BPOL2017-000678-495 CA LLE TAMPICO
LA QUINTA, CALIFORNIA 922S3
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TAti
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DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BPOL2017-0006
Property Address:
43583 BORDEAUX DR
APN:
609580020
Application Description:
ARMEN RESIDENCE / POOL & SPA
Property Zoning:
Application Valuation:
$40,000.00
Applicant:
CRYSTAL BLUE POOLS AND
PATIOS
77711 FLORA RD
PALM DESERT, CA 92211
D°t �
:; )?91_17
CITY OFLA QUINTA
COMMUNITY 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 7000) of Division 3 of the Business and P fessions Code,
and my License is in full force and effect.
License Class: C53, B. C-8, C27 License No.: 84684
D� �Q7 C no trac7o7,1
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt frTdProfessions
Contractor's State
License Law for the following reason (Sec. 7031.5, Business 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 Name:
.Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/20/2017
Owner:
ARMEN
43583 BORDEAUX DR
LA QUINTA, CA 92253
Contractor:
CRYSTAL BLLPE POOLS AND PATIOS
77711 FLORA RD
PALM DESER-,CA 92211
(760)485-1463
Llc. No.: 846843
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certficate 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 inserance carrier and policy number are:
Carrier: SOUTHERN INSURANCE COMPANY Polity Number: OWC10OS100
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, i ould become subject to the
workers' compensation provisions of Ser ion ee
370g he Labor Code, I shall forthwith
comply with those provisions. �r If
WARNING: FAILURE TO SECURE WORKERo' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($00,000). 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 , theowner, 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 :ancellation.
I certify that I have read this application and state that the above information is correct.
I agree'to comply with all city and countd ordinance's and stat laws relating to building
construction, and hereby authorize represents ' es oRis cit to enter upon the
above -m ntioned property for inspectio.i r s:
Date: t ?'( Signature (Applicant or gen
Date: 1/20/2017
Application. Number:, BPQL2017-0006
Owner:
Property Address: 43583 BORDEAUX DR
ARMEN
APN: 609580020
43583 BORDEAUX DR
Application Description: ARMEN RESIDENCE / POOL & SPA
LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $40,000.00.
Applicant:
Contractor:
CRYSTAL BLUE POOLS AND PATIOS
CRYSTAL BLU-_. POOLS AND PATIOS
77711 FLORA RD
77711 FLORA RD
PALM DESERT, CA 92211
PALM DESER-,CA 92211
(760)485714E3
---------------------------------------------------------------------------------------------
Llc. No.: 846843
:Detail: FIRE PIT, BBQ, POOL & SPA WITH 42"-60" FT HIGH RETAINING WALL IN REAR YARD (104 LF) AND S'-6' GARCEN WALL.(61 LF) WITH 4 PILASTERS AND
TWO LIGHT FIXTURES AT FRONT YARD. [2 INCH GAS PIPING/q8 AWG IN 1 INCH CONDUIT ELECTRICAL]
. EQUIPMENTSHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER
INSPECTION. PER 2016 CALIFORNIA
BUILDING CODE
f' -f-
FINANCIAL
f-
DESCRIPTION ACCOUNT QTY AMOUNT
RETAINING/COMBINATION WALL EA 50LF 101-0000-42400 0 $45.60
DESCRIPTION ACCOUNT QTY AMOUNT
WALL/FENCE - EA ADDITIONAL SO LF 101-0000-42404 0 $30.40
DESCRIPTION ACCOUNT QTY AMOUNT
WALL/FENCE - FIRST 100 LF 101-0000-42404. 0 $50.67
DESCRIPTION ACCOUNT QTY AMOUNT
WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $6333
Total Paid for BLCCK WALL: $190.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$2.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20
101-0000-42403
0
$24.17
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20 PC
101-0000-42600
0
$24.17
Total Paid for ELECTRICAL: $48.34
DESCRIPTION
ACCOUNT
QTY
AMOUNT
GAS SYSTEM, 1-4. OUTLETS
101-0000-42401
0
$12.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
GAS SYSTEM, 1-4 OUTLETS PC
101-0000-42600
0
$25.33
Total Paid for PLUMBING FEES: $38.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT.
