Plans (40) 4A7/OIC -lav/y,3
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APR 1 1 2016
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SEPTIC EXISTING
cu HOME
. NEW 8'SPA
11
222,
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FENCE NEW POOL
PER CODE
4
DRAIN FIELD
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63253,PR
NF
CITY OF TIGARD
Approved by Planning
Date: Ljkke ., Scale:
Initials: / 11uneDrawing Name
4) / 00-00-00 Drawn By:
Owner's Name
•
Specifications:
EXCAVATION-The adherade of B swimming pool Is to be compacted to a density of nut less than 95%T-99 of retell ve
maximum density Any soft or unstable subgrade materials are to be removed end backlllled wlih crushed n«h and compacted
to ble required density
REINFORCED STEEL-Standard defamed bars,intermediate grade,free of rust and des to be properly positioned and tied in
place Mb staggered splices lap 40 bar dianemrs See rentimong Weeuk MasticJoint Coping
6"Centrale Mazlic Jad
Sump She Determined BY 2%Slope F P Tib 0 Water Level / 2X Slope
GUNITE-Minimum wall idckress 5 through cove-6-t 6mn]sack.uNimale strength 3,000 PSI at Jr days (1 5 x Pipe D)x Grate Frame Size din Drain Outlet - J/
-ed Floor
BONDING-Pool futures,piping systems,reknlorckng steel,conduit,and other appurtenances to the pool shall be bonded and
conform to all yrovlsons as set forth in the National Electric Code ART 680 Swimming Pools for 1987 N B F U Na 70 By g'
Owner `_., 4'E•
GROUND FAULT INTERRUPTER-A grouMleull intercepter shall he provided on all Manch circuits Involved in lighting or 9'
recplatle outlets in accordance with the National Electric Code By Owner 1,11 . ma—a-
1=7f.=11.11 AO IIr11.-11� \--N------_
R 1'
All electrical work is lo on perforated by a licensed electrical contractor and is not lie responsidlty of the Pod Contractor.All11= 'It
electrical wok is m w inetlaled am per slate and local codes.By owner.
.,1,„„„_ z i
.� 70'pn= SUGlion Lbw Per Piping Plan
PIPING•Al piping shall be PVC sdkedule 40 ands to be NES approved 2'Hydrostatic I/.�'wv✓_J eJr .% 2.Hydro-Static
.bel Valve- 2 ,4Trell_.W1 24•x 24'Gravel sump Relief Valve „...4
HEATING SYSTEM-Heating systems to be egiupped with one high temperature ASME relief yaNe al 50 psi dumbed k maw 1 Per Body of i~i J�211 Run 8-s 8-drains to '
6•of the Moor- via VP �•S� all eel spots Fal
wf 3/4•gravel wrapped
OTHER WORK BY OWNER-Fresp water supplyutas Amen!room with proper peek-flow prevention device nn place, in alter fabric 12' 15- 25' —
gnwnd-fault Interrupters.ventllg for heaters.sewerr like or drainage fur backwash,fencing,decking.
DECKING-to he co«nete win non slip knish,sloping manus 2%from coping to drains.By Owner
WATER REMOVAL-]he pool is designed to have water In It at all tinea Remove,el water for pool repair or cleaning shall Longitudinal Pool Section
«cur when the ground wall table Isbebw the bottom or the pool Hydrostatic Relief Valve O
SIGNS-Slate lealth signs are to he pasted al the entrance of the Pod Scale.1 lir=1' 0
REGULATIONS-Operating Inslrvcnons are to be furnished to Ve Owner by the Pool Contractor,and Me Owner must follow ad O '0
Cay.County,and Slate tales and laws govemmg the use end operaron df the pool. aCC0
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THICKNESS AND REINFORCING SCHEDULE0co E c
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ASTM A 615 GRADE 40 ASTM A 615 GRADE AU Pa Y C
'Ra APR 1 1 201 �.a'1215
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'A-BARS H'BARS Honz Bars A.BARS 'B'BARS HOW BARS 'T'Min N Ch—C
6"TO 2-0' (13 AT10- 43@1.0.0 3AT 1'-0- .341'0.0.0 CL�Z r E
2'-1-]03'0• fr3 AT10' p3 AT t0' 43@'00G 43 AT 1'-0- v34 Uroc 6. f
3-1•T040' .3 AT 1-P p4 AT1A• .34210-0.c.100.C. 43 ATI'-0- p3 A11'0- R3@l0.O.C. ]• CITY O1''�vl611R.)
