13-1068 (RPL)4 4v
P.O. BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO / FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 8/28/13
Application Number: 13-00001068 Owner:
Property Address: 55354 TANGLEWOOD THOMAS LYON
APN: 775-154-022- - - 281 HIGH MEADOW STREET
Application description: POOL - RESIDENTIAL SIMI VALLEY, CA 93065
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 42800
WAUU-20131 Contractor:Applicant: Architect or Engineer: MCINTYRE POOLS.& SPAS, I
83695 AVENUE 45 INDIO, CA 92201(760)3o.: 612
Lica.No.: 614611
1 hereby affirm under penalty of perjury that I
Section 7000) of Division 3 of the Business z
License Class: C53
Date. z9a 9Contractor: j•�
rOTOR'S DECLARATION
provisions of Chapter 9. (commencing with
Code, and my License is in full force and effect.
:ense No.: 614611
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of p rjury at I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, B, ine and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, 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 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.l. -
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.).
1 ) 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.I. - -
Lender's Name:
Lender's Address:
LQPERMIT
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
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.
tSJP, 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 WESCO INS CO Policy Number QWCA1843.029
I certify that, in the performance o the wor which this permit is issued,I shall not employ any
person in any manner so as to ecome ' "ct to the workers' compensation laws of California,
and agree that, if I should be me su a to the workers' compensation provisions of Section
37000 of the Labor Code, I all fo w' comply with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECU E WO ERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO C IMIN L PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDI 10 TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR E, 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 becomeenuid or is not commenced
within 180 days from date'of issuance of such permit, r for 180 days will subject
permit to cancellation.I certify that I have read this application and state that the above info. I agree to comply with all
city and county ordinances and state laws relating to building constrauthorize representatives'
of this ccounty to enter upon the above-mentioned property for inspec.
Data:—ignature (Applicant or Agent):
Application Number . . . . . 13-.00001068
Permit POOL 2013
Additional desc .
Permit Fee . . . . 178.75 Plan Check Fee
.00
Issue Date . . . . Valuation
0
Expiration Date- 2/24/14
Qty Unit Charge Per
-Extension
1.00 178.7500.EA MISC POOL/SPA
----------------------------------------------------------------------------
178.75
Permit WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 47.19 Plan Check Fee
00
Issue Date . . . . Valuation . . .
. 42800
Expiration Date 2/24/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
Special Notes and Comments
POOL, SPA WITH 5 LF OF 4 FT. HIGH SCREEN
WALL [1210 L.F. OF 1 1/2 INCH GAS PIPING]
EQUIPMENT SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER
SPECIFICATIONS. ALARMS AND BARRIERS
REQUIRED TO BE INSTALLED AT PRE -PLASTER ;
INSPECTION. 2010 CALIFORNIA BUILDING
CODE.
Fee summary- Charged Paid Credited
---------------------------------------------------------
Due'
Permit Fee Total 225.94 .00 .00
225.94'
Plan Check Total 00 .00 .00
.00
Grand Total 225.94 .00 .00
225.94
LQPERMIT
i
1.) r--A,#=t4L
Bin #
City of La Quinta
r Safety Division
Building & `
P.O. Box 1504, 78-495 Calle Tampico All 6 2:.-2
La Quinta, CA 92253 - (760) 777-7012 C1
Building Permit Application and Tracking Spgiet/Z
Permit #
�j (
Project Address:
s'Owner's
Name: L #7 CP
A. P. Number:
Address: g & —
Legal Description: 00f
Contractor: 1041,r
re
Lt &jrj
cc,,
P
City, ST, Zip: I (A, 9 21? 53
Telephone: E
Address: 83 -6q5-
Aj
4 5
Project Description:
12Q
City, ST, Zip:j-
.x dZ6
(:!A
92?-0 1'
4, S-, L srre!en Wa
Telephone: (760) 34?--
3612
State Lic.#:
City Lic.#--.
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person::S
e
............
....... .. . . . . . . . . . . . . . . . . . . . .