SWIMMING POOL/SPA
101-0000-42404
0
$190.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA-PC
101-0000-42600
0
$103.36
Total Paid for FOOL / SPA: $293.36
s((�, f
Bin ## .� Qty 6f La Quinta
Buiiding 8r Safety Division
Permit #{ �'� 78-495'Caite Tampico
La Quinta, CA 92253 - (760) 777-701,2
Ij� Y b Building Permit Application and Tracking Sheet.
Project Address: 3 S $ D e,i� lJ Owner's Name: A-c m
A. P_ Number:
Address: �� rp e JG 0 /Z.-
.-Legal
LegalDescription:
City, ST, Zip:
ontra t
C c or: c� zrolS J
n:
Tele ho e
P
Address: 77 ' I
Project Description:
City' ST, Zip:
_e, o6 Ct�- u -1)
T0.4tO SON CL- t'1 l V \ VV\ \
ne• f
TeleP ho . 7 b -
0
i9 1A O
Z vv
t'
State Lic. # : `8 . 3
City Lie.
t
Arch., Engr., Designer:
Address:
City, ST, Zip:tN
L w—
Telephone: hone:
P
n tructi n Type: Occupancy:
Cos o YP Y:
Project o
type circle one):: New AddPn Alter Repair Demo.
State Ltc _ #-
.........................................::::...:::..
Name of Contact Person: 00VL
Sq. Ft.:
# Stories:) # Units:
Telephone # of Contact Person:
'�
Estimated Value of Project: V
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact person
Plan Che-:k Balance.
Title 24 Cales.
Plans picked up
Constru`ion
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electric29
Subcontactor List
Called ContactPcrson
Plumbin;
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading:
IN HOUSE:-
Jrd Review, ready for corrections/issue
Devclop:r Impact Fee
Planning Approval
Called Contact Person
A.T.P.P.
Pub. \Vks. Appr
Dale of permit issue
School Fees,
Total Permit Fces
TYPE I "JOE
1�
Y -BARS
..H..
6'-0"MAX
_L�
X -BARS –
Z -BARS –
#4 HORIZ. AT TOP COURSE .
#4 HORIZONTAL REBAR AT 24" ON CENTER
W CONCRETE BLOCK
2-3/4" MAx.
#4 HORIZ AT 24" ON CENTER
3" MAX.
7AINAGE SYS. (12" BLOCK)
SEE NOTE 5 I
TYPE 2: 6" HEEL
2 \F pB�E
..H..
6'-0"MAX
FINISH
'
.•;'CONDITION ..
GRADE ;I
,QONDITIO:N,
16"min
12"
= 111
t
NO
� d
6'- 1" to 6'- 0"
J�v
4A
#4 @ 16"
(2)-#4 "K"
#4 (g 11"
HORIZONTAL 'N
REBARS
SLOPING GRADE -7:?
i,p."
W.
N/R
IFLEVELGRAD
B= SEE TABLE FOR LEVEI
=1111
#4 HORIZ. AT TOP COURSE
— #4 HORIZ AT 24" ON CENTER
(— 8" CONCRETE BLOCK
— Y -BARS
(— 2-3/4" MAX. (NOT SHOWN TO SCALE)
#4 HORIZ AT 24" ON CENTER
1— 3" MAX.
6" "Hl"
DRAINAGE SYS.
(12"B OCK)
SEE NOTE S
:4' • ay—
=1111
X -BARS
Z -BARS
i YPE.1..!,6..:TOE.,*..
'
.•;'CONDITION ..
,QONDITIO:N,
. # SBARSa:,,: 5Amt Kdw *i
'
-((WALL'Hm , EIGHTr
�_�`' (42"BIOCK}. (FOOTiNG'tWIDTIi); - •.• _ .,•. (KEVgRPTH)'
24"
6'- 1" to 6'- 0"
24"
69"
#4 @ 16"
#4 (9P 32"
#4 (g 11"
30"
SLOPING GRADE -7:?
i,p."
4'- 1" to 6'- 0"
N/R
48"
#4 @ 16"
#4 P_ 16"
#4 @ 12"
26"
AT TQP (3F�WALL'• pr-
3'- 1" to 4'- 0"
N/R
30"
#4 32"
#4 32"
#4 32"
16"
N/R
Up to 3'- 0"
N/R
18"
#4 9 32"
#4 9 32"
#4 (9 32"
8"
.. ,....: :. i... .. _':'.. ... .?:'
6'- 1" to 6'- 0"
24"
46"
#4 1@! 24"
#4 a 32"
#4 P_ 24••
8..
