BPOL2022-0068DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Permit Number
Property Address
APN:
Legal Description
Property Zoning:
Valuation:
Pool
BPOL2022-0068
80015 MERION
762191012
$39,800.00
BUILDING PERMIT
PHONE (760) 777-7125
�� WWW.LAQUINTACA.GOV
APPLIED DATE: 02/09/2022
eca QISSUED DATE: 03/30/2022
CALIFORNIA
Owner: Jim Riden
80-015 merion, Laquinta, ca 92253
Applicant: MC CALLUM POOLS
46-576 VIA CELESTE, INDIO, CA 92201
Contractor: MC CALLUM POOLS
46-576 VIA CELESTE, INDIO, CA 92201
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors' State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 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
Contractors' State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] 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).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an owner of
property who, through employees' or personal effort, builds or improves
the property, 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 it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors' State License Law.
As an Owner -Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner -builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
WORKERS' COMPENSATION DECLARATION (1, 2 or 3)
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.
1) Has and will maintain a certificate of consent to self -insure for workers'
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has 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.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers' compensation laws of California, and agree that, if should
become subject to the workers' compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being 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 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. 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.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 11/27/23 4:52 pm Page 1 of 3
Permit Type: Pool
Permit Number
Property Address
BPOL2022-0068
80015 MERION
1-311111111]1Z"a4 N IT, lIII I
RIDEN/ POOL,SPA AND [1] GAS OUTLET AT REAR YARD. *** RIDEN/ POOL,SPA AND [1] GAS OUTLET AT REAR YARD. TWO DROWNI
SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. PLEASE PROVIDE WET STAMPEI
POOL ENGINEERING SHEET ON SITE FOR INSPECTION FIELD VERIFY. NEW EQUIPMENT MUST BE LOCATED IN AN APPROVED
LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM FROM THE SIDE P/L--FIELD VERIFY. 2019 CALIFORNIA
BUILDING CODE.
Construction Details
Number of Gas
Type Group Sq Ft Value
Invoice No. Fee
PERMIT-BPOL2022-006 SWIMMING POOL/SPA/WATER FEATURE
8 RECORDS MANAGEMENT FEE
SWIMMING POOL/SPA/WATER FEATURE PC
RE -INSPECTION FEE
TECHNOLOGY ENHANCEMENT FEE
GAS SYSTEM, 1-4 OUTLETS PC
BSAS SB1473 FEE
GAS SYSTEM, 1-4 OUTLETS
Total for Invoice PERMIT-BPOL2022-0068
Grand Total for Permit
Fee Amount
Amount Paid
$208.41
$208.41
$11.00
$11.00
$113.38
$113.38
$87.53
$87.53
$5.00
$5.00
$27.79
$27.79
$2.00
$2.00
$13.89
$13.89
$469.00
$469.00
$469.00 $469.00
Workflow Step / Action Name
Action Type Start Date End Date
Inspections v.1
02/09/2022 0:00
FINAL** v.4
Inspection
FINAL** v.3
Inspection
FINAL** v.2
Inspection
FINAL** v.1
Inspection
PRE -PLASTER v.1
Inspection
DECK BOND v.1
Inspection
PRE-GUNITE v.2
Inspection
PRE-GUNITE v.1
Inspection
UNDERGROUND ELEC v.1
Inspection
UNDERGROUND PLBG v.1
Inspection
UNDERGROUND GAS v.1
Inspection
Printed: 11/27/23 4:52 pm Page 2 of 3
1-311111111]1Z"a4 N IT, lIII I
Permit Type: Pool
Permit Number: BPOL2022-0068
Property Address: 80015 MERION
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
iurisdiction shall not be valid.
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Printed: 11/27/23 4:52 pm Page 3 of 3
BPOL2022-0068
Cl TY OF LA QU N TA
BU LD N GO VI 9 ON
REVI EV'ED FOR
CCEE COWL! M CE
ee J.ANAYA mE: 03/2912022
RIDEN/ POOL,SPA AND [1] GAS OUTLET AT REAR YARD. TWO DROWNING SAFETY
FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER
INSPECTION. PLEASE PROVIDE WET STAMPED POOL ENGINEERING SHEET ON SITE
FOR INSPECTION FIELD VERIFY. NEW EQUIPMENT MUST BE LOCATED IN AN
APPROVED LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM
FROM THE SIDE P/L--FIELD VERIFY. 2019 CALIFORNIA BUILDING CODE.
RIDENS RESIDENCE
80015 MERION, LA QUINTA, CA 92253
ALL DECKING TO BE NA
GEMENT ACID WASHES
EACH PLANT TO BE IRRIGATED WIT
MINI FLOOD BUBBLER 8 PFR RISER
LIGHTING
sLEosPo.LI�Ms
a __
12—REL CACTUS 1 GAL,
0•
10 LAVENDER HIDGGTE' 1 GAL.
1
FIRE PIT
-Iff-Al]
POOL
I SPA DECKING
I BBQ
I FIRE PIT
AREA
"111 .e.
