14-0102 (BLCK)P.O. BOX 1504,
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 14-00000102
Property Address: 512.45 VIA SORRENTO
APN: 777 -330 -011 -
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3000
Applicant: Architect or Engineer:
V
BU
-----------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I' hereby affirm under penalty of perjury that I am I' �aner provisions of Chapter 9 (commencing v
Section 7000) of Division 3 of the Bus' sc. oCode, and my. License is in full force and
LicenseCI s: cense No.: 916227
D ate Contract r
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for tl
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a perp
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applici
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor'.-
License
ontractor':License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7C
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars
1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code:
Contractors' State License Law does not apply to an owner of property who builds or improt
and who does the work himself or herself through his or her own employees, provided that t
improvements are not intended or offered for sale. If, however, the building or improvement
one year of completion, the owner -builder will have the burden of proving that he or she did
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct thi
7044, Business and Professions Code: The Contractors' State License Law does not apply t
property who builds or improves thereon, and who contracts for the projects with a contract
pursuant to the Contractors' State License Law.). -
(_) 1 am exempt un.der 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
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
•��-t�
ING &SAFETY DEPARTMENT
BUILDING PERMIT
ith
ffect
e
t to
nt for the
State
:ode) or
31.5 by
>500).:
work, and
rhe
as thereon,
e
is sold within
of build or
project (Sec.
an owner of
(s) licensed
f the
Owner:
BRODERICK
51245 VIA SORRENTO
LA QUINTA, CA 92253
Contractor:
GJH DEVELOPMENT INC
29207 RIDGELINE CT
TEMECULA, CA 92590
(760)777-9520
Lic. No.: 916227
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153 `
Date: 1/31/14
FJ A iN' 3 1 2014
CITY OF LA QUINTA
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 ofthe Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation `
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
Iy.certifythat, in the performance of the w;S/Ijec
r which this permit is issued, I shall not employ any
person in any manners be t to the' workers' compensation laws of California,
and agree that,if 1 ould b ubj the workers' compensation provisions of Section
700 of the Lab r(: ode s tth ith comply with those provisions.
Dat Applica�: > .
WARNIN FAILURE TO SECURE O ER 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 Director of Building and Safety 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 1 have read this application and stat that the above for Bois correct. I agree to comply with all '
city and county ordinances and state laws relat g to building c ctio and hereby authorize representatives
of this cou ty to enter upon the above -mention d prope r in do urposes.
Dattee Signature (Acant or Agentt .
Application Number . l . . . 14-00000102
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . .
47.19 Plan Check Fee
.00
Issue Date . . . .
Valuation . . .
. 3000
Expiration Date . .
7/30/14
Qty Unit Charge
Per
Extension
1.00 47.1900
LS MISC WALL, FIRST 100 LF
47.19
---------------------------
Special Notes and Comments
------------------------------------------------
BLOCK WALL - 16.5 LF BLOCK
WALL WITH 2
16" PILASTERS AT SIDE
YARD [ORCO
SPECIFICATIONS] PRECIS
ON CONCRETE BLOCK
SHALL BE COVERED WITH
TUCCO, PAINT, OR
TEXTURED COATING WHERE
VISIBLE FROM
OUTSIDE THE PROPERTY.
010 CALIFORNIA
BUILDING CODES.
---------------------------
Other Fees . . . .
------------------------------------------------
. . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Cha
ged PaidCredited
Due
------------------ ---
L -------- - -----------
-- ---
Permit Fee Total
47.19 .00 .00
47.19
Plan Check Total
.00 .00 .00
.00
Other Fee Total
61.06 .00 .00
61.06
Grand Total
108.25 .00 .00
108.25
LQPEWMIT
Bin # -
w
City of Ca Q uin to
Building 8r Safety Division-
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
UI,—,
Project Address: (
Owner's Name:
A. P. Number:
Address:
Legal Description:7.
City, ST, Zip:
%
h ne: `'•:s....
p o
ntract
Co or:Tele
- �
Address: x
Project Description:
City, ST, Zip:`
Telephone:260 ^'a:s�:><.;«:;�::::.:r.:;<,:^:<:.:;:;:;.::;>:r::.
O .c:.
it
State Lic. # : City Lic. #;
Arch., Engr., Designer:
v
Address:
r
City., ST,. Zip:
loe
Telephone:
Construction Type: Occupancy:
State Lic.
Project type (circle one), New Add'n Alter Repair Demo
.Name of Contact Person: z li e 2
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project:
- APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd,
Rec'd
TRACKING
PERMIT FEES.
