FOR SPECIFIC REQUIREMENTS)
(TYPICAL)
FOR THE RETAINING PORTION OF WALL
ALL CELLS TO BE GROUTED
-- (TYPICAL)
FOR NON -RETAINING PORTION OF WALL
ONLY CELLS AND BOND BEAM COURSES
WITH REBAR TO BE GROUTED
(USE GROUT STOP MESH AS APPROPRIATE)
FOOTING OPTION A
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF) = 30
PASSIVE SOIL BEARING (PSF) = 1 50
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) = 1 500
WIND = BO MPH, EXPOSURE C
SEISMIC:
NA=1-3, Nv= 1 .6, Z=0.4, SOIL PROFILE=SD
284-256
FOOTING OPTION B
-► (TYPICAL)
ALL REBAR SPLICES
24" MIN. OVERLAP
_�+► l"i YPICAL)
ALL REBAR SHALL HAVE A
MINIMUM OF 3" CONCRETE COVER
AT FOOTINGS
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