88'
PERIMETER
88'
38'
22'
+18'
LEGTH
33-6'
8'
8'
8'
WIDTH
12'
6'
3'
3'
a __
12—REL CACTUS 1 GAL,
0•
10 LAVENDER HIDGGTE' 1 GAL.
1
FIRE PIT
-Iff-Al]
PRE -CAST COPING BOND BEAM STL.
3 43 FOR NON -EXPANSIVE SOIL SCHEDULE - 1 WATER SURFACE NOTES:
WALL
THK.
MIN.
VERTICAL
DEPTH
IN FEET
NON
EVAMVE
MAMVE
CONC. DECKING
WATER
SURFACE
4>,
4"
1 FT.
4"
4"
2FT.
4"
4"
3FT.
5"
5"
4FT.
6"
6"
=nn=
6"
6"
6FT.
6„
8"
7FT.
6„
g„
8FT.
XQ
X
POOL
4 #3@ BOND
II
�b
PRIOR TO FILLING THE SWIMMING
�n
6"
I
EXPANSIVE
BEAM
a
#3 VERT STL. 45 �
C°
#3@ 6"O.C. VERT
STL.
OR AS REQ'D
z
Q
solL
0
THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE
Q
3" CLR.
0 I
co
0
_
u11 -111L
4 #3@
I
BOTH WAYS
4"6»
CLR.
BY TTY-
2.
POOL SHALL NOT BE FILLED WITH WATER UNTIL THE
BARRIER (I.E. UL APPROVED ALARM
A0.
BOND BEAM
33? #3@12"o.C.
HORIZ. STL. I
sF9p�THROUGHOUT
AROUND NICHE
SII
Q
FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND
I VERR
s
#3@ 12"O.C. HORIZ.
0
`tiffs
APPROVED.
NOTE: THIS SECTION
CAN BE USED FOR
sH
00
STL. THROUGHOUT
M/0„
TYPICAL POOL
_
3.
DEEP END RAMPS
UP 541DEPTH
��
\ �P
\.
CHECK CLEARANCE OF
16"
312"O.C.
#@
LJ
LJ
�
USETO
# BARBOND
16" MIN.
°�
MIN.
0#3@
12" O.C. B.W.
BEAM AND EXTEND
BARS 3' EA. SIDE
LAP
33? MAX.
NAT. GR.-
0
IN POOL BOTTOM.
CENTER ALL STL.
POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD
8„
NAT. GR.
3 CLR.
WALL
THK.
MIN.
VERTICAL
DEPTH
IN FEET
NON
EVAMVE
MAMVE
4„
4"
0
4>,
4"
1 FT.
4"
4"
2FT.
4"
4"
3FT.
5"
5"
4FT.
6"
6"
5FT.
6"
6"
6FT.
6„
8"
7FT.
6„
g„
8FT.
4' MIN. W/DECK FTG. 12" 4 #3 FOR EXPANSIVE SOIL
6' MIN. W/O DECK FTG. RADIUS SCHEDULE FIN. GR. TYPICAL SITE PLAN
1/8 -TO 1/4- 3+ WATER SURFACE Inl=°I'= ml=mA=ml=llh r-]
OF RAMP IN GUNITE 12 AT THE SAME TIME AS POOL BUILDING PERMIT p ii 2 MIN. 10
WALL THICKNESS _ - - �►I WITHIN 5 OF WATERS
TO CHANGE - - I I-1u�-1�n=1u�= s• GFI AS REQUIRED
18" MIN. 8 #3@ 6" O.C. POOL SIDE UNIFORMLY / � 7. CEMENT SHALL CONFORM TO CBC/IBC STD. 26-1, A. S. T.M. EDGE.
18 MIN. 3" MIN. OR SHALLOW END C 150.62, 175.66. 2' MI .
TRANSITION POOL DEPTH 5 0 OR MORE FINISH AS REQ'D FILL ADJACENT TO POOL 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11 2, 28 ALL PEDESTRIAN GATES TO BE SELF
TRANSITION GRADE � / CLOSING AND SELF -LATCHING, DESIGNED
TO 6„ � BY CITY DAY 2500 P.S.I. COMP. TO KEEP DOOR SECURELY CLOSED AT
WASTE ALL TIMES WHEN NOT IN ACTUAL USE. NO OPENINGS MORE THAN 4".