4.-1'TD 5-0- X3 AT Ara .AT 10- *3@a.°C 43 AT 1'-0' X3 A71'0- p349.0C
5-1•TO6'-0- Al ATI'-0• 44 AT 1'A' 4348.00 03 AT 1'0' ea Al t'0- .308.0C e-112' BUILD G �IVI\(()r
General Notes:
I.Minimum concrete aSanglh.3000 PSI at 26 days SEPTIC EXISTING
2 All poured concrete to have a merriment slump of 4• • °J
3 All guru.to have 3•to 5-slump = HOME
a Thi design is provided for Me Maned pioect"on
s mol applicable to other locations or condemns N�s19n Z `
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4, " J N
Concrete Dock L,„ ', co rn N
/6roln.rm a O C
pleanCont NOTE.Prov rte Spooled Reinforcing
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at skimmer Relocate above or Note: " sa W .
- bake as required. -'--- >
7
FENCE NEW POOL O >IY
1 Swimming Pod hes a powered safety cover PER CODE w coO
which complies with ASTMF 1346standard 91 staard 0 co 0 co O'0
A'Bars tree schedukl perfomtance spedlkallons ad requirements O V lf0J coa
- - _ 2Where ewall woeIlk s aOr
the harrier one of the following conditions must be DRAIN FIELD ? Date-04/07(16
3 at 12'0 0 TYP et.The pool shall be equipped with a powered
3'Clear I R.B safety cover in compliance with ASTM F1146 or
AH
TYal See Schedule other means of protection,such as self-closing Q�� Drawn by.TWA,. Et doom w1lh self-latching devices latches shall be �� Scele'as shown
ra located 42'-54•above ground.stY
Q
3.Grading and compaction of all IIII areas by bIS Revisions:
']'(see schedule) NOTE Hold all reinforcing 3'clear41
nueo Typgal center utters.
p3 at la on
1111 ta�tRenonving 631.53•PROPFRryC/
TL'u oe ora Typical NF
Page:
Typical Wall Section-Top of Pool at Grade Plot Plan
IScale'Not to Scale Scale.Perth
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SEPTIC EXISTING
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FENCE NEW POOL
PER CODE
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632.53,
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CITY OF TIGARD
Approved by Planning
Date: 204, Scale:
Initials: LS
R., ' 111 Drawing Name
/ 00-00-00 Drawn By:
Owner's Name
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SEPTIC EXISTING
•
=4/ ••• HOME
NEW 8' SPA
.
a`/ 222.
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FENCE NEW POOL
PER CODE
4/
DRAIN FIELD
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636.3,p
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3S3,pR
op .R7I1c,NF
CITY OF TIGARD
Approved by Planning
Date:
Initials: �� Scale:
Z-S Drawing Name
'dll�
'T / 00-00-00 Drawn By:
Owner's Name
Specifications:
EOCAVATION•The subyrede of the swimming pool 0 to be compacted to a density of not less than 95%T.99 of relative
maximum density Any soli or unstable subgrade materna%ate to be removed and bac9Nled with cntshed rock aM cornpaded
to the required density
REINFORCED STEEL.Standard defamed bars,intermedtale grade,free of rust and din.to be properly positioned and tied In
pace with staggered splices gip 40bar diameters See reinforcing schedule Mastic Joint 6•Ceramic Coding Mate Joh
GUNITE-Minimum wall law5"through cover-6.1 4mix T sack,ularnate seengin 3.000 PSI et 28 days Sump Size Determined BY air Drain Outlet 2%SlopeF P The Water level tri Slope
It Sc Pi.0)x Grate Frame See •oot Floor
BONDING-Pool ONlures.piping systems.reinforcing steel,conduit.and other appurtenances to the pool Niall be bonded and - 11111p1111
�
conform to all provisoes as set lodl:n the Natant Electric Code ART 680 Swimming Pools for 1987 N B F U No/0 By
Owner
GROUND FAULT INTERRUPTER-A grouts fault interrupter shall be prdivded on all Manch circuits involved in lighting or VAIN •
I,14+
recplaree outlets m accordance with the National Electric Code.By Owner —u_- __.
II 7
All elecalw work is m be ialed performed by a to and to electricalByOwcontractor end Is not the respond Mlry of the Pod contractor All 11= II -electrical work w«k k to Ee irutkled as per orate and meal rodeo.BY owner. hn741000..4.
nl�� syr L/ 1
PIPING-All ping shall be PVC schedule 40 and is to be NES approved 2"Hydros.. tY? r •A Me '..1:"..Suction Una Per fdpnng Plan 1�
r.•yy {. 2'MYdrostabc
M etid Valve- rem;= �Ea' ''.:'
HEATING SYSTEM-Heatin 24"x"x Gravel sump Relief Valva
g systems to be egiupped loth one high Iemperaurte ASME reed valve et 50 psi dumbed b within 1 Per BoiN ofd a�3 Rune"x 6'drains b
6.of the floor. wale T VEIN all wet spots Frll
W 3/4•gravel wrapped
OTHER WORK BY OWNER-Fresh water supply to eaupment room with proper back-Flow prevention device In place in flaw lank 12' 15' 25'
ground-taull interrupters.venting for heaters,sewer line or drainage for badiwash.fencing,decking.