Z
Cons truction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: I # Stories: Units:
Telephone # of Contact Person: (7(�0
25-0 --?;(Z
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Reqld
Rcc'd
TRACK NG
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural CaIcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss CaIcs.
Called Contact Person
Plan Check Balance.
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrccti-65<—is�
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN 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
Feesi �r
11-Y' OF [A
131 fit nt
UIUTU-�NG & SAF
A 13[3ME)vr
01%1 Ilk
ITA
EPT.
Total Pmit
FOR CONSTRUCTION
DATE BY
ikA
. *AOA �A
PGA WEST,y Page 1 of
RESIDENTIALASSOCIATION, INC.
August 14, 2013
Mr. & Mrs. Thomas Lyon
281 Thigh Meadow Street
Sind Valley, CA 93065
Re: Architectural Variance ubmitlal - SS -354 Tanglewood - PooL Spa and Pavers
Dear Mr. & Mrs. Lyon,
The Architectural Committee has reviewed your Architectural Variance Application for the addition
of a pool, spa and new, paver system installation. The proposed project, as shown on the pool/spa
plans dated July 29, 2013, prepared by M. cTnt�rt Pools & Somas and the submitted material samples,
is acceptabla in accordance ' with the Architectural Guidelines, Association's CC&R's, and
Maintenance and .indemnity Agreement.
The following conditions and/or requirements are pertinent and subject to the acceptance.
The HOA must be in receipt of your contractor's insurance' certificates prior to the start of
any work. As of today,, we have not received proof of auto, general liability or workers'
compensation coverage. All proof of coverage must come from the agent/carrier.
2. Prior to the start of any work, provide a signed set of plans, stamped by the City of La
QWnta, and the city issued permit.
3. The homeowner and the contractor to- schedule a meeting with the Landscape' Arrigatiozr
Manager, Bill Bobbitt, and the Maiatenance/Lighting Manager, 'William A.ceves, prior to
the start of any work. The purpose is to confi m the pre -construction condition,
establishing the responsibility for existing HOA property:
The contractor to provide rear properly line comers. Staked comers are to remain during
construction and for final inspection. The contractor is to verify and locate any easements
and underground utilities. Any damage or disruption is to be repaired immediately.
5. The contractor is responsible' for all protection, rerouting and modifications of existing ,
utility serv'ice's.
f The HPOA is riot responsible for verif in -9 property lines, easements, existing utility
services, irrigation and drainage lines. 'The HOA and its' representatives do not accept
any responsibility for verification or accuracy of this information.
7. The HOA does not provide permission to access the rear of the property from the golf
course.
8. Argy elecirical wiring exposed during construction must be reported to the Association.
9. The contractor to repair and/or replace any damaged irrigation, landscape, hardscape,
Iights, drainage devices or str� surface to the satisfaction of t]ie HOA.
54-320 Southern Mills, La Quanta, California 92253-5665, Telephone 760-771-1234 FAX 760-779-5125
VO/60 39dd S -100d 3dAINIOW. Z686Z0609Z 6080 6Z0Z/LZ/80
ORCO STANDARD '6' TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP
6816, 6616, OR 6618 a4U
GROUTED ONLY @ VERT
STEEL
DESIGN CRITERIA: PER THE 2010 CBC
I. ALLOWABLE SOIL BFARING PRESSURE = 1500 PSF
4ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3 GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. RETNFORaNG STEEL : GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH - NO SRC.
INSPEC77ON
NOTES. -
SEE 0i4RT
r1 I 1-1 I 1_�
#4 HORZ CONT.
5`70 DAYLIGHT
8"
CONT
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
CITY OF LA 0UINTA-
BUILDING & SAFETY DEPT.
FOR CONSTRUCTION
DATE sv�
8. GROUT FOR C7NCRETEBLOCK PER ASTM C 476 TO BE 1 PART
1. OONORETFBLOCK SHALL CONFORM TOASTMC90. WEDGELOCK
BLOCK SLUMP BLOCK AND SPLITFACF BLOCK ARE AOt EPTABLE.