STD REINFORCEMENT + DIMENSION - -°I'=°"=°I'=°" 9. STEEL SHALL CONFORM TO A.S.T.M. A 615 GR. 40, ,
DEEP END RAMP �� Till -011 -III, NOTE ALL FENCING TO BE MIN 5 IN
CONC. DECK
All'=111'=
a //
MILL VISQUEENJ
6" GUNITE
W/#3 OR
=11 11111
Nz 111
1.
=111\
X� 6
STL. SOLID
GROUT
ALL CELLS
WATER SURFACE
o
1 1/2-
BEAM
"O.C�VE�T
STRAIGHT WALL
FENCE. FENCE SHALL BE MIN. 5'-0" HIGH ABOVE THE
nu=nu=
E#36
THE
#3 @12"O.C.
1 SiL
<
w
e
6„N
I
1
NEW FILL
71
WHERE ANY REINFORCING STEEL IS EPDXY-TIED TO WALLS
X
POOL
TH OU �OUIT
P TRA TiE �
II
�b
PRIOR TO FILLING THE SWIMMING
�n
#4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE.
N
La LIGHT
.o ---ST E
S
#3 VERT STL. 45 �
cf'
AS PER LOCAL ORDINANCES.
OR AS REQ'D
4'-0" MIN.
#3@ 6" O.C.
I
THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE
Q
Q
0 I
O
POOL WITH WATER, AN APPROVED
_
u11 -111L
4 #3@
I
BOTH WAYS
�
BY TTY-
2.
POOL SHALL NOT BE FILLED WITH WATER UNTIL THE
BARRIER (I.E. UL APPROVED ALARM
A0.
BOND BEAM
O�J�O
AROUND NICHE
Li
Q
FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND
I VERR
S#E11
1�
#3@ 12"O.C. HORIZ.
0
APPROVED.
NOTE: THIS SECTION
CAN BE USED FOR
sH
STL. THROUGHOUT
TYPICAL POOL
_
3.
DEEP END RAMPS
UP 541DEPTH
��
\ �P
\.
CHECK CLEARANCE OF
16"
312"O.C.
#@
LJ
LJ
�
USETO
# BARBOND
SAME A
°�
MIN.
0#3@
12" O.C. B.W.
BEAM AND EXTEND
BARS 3' EA. SIDE
ABOVE
LAP
NAT. GR.-
0
IN POOL BOTTOM.
CENTER ALL STL.
OF RAMP IN GUNITE 12 AT THE SAME TIME AS POOL BUILDING PERMIT p ii 2 MIN. 10
WALL THICKNESS _ - - �►I WITHIN 5 OF WATERS
TO CHANGE - - I I-1u�-1�n=1u�= s• GFI AS REQUIRED
18" MIN. 8 #3@ 6" O.C. POOL SIDE UNIFORMLY / � 7. CEMENT SHALL CONFORM TO CBC/IBC STD. 26-1, A. S. T.M. EDGE.
18 MIN. 3" MIN. OR SHALLOW END C 150.62, 175.66. 2' MI .
TRANSITION POOL DEPTH 5 0 OR MORE FINISH AS REQ'D FILL ADJACENT TO POOL 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11 2, 28 ALL PEDESTRIAN GATES TO BE SELF
TRANSITION GRADE � / CLOSING AND SELF -LATCHING, DESIGNED
TO 6„ � BY CITY DAY 2500 P.S.I. COMP. TO KEEP DOOR SECURELY CLOSED AT
WASTE ALL TIMES WHEN NOT IN ACTUAL USE. NO OPENINGS MORE THAN 4".
STD REINFORCEMENT + DIMENSION - -°I'=°"=°I'=°" 9. STEEL SHALL CONFORM TO A.S.T.M. A 615 GR. 40, ,
DEEP END RAMP �� Till -011 -III, NOTE ALL FENCING TO BE MIN 5 IN
CONC. DECK
All'=111'=
4
MILL VISQUEENJ
6" GUNITE
W/#3 OR
6" CONC. BILK. W/#3
1.
POOL SHALL BE COMPLETELY ENCLOSED BY APPROVED
STL. SOLID
GROUT
ALL CELLS
WATER SURFACE
o
X
BEAM
.
ANY WOODD FENCE ON PROPERTY LINE, A
5' MSRY. SOUND WALL MAY BE
STRAIGHT WALL
FENCE. FENCE SHALL BE MIN. 5'-0" HIGH ABOVE THE
nu=nu=
EARTH NO GROUND WATER
THE
#3 @12"O.C.
6'-0"
<
MIN.
e
GROUND. GATES SHALL BE SELF CLOSING AND SELF
I
1
NEW FILL
71
WHERE ANY REINFORCING STEEL IS EPDXY-TIED TO WALLS
X
POOL
EQUIPOTENTIAL BONDING GRID
LATCHING, WITH LATCH 4'-6" MIN. ABOVE THE GROUND,
PRIOR TO FILLING THE SWIMMING
�n
#4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE.