DECKING-To be concrete wen non slip finish,slop lg',Inns 2%from coping to drains.By Owner.
WATER REMOVAL-The pool la designed to have water In It 01all limes Removal of water nor pool repair or cleaning shall Longitudinal Pool Section
occur when the ground water table k below the bottom of thepool. 3 Hydrostatic Relief Valve — o occur
SIGNS-Slate health signs are to be posted al Ne entrance of Ina pool Scale.1 1/2'=1' Scale'3116"K.1' U
REculgnor9s-Operating Inawdlmaare to be wmiahedmthe owner ler Ire Pool Contractor,and Ina Owner must Follow all V C.j i d Lo
mi
cry.county.and Slate codes and Laws yoveng the use and operation of the pool 1 1 4
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A. 9..JA ' ai >.<n 1/i m:
THICKNESS AND REINFORCING SCHEDULE a d U) E<
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ASTM A 615 GRADE 40 ASTM A 615 GRADE 60 Y co Y C
Rt - RS APR 1 1 2016 o nl`_C
e
A'BARS 'BARS Borg Bars 'A BARS 'B'coos DORM BARS 'T'Min
6"TO 2.-0" N3 ATI'-0• - •30E0'OC N3 AT 1'-0' - 63/5150'O.C. a_Z r 0 L
2'-1'T03,0" 030150• 03 AT 1'A' '3/51'0'0 C 43 AT 1'-0' /5
NS1'0"O 0 6.
3'-I.104'0" an AT 1'-0• 04 AT 1'-0" 34010"0.C. a3 AT 1'-0' Nnan 1'0" N3/510'0.C. y.
4'-1.000-0" 03 ATE
N4 E 0' 04 AT 1'-0' #309'0 C N3 AT 1'-0' k3 AT 1'0' NTO9'OC 8. -- L i3{a ,kr
5'-t•TO 6'- AT1.0" l04 AT 1'-0' N3®B"OC N3 Al t'-0" N -0'3 AT 1' 43(5X'00 9 •'l
-1/2' ,t]i. fly e .ir I( I tZt,I .» e
General Notes: JJI�� , � ,'� �� N
1.Minimum«mclele st engin.3000 PSI al 2s days SEPTIC EXISTING
2 All poured concrete to nave a maa',um slump o14'
3 All garde to have 3•to s'slump 20/ HOME
4 This design Is provided lot the'named Road.only Design
5 nol applcade to other locations or r.ndhons `
csi
Li-
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k �Ihilirr Jst
Concrete Peek rr. C.N N
ers , @ o
BVT>
NtnT5an Cont. NOTE.Provide Specified Reinforcing
atakimmer Relxateabove or Note: a i�C
below as required. ..- >IM
FENCE NEW POOL O J>o
1 Swimming Pool has a powered safety cover PER CODE O�0
which complies with ASTMF 1346 91 standard C) 1 0 E
'A'Bars use schedule/ performance spedllcaeons and mgtllremeds .O @M f0
cm
2.Where a wen d a dwelling genes as pan of a O r H
the barn«one of the following conditions most be 2
3 al 12.0 c TYP DRAIN FIELD Date-04701/16
et.The pod shall be equipped with a powered
3•Clear safety cover in compliance with ASTM F134fi« Drawn by.JLH
' Typical 1, Sea Sc... , other means of proled:on,such as sell-closing r
doors with seldalchmg dev Ices latches shall be Scale:as shown
50'glasted 92'-54'above gr... e
e. lti
3 Grading and compaction
n of all III areas by a Revisions:
'1'(see schednlel `` \OTE:hold all revile.g 3"clear others.
of I ace of con.;iYteralN3 at 12"on 4 ..—
center
each way 632.