Plan Sets �,
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
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
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
H.O.A. Approval
.
Plans resubmitted
Grading
INV HOUSE:-
'."' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person •
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
IT-t7-IPrmit Fees
r
MOUNTAIN VIEW
COUNTRY CLUB
at La Quinta
January 30, 2014
Pete & Deb Broderick
51245 Via Sorrento
La Quinta, CA 92253
Re: Architectural Submittal- Architectural Submittal 51245 Via Sorrento
Dear Mr: & Mrs. Broderick:
The Architectural Review Committee for MOUNTAIN VIEW HOA has reviewed and APPROVED
your architectural submittal for the installation of the wall, gate & landscaping.
ARC approval of plans shall not constitute a representation, warranty, or guarantee those such
plans and specifications comply with engineering design practices or zoning and building
ordinances, or other governmental agency regulations or restrictions. The ARC shall not be
responsible for reviewing, nor shall its approval of any plans or design, be deemed approved
from the standpoint of structural safety or conformance with building or other codes., By
approving such plans and specifications, neither the ARC, the Members thereof, the
Association, any Member thereof, their Board of Directors, any Members thereof, nor the
Declarant assumes any liability or responsibility therefore or for any defect in the construction
or improvement from such plans or specifications. As provided in the CC&ft's neither the ARC,
the Association, the Board of Directors or the Association or any Members thereof, not the
Declarant or Developer shall be liable to any Member, Owner, Occupant, or other person or
entity for any damage, loss or prejudice suffered or claimed on account of (1) the approval or
disapproval of any plans, drawings, or specifications, whether or not defective, or (2)the
construction of performance of any work whether or not pursuant to the approved plans,
drawings, or specifications.
Your patience and cooperation with the architectural review process is appreciated. If you have
any, questions, please contact the association at (760) 776-5100, Extension 351.
Sincerely,
On Behalf of the MOUNTAIN VIEW HOA Architectural Committee
Elizabeth Weber, CCAM
The Management Trust - Monarch Group Division
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
COMPACTION OF 90%.
N x. #4 HORZ CONT. 11. FIRST INSPECTION TD BEAFTER FOOTING TRENLHESARE
READYFOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE.
~ SECOND INSPECRON 7O BE WHEN THE
REQUIRED VERTICAL IS IN
PLACEAND 771E BLOCK WALL IS'READY 7O GROUT
11. MAXIMUM CONTROL JOINT SPACING: 40' O/G 20' O/C FOR
WALLS TO BE MORTAR WASHED OR STUI;L'O COATED.
W CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
UlIYUF-LAUUINIA
BUILDING & SAFETY DEPT.
Ar rluvED
FOR CONSTRUCTION
MIC 1 i
2 S/8' MIN. CLEAR CELL
OPEN REQUIRED TO USE
6616 SLUMP® ON.
lc::D=l
ORCO WIDE CELL SLUMP
eROFESS/C `
�m1
tu
m
~ C31925 N
EXF. 12-31-2014
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I
ORCO STANDARD 6.' TO
8' CMU SITE WALLS
OPTIONAL FLAT GIP
DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60.
5. 1500 PST MASONRY COMPRESSION STRENGTH - NO SPCC.
INSPECTION
6816, 6616, OR 6618 C7NU'
GROUTED ONLY @ VERT
STEEL
NOTES:
1. CONCRETE BLOCKSHAL.L CONFORM TO ASTM C 90. WEDGELOCK .
BLOCK SLUMP BLOCK AND SPL UTACE BLOCKAREACXEPTABLE.
1^ DROP-IN LIAR
Z CONCRETE FOR F007ING SHALL BE 1 PART CEMENT 70 2-1/2
W
C7
PAR755AND TO 3-1/2 PARTS GRAVEL WHHA MAXIMUM OF 1-1/1
GALLONS OF WATER PER S4CX PORTLAND CEME NT SHALL CONFORM
a
#6 STD JOINT
TO ASTM C 150 TYPElW Fc = 2500 PSI
RL7NFORCEML7VT @ 14" O/C
(3 PLACES - 4 PLACES FOR 7'
3 RETNFORCING STEEL. SHALL BE DEWRMEDAND CONFORM TO
A57M A 615 GRADE 60. PROVIDE 48 LIAR DIAMETER LAP.
& 8' WALLS). USE #5.57D.
cic e
U
FOR SLUMP BLOCK
4. REHAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICT•1IT IS LOCATED.
Lu
NNOTE
PROVIDE 99 DOWEL LF
S. CONCRETE BLOCKSHALL BELAYED INA RUNNING BOND
PATTERN WITT•T VERTICAL CONTINUITY OF THE CELLS ONO.