.� s LEV.EI.GRAOE '«; N
4'- 1" to 6'- 0"
N/R
36"
#4 24"
#4 24"
#4 P_ 24"
7"
AT'TOQ OF -.WALL..!_±.
3'- 1" to 4'- 0"
N/R
24"
#4 32"
#4 (M 32"
#4 � 32"
6"
Up to 3'- 0" N/R 21" #4 32" #4 (M 32" #4 @ 32"
N/R
-
'
.•;'CONDITION ..
BARS'
.•(Wq(;L1E1GHT)'. (l2-' BGOCKj'. FOOTI-NG�WIDTH)' - • , • -'-,- . �': ,S , . `: • KEY'pEPTH).
6'- V. to 6'- 0"
24"
39"
#4 1@! 16"
#4 (9 32"
#4 P_ 12"
28"
,S LQPQIG,GRADE,'
4'- 1" to 6'- 0"
N/R
29"
#4 16"
#4 16"
#4 @ 12"
22"
�P'Y TOP OF L; ,-�
3'- 1" to 4'- 0"
N/R
24"
#4 (9 32"
#4 P_ 32"
#4 P_ 32"
16"
(2-1,
Up to 3'- 0"
N/R
18"
#4 P_ 32"
#4 9 32"
#4 P_ 32"
8"
a z'-.
': t. '......:'
6'- 1" to 6'- 0"
24"
33 1
#4 24"
#4 9 32"
#4 Q 24..
18..
,. .... .. .. ,. .
±` LEVEL:GRADE ,t r,
4'- 1" to 6'-'0"
N/R
26"
#4 24"
#4 24"
#4 @ 24"
13"
AT`_TOP OF VI/ALL•°•.
-.. ,..
3'- 1" to 4'- 0"
N/R
1 20"
#4 32"
#4 32"
#4 32"
7"
':` ° "-, _ ' •^- "=
Up to 32- 0"
N/R
20"
#4 @ 32"
#4 32"
#4 @ 32"
N/R
N/R = NOT REQUIRED
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCL_AIM_E_R:
ALTERNATE RETAINING WALL 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.
Vl
11
l
GENERAL NOTES:
1) ALL WORK SHALL CONFORM TO THE ADOPTED CODES AND ZONING REGULATIONS.
2) CONCRETE .BLOCK MASONRY SHALL COMPLY WITH THE FOLLOWING:
A. CONCRETE MASONRY SHALL CONFORM TO ASTM C-90, GRADE - N
B. MORTAR: TYPE M OR S.
C. GROUT ALL CELLS W/2000 PSI PORTLAND CEMENT GROUT.
3) THE ULTIMATE COMPRESSIVE STRENGTH REQUIRED FOR FOUNDATION CONCP-ETE SHALL BE 2500 PSI.
4) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE ASTM A615-40 AND OVERLAP SPLICES SHALL
BE 40 BAR DIAMETERS MINIMUM. ALL REBAR HOOKS SHALL BE A MINIMUM OF 12 TIMES THE REBAR
DIAMETER 0 2bd) IN LENGTH.
5) PROVIDE RETAINING WALL DRAINAGE SYSTEM AS FOLLOWS:
PROVIDE 1 CF/FT OF CLEAN COARSE GRAVEL WITH 4" DIAMETER PERFORATED PVC DRAINAGE PIPE WITH
1 % GRADIENT TO DRAIN - OR OMIT HEAD JOINTS IN FIRST COURSE.
6) OPTIONAL: INSTALLATION OF A MOISTURE BARRIER ON THE FILL SIDE OF THE-JVALL WILL HELP TO
PREVENT MOISTURE FROM PENETRATING THE VISIBLE SIDE OF THE WALL, RESULTING IN
DISCOLORATION.
7) THIS RETAINING WALL STANDARD IS NOT DESIGNED TO SUPPORT SURCHARGE LOADS FROM MOTOR
VEHICLES OR OTHER STRUCTURES.
8) CLEANOUTS SHALL BE. PROVIDED FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. WHERE REQUIRED,
CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE AT EVERY VERTICAL BAR AND SHALL BE
SEALED AFTER INSPECTION AND BEFORE GROUTING.