N
La LIGHT
#3 VERT STL. 45 �
AS PER LOCAL ORDINANCES.
5
4'-0" MIN.
#3@ 6" O.C.
I
THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE
Q
Q
0 I
O
POOL WITH WATER, AN APPROVED
_
u11 -111L
4 #3@
I
BOTH WAYS
II11
CLEANING TO BE IN ACCORDANCE WITH SECTION 1704.13 IBC
2.
POOL SHALL NOT BE FILLED WITH WATER UNTIL THE
BARRIER (I.E. UL APPROVED ALARM
N
BOND BEAM
O�J�O
AROUND NICHE
o
Q
FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND
SYSTEM OR FENCE) MUST BE
#3@ 12"O.C. HORIZ.
�
APPROVED.
INSTALLED.
STL. THROUGHOUT
TYPICAL POOL
3.
PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT
\.
CHECK CLEARANCE OF
16"
312"O.C.
#@
�
STL. THROUGHOUT
TYPICAL POOL
APPROVAL.
SERVICE DROPS WITH
VERT STL.
•
16"
LAP,`
NAT. GR.-
BOTTOM
4.
POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD
ELECTRIC COMPANY
NAT. GR.
3 CLR.
TRANS.
OR A REQUIRED SIDE YARD ADJACENT TO MAIN
IIII=1111=
1111=A111-1111=1�1=u11=111== z
A�=1111-A�=1111- -
I=
1 1-
118'
MIN 5"
BUILDING.
N
u11=n11=
IIIA= TRANS.
5.
POOL SHALL BE PROVIDED WITH APPROVED FILTER AND
0
N
DRAIN.
s-
„
6.
ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT BOND ALL METALS
OF RAMP IN GUNITE 12 AT THE SAME TIME AS POOL BUILDING PERMIT p ii 2 MIN. 10
WALL THICKNESS _ - - �►I WITHIN 5 OF WATERS
TO CHANGE - - I I-1u�-1�n=1u�= s• GFI AS REQUIRED
18" MIN. 8 #3@ 6" O.C. POOL SIDE UNIFORMLY / � 7. CEMENT SHALL CONFORM TO CBC/IBC STD. 26-1, A. S. T.M. EDGE.
18 MIN. 3" MIN. OR SHALLOW END C 150.62, 175.66. 2' MI .
TRANSITION POOL DEPTH 5 0 OR MORE FINISH AS REQ'D FILL ADJACENT TO POOL 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11 2, 28 ALL PEDESTRIAN GATES TO BE SELF
TRANSITION GRADE � / CLOSING AND SELF -LATCHING, DESIGNED
TO 6„ � BY CITY DAY 2500 P.S.I. COMP. TO KEEP DOOR SECURELY CLOSED AT
WASTE ALL TIMES WHEN NOT IN ACTUAL USE. NO OPENINGS MORE THAN 4".
STD REINFORCEMENT + DIMENSION - -°I'=°"=°I'=°" 9. STEEL SHALL CONFORM TO A.S.T.M. A 615 GR. 40, ,
DEEP END RAMP �� Till -011 -III, NOTE ALL FENCING TO BE MIN 5 IN
CONC. DECK
•
VERIFY A SET ACKS WITH CITY CO NTY
mal=ull=nu=nu
4
MILL VISQUEENJ
6" GUNITE
W/#3 OR
6" CONC. BILK. W/#3
@ 48"O.C.
VERT.
STL. SOLID
GROUT
ALL CELLS
WATER SURFACE
4 #3@
BOND
BEAM
•
VERIFY A SET ACKS WITH CITY CO NTY
- -
LAPPED 40 DIA.
GATE TO SWING AWAY FROM POOL.
X
#3@ 12 O.C. B.W.
SEE TYP. POOL
2 #3 BOND BM.
10. POOL SHALL BE MIN. 5'-0" FROM BUILDINGS, TREES,
ALL SETBACKS TO BE A MIN. OF 5' FROM
IIIA TYPICAL SPA SECTION
HEIGHT.
IF POOL IS LESS THAN 10' FROM
3@ 12" O.C.
°P" TRAP DETAIL VERT STL. &
WATER SURFACE
OR PROPERTY LINES.
11. SOIL SHALL HAVE BEARING 1000 1 FT. UNDISTURBED
#
WATERS EDGE UNLESS OTHERWISE
APPROVED BY THE BUILDING OFFICIAL.
BOND BEAM
.
ANY WOODD FENCE ON PROPERTY LINE, A
5' MSRY. SOUND WALL MAY BE
STRAIGHT WALL
�
nu=nu=
EARTH NO GROUND WATER
THE
#3 @12"O.C.
