003580 (SFD)Desert Sands Unified School District
CERTIFICATION OF PAYMENT
OF
SCHOOL FACILLILY FEES
NOTICE: THIS DOCUMENT CAWKVI
TO: City (qELpg?nQCATED% DATE�
Department of Community Development
78-105 Calle Estado
La Quinta, CA 92253
This is to cer.tify
developer of As�-�,
located - 77,,?X-Ne
this District, has paid
aut.hority anerated by
$ 4 a &j " (4,-":
. 0 � 1�
aza
which is
—, within
school facility f-6es imposed pursuant to the
overnment
,.Cod5 Section,53080 in the amount of
I r I
covering a total ofU �f�tU square
( ) industrial/commer"cial development and
ON
feet of residential or
that bui�diVngf permits for
this rootage in this development may now De issueG Dy your jurisdiction.
o DESERT SANDS.UWIFIED SCHOOL DISTRICT
White Building Department 0 Yellow - Facilities Planning 0 Pink - Accounting 0 Gold - Developer
e,4 1337 (10)-37
International Conference of Building '
Officials
EVALUATION REPORT Report No.2417
Fling Category: SWIMMING POOLS AND SPAS ":t'i:ly, 1984
FIBERGLASS ONE-PIECE SWIMMING POOLS
SAN JUAN PRODUCTS, INC.
POST OFFICE BOY 652
HEMET. CALIFORNLk M43
I. Subject: Fiberglass One-piece Swimming Pools.
11. Description: General: The swimming pools consist of one-piece
fiberglass construcdon, shop -farmed over mold. The model numbers and
sizes am shown on Table No. 1.
The itbergiass pool is formed against aone-piece interior form ormold in
the following manner. The form is treated with at parting agent to assure
separation of the liner from the mold afte r fabrication. A isophthaliclneo-
perityI-glycol Zed coating 30 raiis thick is spray -applied to the surface of the
form. A tibergfass hand favup constsdne or a l'/:-0unce mat ar
einforctag
random chopped strands of fiberglass is applied to the cured gel coating,
which is then ueated with an isopnthalic polvester resin applied with a 35
percent minimum saturation factor A second laver consisting of I'1/ u seinrvrcing mat is laince
d over the previous layer and saturated with isophthalic
polyester resia. The third layer consisting of a 24_.ounce woven roving is
applied over the previous construction andsatunled with anothereoahne of
isophthalic polyester and "poet resin. The process of alternating Sayers of 5bcrglass
mat roving saturated with resin is continued until a total of Five
layers has been built up. The completed pool has a minimum cured thick -
the of 3/1s inch. The woven roving and reiutiotring mass are aapcd so that
the lapped splices fxrween the individuai rolls of the material occur at the
same locations and are 6 to 8 inches wide. This provides an additional
Thickness to total of IO niies) to the liner in the form at periodic stiffening
elements. The Fiberglass has a minimum tensile strength of 11,360 pounds
per square inch and a modulus of rupnire of 23.5OU pounds per square inch.
The pools have a fiberglass coping appmximucly 6 inches wide around
all sides, the ex tenor edge of which is bent down or depressed to engage the
poured -in -place concrete cooingtiuring rieid installation. Qne corner of the
pool end is provided with, curved steps for access to the pool_
A main drain is built into the Sberglass pool at the deep end.
Extending from the main drain box are the necessary service lines
to the filter Nuipment. A gravel sump is provided beneath the
main drain base to collect any ground water or drainage from the
sand bed on which the pooi is installed. Leading from this gravel
sump is a l i-inch plastic pipe extending to ground Ievel which
is utilized to relieve hydrostatic pressure by caliecting and dispos-
ing of ground or seepage water when it becomes necessary to
empty the pool. The pool is provided at the deep end with an
underwater recessed light pocket and Hoodlight. The floodligftt
and all electrical apparatus in connection
p with the pop} are re-
ately
d electrical
v work is uired to be required to comniyowithed. All the codes n6 efectnat the on-
struction site.
The pool design requires it to remain Full of water at all times. A
fop { piws*a donee—Poolis dtsigned to'remain tstobe`utq bed to the all of water all UiDrnent and is
Pool
shell may be damaged if water level is allowed to drop below the pooi
skimmer. when appreciable drawdown is noncedorif it becomes necessary
to drain the pool, contact San Juan Products, Inc., or their agents for
intructioris." A pressure -sensitive plastic slicker will be installed adjacent
to the above sign by the manufacturing licensee, giving his name, address
and telephone number.
Installation: The Pool may he installer) without a soil investiga-
tion by a qualified engineer, providing; none o1 the following
tiocon-
dins are ancountered and thu site is approved by the huiidsn>a ❑ifftriul:
1. The existence of ground water within the depth of the pool
excavation.
2. The existence of an uncompacted fill in contact widh any
portion of the pool.
3. The existence of assay expansive or adobe -type soils, at or
within the confines of the pool area.
4. The existence of any soil types whose angle of repose will
not support the walls of the excavation at the desired slopes,
S. The location of the proposed, pool excavation so that it would
have a tendency to endanger adjacent structures.