REQUIRED INSPECTIONS:
1) FOOTING:
EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" AEOVE AND AWAY FROM THE
SURROUNDING EARTH/DIRT.
2)REBAR/PRE-GROUT AND DRAINAGE SYSTEM:
BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT.
DRAINAGE SYSTEM COMPLETE.
3) FINAL;
AFTER GROUT IS PLACED AND BACKFILL COMPLETED - PRIOR TO ANY DECORATIVE CAP PLACEMENT.
SETBACK FROM TOP OF SLOPE:
ALL FOOTINGS ADJACENT TO SLOPES TO BE AT
LEAST 5' TO DAYLIGHT AS SHOWN BELOW.
2:1 MAX. SLOPE
:�: ISI=IIII_II�I= r
:: ♦ 5' MIN. 7L
BOTTOM
OF FOOTING
DISCLAIMER:
ALTERNATE RETAINING WALL 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.
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF)
LEVEL BACKFILL
= 30
SLOPING (2:1 MAX)
= 43
PASSIVE SOIL BEARING (PSF)
=150
COEFFICIENT OF FRICTION
= 0.25
ALLOWABLE SOIL BEARING PRESSURE (PSF)
= 1 500
(NO INCREASES TAKEN FOR DEPTH OR WIDTH OF FOOTING)
�
FIREPIT DETAIL
SCALE: N.T.S.
DEEP ROOT —
,I
2
DETAIL
SCALE: N.T.S.
I FN
• '
BUBBLER SYSTEM T
3
DETAIL
FN
FEET
LIGHTING
SCALE: N.T.S.
C`
0 TREE
SPECIMEN PALM
4
DETAIL
MEDITERRANEAN FAN PALM
i�'
ANNUAL COLOR
SCALE: N.T.S.
ROCK
+15" FIREPIT WITH
CONCRETE CAP TO
MATCH DECKING \
+60" UNFINISHED
BLOCK RETAINING
WALL
Cara
CH CINDERBLOCK
3-24BOX
!
CAM
SCAM
CAM
CAM
\0
44 4
CArd ',
d '. p Q '
W W * W J. W J. W W W d •' ° C ' '' D ° d
+42" UNFINISHED
FN
BLOCK RETAINING
WALL W W W W W W W W W * Q Q - Q d' °
GREY CONCRETE ° 'd
MOW CURB FN W W W W W W W W W W d ° d d I p ° p '° d'
d: d
FN d °.
d d °, I d ° Q
Q ° :p d
Gl�
v I
DFN . '•d P • ' •d . d.° °
p d
p dl
(HP (HP HP H '
d
FN 12'X 40'
ALUMAWOOD
:FN) PATIO COVER.
d. HP
ROCK
FN °
. .aHP
FN p
HP
/:
DFN
` FN •° °
POOL
EQUIP.
DFN d° EXISTING
Iuar RESIDENCE
FN d
ADD SAND FOR
TURTLE HABITAT
+42" UNFINISHED
BLOCK RETAINING
WALL
BBK
EXIST
BBK
EXIST
BBK
EXIST
BBK
EXIST
+36" BBQ WITH
CONCRETE CAP TO
MATCH DECKING
.• III i %" ROCK
I
DEEP ROOT —
TY
I FN
• '
BUBBLER SYSTEM T
TREE/PALM
FN
FEET
LIGHTING
2
2.
C`
0 TREE
SPECIMEN PALM
FN
} FLOOD—LIGHT
MEDITERRANEAN FAN PALM
i�'
ANNUAL COLOR
0
PATH—LIGHT
3.
d'
PHOENIX ROEBEIENII
SOD
SEE PLAN
WRH WASHINTONIA ROBUSTA HYBRID
\
7'-0"
PVC SCHEDULE 40 STREET ELL
PVC SCHEDULE 40 TEE AND ELL
POOL
3
2
�I
SPOT—LIGHT
FN
W Y W W W W W W W W
°
15 GAL. SHRUB
(
4-
WELL—LIGHT
W D
WITH PEBBLE FINISH
3'-6"
W D
O
us0
T"
° •.
(�
BOULDER 2'x3'
W W .Y •Y J. W W W W W
Q
PALM TREE
KEY 1 GAL. SHRUB
DECOMPOSED
GRANITE
`_J
ENTRY
TANNING
SHELF -15"
'
�
FN
* * * * * * r * * *
da
BOULDER 2'x1'
9.
