BWFE2015-004878-495 CALLE AMPICO
LA QUINTA, CALIFORNIA 92253
T"uy "& 4a"
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BWFE2015-0048
Property Address:
53005 LATROBE LN
APN:
770340016
Application Description:
TRADITION/MATTISON/115 FEET OF WALL AND 115 FEET RETAINING
Property Zoning:
Application Valuation:
$10,000.00
Applicant:
0a
BRADSHAW CONSTRUCTION
INC
46-248 ROUDEL LANE
LA QUINTA, CA 92253
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: _ License No.: 848057
Date: A 0 Contractor:"/�j
/e k,
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).:
(1 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.).
(1 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.).
(_J 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
Lender's Add
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
(760)347-4246
Llc. No.: 848057
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 F.n
k for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Se00 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and polity number are:
Carrier:_ Polity 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 sha fort ith
comply with those provisions.
Date: Applicant: /P
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVE EIS 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 aj�v
mentioned property for inspection purposes. /) _ /) y
Date: Signature (Applicant or Agent)
Date: 3/10/2015
Owner:
TAMARA MATTISON
0a
Contractor:
BRADSHAW CONSTRUCTION�
46-248 ROUDEL LANE
LA QUINTA, CA 92253
(760)347-4246
Llc. No.: 848057
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 F.n
k for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Se00 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and polity number are:
Carrier:_ Polity 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 sha fort ith
comply with those provisions.
Date: Applicant: /P
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVE EIS 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 aj�v
mentioned property for inspection purposes. /) _ /) y
Date: Signature (Applicant or Agent)
t r
REBAR PLACEMENT
1-LLUS-T....RATION
(SEEPAGE 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)
M21 l m
FOQTI NG_OPT10N._A
DESIGN PARAMETERS:
ACTIVE -SOIL PRESSURE (PSF) = 30
PASSIVE SOIL BEARING (PSF) =150
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) =1500
WIND =.80 MPH, EXPOSURE C
SEISMIC:
NA= 1.3. Nv=1.6. Z=0.4. SOIL PROFILE=SD
(TYPICAL)
ALL REBAR SPLICES
24" MIN. OVERLAP
(TYPICAL)
ALL REBAR SHALL HAVE A
MINIMUM OF 3" CONCRETE COVER
AT FOOTINGS
r
FOOTING OPTION "A"
CITY OF LA QUINTA.
OUILUINU & SAFETY DEPT.
APPROVED
#4 0 IZONTALR-rQEBPUyTION
(USE BOND BEAM BLOCK)
DATE BY
#4 VERTICAL REBAR AT 24"
MAX. SPACING
(REBAR IN CENTER OF CELL)
#4 HORIZONTAL REBAR CONTINUOUS
AT 32" MAX. ABOVE TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
NON -RETAINING PORTION OF WALL
8" BLOCK
(GROUT ONLY CELLS WITH_REBQR)
(2) - #4 HORIZONTAL REBARS
AT TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
RETAINING PORTION OF WALL
8" BLOCK —�
FINISH GRADE L (SOLID_GROUT ALL CELLS)
_—
TM
I RETAINED :
EARTH OMIT HEAD JOINTS
FOR DRAINAGE ----
2' MAX (FIRST COURSE ONLY)
j
3" MAX. (3) • #4 HORIZONTAL REBARS —
FINISH GRAD I
- -1l(II-1111= 4"
I ,
a
I 12°
16°
I _T._-
4„—i6°---� #4 REBAR
AT 24" SPACING
I (WITH 6" MIN. HOOKS AT ENDS FOR OPTION -B%
THE.FOLLOWING,INSPECTIONS ARE REQUIRED:
1).FQOT(NG: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED
3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-GROUT: 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.
FOOTING OPTION "B"
6' MAX
lgffk9r- �.; i D� 1=1
IlEgillmill
Lamm mm.
i
t
12"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
9f
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.um&
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE BLOCK WALL
WHEN PROVIDED WITH AN ENGINEERED ��Ff
ANALYSIS. USE OF THIS STANDARD DESIGN JOFb ATOP 21 RETAINING WALL
IS AT THE USER'S RISK AND CARRIES NO PHONE (760) 777-7125 75-495 CAI,I r TAMPICO
IMPLIED OR INFERRED GUARANTEE AGAINST I I LA QUINTA, CALIFORNIA 92253
FAILURE OR DEFECTS. FAX (760) 777-7011 1 tO/9/2014 jO0MMUNrrYDEVEL0pmENTDErr.j I'AGE 1 OF2
27" s,
t �J..