'Y DROP-IN BAR 2. OONORETE FOR FOOTING SHALL BE 1'PART CEMENT TO 1-1/2
PARTS SAND TO 3-1/1 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPEU/V. Fc = 2500 PSI
#6 STD JOINT
PEA GRAVEL IF WEATHER CONDMONS ARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE 5 SUFFICIENT TO ALLOW GOOD GROUT
RETNFORCFMENT @ 24" 0/C 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
WI TROUT SEGREGA7ION OF THE CONETTUENTS
(3 PLACES - 4 PLACES FOR 7' ASTMA 615 GRADE 60. PROVIDE 48 LIAR DIAMETER LAP. '
THE CONCRETE` IS PLASTIC BLOCKSIFJM MAYBE PLACED TO
USE #5 STD
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
2
FORWALLSSLUMP).
f 4 REBAR SHALL BE CENTERED IN THE CONCRETE BLCKTC LELL IN
SLUMP BLOCK
1 MAX.
COMPACTION OF 90%.
WHICH IT IS LOCATED.
\
READY FOR CIONCRETFAND ALL REQUIRED STEEL IS TIED IN PLACE
NOTE' PROVIDE #4 DOWEL La
PLACE AND THE BLOCK WALL IS READY TO GROUT.
#4 DROP-IN BAR AT EAOH S. CONCRETEBLOOKSHALL BE LAYED IN A RUNNING BOND
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
SIDE OF CONTROL JOINTS, PATTERN WITH VERTICOL CONTINUITY OF THE CELLS UNO.
ENDS OF WALLS AND @ WALL
HEIGHT O14NGE'S 6. ALL BLOCKCELLS CONTAINING VERTICAL RE614R SHALL BE SOLID
GROUTED.
7. USE TYPES MORTAR PROPORTIONED USING ASTM C270 PART
9Y' DOWEL @ CENTER OF CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
CMU.
SEE 0i4RT
r1 I 1-1 I 1_�
#4 HORZ CONT.
5`70 DAYLIGHT
8"
CONT
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
CITY OF LA 0UINTA-
BUILDING & SAFETY DEPT.
FOR CONSTRUCTION
DATE sv�
MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT
WALL @ WALL @ WALL @
SLOPE TOP 1 FT SETBACK 1 1 FT. SETBACK
2TO1 I 2'6* I 1-0' I -
3 TO 1 1 2'0' -
2 S/8' MIN. CLEAR CELL
OPIW REQUIRED TO LEE
6616 SLUMPED CMU.
0
ORC7 WIDE CELL SLUMP
S. �i.l` F\
� m
w m
~ C31925 (n z
*
Exp. 12-31-2014
TF OF CAL\FOEL
8. GROUT FOR C7NCRETEBLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDMONS ARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE 5 SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WI TROUT SEGREGA7ION OF THE CONETTUENTS
9. BLOCK STEM MAY BE WET -SET 1-1/2' INTO THE FOOTING WHILE
THE CONCRETE` IS PLASTIC BLOCKSIFJM MAYBE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
2
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
1 MAX.
COMPACTION OF 90%.
11. RRSTINSPEC77ON TO SEAFTER F007YNG TRENCHESARE
\
READY FOR CIONCRETFAND ALL REQUIRED STEEL IS TIED IN PLACE
SEWND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM OONTROL JOINT SPACING: 40'0/C 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT
WALL @ WALL @ WALL @
SLOPE TOP 1 FT SETBACK 1 1 FT. SETBACK
2TO1 I 2'6* I 1-0' I -
3 TO 1 1 2'0' -
2 S/8' MIN. CLEAR CELL
OPIW REQUIRED TO LEE
6616 SLUMPED CMU.
0
ORC7 WIDE CELL SLUMP
S. �i.l` F\
� m
w m
~ C31925 (n z
*
Exp. 12-31-2014
TF OF CAL\FOEL
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
DESIGN
WALL
TRENCH
'X' DOWEL
'Y' BAR
SPEEDFOOTING
HEIGHT
DEPTH
#4@ 48" 0/C
#4 @ 48" 0/C
6'-0"
2'-�"
ID+2'-O"
U U
48' 0/C FOR 6'
48' 0/C FOR 6'
w
SLUMP BLOCK
SLUMP BLOCK
Cn �
M W
#4@ 48" 0/C
#4 @ 48" 0/C
6'-8"
2'-2"
ID+2'-O"
0
40' 0/C FOR 6'
40' 0/C FOR 6'
Q
Z w
SLUMP BLOCK
SLUMP BLOCK
Lu
U)
#4@ 40" 0/C D+2'-0"
CL�
7'-4"
2'-4'
32' 0/C FOR 6'
32' 0/C FOR 6'
1
SLUMP BLOCK
SLUMP BLOCK
N
Lr)
co Un
#4@ 32" 0/C D+2'-0"
#4 @ 32" O/C
8'-0"
2'-6'
I
24' O/C FOR 6'
24' O/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
NOTE: FOR 18" LONG BLOCK USE 9r' 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" 0/C FOR
18" LONG BLOCK 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18- BLOCK - ETC.
04 DOWEL Im EAOY SIDE OF
&=-OUT W/ t9 DROP-IN MR
8A r &=-oUT
III ` OOM F 07ING
Pt7R S�DEYARD RETURN WAILS WP76PE
ORAINAIf SWALf OOaIRE;, A 1/2 BLOIX
MAYLEFTOUf SWAIEGRADE PAA DE
04 DOWEL AND f1 DROP-IN S4R ON EAOI
MX OF THE AR BLO M41N -AS
SHOW
CITY OF LA QUINTA
moorm w/RE➢OMCM
M wARt
nim mW.O7WASROrAOEd-
FFDV=H'AmGrvwmft#A7 wr
CZM FRW SM
o - o
o O v 2
O O .Oo
O O
O 'Q •D p. I 1
mwac Yr.O m7Rd1-Awv=J'
�mW I,vNm mwwrAwrcrm Fram
SU.
mnnu AL GR
FOOTING STEP DETAIL
gPESSPON
A, 4
2
u m
w m
~ C31925 N
*
Exp. 12-31-2014
J' qT C I v
R OF CA�\FO
LEGEND DEMO LEGEND MATERIAL LEGEND
PA — PLANTER AREA 1. DEMO EXISTING DECK ON REAR YARD 1. PEBBLE: STONESCAPES, "TAHOE BLUE" MINI,
2. DEMO EXISTING LAWN AREA AS NEEDED POOL & SPA SURFACE FINISH.
ATRIUM GRATES WITH DRAINLINE. DRAINLINE TO 3. 6 HT. TYPICAL BLOCK WALL, EXISTING 2., GOLD QUARTZITE: STACKED STONE SPILLWAY
FRONT YARD TO REMAIN. 3. TILE: "DK356" RUSHMORE BLUE WATERLINE FOR POOL & SPA
4. 4' HT. BLOCK WALL TO SCREEN 4. DECK: "VILLA" SMOOTH PAVER WITH AN ASHLAR PATTERN (3) PIECE
NOTE: EQUIPMENT. TO MATCH PERIMETER AND CANTILEVER EDGE PAVER COPING BY ORCO BLOCK CO.
• THE ASSOCIATION HAS IRRIGATION MAINLINE AND WALL.
STONE THIN VENEER: IMPERIAL STACK STONE ON FACE OF RAISED
WIRES RUNNING THROUGH THE SIDE YARD TO THE BOND BEAM AND SPA, COLOR TO BE "DESERT SAND" BY
BACK OF PROPERTY. CAUTION MUST BE USED WHEN VENEERSTONE
EXCAVATION.
• CONNECT NEW DRAIN SYSTEM TO EXISTING 3 -INCH
DRAIN LINE RUNNING TO THE STREET THROUGH THE
SIDE YARD.