6'-0"
3 , LL B / U REQUIRED. ( CHECK WITH BUILDING OFFICIAL)
-0111111 12 ° ° 12. GUNITE TO BE PLACED AGAINST UNDISTURBED EARTH BEFORE BEGINNING PROJECT. AND ACCESSABLE ONLY BY OWNER OR AGENT.
LEVEL BOND BM. W GROUT CO I 12 3@ 12" O.C. POOL SIDE EXCEPT FILL & RAMP. AS OF JAN 1, 2020 THE 2019 EDITIONS OF THE CALIFORNIA BUILDING, FIRE, ELECTRICAL,
MASTIC MASTIC MASONARY COPING / N _ 24 # PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE. REF.
DECK CBEFORE POURING DECK l= z POOL DEPTH 5'0" OR LESS 13. PLUMBING &ELECTRICAL INSTALLATION TO CONFORM SECTION 3109 OF SAID CODE FOR SWIMMING POOL ENCLOSURES AND SAFETY DEVICES.
# o Q EXPANSIVE JOINT MORTAR 12„ #3@ 6" O.C. POOL SIDE TO LOCAL CODES.
3 °I° POOL DEPTH 5 0 OR MORE 14. KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS.
HORIZ.-N:2N AS OF JAN 1, 2020 THE 2019 EDITION OF THE CALIFORNIA ENERGY CODE WILL BE EFFECTIVE.
WATER E7" '7'-' 2" - _ 15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO REF. SECTION 110.4 -MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT.
3 1 /2" CONC. MASTIC ° n= BE 2". (AREAS OF HIGH SULFATE IN THE SOIL IT SHALL BE EXAMPLE "COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH HEATERS."
TILE I 3"f SLAB #3@ 12" O.C. -1111 POOL 3" MIN. AND BE TYPE 5 CEMENT CONCRETE. 4000 PSI) ADD FOLLOWING INFORMATION AS APPLICABLE ON SITE PLAN
15 LB. FELTTILE 4" TYP. BOTTOM �°
SECTION W/ TYPICAL BOND X
PLASTER POOL GENERAL
C0 OR 4 MILL VISQUEENI/ll BEAM W/4 #3
� PLASTER
#3@ BOND BM.
4" MIN
IIII=111=1/II-'I/ SPA ADJACENT TO POOL
ilu
I°
X
#3@ 12 O.C. B.W.
SEE TYP. POOL
BOND BEAM STL. SEE SCHEDULE 2
CONC.
WATER SURFACE DECKING
4" M I W"
3'-0"
IIIA TYPICAL SPA SECTION
SECTION
u
#3 @ 6"0. C.
BOND BEAM
BOND BEAM
- - _ - - -
RECESSED - - - - - -
\°
�
nu=nu=
N
RAISED BOND BEAM STANDARD COPING +TILE CANT. CONCRETE DECKING TYPICAL INFINITE EDGE N XPANSIVE
__0SECTION SOIL
3" CLR.
J ONE STORY HOUSE
DECK OR CAP--NMIN. D II OR GARAGE FOUND -
ELECTRICAL 1000 LB./FT.
ELECTRICAL 7
PULL BOX 10" 6" 2 #3 BOND BM. ow 41
ABOVE WATERPLACE ADDIT. cin s�`� ���(�s, / OR FENCE
4'-0" 12" /TI-Aii1/ui�'A Ili-/nl-ll= ° °
PER NEC SPECS. -,III-IIII-nll I WATER SURFACE y
2 3 BARS VERT.STL. IN WALL w
N.T.S. #
BEND BOND #3 HORIZ STL.@ 12 O.C. _ IN ACCORDANCE WITH cn
4 MIw ° BM. STL. N SCHEDULE 2. 0 16"MIN. / EXPANSIVE
-IIILl1l1- - _ 11F=111 AROUND NICHE N ¢ N #3@ 12 O.C.
-l�q=�l-nn�u-11 3» o LAP / � SOIL
=1111 n'lil= (o 18" VERT STL. & �� _ 3" CLR.
N ELEVATION STRAIGHT WALL 6» o
1/2" � PVC 12„ SCHEDULE 2
10' MIN LENGTH r� � WATER SURFACE
SURCHARGE
4" MIN
IIII=111=1/II-'I/ SPA ADJACENT TO POOL
BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR
X
°EPTM
D=3'to 5' D=5'to 7'D=7'
4" M I W"
3'-0"
IIIA TYPICAL SPA SECTION
SPA z
#3 @12"0. C. #3 @12"0. C.
#3 @ 6"0. C.
BUILDING SURCHARGE
5
- - _ - - -
RECESSED - - - - - -
\°
�
FLOOR
N
AS REQUIRED BY CEC250.120(C)
#3 @12"O.C.