If one or more of the above conditions are encountered, the
excavation for the pool shall immediately cease until the specific
conditions at the site have been reviewed and recommenspeci is
engine
review
and recommeby a ndation is toons
ebeT.ssubrmittttedpto theobuildi brt oJ uilding official
having jurisdiction aver the constmucrion site, and has approval
obtained pnor to continuance of the wark-
The excavation for the pool consists of removing the existing
soil from the proposed area, utilizing chain -to
a -inch Pe screeds to assure
minimum aver-excavanou at the pool bottom and all sides.
The required drains and plumbing work are installed and a con-
toured layer of clean sand is placed in the lower areas of the pool
UP to a point at which " slufiing" would occur. The pool is then
placed on this sand bed and careft'lly aligned and leveled to pre-
clude any buckling or irregularities in the fiberglass. Water is
introduced into the pool prover and up to a level approximately
equal with the sand layer. The backiiiling with nand is carefully continued upward, maintaining approximately a uniform height
around the four sides of the pool at all times. The sand is consol-
idated by doodiaq with water as the work progresses. The pool is
simtiltaneousiy Eked with water as the backfillinq progresses.
taaintaini'ng appro*auaately equal levels. The sand backfiil is
stopped at the level of the bottom of the concrete coping on all
sides of the pool.
The outside [in of the fiberglass pool coping detail is embedded
in a concrete walkway installed around the entire pool. See Figure
No. 1 for complete details. The walkway is reinforced with 8-inch
by 6-inch No. 14-10 wire mesh.
The pools are to be manufactured and installed only by factory -
trained and approved agents or franchised installers in accordance
with the requirements at this report
Identa#Ication. Each pool is identified by a coded imorint above or below
the skimmer signufyyirig model and date Or manufacturing. The company
name and factory Ierter are also noted.
III. Evidence Submitted: An engineering report, detarIed plans
specifications and internal quality control manual are suhrattted.
Findings
TV. Flndings. That the Flhers lass fine -piece Swimming Pools are an
alternate method of cortstmetion For swimming pools under the 1982
Uniform Building Code, subject to the followinq conditions:
1. The construction and pool installation camp iy with this report.
2. The electrical and plumbing instaliations comely with the
respective codes in effect at the construction site.
3. The pools are installed by a factory -"mined and licensed installer
or agent approved by the San 3uan Products. Inc.
Ibis report is subject to m-examinadon in two years.
ICHO evaluation rrporrs are rxsued solely to provrde irrfarnratian to Class A members of rhr nrgrzn+zntian urili�rtq the code upon which the report is
based. vaftwrio on rr use i air not to be cqnsreport. as representing arsrherics or any other am ibcrres nor speciflcaily addressed noras an endarsrmrnr or
rrcomnrendaiion for use nj the subject report.
This report is bused upon indrorndenr rests or other tech nira(daro strbmiixed Sp the applicant. The !Cap rechreica! staff has reviewed the tear results
"Filar other dnra, but does not possess rest facilities to make our independent vrri�calion. Tleere is no a arranry by lCl staff
ff has
ewed the
t st re any
"Finding, or other matter in the report ar as to any prmducr covered by the report. This disctaimerr includes. heir is nor limited to. or merchantability.
Page t of 2
Page 2 of 2, ReportNo. 2417
TABLE NO. I
MODEL NOL
WIDTH
LENGTH
oEPrrt
Shallow End [Mao End
CAPACITY
IN GALLONS
100
12'-0'
27'-0"
3'-F 5'-5"
8,000
150Kt
13'-0"
21
3'-T 6'-T
10.000
200
12'-0"
31'-T
3'-5" 5'-5"
11.000
300
12'-0"
30'-0"
3'-5" 8'-0"
13,000
350KI
14'-0"
33'-0"
3'-5" 81-0"
14,000
400
14'-T
32'-T
3'-5" 5'-5"
12.000
450
14'-0"
32'4r
3'-5" 8'-0"
14,000
500
17'-T
35'-0'
3'-5" 9'-1"
16.000
525
171-0'
37'-T
3'-5" 9'-1'
17,500
550
17'-0"
42'-0"
2'-10" 9'-1"
17,000
600, 650S2
12'-0"
16' 0"
3'-1 V uniform depth
3,800
700
12'-0'
20'-0"
3'-11" uniform depth
4.900
I deeotm kidney shape.
2S denaas pool with seat.
3'- 0"Min!
"�h�oLEs o3v O.C. "1 r (6--6 -W/ 4 W/.4) '7
Ile
CAMPACTED GRAVEL rCR CLAYMD06E�
• ' y' FOR CL.iY (AGt7�ez 4!' SoiL CWCY
ICI,MR64,IJ3 '�' �.'GUNPACTED SAND (TI'R)
,OC7004,
G" /NJ Tiricr
CO3AfMAC7f0 SAND F/L4.
EDGE BEAM ;� z1 WA A'WA Y
s E c T7 oN
NOrFs.
/. THIS DRAWING S#4ZL BE USED /N CONJUNCT/ON
r-, WIN CONSTRUCT/ON SPEC/F/CAT/OHS.
z &ALxwAY SHALL BE CONTINUOUS AROUND R004.
REFeR TO Ti/E SPEC/FICAT/OHS FOR EXPAND/O.v
JO/Nr SPACINGS.
FIGURE NO. 1