0206-193 (RPL)LICENSED CONTRACTOR 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
Professionals Code, and my License is in full force _and effect.
License # Lic. Class'__
ass'` Exp. Date
07431/2(
'+
ate Signature of Contractor,.-
OWNER -BUILDER DECLARATION., "
I hereby affirm under penalty of perjury that;l,am exempt from the Contractor's
License Law for the following reason:
( ) 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 & Professionals Code).
( ). I, as owner of the property, am exclusively contracting with licensed
•contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
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 of the Labor Code, for the performance of. the work for which this
permit is issued. My workers' compensation insurance carrier & policy no. are:.
Carrier +,'t"�q,";,I; FU�JL) Policy No. D40200096PI
(This section need not be completed if the permit valuation is for $100.00 or less).
() I certify that in the performance of the work for which this permit is issued,
1 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' -df Section 3700 of the -Labor
Code, I,shall forthwith comply with those provisions.
Date: ^� "/ t r)Applicant.A w` r_.-�'r
Warning: Failure to secure Workers' Compensation coveFage is unlawful -and
shall subject an employer to ;crimmal penalties and civil`fines up to $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.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his
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 applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
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 State laws relating to the building
construction, and hereby authorize representatives ;of this City'to enter upon
the above-mentioned property for inspectJon purpose's.
Signature (Owner/Agent)°'-''` �-'�� J Date
BUILDING PERMIT
PERMIT#
0206-193
DATE9[ ({ , VALUATION 9-M=170 0 LOT
TRACT
J013 SITE
ADDRESS %% [i!«# �+�r�r�i.lj%e�i
APN «
OWNER
CONTRACTOR/DESIGNER/EN (NEER
EI)
X 1:0. CAY1;`!'r'Ft %OMMIR'iTGaH-IN
1$60 CFX[CACO AVE 1* -7
61474• T YP.NGINQ4, ROCK '.[ MITE
1 'E1 E CA 92507
1't'vOumuw Cl',�.- rga CA, msi
('M)349�9825 C'rV. 33-65
USE OF PERMIT
P001, AND/OR OVA
p00U PA, °ALA.MV15JU2;tFTERS ai#,A7.14. BE CN 1PL,AC1t PRIOR TO
PP19_P a 3 T TJk rKS 11014
ljC.it;71, AND/OR R OPA 1000.00 12
1LS"SZ1AUTE'D Cost 010 ,C°t3MITIR- IT ;IRAN
p1myWr VIM Wm. !MRY
P3. AW C119 -K PU '101.000* 39.316 $93160
Ci` NS`TT2.UC'TIOId FEW 101-000-418-000 $144,00
i P " ANICALI'IX•-POOi, 101•'000.421.•000 914.40
0,1XC3'RJCAL PEP PratJ1. 101-000-420-000 $45.00
FIaLF14§i3.IM POE -- POOL 101 aIIIF O.419.06i'0 N0.00
a
a ,
t •T
u� lJ To, _.III 1 TX -.%a IME -VAR) F82133 $0.00
Nut
CITY OF LA
(IUINTA
_
RECEIPT DATE BY DAjE FIN' LED �Z INS;W
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
BLOCKWALL APPROVALS
steel
POOLS - SPAS
-- , v v_ -
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Final
Underground Plbg. Test
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
/
Final
UU14 Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
COMMENTS:
/-PROPERTY LINE 50.0'
�.—.—....... —. .—.—.—.-- .—.—.—.—.—.—.—.—.—.—.—.—.--.—.----
i
I � I
Qm j
�w
'N
" I 3' GAT
I
•,r`t. .'�: :' .20,-0„ ^•. :O. 25,•0„ 5•-0" .
SET .�!'' ,.`' .,. SET -0
O
BACK
w Iz
m
w
Z I I Q
0 w I NOTE: TO DETERMINE CORNER-SEE`
Z0 _� � CORNER RADIUS POINT DO NOT
W I = z LUNCH DESIGN GROUP
J3 b 0 MEASURE FROM URB I P.O. BOX 450
wJa
Z m Lf QUINTA, G 9220
\ YI pAF, II�l6 116 fAG 1Gp l66lAf
f) 1 q i AltCllt'1'Iif(JRE & CONSTRUMON
C I o
n
ENSE ADA 3
-T—Tom— --- ---� F.F.:1'-0" ABOVE HE CURES
°. 'SIDEWALK~ PAD: 0'-6" ABOV CURB MEASURED cLD
3 -GAT CENTER OF LOT
I
A.P.N.: 773-08-001
1 j ADDRESS: 77-665 AVE. MONTEZUMA
11 I LEGAL: LOT # 24 BLOCK # 64 UNIT #6
/ I SANTA C kRMELITA @ VALE LA QUINTA I
Dg� I
m Z
SET ' SET
x A D I;; : BACK • �. I BACK j
ZD� y'
,RADIUS D.