6'-0"
O
I
MIN.
e
I
> R=1'0" MIN. PLANTER
5
WHERE ANY REINFORCING STEEL IS EPDXY-TIED TO WALLS
POOL
EQUIPOTENTIAL BONDING GRID
I
#4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE.
N
La LIGHT
#3 VERT STL. 45 �
in
5
4'-0" MIN.
#3@ 6" O.C.
THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE
N
Q
0 I
O
@ 12" O.C. -
_
u11 -111L
VENEER
1. GRID STRUCTURE. THE EQUIPOTENTIAL BONDING GRID
BOTH WAYS
II11
CLEANING TO BE IN ACCORDANCE WITH SECTION 1704.13 IBC
c1n
w
2 3 BARS
cy 4" MIN.��,, #
IIA -°a
SHALL COVER THE CONTOUR OF THE POOL AND THE POOL
AROUND NICHE
Q
4" MI
DECK EXTENDING 3 FT HORIZONTALLY FROM THE INSIDE OF
SURCHARGE
ADDIT. VERT. STL.
IIII=111=1/II-'I/ SPA ADJACENT TO POOL
BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR
X
°EPTM
D=3'to 5' D=5'to 7'D=7'
to 8'6"
3'-0"
IIIA TYPICAL SPA SECTION
MIN
#3 @12"0. C. #3 @12"0. C.
#3 @ 6"0. C.
4'-0"
MIN.
#3 @12"0.C.
#3 @12"0.C.
5'-0"
FLOOR
MIN.
AS REQUIRED BY CEC250.120(C)
#3 @12"O.C.
6'-0"
O
I
MIN.
PLAN
4" TYP. BOTTOM ° THE WALLS OF THE POOL. THE EQUIPOTENTIAL BONDING GRID BLANK MEANS NO
SECTION W/ SHALL BE ARRANGED IN 12" X 12" NETWORK OF CONDUCTORS SPECIAL THICKNESS OR
SECTION AT LIGHT BOX SKIMMER NICHE DETAIL #3@ 12" O.C. B.W. \ IN A UNIFORMLY SPACED PERPENDICULAR GRID PATTERN WITH REINF. REQUIRED
TOLERANCE OF 4".
SEE TYP. POOL 2. SECURING. THE BELOW -GRADE GRID SHALL BE SECURED
SECTION WITHIN OR UNDER THE POOL AND DECK MEDIA.
z
WATER LEVEL 3. WHERE THE REINFORCING STEEL IS USED IT SHALL BE 1/2" Extruded ROCK
MAIN SUMP DRAIN
AT LOW POINT
DUAL INLETS PER PLUMBING CODE.
TYPICAL LONGITUDINAL SECTION
ADD #3 12 O.C.
LONGITUDINAL @
TRANSITION WHEN
REQ'D BY BLDG. DEPT.
FIN. GR.
IIII=111=1/II-'I/ SPA ADJACENT TO POOL
BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR
Polystyrene
CD
au=nu=
A111=n=un
11= au=uu-nu=
IIIA TYPICAL SPA SECTION
NOT SMALLER THAN #6 AWG BARE SOLID COPPER WIRE AT
Min. Seperation
..
ON C.
0
ALL POIINTS OF CROSSING. CONNECTIONS SHALL BE MADE
WATER SURFACE
FLOOR
AS REQUIRED BY CEC250.120(C)
O
I
R-2'6" MAX.
NEW FILL
> R=1'0" MIN. PLANTER
5
WHERE ANY REINFORCING STEEL IS EPDXY-TIED TO WALLS
X
nu -11113
fi=nAl=
I
#4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE.
6" MIN.
in
5
4'-0" MIN.
THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE
N
g
O
4 #3@
°MASONARY
VENEER
IIII-111_1�II =
II11
CLEANING TO BE IN ACCORDANCE WITH SECTION 1704.13 IBC
c1n
w
BOND BEAM
2" CLR.
MAIN SUMP DRAIN
AT LOW POINT
DUAL INLETS PER PLUMBING CODE.
TYPICAL LONGITUDINAL SECTION
ADD #3 12 O.C.
LONGITUDINAL @
TRANSITION WHEN
REQ'D BY BLDG. DEPT.
Z
DECK
WEEP HOLES-
OF
OLES-
=111 =111 AND THE PRINTED INSTALLATION PER ESR -2508,. THE w
1111-1111- CARTRIDGE TO BE CHECKED AS TO EXPIRATION DATE. THIS I »
INSPECTION CAN BE BY THE LOCAL BUILDING INSPECTOR. sF ,pyo/ IIA 12 MIN.
AND MAY REQUIRE AN ADDITIONAL INSPECTION FEE. s C�
�IIIFIII_1/II-III 1_1/II-1111 IIII-111=1111
=1111=1111_
ALTERNATE TO
POOL civ BARRIER PUT
IN CONC. BOTTOM
CONC. FT'G
MOISTURE BARRIER
RAISED PLANTER PROVIDE PLAN & CALCS.