DRAIN GRATE
STEPS
19
'
FN FICUS NITIDA
FICUS COLUMNAR
WL W W W W .V W W W
W W W W W W W W W W
17
°
',d
HP HESPERALOE PARVIFLORA
\I/
30
°
d
w
o
TOTAL —
z
z
a
\I
TY
d
FN
W W W W W W W W W W
• d
°' .
p
15GAL
OTHERS
KEY BOTANICAL NAME
Q 4 . a '
W
3
0
BBK BOUGAINVILLEA
BARBARA KARST
POOL DIMS:
3
GREY CONCRETE ° 'd
MOW CURB FN W W W W W W W W W W d ° d d I p ° p '° d'
d: d
FN d °.
d d °, I d ° Q
Q ° :p d
Gl�
v I
DFN . '•d P • ' •d . d.° °
p d
p dl
(HP (HP HP H '
d
FN 12'X 40'
ALUMAWOOD
:FN) PATIO COVER.
d. HP
ROCK
FN °
. .aHP
FN p
HP
/:
DFN
` FN •° °
POOL
EQUIP.
DFN d° EXISTING
Iuar RESIDENCE
FN d
ADD SAND FOR
TURTLE HABITAT
+42" UNFINISHED
BLOCK RETAINING
WALL
BBK
EXIST
BBK
EXIST
BBK
EXIST
BBK
EXIST
+36" BBQ WITH
CONCRETE CAP TO
MATCH DECKING
.• III i %" ROCK
FN 'p .
d• '
W W W W W W
W W W W •Y
W W W W W
W •Y W J• W W J• W W J• W
V W W W W W W W W W W W
W W •Y W W * •Y W W .Y .Y
W W W W W W W W W W W W W W
W W W W W W W W W W W W W
W W •V W W W W W W W W W W W
W W O• W W W W W W W W W W W
W W W W W W W W W W W W W
W •Y •Y W W J• W W W W W W W W
W W W W W W W W W W W W W
W W W W W Y W •Y `Y W W W W L
W W W W W W W W W W W W W
d W W •V W W * EXISTING* W W W W W
* * * * * * GRASS
° GAS * * y * * * W W
WRH ° METER * * *
° * * W *
PANEL * * w *
* * BBK
3-5GA * * * * * * * * * *
d * * * * * J•
jj.7 p
I HP * * * b
* * * * * * * * * * * * * * * *
�,•~ y HP _ EXISTING * W * * * * �• * - * * .r .r
DRIVEWAY TO
REMAIN
�,� HP/
HP r S. ®'iA .A_ HP 1 .ti AD -tee
AD
%- ROCK
HP
P
AD - ;-R� AD
... .
ROE
1-15GAL
LEGENED
DEEP ROOT —
TY
I FN
• '
BUBBLER SYSTEM T
IOGAL
TREE/PALM
d •. e
FEET
LIGHTING
2
2.
°
0 TREE
SPECIMEN PALM
FN
} FLOOD—LIGHT
MEDITERRANEAN FAN PALM
FN 'p .
d• '
W W W W W W
W W W W •Y
W W W W W
W •Y W J• W W J• W W J• W
V W W W W W W W W W W W
W W •Y W W * •Y W W .Y .Y
W W W W W W W W W W W W W W
W W W W W W W W W W W W W
W W •V W W W W W W W W W W W
W W O• W W W W W W W W W W W
W W W W W W W W W W W W W
W •Y •Y W W J• W W W W W W W W
W W W W W W W W W W W W W
W W W W W Y W •Y `Y W W W W L
W W W W W W W W W W W W W
d W W •V W W * EXISTING* W W W W W
* * * * * * GRASS
° GAS * * y * * * W W
WRH ° METER * * *
° * * W *
PANEL * * w *
* * BBK
3-5GA * * * * * * * * * *
d * * * * * J•
jj.7 p
I HP * * * b
* * * * * * * * * * * * * * * *
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DRIVEWAY TO
REMAIN
�,� HP/
HP r S. ®'iA .A_ HP 1 .ti AD -tee
AD
%- ROCK
HP
P
AD - ;-R� AD
... .