5, POINT
30, 0,
to
•r.. .aI1' .J •. , ..
NYr.I
'§ — , � . c: ••� TER `.in �.�••
z'
;'R3;,; . — RE URN , R717"
�, 'POOL•
DECK i1 i DECK'
•�•' �R4'-0"- NS PREPARED BV:
POOL ...; :
12" RAIS.'<
lail i?i. VEN7TJRE5, INC.
E .'!E dba
.�: R6'-4" STP 0' 8' 15'-9" WATER L HT $ .� . BOUND I I. ' 1 DESIGN G UP
` — ....•; h z? Q �FNLL i QEAM I
m SPA 3•
SKIMM N �,-0„ T 1
DRAT
FILL .. '• 3'-5 DEEP N 14„
.18,.-'.;'•:4,. �n:.':.
3,_5„ V ZATER
\; �•. ; • \� 14-0 Y• I FILTER
WATER—
RETURN
�. PUMP
--------
NEW
--- —NEW 5' HIGH BROWN l
BLOCK WALL `PROPERTY LINE 50.0
CURB
SHEET#1
AVENIDA HERRERA
0
LENCH DESIGN GROUP
P.O. "OA 450 i
IA QUINTA, U 92253
PIIOXI.,1»plG�11G6 � 4Rm1SG391
ARCllJ'FFC•1'URE & CONSMUCT10N
-. �_._.._. __..._-_. �_, .--.•._ter_,_ ..__ - ,--,. ... --._--
32" BENCH
12" RAISED
WATER LINE
BOND BEA
12"
12 * -
POOL<
18" SPA
POOL
0
;
RIZ' R12”
R12
fr �_; tA• iv
in R12" R12"
i r
Mir, u:•��':'
<ti:
�.:....}:`.: :aa�•L�''.x `�j :��i�'ii'i �:;n,:+�i.Y
,
..•�...?�. ..:' ^..a'
•• i.i
`
^�ti
=tier. ::a.- r„ .:��.r .4r z:-.r.�;;=•�.�r.. ,��c ;,.<.•� a'x• _ :�r
4, tr: *vti
:.y 'i '• ^;n
-'a••.:?' l:, sir' r;:i:v{`G,' .j._+., �;,_.;�.!.;, i. ;�'1,;>;f�.!_�,_
'r>`;.: i�::}::r �....4;.i'`+i•„`.`.r,ri•!r•Jv�;�gi••: ri as„'�''.;'y'.... �::rs-!rc!r,.'i::q%.1
SECTION
SPA -POOL DETAIL
SCALE: NONE
0
LENCH DESIGN GROUP
P.O. "OA 450 i
IA QUINTA, U 92253
PIIOXI.,1»plG�11G6 � 4Rm1SG391
ARCllJ'FFC•1'URE & CONSMUCT10N
-. �_._.._. __..._-_. �_, .--.•._ter_,_ ..__ - ,--,. ... --._--
WATER LINE
=a
POOL<
RIZ' R12”
DRAIN
<ti:
�.:....}:`.: :aa�•L�''.x `�j :��i�'ii'i �:;n,:+�i.Y
:i}�,^=�.1iTY:;I:;���''Y:�:. ri'•.: HS'i,`'."ti�R�F}�y
,. : he .i_l;:v��;;'i� �.::e'�'a iP`�.� � :Jr'�2�:ty�:.}ww' .� a. sti;.; ..;..!✓rx.4;:.. f,IEc: t'�: F'i;�,�J
=tier. ::a.- r„ .:��.r .4r z:-.r.�;;=•�.�r.. ,��c ;,.<.•� a'x• _ :�r
SECTION
SCALE: NONE
0
LENCH DESIGN GROUP
P.O. "OA 450 i
IA QUINTA, U 92253
PIIOXI.,1»plG�11G6 � 4Rm1SG391
ARCllJ'FFC•1'URE & CONSMUCT10N
-. �_._.._. __..._-_. �_, .--.•._ter_,_ ..__ - ,--,. ... --._--
/ � 1
A.P.N.: 773-085-001
ADDRESS: 77-665 AVE. MONTEZUMA
LEGAL: LOT # 24, BLOCK # 64, UNIT #6,
SANTA CARMELITA @ VALE LA QUINTA
PLANS PREPARED BY,
LENllFL VEN"CU , IN .