EXPANSIVE SOIL ONLY 0 FOR RET. WALL.
PROJECT:
(THESE PLANS ARE ONLY VALID FOR THE FOLLOWING SITE)
79941 WILLIAM STONE WAY
LA QUINTA, CA. 92253
INDIO, AREAS SOUTH OF INDIO AND AREAS IN EXPANSIVE SOIL SEE NOTE NO. 15
� lF
16"MIN. 1 ONE STORY HOUSE
LAP j OR GARAGE FOUND-
ATION, OR ROCK
1000# L.F. MAX.
1/2" MIN. APPROVED DEEPENED FOOTING
DECK SEALANT
0
O PROFESS/pNq�
HENRY
I11=1/I1-1111-111=1111- I-11=111=_ _I = � I- �
=1/I►_ IIfL=111=1111_ �• ��-
'Il=Ill
SPECIFICATIONS
SIZE X AREA ElDEPTH TO
SHAPE
LINER
POOL CAPACITY GALS.
PUMP
MOTER H.P.
FILTER SQ. FT.
VACUUM LINE & SKIMMER "
RETURN LINE "
MAIN DRAIN "
SKIMMER MODEL
BACKWASH LINE
' OF 1/2" FILL LINE
ANTI SIPHON VALVE
HEATER SIZE BTU
GASLINE BY: VENTED BY:
LIGHT
CLOCK
ELECTRIC BY:
ELECTRICAL BONDING BY:
POOL CLEANER
CHLORINATOR
BOARD -SIZE
BOARD SUPPORTS
LADDER -MODEL
WATER
SLIDE # COLOR HOOKUP
GRADING
STUB PLUMB DYES ONO
DECK BY:
NOTES:
DRAWN BY: JESSE McGUIRE DATE 8/7/91
CK'D BY: JOHN H. HACKER DATE 1/1/15
NOT TO SCALE
DEEP
END SHALLOW
END
UNLESS OTHERWISE SPECIFIED:
POOL IS__ SHALLOW TO__ DEEP
I HAVE RECIEVED A COPY OF
THIS PLAN AND HEREBY
APPROVE POOL AND
EQUIPMENT LOCATION
CUSTOMERS SIGNATURE DATE
SPA GENERAL
SPECIFICATIONS
SPA TYPE: MDL
DIMENSION:
DEPTH:
COLOR TOTAL GALLONS
SPA JETS TILE
HEATER:
PUMP & MOTOR
AIR BLOWER
GAS LINE:
PLUMBING FOR SPA:
ELECTRICAL: CLOCK:
EXCAVATION
DECKING
MISCELLANEOUS:
SOLAR GENERAL
SPECIFICATIONS
SQ. FT. POOL SQ. FT. PANEL
PANEL TYPE PANEL SIZE
NUMBER PANELS PLUMB RUN
AUTOMATIC MANUAL
THERMOMETERS BOOSTER PUMP
SINGLE❑ DOUBLE ElELECTRIC BY:
OWNER:
TO DETERMINE
APPROXIMATE ELEVATION OF
POOL ON DAY OF EXCAVATION
POOL AREA TO BE FENCED,
BY OWNER PER COUNTY OR
CITY ORDINANCE. GATES TO BE
SELF CLOSING AND SELF
LATCHING.
DO NOT TURN ON POOL LIGHT
WHEN POOL IS EMPTY
POOL OR SPA
NAME
ADDRESS
CROSS STREETS
RES. PHONE
BUS. PHONE
�
REMAINDER OF JOINT EXPIRES
14 1
NOTE: RES 3-31-23 2-23-2021 SWIMMING POOL CONSTRUCTION
EXPANSION JOINTS IN CELOTEX OR OTHER
REQ'D IN DECK AT EXP. MATERIAL SST CIVIC JHA Engineers10'-0" O.C. OF CA��FO
EXPANSIVE JOINT 43585 Monterey Avenue, Suite 7
0 Palm Desert_ CA_ 92260
FIN. GR.
WATER SURFACE
au=nu=
A111=n=un
11= au=uu-nu=
..
O
I
X
a
NEW FILL
I
X
I
in
g
O
4 #3@
----�
J�
o
c1n
w
BOND BEAM
O�
Q
�
�
TYPICAL POOL
#3@ 12"O.C. HORIZ.
#3@ 12"O.C.
\.
16"
BOTTOM
STL. THROUGHOUT
VERT STL.
LAPIF
NAT. GR.-
I� z
3' CLR.
III=1111=�18"
M I N�5"
ulA= ulAgilT'iili lull ��
_=
all_ -
n11=
TRANS.