#4 DROP-IN LIAR AT EACH ,
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @WALL
6. ALL BLOCK CELLS CONTAINING VERTICAL RLRAR SHALL BE SOLID
O
,
HEIGHT CHANGES
GROUTED. "
00
7. USE TYPE S MORTAR PROPOR77ONED USING ASTM C270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
O
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART ,
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
x DOWEL @ CENTER OF
PEA GRAVEL IF WEATHER CONDITIONSARE FAVORABLEAND BLOCK
CMU.
UNOBSTRUCTED CELL SIZE IS SUPFICIE NT TO ALLOW GOOD GROUT
PL
OW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOWWITHOUT
3EQUAAL
SEGREGA77ON OF THE CONSITUENTS
it
EQUAL
9. BLOCKSIEM MAYBE WET -SET 1-1/2'IN70 THE FOOTING WHILE
F
`v
LEVEL GRADE BOTH SIDES
THE CONCRETE IS PLA577C BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCIi TYPE FOOTING
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
COMPACTION OF 90%.
N x. #4 HORZ CONT. 11. FIRST INSPECTION TD BEAFTER FOOTING TRENLHESARE
READYFOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE.
~ SECOND INSPECRON 7O BE WHEN THE
REQUIRED VERTICAL IS IN
PLACEAND 771E BLOCK WALL IS'READY 7O GROUT
11. MAXIMUM CONTROL JOINT SPACING: 40' O/G 20' O/C FOR
WALLS TO BE MORTAR WASHED OR STUI;L'O COATED.
W CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
UlIYUF-LAUUINIA
BUILDING & SAFETY DEPT.
Ar rluvED
FOR CONSTRUCTION
MIC 1 i
2 S/8' MIN. CLEAR CELL
OPEN REQUIRED TO USE
6616 SLUMP® ON.
lc::D=l
ORCO WIDE CELL SLUMP
eROFESS/C `
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tu
m
~ C31925 N
EXF. 12-31-2014
�9I r�V
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I
CHART FOR 6' TO 8' SITE .WALL W/ SPREAD FOOTING
WIND
MAX.
,W,
DESIGN
WALL
SPREAD
'X'
SPEED
FOOTING
DOWEL
'Y' BAR
HEIGHT
WIDTH
/
#4 @ 48"0/C 33"
#4 @ 48" 0/C
U V
6'-0"
I'-9"
48' 0/C FOR 6'
48' 0/C FOR 6'
W
SLUMP BLOCK. _ -
SLUMP BLOCK.
N
d.
X
W
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
�
6'-8"
I'-11"
40' 0/C FOR 6'
LIO".
40' 0/C FOR b'
Q
Z
W
SLUMP BLOCK.
10" --
SLUMP BLOCK.
W
= N
#4 @ 40" 0/C 33"
#4 @ " 0/C
• IL
/'-4"
7'-4"
-
32. O/C FOR 6-
32' O/C FOR 6'
., (n
SLUMP BLOCK. lo..
O" -- 10.7 O"
BLOCK.
U-)
00
#4 @ 32"0/C - 33"
#4 @ 32" 0/C
2'-4"
24' 0/C FOR 6'
24' 0/C FOR 6'
.
SLUMP BLOCK. 12" -- , 12"
SLUMP BLOCK.
NU I t: /-UK 16" LUNG BLU(X USE 9" INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE:
48" O/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK ET .
04 DOWEL @ EAaf MDE OF
BLOO(4X f W104 DROP -BV 1148
6 WAu W/REDVMMW
{B GETARS .
*- a QWr..aRDASR =tW
AVk=2r, wM PPfflrAWr
r abw" sm
rw BLOCK-OUT
I I D° '•° '4
a 1 L I LLWf. FOO77NG • v°' ° I — 1 6
rL v p
A . v.
D
FOR SIDEYARD RETEIRN WALLS WHERE
DR MGESWALEOCWREYA112BLOCX - D• piaezm,r.ea�rmv-nmv¢�r•
ANYLL7TOUr @ SWALEGRADE FROMDE Am, uvA�e,wwdarrasw ma,
04 DOWEL AND 04 DROFRIN B4R ON EAOL '�-
,wrwas nw.
SLDEOFTHE Sj1&IX
QORAIN-AS asm�rr®rnt
SHOWN.