LENCH D SIGN GR UP
I A.V. LENCH H
JRFSIII)ENT
SHEET # 2
WATER SURFACE
DEEP END RAMP
PRE -CAST COPING
�CONC. DECKING
SCHEDULE -
T 1
LONGITUDINAL 0
a
"" '� "° 12
1AY�0 h'
RADIUS SCHEDULE
a'
4" 0
LATCHING. WITH LATCH 4'-6- MIN. ABOVE THE GROUND.
BOD
a-
4' t
:6
OAM
9
FENCE ENCLOSURE HAS NEEN CONSTRUCTED AND
3 /3 FOR NON -EXPANSIVE SOIL
6
6200 6800
FIN. rii.
t
APPROVAL
>
4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD
4
OR A REQUIRED SIDE YARD ADJACENT TO MAIN
.off S
a-
i 3'
----
b
DRAIN.
BOTTOM
OR AS REOLD
-6- u
5-
5- 4"'
- -UT CrrY - -
6"
6" 5"•
NOTE: THIS SECTION -
/
DAY 2000 P.S.I. COMP.
o ai
3
CAN BE USED FOR
g'-6•
6"
6" 6"'
DEEP END RAMPS- -
y,
OU
6'-0•
UP TO 5' IN DEPTH
6'
8- 7"
USE a /4 BAR 80N0 - -
6•_6-
3•_0•
0 4 P30
SEAMS
BEAM AND EXTEND
L
6'
9" 8"�
BARS 3' EA. SIDE- - -
JS
15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO
ppcc j2 W
OF RAMP WALL THICKNE!
4-O
/30 12-O.C. HOM
<
ram
�•
TO CHANGE
/TREKS AS
4•-6'
UNIFORMLY
STD. REINFORCEMENT & DIMENSION
H
SHALLOW END
FILL ADJACENT TO POOL
CONIC. DECK
t2" i
MASTIC
.. MASTIC -1, MASONARY COPING LEVEL BOND SM. W/ CROUT 1
4 WILL VISOUEEN _� DECX` BEFORE POURING DECK
- •��' • /3 i1 < EXPANSIVE JOIN MORTAR 1
6' GONG. SLK.
O 48"O.C. VER
STL SOLID GR
ALL CELLS
4 /.30 80
SEAM
RAISED BOND BEAM n
BRASS ELECT.
PULL BOX 10'
ABOVE WATER
= I m
j I
1/2' O BRASS
10' MIN. LENGTH
4' MINI
S ` RECE!
r Up/7
/30 6. O.C. I ^ o
BOTH WAYS
AROUND NICHE
SECTION AT LIGHT BOX
REINF. G UNITE
/30 12' O.C.
BOTH WAYS
PLAS7E.R
,30 BOND SM. .�
BOND BEAM
STANDARD COPING & TILE
3 1/2- CONIC-__f
r _-MASTIC
SLAB
15 I.B. FELT '' TILE
OR 4 MILL NSDUEEN.�::;: I PLASTER
BOND BEAM
CANT. CONC. DECKINGLO
DECK OR CAP-\ MIN.
2 03 BARS '
•': ..:I BEN BOND 4" ELN!
ELEVATION AROUND NICHE
L 2
T �
o "
4- MINk_i 2 13 BARS
PLAN
SKIMMER NICHE DETAIL
i_
3
SCHEDULE -
T 1
LONGITUDINAL 0
WAIN $UYP DRAIN
TRANSITION WHEN
RADIUS SCHEDULE
REO'0 BY SLOG DEPT.
TYPICAL LONGITUDINAL SECTION
LATCHING. WITH LATCH 4'-6- MIN. ABOVE THE GROUND.
' BOND BEAM STL
POOL
2. POOL SMALL NOT BE FILLED WITH WATER UNTIL THE
4
FENCE ENCLOSURE HAS NEEN CONSTRUCTED AND
3 /3 FOR NON -EXPANSIVE SOIL
DEPTH
6200 6800
FIN. rii.
t
APPROVAL
4 /3 FOR EXPANSIVE SOIL
4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD
4
OR A REQUIRED SIDE YARD ADJACENT TO MAIN
WATER SURFACE
J4 WATER SURFACE
X-6'
5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND
TYPICAL POOL
DRAIN.