T
BUILDING & SAFETY C�
roPviE._._ APPROVEW I I
FOOTING FOR CONSTRUCTION-J.-
BLOCK
ONSTRUCTI ON_-J.._BLOCK
E BY I I
GROUT DATI
STEEL REBAR
REBAR I I
PLACEMENT.:.____::..:.:
JLLUSTRATJON I
�•— 0\ r 1►
BLOCK
(12" X 12" OR 16" X 16")
SOLID GROUT
(4) - # 4 REBAR
(ONE AT EACH CORNER)
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
.j
e:: ,1s
BOOFOna
FOOTING
FOOTING REBAR SHALL
HAVE A MIN. 6" LONG
HOOK ANO A MIN.
CONCRETE COVER OF 3"
CHECK WITH THE BUILDING DEPARTMENT
TO VERIFY IF A BUILDING PERMIT 15 REQUIRED.,
WHEN A BUILDING PERMIT IS REQUIRED,
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED:
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL
IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM
THE SURROUNDING THE EARTH/DIRT.
2) REBAR/PRE:GROUT; VERTICAL REBAR IN PLACE -
INSPECTION PRIOR TO PLACING GROUT.
3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
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.
I
I
I
I
LIMITATIONS:
I. PILASTER SPACING SHALL NOT EXCEED 20 FT. WHEN OTHER INFILL FENCING
IS ATTACHED.
2. ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATTACHED TO
PILASTERS. SOLID TYPE FENCING MAY NOT BE ATTACHED TO PILASTER.
3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED TO 200# MAX.
WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER.
4.THIS PILASTER DESIGN IS INTENDED TO BE USED O,fVLY AS A FENCING
FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS.
5. FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE
BEGINNING CONSTRUCTION.
6, INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES
REQUIRE ELECTRICAL PERMITS AND INSPECTION,
7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
AND ENGINEERED FILL.
S. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
ot
FCF4 TIbO
MASONRY PILASTER
OF
PHONE (760) 777-7125 78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
FAX (760) 777-7011 10/9/2014 1 COMMUNITY DEVELOPMENT DEPT. PAGE 1 OF 1
MIN 24"
REBAR
OVERLAP
GRADE
4"
—
� �
1
p:a
20"
.YI
,�
16"
r
o-
i
w�rf4a + `a
BLOCK
(12" X 12" OR 16" X 16")
SOLID GROUT
(4) - # 4 REBAR
(ONE AT EACH CORNER)
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
.j
e:: ,1s
BOOFOna
FOOTING
FOOTING REBAR SHALL
HAVE A MIN. 6" LONG
HOOK ANO A MIN.
CONCRETE COVER OF 3"
CHECK WITH THE BUILDING DEPARTMENT
TO VERIFY IF A BUILDING PERMIT 15 REQUIRED.,
WHEN A BUILDING PERMIT IS REQUIRED,
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED:
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL
IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM
THE SURROUNDING THE EARTH/DIRT.
2) REBAR/PRE:GROUT; VERTICAL REBAR IN PLACE -
INSPECTION PRIOR TO PLACING GROUT.
3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
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.
I
I
I
I
LIMITATIONS:
I. PILASTER SPACING SHALL NOT EXCEED 20 FT. WHEN OTHER INFILL FENCING
IS ATTACHED.
2. ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATTACHED TO
PILASTERS. SOLID TYPE FENCING MAY NOT BE ATTACHED TO PILASTER.
3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED TO 200# MAX.
WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER.
4.THIS PILASTER DESIGN IS INTENDED TO BE USED O,fVLY AS A FENCING
FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS.
5. FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE
BEGINNING CONSTRUCTION.
6, INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES
REQUIRE ELECTRICAL PERMITS AND INSPECTION,
7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
AND ENGINEERED FILL.
S. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
ot
FCF4 TIbO
MASONRY PILASTER
OF
PHONE (760) 777-7125 78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
FAX (760) 777-7011 10/9/2014 1 COMMUNITY DEVELOPMENT DEPT. PAGE 1 OF 1
FOOTING OPTION ,
"H,.
HEIGHT FROM TOP
OF FOOTING
12" 10"
CITY i OF LA QUINTA
APPROVED
FOR CONSTRUCTION
#4 HORIZONTAL REBAR
USE BOND BEEMBLOCK)
6" OR 8" BLOCK
REVERSE
...#4 HORIZONTAL AT 32" MAX. O.C.