ROE
1-15GAL
ral
T
NEW +6' SLUMP
STONE BLOCK
WALL
LEGENED
DEEP ROOT —
TY
PALMS
BUBBLER SYSTEM T
IOGAL
TREE/PALM
SHRUB GROUND COVERS
FEET
LIGHTING
2
2.
LEGEND
FINISH GRADE
BUBBLER HEAD
0 TREE
SPECIMEN PALM
Ak VINE
} FLOOD—LIGHT
MEDITERRANEAN FAN PALM
i�'
ANNUAL COLOR
0
PATH—LIGHT
3.
12" PVC SCHEDULE 80 RISER 8
0 MULTI TREE
PHOENIX ROEBEIENII
SOD
SEE PLAN
WRH WASHINTONIA ROBUSTA HYBRID
4.
5.
PVC SCHEDULE 40 STREET ELL
PVC SCHEDULE 40 TEE AND ELL
1
3
2
0
SPOT—LIGHT
O
z
O CITRUS
15 GAL. SHRUB
;''�'.; CONCRETE
4-
WELL—LIGHT
6.
7.
CLASS 200 PVC LATERAL
4" A.D.S. PERFORATED PIPE
KEY 5GAL. SHRUB
� .. COBBLE
(�
BOULDER 2'x3'
8.
W/ ONE BUBBLER, DEPTH VARIES.
3/4" PEA GRAVEL
PALM TREE
KEY 1 GAL. SHRUB
DECOMPOSED
GRANITE
`_J
/7
AD AGAVE DESMETTIANA
�
6
OB
BOULDER 2'x1'
9.
DRAIN GRATE
Q
19
FN FICUS NITIDA
FICUS COLUMNAR
ral
T
NEW +6' SLUMP
STONE BLOCK
WALL
FOUR +6 %' GREY
CINDERBLOCK COLUMNS
WRH
ROCK 1-8FT
/ k
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE�,�q By-:R,�_
VINE DETAIL
STAINLESS STEEL WIRE w/ ANCHOR BOLTS
SITE PLAN REVED
o confo ce to cfu e
ChrJ. Biedenbach R
.C.E.
fEngineering, Inc.
Structural k>
pr-3cc +_ yes over canflMs with site plan.
DECKING:
SITE PLAN
SCALE: %" = V-0"
MATERIAL SELECTIONS:
COPING:
TILE:
STONE: EASTWEST STONE -GOLDEN
BOULDERS:
PEBBLE:
GROUT:
MISC:
MISC:
MISC:
fj
I
h\A O
TY
PALMS
IOGAL
15GAL
24BOX
FEET
KEY BOTANICAL NAME
COMMON NAME
1 �
3
CH CHAMAEROPS HUMILIS
MEDITERRANEAN FAN PALM
vn
1
U
ROE PHOENIX ROEBELENII
PYGMY DATE PALM
U
SEE PLAN
WRH WASHINTONIA ROBUSTA HYBRID
MEXICAN FAN PALM
1
3
2
TOTAL
QN
O
z
O �'
D
TY
W
::)U
SHRUBS
1GAL
5GAL
15GAL
OTHERS
KEY BOTANICAL NAME
COMMON NAME
7
/7
AD AGAVE DESMETTIANA
�
6
0
CAM CAESALPINIA MEXICANA
MEXICAN BIRD OF PARADISE
Q
19
FN FICUS NITIDA
FICUS COLUMNAR
17
LO =
HP HESPERALOE PARVIFLORA
RED YUCCA
30
19
w
o
TOTAL —
z
z
a
w
TY
r
w
VINES
1GAL
5GAL
15GAL
OTHERS
KEY BOTANICAL NAME
COMMON NAME
W
3
0
BBK BOUGAINVILLEA
BARBARA KARST
POOL DIMS:
3
TOTAL
DIMS:
SQ. FT.
PER.
COPING MAIL:
DECK MAIL
TY
DECK S.F.
LIGHTING
FIXTURES
EQUIPMENT LIST:
COLOR
KEY DESCRIPTION
SPECIFICATION
10
MATTE BRONZE
WL WALL—LIGHT
10
TOTAL
MISC.
EXCAVATION / STEEL SPECS.