BOTTOM
6. ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT
-0'
i'-0'
me
7. CEMENT SMALL CONFORM TO UBC STD. 26-1. A.S.T.M.
+�3 DO.G vEgT SIL W
8. CUNITE SHALL NOT BE LESS THAN I TO 4 11/2. 28
/
DAY 2000 P.S.I. COMP.
o ai
3
10
g'-6•
2'-0'
`NEw FILi�
10. POOL SMALL BE MIN. 5'-0" FROM BUILDINGS. TREES.
y,
OU
6'-0•
Y-6'
EARTH. NO GROUND WATER.
<
W
$T TR _j 1
6•_6-
3•_0•
0 4 P30
SEAMS
13. PLUMBING & ELECTRICAL INSTALLATION TO CONFORM
7
o
TO LOCAL CODES.
S-6'
ut BOND
JS
15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO
ppcc j2 W
7_6,
4-O
/30 12-O.C. HOM
<
ram
�•
/TREKS AS
4•-6'
STL THROUGHOUT
8'-0"
/3012"O.C. 1
'!•�`
16,PS
6'-6"
5'-0"
vERr STL
LA
IP I I p
4.4 -8 12 O.C.
B.W.
NAT. CR.
��
�"�' ClR
.�.
18" MINI
570t0E"7c6 /30
Oa IN POOL BOTTOM.
CENTER ALL STL
��� IN CUNITE
i
-
-.f
TRAN S.
STD. REINFORCEMENT & DIMENSION
H
SHALLOW END
FILL ADJACENT TO POOL
CONIC. DECK
t2" i
MASTIC
.. MASTIC -1, MASONARY COPING LEVEL BOND SM. W/ CROUT 1
4 WILL VISOUEEN _� DECX` BEFORE POURING DECK
- •��' • /3 i1 < EXPANSIVE JOIN MORTAR 1
6' GONG. SLK.
O 48"O.C. VER
STL SOLID GR
ALL CELLS
4 /.30 80
SEAM
RAISED BOND BEAM n
BRASS ELECT.
PULL BOX 10'
ABOVE WATER
= I m
j I
1/2' O BRASS
10' MIN. LENGTH
4' MINI
S ` RECE!
r Up/7
/30 6. O.C. I ^ o
BOTH WAYS
AROUND NICHE
SECTION AT LIGHT BOX
REINF. G UNITE
/30 12' O.C.
BOTH WAYS
PLAS7E.R
,30 BOND SM. .�
BOND BEAM
STANDARD COPING & TILE
3 1/2- CONIC-__f
r _-MASTIC
SLAB
15 I.B. FELT '' TILE
OR 4 MILL NSDUEEN.�::;: I PLASTER
BOND BEAM
CANT. CONC. DECKINGLO
DECK OR CAP-\ MIN.
2 03 BARS '
•': ..:I BEN BOND 4" ELN!
ELEVATION AROUND NICHE
L 2
T �
o "
4- MINk_i 2 13 BARS
PLAN
SKIMMER NICHE DETAIL
i_
3
MAX.
MIN.
I 18"
a' 41N"I
/3 VERT STL. 45 \
O 12. O.C.
POOL
FINISH 3- MIN. OR
GRAOEI e -AS REQ'D
TO rT 1 9Y CITY
WASTE
i
"P" TRAP" DETAI
+z �2 CLR' SCHEDULE 2
BUILDING SURCHARGE SURCHARGE AODIT. VERT. STL
x 0-3'to 5. 0-5'to 7 D-7' to 8'6"
2 /3 BOND 84. ` 31-0" MIN S3 a2'0.0 N 012'0.0 1306-O.C.
4'-0" MIN N PYMC N 0120.0
DESIGN POOL FOR EARTH PRESSURE 5-0, MIN u wrac
EMPTY, NO GROUND WATER, PERMEABLE SOIL 6--0" MUH -
fc= 2000 P.S.I.,
fs- 16000 P.S.I. n=15. -
.= 30/ m 8. PRESSURE +M= YYD 3/6 BLANK MEANS NO
SPECIAL THICKNESS OR
fc 0 7.5' P.t0061 .p-09 REINF. REWIRED
K. .344 J!9
2X6200 380 P.S.I. < 900 ALLOW
.394UL88X12X32
fc O 2.5' POOL FULL UNSUPPORTED
4 62Sx26�.512 +630 - 2580 AS 25M88x2= .09<11 1/2"
Extne ed ROOC
Mtn. Seperat;a �0N
W +M -M L8. NET Mo , 0 AScr WATER SURFACEj {FLOOR
ADD 13 12- Or
-
1600
LONGITUDINAL 0
WAIN $UYP DRAIN
TRANSITION WHEN
AT LOW POINT
REO'0 BY SLOG DEPT.