DIRECTION OF
(USE BOND BEAM BLOCK)
HOOK ON EVERY
SEE TABLE "A" SEE TABLE "B"
OTHER REBAR
FOR REBAR SIZE FOR REBAR SIZE—
#4 @ 48" O.C,:
AND SPACINGI� AND SPACING
#4 @ 24" O.C:
(L.00AT$ REDAR IN CG.M•F.A OF' cni.1 a..CCAlc Amm m CEwt-st or CELQ
#4 @_48" O.C..
FINISH GRADE
34"
(1) • #4 REBAR
All ONTINUOUS
(2) - #4 REBAR_CONTINUOUS
J�_I
FIN
REVERSE
= Ilitlll
DIRECTION OF
I� "W" -♦!
HOOK ON EVERY
I (FOOTING WIDTH)
OTHER REBAR
SEE TABLE "A"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a•
s. e
�..
uorroM <_
OF'
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOTA RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGfNNING 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 REBAR TO 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'
DISC!_AIM.ER:
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.
0
.=M
((FOOTING W10TH)I
SEE TABLE "B"
rpN ``B"
I
H,.
HEIGHT FROM TOP
OF FOOTING
j�
1
. 12"
W46S.
„H, "w"
VERTICAL
REINFORCEMENT
-3`'_ _ 17"
#4 @ 48" O.C.
4' 20"
#4 @ 48" O.C.
5' 23"
#4 @ 48" O.C,:
6' 29"
#4 @ 24" O.C:
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a•
s. e
�..
uorroM <_
OF'
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOTA RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGfNNING 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 REBAR TO 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'
DISC!_AIM.ER:
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.
0
.=M
((FOOTING W10TH)I
SEE TABLE "B"
rpN ``B"
I
H,.
HEIGHT FROM TOP
OF FOOTING
j�
1
. 12"
W46S.
„H,.
„W,.
VERTICAL
REINFORCEMENT
3'
19"
#4 CO) 48" O.C.
,4'.
22"
#4 @ 48" O.C.,
5t
29"
#4 @_48" O.C..
6' •1
34"
1 #4 @"24" O.C.:
CHECK._WITH..7yE.BAitt-DING.DEPART.MRNT TO
VERTF. ..F,A_BUILDII�IG._PER.NJIT,IS REgU[RED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOOT.IfVG; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REJ3AR/PR,.E GROUT; 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.
RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
9Of4aw
FREESTANDING BLOCK WALL_
PHONE (760) 777-7.1.25 " ' "' """' l! -V,"
I:A PINTA, C`AI:JI•'Q1�NIA 92253
FAX (7fi0) 777-7011 1 1U/9/2UI4 COMMUNITY Iwvh'LOpMF Nf UP;F'I: pAG F: 10112
r,
Cs ow .n rQTY V14"
BsAs SB1473 FEE 101=00010-20306.,,
0
$1.00 $0.00
YF
I
N MO�
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.60 $0.00
lam, k"
M_
611
. . . . . . . . . .
1. Ole
WALL/FENCE -,EA ADDITIONAL 50 LF
101-0006-42404
0
$76.86'
$0.00
IN'@ 4111 PAID' BY101
W.11-1110 1_1_'�
g,
%
gv 6
WALL/FENCE FIRST' 100
101-0000-42404
0
$41.86
$0.00
IRANLT
Y
FIRST 100 LF PC
101-000"2600,,
0
$60.91
$0.00
T otal.Paid forl' ENCE OR FREESTANDING I WALL $185.63 $0.06
lli'�!§_,'
IT
7,
ilil.'I
�-'RET WALL <=12 -'EAAMS0_LF
101-000042404
0 >
$14.50-
$0.00.