FOOTING STEP DETAIL _
ZR of E 0/V
wu V m
cx
CITY OF L4 QUINTA -31-2 1 N A
* EXP. 12-i1-2014
�4T CSV �\, RSP
0F CAS -SFO
t
6'--8 to 8'--8" HIGH ORCO 16" SQ, PILASTER
FOR 85 MPH EXPOSURE C WIND
NOTES:
DESIGN CRITERIA: PER THE 2010 C9C
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. ORCO STD:
I. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF PRECISION, SPLIT FACE, SLUMPED, OR WEDGELO K BLOCTCMAY BE
Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF USED
3. GROUT STRENGTH.= 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL: GRADE W. J Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 1-1/2
5. SETSMIC - 70% ONE SEC ACO<LERA770N. PARTS SAND TO 3-1/1 PARTS GRAVEL WITH A MAXIMUM OF I-1/2
6.1500 PSI MASONRY COMPRESSION STRENGTH. GALLONS OF WATER PER SACX PORTLAND CEMENT SHALL CONFORM
TO A57M C 150 TYPE V. k = 2500 PSI
J
PILASTER WHERE INTERSECTING BLOCK WALLS OCa1P_
EQUAL 7, EQUAL
.16816 PILASTER
CMU - SOLID GROUTED
n
�I
A
U F0077NC WIDTH 'W • J4 HORZ 'W` 6" LONG
a
0 12" O/C EACH WAY
CITY OF LA QUINTA.
BUILDING & SAFETY DEPT.
APS
FOR CONSTRUCTION
DATE �BY
SQ. FOOTING WIDTH 'W'
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM 70
7'-4"
ASTM A 615 GRADE 60. PROVIDE 46 84R DIAMETER LAP.
OP77ONAL
CAP 4.RE8ARSHALL BECENTERED INTHE CONCRETE BLOCXCELL IN
2'-9"
WHl0f IT IS LOCATED.
5S, CONCRETE BLOCKSHALL BELAYED INA RUNATNG BOND
PATTERN WPH VBZ77CAL C IMNU17Y OF THE MIS UNO.
16816 O
16616 PILASTER
CMU -
OLID GROUTED.: 6. ALL BLOCK CELL CONTAINING VER77CAL REBAR'SHALL BE SOLID
SEE DIAGRAM
BELOW GROUTED.
(2) #4 VER7
DROP-IN BARS 7.USEOBPTYPES MORTAR PROPIOR77ONEDUSINGASTMC270.1
PART CEMENT TO 1/2 PART LIME TO 4-1/1 PAR75 DAMP, LOOSE
SAND.
k,
B. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
Q
CEMENT TO 3 PAR75 SAND (GROUT MAYCONTAIN 2 PARTS 318-
P54 GRAVM IF WEATHER CONDITIONS AREFAVOR48LEAND BLDG(
UNOBSTRUCTED CELL SPIE IS SUMCIENT TO ALLOW GOOD GROUT
00
ROW). WATER SHALL BEADDED TO PRODUCE 0000 GROUT FLOW
WITHOUT SEGREG477ON OF THE CONSITUENTS
9. BLOCK STEN MAY BE WET -SET 1-1/2` INTO THE F0077NG WHILE
THE CONCRETE IS PLASTIC: BLOCK SIGN MAY BE PLACE 70
d
EITHER EDGE OF THE 7RSW"N TYPE FOOTING.
x_1/2" CLR. la F00777VG MUST BE POURED ON OR INFO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90%co.
11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
(2) #4 DD
PLACEANDTHE BLOCK WALL ISREADY 70GROUT.
LS W/ 24"FM/I �
EXTENSION
INTO CMU. I
1
12. PROVIDE EXPANSION/CONTROL JOINT ON EACH SIDE OF
J
PILASTER WHERE INTERSECTING BLOCK WALLS OCa1P_
EQUAL 7, EQUAL
.16816 PILASTER
CMU - SOLID GROUTED
n
�I
A
U F0077NC WIDTH 'W • J4 HORZ 'W` 6" LONG
a
0 12" O/C EACH WAY
CITY OF LA QUINTA.
BUILDING & SAFETY DEPT.
APS
FOR CONSTRUCTION
DATE �BY
SQ. FOOTING WIDTH 'W'
6'-8"
7'-4"
8'-8'1
2"-0"
2'-3"
2'-9"
(2) #4' VERTICAL - AS
SHOWN
OF E
a
cilm N
*
EJP 12 -JI -2014
sr'r CIV 1 �- �l►`e
f OF 01►1.\F�
REVISIONS
OCTODER 24, 2012
SHEET TITLE:
ENTRY
GATE
DRAWN
JANUARY 11, 2014
CHAD MEYER / DESIGNER
SHEET