TYPICAL LONGITUDINAL SECTION
LATCHING. WITH LATCH 4'-6- MIN. ABOVE THE GROUND.
MAX.
MIN.
I 18"
a' 41N"I
/3 VERT STL. 45 \
O 12. O.C.
POOL
FINISH 3- MIN. OR
GRAOEI e -AS REQ'D
TO rT 1 9Y CITY
WASTE
i
"P" TRAP" DETAI
+z �2 CLR' SCHEDULE 2
BUILDING SURCHARGE SURCHARGE AODIT. VERT. STL
x 0-3'to 5. 0-5'to 7 D-7' to 8'6"
2 /3 BOND 84. ` 31-0" MIN S3 a2'0.0 N 012'0.0 1306-O.C.
4'-0" MIN N PYMC N 0120.0
DESIGN POOL FOR EARTH PRESSURE 5-0, MIN u wrac
EMPTY, NO GROUND WATER, PERMEABLE SOIL 6--0" MUH -
fc= 2000 P.S.I.,
fs- 16000 P.S.I. n=15. -
.= 30/ m 8. PRESSURE +M= YYD 3/6 BLANK MEANS NO
SPECIAL THICKNESS OR
fc 0 7.5' P.t0061 .p-09 REINF. REWIRED
K. .344 J!9
2X6200 380 P.S.I. < 900 ALLOW
.394UL88X12X32
fc O 2.5' POOL FULL UNSUPPORTED
4 62Sx26�.512 +630 - 2580 AS 25M88x2= .09<11 1/2"
Extne ed ROOC
Mtn. Seperat;a �0N
W +M -M L8. NET Mo , 0 AScr WATER SURFACEj {FLOOR
TYPICAL BONO
BEAM W/4 /3 -
80N0 BEAM STL.
WATER SURFACE-)
PLACE AODIT.
VERT.STL IN WALL
IN ACCORDANCE WITH
SCHEDULE 2.
X
SCHEDULE
j- CUR. (/
/ 1\\ ONE STORY HOUSE
OR GARAGE FOUND-
AnoN, 1000 LB./FT.
OR FENCE
MOmZ TLO 12 O.C.
/3012. O.C.
VERT STL &
•yl STRAIGHT WALL 6.
.T SPA = WATEF
^+ POOL
4" YIN!
4- TYP. BOTTOM
SECTION w/
030 12' O.C. B.W. .,
SEE TYP. POOL
SECTION --!
SPA ADJACENT TO POOL
TYPICAL SPA SECTION
PLANTER
4'-0- WIN. _
MASCNARY VEN___Tt
OEC- W 117OLES
POOL k;I 94
NOT
1600
I. POOL SMALL BE COMPLETELY ENCLOSED BY APPROVED
2
FENCE. FENCE SHALL BE MIN. 5'-0" RICH ABOVE THE
a
GROUND. CATES SHALL BE SELF CLOSING AND SELF
1200 2600
LATCHING. WITH LATCH 4'-6- MIN. ABOVE THE GROUND.
06
AS PER LOCAL ORDINANCES.
7500
2. POOL SMALL NOT BE FILLED WITH WATER UNTIL THE
4
FENCE ENCLOSURE HAS NEEN CONSTRUCTED AND
6
APPROVED.
6200 6800
3. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT
t
APPROVAL
20500
4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD
4
OR A REQUIRED SIDE YARD ADJACENT TO MAIN
7.5
BUILDING
19100 6200
5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND
TYPICAL POOL
DRAIN.
BOTTOM
6. ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT
AT THE SAME TIME AS POOL BUILDING PERMIT,
7. CEMENT SMALL CONFORM TO UBC STD. 26-1. A.S.T.M.
C 150.62. 175.66.
8. CUNITE SHALL NOT BE LESS THAN I TO 4 11/2. 28
DAY 2000 P.S.I. COMP.
9. STEEL SHALL CONFORM TO AS.T.M. A 615 CR. 40,
LAPPED 40 DIA.
10. POOL SMALL BE MIN. 5'-0" FROM BUILDINGS. TREES.
OR PROPERTY LINES.