TY
ELEV:
GROUND COVERS
SURFACE
SPA SPILLWAY TYPE:
KEY DESCRIPTION
SPECIFICATION
1518
SQ.FT
SPA LIGHTS (QTY/TYPE)
C CONCRETE
GREY BROOM
550
SQ.FT
WATERFEATURES:
SOD HYBRID BERMUDA
EXTRA PUMPS: (QTY, USE)
2857
SQ.FT.
R ROCK
3/8" CALIFORNIA GOLD
DECKING / MASONRY SPECS
232
SQ.FT.
DECK TYPE:
RR RIVER ROCK
1-3" ARIZONA RIVER ROCK
STEP FACE MATERIAL:
182
SQ.FT.
POOL RBB MATERIAL:
S SAND
BACK OF RBB MATERIAL:
EQ. WALL (LENGTHIFINISH)
RETAINING WALLS (WIDTH OF BLOCKIMATERIALS)
BARBECUE; (LENGTH, TOP, VENEER)
TY
FPIT HT: TOP:
VENEER: FILL:
MISCELANEOUS
PEBBLE / MISC. SPECS.
PEBBLE TYPE: PER:
INF. BASIN WF. BASIN
KEY DESCRIPTION
SPECIFICATION
MISC,
6
BOULDERS
ORIGINAL DATE:
30
LN.FT.
CONC. MOW CURB
GREY BROOM
REVISION DATE:
DRAWN BY:
SAS HA
FOUR +6 %' GREY
CINDERBLOCK COLUMNS
WRH
ROCK 1-8FT
/ k
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE�,�q By-:R,�_
VINE DETAIL
STAINLESS STEEL WIRE w/ ANCHOR BOLTS
SITE PLAN REVED
o confo ce to cfu e
ChrJ. Biedenbach R
.C.E.
fEngineering, Inc.
Structural k>
pr-3cc +_ yes over canflMs with site plan.
DECKING:
SITE PLAN
SCALE: %" = V-0"
MATERIAL SELECTIONS:
COPING:
TILE:
STONE: EASTWEST STONE -GOLDEN
BOULDERS:
PEBBLE:
GROUT:
MISC:
MISC:
MISC:
fj
I
I
h\A O
a
O
e� O
1 �
vn
U
W
U
z
W
QN
O
z
O �'
D
Z X Q
W
::)U
W
Z
ILLI
0 �
/7
/��/�
VJ
Lij D
�
�
0
0
p
m Cy
Q
C/)
CM Q
U
LO =
Z
M
w
o
W
z
z
a
w
H
z
r
w
a
O
J
W
0
POOL / SPA SPECIFICATIONS:
POOL DIMS:
. FT.
H:
DIMS:
SQ. FT.
PER.
COPING MAIL:
DECK MAIL
DECK S.F.
DEMO S.F,
EQUIPMENT LIST:
HEATER:
FILTER:
PUMP:
PUMP:
CONTROLS:
MISC.
EXCAVATION / STEEL SPECS.
EXCAVATION TYPE:
ELEV:
SOD REMOVAL:
TAN. SHELF DEPTH:
SPA SPILLWAY TYPE:
SHEER DESCENTS
POOL LIGHTS (QTY(TYPE)
SPA LIGHTS (QTY/TYPE)
PLUMBING / GUNITE SPECS.
GAS LINE (LENGTHISIZE)
WATERFEATURES:
EXTRA PUMPS: (QTY, USE)
GUNITE SPA BENCH TYPE:
RAISED BOND BEAM:
DECKING / MASONRY SPECS
COPING TYPE:
DECK TYPE:
STEPS (TYPE/QTY):
STEP FACE MATERIAL:
POOL W/L MATERIAL:
POOL RBB MATERIAL:
BACK OF RBB MATERIAL:
EQ. WALL (LENGTHIFINISH)
RETAINING WALLS (WIDTH OF BLOCKIMATERIALS)
BARBECUE; (LENGTH, TOP, VENEER)
BBQ GRILL: DOORS: LIGHT: OUTLETS:
FPIT HT: TOP:
VENEER: FILL:
PEBBLE / MISC. SPECS.
PEBBLE TYPE: PER:
INF. BASIN WF. BASIN
MOW CURB (TYPE, FT) FENCEIGATES
MISC,
ORIGINAL DATE:
AUGUST 8, 2016
REVISION DATE:
DRAWN BY:
SAS HA
SCALE:
PER PLAN
SHEET NUMBER:
OF 1
I