CONNECT NEW DRAIN SYSTEM TO EXISTING 3 -INCH
DRAIN LINE RUNNING TO STREET
4' HT. BLOCK WALL FOR
SCREENING EQUIPMENT
QUEEN PALM CHAMAEROP POOI/517A 5UB-PANEL
PROTECT IN HUMILIS PROTECT
POOL /SPA HEATER 400,000 BTU HEATER `.
PLACE IN PLACE EXISTING STEPPING STONES TO REMAIN
IXISTING AC UNITS AND WALLS
PA
rc�— 15TING PLANTER AREA TO REMAIN IN PLACE
W y<%,� PA ® DD❑❑❑ ❑�O❑a
�\ ��\ - , y
,l < PA
/ ;
cle
.-- r
�d JN
SPA -:� ,;-:.�'. ,, , ___ .. _ - __ - _ _ . �__- _- -_ - __ .-
GOLF COURSE T x -
Mar �,
. .r
X11 co
Pair ® e�
= r� _T_T h LYON RESIDENCE (� P.r cn
15" WIDE w
55354 TAN GLEWOOD
SHEER ,�� ca
DESCENTS ( <<< < LA QU I N TA, CA
� Dld
= Z POOL
31 l ✓,�
_ m - yT >1 mavii i�M %�r7"is stir
_
21'-6w-5' Aye t r w
f uc:mwu r
14' y` 4'!`��. ascnaN s�a�usr r `,/ uN
m342-3612
=31 _ ��
ae
tu
Q
VPA
_ - I w Ln
QUEEN PALM CHAMAEROP CITRUS TREE LLo
o
PROTECT IN HUMILIS PROTECT PROTECT IN to �O ►-� J
PLACE IN PLACE PLACE > v�
Ocd (Lo DATE: 07-26-13
? QQ �• SCALE: lllr = IV
U.
V m p DRAWN BY: AV
JOB: LYON RESIDENCE
SHEET
SCALE: 1/r = T -v 1
1
I,
OF SHEETS
L
t
REVISIONS
BY
POOL & SPA SPECS.
POOL SIZE
31'-6" x 14'
POOL S.A.
356 SQ. FT.
POOL PER.
91 LF.
DEPTHS 3'-6" TO 5'
POOL PUMP
VS 3050
HEATER
400,000 BTU
FILTER
CCP 420
LIGHTS
1.400 WATT
J-100WATT
CONTROLLER EZ�4 Controller
W Sim remote
SPA SI ZE
T X r
SPA PER.
40 SQ. FT.
SPA S.A.
23 LN. FT.
SPA DEPTH
3'-6"
JETS
6
JET PUMP
DECK AREA
DECK BY OTHERS:
630 .
T SYSTEM: INTELLICHLOR IC40
/ ;
cle
.-- r
�d JN
SPA -:� ,;-:.�'. ,, , ___ .. _ - __ - _ _ . �__- _- -_ - __ .-
GOLF COURSE T x -
Mar �,
. .r
X11 co
Pair ® e�
= r� _T_T h LYON RESIDENCE (� P.r cn
15" WIDE w
55354 TAN GLEWOOD
SHEER ,�� ca
DESCENTS ( <<< < LA QU I N TA, CA
� Dld
= Z POOL
31 l ✓,�
_ m - yT >1 mavii i�M %�r7"is stir
_
21'-6w-5' Aye t r w
f uc:mwu r
14' y` 4'!`��. ascnaN s�a�usr r `,/ uN
m342-3612
=31 _ ��
ae
tu
Q
VPA
_ - I w Ln
QUEEN PALM CHAMAEROP CITRUS TREE LLo
o
PROTECT IN HUMILIS PROTECT PROTECT IN to �O ►-� J
PLACE IN PLACE PLACE > v�
Ocd (Lo DATE: 07-26-13
? QQ �• SCALE: lllr = IV
U.
V m p DRAWN BY: AV
JOB: LYON RESIDENCE
SHEET
SCALE: 1/r = T -v 1
1
I,
OF SHEETS
L
t