x,: PAID.BY
METHOD-,q�,.EREC
4,
DESCRIPTIONE�€ r3.,"gg
go
g",
OF
gp
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0 $47.86
$0.00
T
�MU W
AMOUNT
AETWALL,<=12 -FIRST 100 LF PC,,
401-0000-42600,
.0
$60.91
$0.00
.0 RM
E
ff A 611
4 IN
=1
"i
Total Paid foiRETAINING WALL $123.27 $0.00
Description: TRADITION/MATTISON/115 FEET OF WALL AND 115 FEET RETAINING
Type: WALL/FENCE Subtype: Status: UNDER REVIEW
Applied: 3/10/2015 SKH
Approved:
Parcel No: 770340016 Site Address: 53005 LATROBE LN LA QUINTA,CA 92253
Subdivision: TR 28867 Block: Lot: 16
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $10,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
PHONE
Details: 104LF OF 6' GARDEN WALL, 67LF OF RETAINING WALL AND 48LF OF RETAINGING WALL WITH 2' GARDEN WALL ATOP AT MULTIPLE
LOCATIONS PER APPROVED PLAN [CITY APPROVED SPECIFICATIONS) PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO,
PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
•• 'NAME -TYPE,
NAME
ADbRE99r
CONTACTS
CITY STATE ZIP
PHONE
FAX
EMAIL
APPLICANT
BRADSHAW CONSTRUCTION INC
46-248 ROUDEL LANE
LA QUINTA CA 92253
CONTRACTOR
BRADSHAW CONSTRUCTION INC
46-248 ROUDEL LANE
LA QUINTA CA 92253
OWNER
TAMARA MATTISON
5500 PRESTON RD STE
250
DALLAS TX 0
Printed: Tuesday, March 10, 2015 11:09:19 AM 1 of 3 i YSrEMs
DESCRIPTION
ACCOUNT,
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
COMPLETED
DATE
RESULT.
REMARKS
NOTES
.
BY
WALL/FENCE - EA
101-0000-42404
0
$76.86
$0.00
FOOTINGS
ADDITIONAL 50 LF
PARENT PROJECTS
REVIEW TYPE REVIEWER
REVIEWS
SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
WALL/FENCE - FIRST
101-0000-42404
0
.$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91.
$0.00
100 LF PC
Total Paid forFENCE OR FREESTANDING WALL $185.63 $0.00
RET WALL <=12 , EA
101-0000-42404
0
$14.50
$0.00
ADD 50 LF
RET WALL <=12 - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
RET WALL <=12 - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF.PC
Total Paid for RETAINING WALL $123.27 $0.00
TOTALS:$309.90 $0.00
BOND INFORMATION
Printed: Tuesday, March 10, 2015 11:09:19 AM 2 of 3�r(+'jj sysreMs
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT.
REMARKS
NOTES
BOND BEAM
FINAL"
FOOTINGS
PARENT PROJECTS
REVIEW TYPE REVIEWER
REVIEWS
SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
BOND INFORMATION
Printed: Tuesday, March 10, 2015 11:09:19 AM 2 of 3�r(+'jj sysreMs
ATTACHMENTS
Printed: Tuesday, March 10, 2015 11:09:19 AM 3 of 3 Rsysrenns
Bin #. ' Qty of La Q uln to .
Building &r Safety Division
Permit # P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking-Sheet
Project Address: S'3tvv 5 1.AT Z D (3 E . N. owner's Name: TAMA Q A ATT`i So N
A. P. Number: 770 — 3 &{Q —
01&
�M+
Address: rs00 CPRE S ION ED' d
Legal Description: L.OT 16 TRACT ,Z 1?9 & 7
city, ST, Zip: nA L.L..A, S TU i rA 3 0 -
Contractor: RA S HAW
Telc hone:
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l.r
Address: ROM D r L i t4Project
Description:
City, ST, Zip t-A NINIA
GA. 9/Z s
11DEN Mr AleZ T,4.INiN� w�us
Telephone
n
......
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City Lic. .10332 SJ.
1,.F X A'$,r /C.1. A/Al N6—
Arch., Engr., Designer:
- ILASTEAS YX;A_WN
Address:
City, ST, Zip:
Telhone:
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ConstructionType• Occupancy:
State Lie. #:
Project tom{"�c circle one : Now Add'n Alter' Repair Demo
J .. -! i. ( �i
Name of Contact Person: R o N RU F F
-:Sq.Ft.: '
# Stories:
#Units:
Telephone #,of Contact Person: 760 —X 780 " `JAV t0(o.
Estimated Value of Project:. �o. -r
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Rec'd
TRACMG
PERMITTEES
Plan sets
Plan Check submitted
Item
Amount
Structural Cala.
Reviewed, ready for corrections
Plan Check Deposit
Truss C21cs..
Called Contact Person
Plan Check Balance.
Title 24 Calcs.
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"' Review, ready for. corrections/issue
Electrical
Subcontictor.List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
Ii.O.A..Approval
Plans resubmitted
Grading
IN IJOUSE:- =
3" Reyiew, ready for correctionstissue
.Developer Impact Fee
7.
PlanningAppioval'.
Called Contact Person 1
A:I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Pcrmit Fees
A, I A 4