11. SPL SHALL HAVE BEARING 1000 (1 FT. UNDISTURBED
EARTH. NO GROUND WATER.
12. CUNITE TO BE PLACED AGAINST UNDISTURBED EARTH
EXCEPT FILL & RAMP.
13. PLUMBING & ELECTRICAL INSTALLATION TO CONFORM
TO LOCAL CODES.
14. KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS.
15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO
BE 2-.
TYPICAL BONO
BEAM W/4 /3 -
80N0 BEAM STL.
WATER SURFACE-)
PLACE AODIT.
VERT.STL IN WALL
IN ACCORDANCE WITH
SCHEDULE 2.
X
SCHEDULE
j- CUR. (/
/ 1\\ ONE STORY HOUSE
OR GARAGE FOUND-
AnoN, 1000 LB./FT.
OR FENCE
MOmZ TLO 12 O.C.
/3012. O.C.
VERT STL &
•yl STRAIGHT WALL 6.
.T SPA = WATEF
^+ POOL
4" YIN!
4- TYP. BOTTOM
SECTION w/
030 12' O.C. B.W. .,
SEE TYP. POOL
SECTION --!
SPA ADJACENT TO POOL
TYPICAL SPA SECTION
PLANTER
4'-0- WIN. _
MASCNARY VEN___Tt
OEC- W 117OLES
POOL k;I 94
ALTERNATE TO
BARRIER PUT
IN CONC. BOTTOM
CONC, FT'G
MOISTURE BARRIER
PROVIDE PLAN & CALCS.
RAISED PLANTER FOR RET. WALL
EXPANSIVE SOIL ONLY -t/ --x'
POOL CALCULATIONS
6
CLR.
12- MIN.
3
1600
500 1100
2
04
a
3800
1200 2600
3
06
5
7500
2600 4900
4
09
6
15000
6200 6800
a
t
7
20500
13000 7500
4
13
7.5
25300
19100 6200
3
14
ALTERNATE TO
BARRIER PUT
IN CONC. BOTTOM
CONC, FT'G
MOISTURE BARRIER
PROVIDE PLAN & CALCS.
RAISED PLANTER FOR RET. WALL
EXPANSIVE SOIL ONLY -t/ --x'
POOL CALCULATIONS
6
CLR.
12- MIN.
N O T : qT£ OF Ca \f
'HIS PLAN IS FOR '-bIE LOWER OE:SERT AREA ONLY
POOL GENERAL
SPECIFICATIONS
SIZE x AREA 0 OEPTH TO
SHAPE
LINER
POOL TAPAOTY GALS.
PUMP
MOTER N.P.
FILTER so. FT
VACUUM UNE & SKIMMER
RETURN UNE
MAIN DRAIN
SKIMMER MODEL
BACKWASH UNE
' OF 1/2• FILL LINE
NOTES I
NOT TO ts.:.)LOW
END
UNLESS OTHERWISE SPECIFIED:
POOL IS-- SHALLOW TO-- OEEP
1 HAVE RECIEVED A COPY OF
THIS PLAN AND HERESY
APPROVE POOL AND
EQUIPMENT LOCATION
' LAP ONE STORY HOUSE
OR GARAGE FOUND-
z- •� ATION. OR ROCK
1000/ LF. MAX.
1/2- Mw. APPROVED DEEPENED FOOTING n
SEALANT
DECK
::';: ::':::
:'•': HENRY
����
ci
Mimi
NOTE,
REMAINDER OF JOINT
EXPANSION
IN cELOTEx OR OTHER N 14614
REO'0 IN OECK AT
EXP. MATERIAL
Exp. 3/31/05
10'-0" O.C.
EXPANSIVE JOINT
Sl CIVIL �P
N O T : qT£ OF Ca \f
'HIS PLAN IS FOR '-bIE LOWER OE:SERT AREA ONLY
POOL GENERAL
SPECIFICATIONS
SIZE x AREA 0 OEPTH TO
SHAPE
LINER
POOL TAPAOTY GALS.
PUMP
MOTER N.P.
FILTER so. FT
VACUUM UNE & SKIMMER
RETURN UNE
MAIN DRAIN
SKIMMER MODEL
BACKWASH UNE
' OF 1/2• FILL LINE
NOTES I
NOT TO ts.:.)LOW
END
UNLESS OTHERWISE SPECIFIED:
POOL IS-- SHALLOW TO-- OEEP
1 HAVE RECIEVED A COPY OF
THIS PLAN AND HERESY
APPROVE POOL AND
EQUIPMENT LOCATION