IIII=1111=
N
TANNING SHELF DETAIL
Z
DECK
WEEP HOLES-
OF
OLES-
=111 =111 AND THE PRINTED INSTALLATION PER ESR -2508,. THE w
1111-1111- CARTRIDGE TO BE CHECKED AS TO EXPIRATION DATE. THIS I »
INSPECTION CAN BE BY THE LOCAL BUILDING INSPECTOR. sF ,pyo/ IIA 12 MIN.
AND MAY REQUIRE AN ADDITIONAL INSPECTION FEE. s C�
�IIIFIII_1/II-III 1_1/II-1111 IIII-111=1111
=1111=1111_
ALTERNATE TO
POOL civ BARRIER PUT
IN CONC. BOTTOM
CONC. FT'G
MOISTURE BARRIER
RAISED PLANTER PROVIDE PLAN & CALCS.
EXPANSIVE SOIL ONLY 0 FOR RET. WALL.
PROJECT:
(THESE PLANS ARE ONLY VALID FOR THE FOLLOWING SITE)
79941 WILLIAM STONE WAY
LA QUINTA, CA. 92253
INDIO, AREAS SOUTH OF INDIO AND AREAS IN EXPANSIVE SOIL SEE NOTE NO. 15
� lF
16"MIN. 1 ONE STORY HOUSE
LAP j OR GARAGE FOUND-
ATION, OR ROCK
1000# L.F. MAX.
1/2" MIN. APPROVED DEEPENED FOOTING
DECK SEALANT
0
O PROFESS/pNq�
HENRY
I11=1/I1-1111-111=1111- I-11=111=_ _I = � I- �
=1/I►_ IIfL=111=1111_ �• ��-
'Il=Ill
SPECIFICATIONS
SIZE X AREA ElDEPTH TO
SHAPE
LINER
POOL CAPACITY GALS.
PUMP
MOTER H.P.
FILTER SQ. FT.
VACUUM LINE & SKIMMER "
RETURN LINE "
MAIN DRAIN "
SKIMMER MODEL
BACKWASH LINE
' OF 1/2" FILL LINE
ANTI SIPHON VALVE
HEATER SIZE BTU
GASLINE BY: VENTED BY:
LIGHT
CLOCK
ELECTRIC BY:
ELECTRICAL BONDING BY:
POOL CLEANER
CHLORINATOR
BOARD -SIZE
BOARD SUPPORTS
LADDER -MODEL
WATER
SLIDE # COLOR HOOKUP
GRADING
STUB PLUMB DYES ONO
DECK BY:
NOTES:
DRAWN BY: JESSE McGUIRE DATE 8/7/91
CK'D BY: JOHN H. HACKER DATE 1/1/15
NOT TO SCALE
DEEP
END SHALLOW
END
UNLESS OTHERWISE SPECIFIED:
POOL IS__ SHALLOW TO__ DEEP
I HAVE RECIEVED A COPY OF
THIS PLAN AND HEREBY
APPROVE POOL AND
EQUIPMENT LOCATION
CUSTOMERS SIGNATURE DATE
SPA GENERAL
SPECIFICATIONS
SPA TYPE: MDL
DIMENSION:
DEPTH:
COLOR TOTAL GALLONS
SPA JETS TILE
HEATER:
PUMP & MOTOR
AIR BLOWER
GAS LINE:
PLUMBING FOR SPA:
ELECTRICAL: CLOCK:
EXCAVATION
DECKING
MISCELLANEOUS:
SOLAR GENERAL
SPECIFICATIONS
SQ. FT. POOL SQ. FT. PANEL
PANEL TYPE PANEL SIZE
NUMBER PANELS PLUMB RUN
AUTOMATIC MANUAL
THERMOMETERS BOOSTER PUMP
SINGLE❑ DOUBLE ElELECTRIC BY:
OWNER:
TO DETERMINE
APPROXIMATE ELEVATION OF
POOL ON DAY OF EXCAVATION
POOL AREA TO BE FENCED,
BY OWNER PER COUNTY OR
CITY ORDINANCE. GATES TO BE
SELF CLOSING AND SELF
LATCHING.
DO NOT TURN ON POOL LIGHT
WHEN POOL IS EMPTY
POOL OR SPA
NAME
ADDRESS
CROSS STREETS
RES. PHONE
BUS. PHONE
�
REMAINDER OF JOINT EXPIRES
14 1
NOTE: RES 3-31-23 2-23-2021 SWIMMING POOL CONSTRUCTION
EXPANSION JOINTS IN CELOTEX OR OTHER
REQ'D IN DECK AT EXP. MATERIAL SST CIVIC JHA Engineers10'-0" O.C. OF CA��FO
EXPANSIVE JOINT 43585 Monterey Avenue, Suite 7
0 Palm Desert_ CA_ 92260