',r,,,',:::::7,9,.,.,n� SJ PROPOil,
III NF
Page:
Typical Wall Section-Top of Pool at Grade Plot Plan
-- - Scale:Noll to ScaleScale.I..TV 1 of I
1'
T
Specifications:
EXCAVATION-The subgrade of the swimming pool is to be cornpaGoa to a density of not less than 95%T-9S 01 relative
stly Any son or unstable subgradn6
e maleaare to be removed end backfaeaco
ed t crested roc*and compacted
to
oe required denary
REINFORCED STEEL-Standard deformed bars ints ermediale grade,free of rust and aro,to be properly poseroned and tied in Coping
place lath staggered sauces lap 40 bar dianetorsSee rornforcing schedule. Mastic Joint S.Ceramic Mastic Joint
Sump She Determined By: 2%SloP Tie Water Level 2%Slope
GUNITE-Minimum wall thickness 5':through cover-6-t amrx 7 sack,ultimate strength 3,000 PSI at 28 days win Drain Outlet _
pe F
(t SxPope Dov Grath Frame She •ool Floor —
BONDING-Pool l,elures,prong systems.rernlacrng steel conduit.and other appurtenances to the pool shall be Careed and 1111,1111 /111
canlpm to all provrswns as set forth hn Vie Nalnrul Electron C.ART 680 Swrmmmg Poolslar 1982 N B F U No 70 By
Owner —.—JI
GROUND FAULT INTERRUPTER-A ground fault interrupter shall be proivded on all branch circuits invdeed in lighting or11�11� ��8�recDtade outlets rn acr:oreance wifn Me Naeonal Elecbic Cade Ry Owner. I,.4]I:=,lli ,*h. ;1i'Il�lliiiiiiii R f
AM electrkal work rot lo be performed by a licensed electrical contractor and is not tris responsdlry of the Pod Contractor All II =.111
electrical work is to be insttaed as per state end local codes.By Owner. IpAtigt, e..t:1 Sucl on Line Per Rpng Plan Of
PIPING-Al dpmg shall be PVC sdhetlue00 and isro be NES approved reef Valve
/_a4E—i �' A 2-Hydro-Static
el ofde 7'�'`wfJ��'' 24'x21'Grave sump RerelVao-
IIEATINGSYSTEM Heating systems to be eglupped with one high temperature ASME relief valve at 50 psi dumbed to within 1 Per BMMof �I n��� Run 8'x 8'dans to
water i • al,wet spots Fel �W
6'of the Boor. �'S�.-
w 374'gravel wanted •
OTHER WORK BY OWNER-Fresh warn supply to cempmenl room wM pope,bac*-flow Prevention dew.rn place in filter look 12' 15' 25'
ground-lauit interrupters.venting for healers.sewer line or arainage for 0ec*wash.fencing,decking
DECKING-Tobe concrete weh nen slip Wee sloping minus 2%from coping to drains.By Owner.
WATER REMOVAL the pools designed to have wafer In It at all times Removal of water for pool repair or cleaning shall Longitudinal Pool Section
occur when the ground water lade is below the bottom of Me pool Hydrostatic Relief Valve — Scare:3l16'-,.
0
SIGNS.Slate heart,egns are to be posted al Me entrance ohne pool Scale.1 tar=t'
REGUL AT IONS-Operating Instruclrons ere to be furnished to the Owner by the Pod Contractor,and he Owner must follow all O-6 Lo
City,County,and State codes and laws governing Me use end opereoon of the pool. a-cc O
N CB)r
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1 £�
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3 T
5,lnW 0.
THICKNESS AND REINFORCING SCHEDULE -a c tai E c
U
D CO.Y
ASTM A 615 GRADE 40 ASTM A 615 GRADE 60rRr APR 1 1 ?016 -,5-a, a,,
A'BARS 13'BARS Ha Bata 'A'BARS '8'BARS 1-10012 BARS T Min a Z r U l
0 TO 2'-0' 83 AT 1'-0' e01'0'0 C $13 Al t'-0' - 3@1'0O.C. 6--
z.1.TO T-0. e3 AT 1.e.' 93 A 1 1'.0 13@10.0 C P3 Al 1.0' 3@i'0'O C 0
31'1040' 01011'0 ea AT 1'-0' e3@I'O.0 e3 AT 1'0' e3 Al 1'0' 3elo'O.C- r- p iy/ 15-'i"0 { 1
'-1'TD 5'o' e3 AT 1'-p e4 AT 1'0' Y3e9.00 e3 AT 1'-0' el AT 1'0' #3@9'OC 8' L.
A^. 0:57 1 i(511 not..11 e
Rd-TO 6'-0- IM AT 1'-0' KAT i'-0' i3e8'OC N3 AT 1'0' p3 AT 1'-0' a3e8'OC B1/2' j iii i ! _
..r
i. 111)1I141 1th
General Notes:
I Warman concrete strangle 3000PS I at 26day5 SEPTIC EXISTING
y HOME
2 All pun.°lo concrete to have'slump drum slump of a' .. NEW 8'SPA
4 All Thlsdeignha ro 3.to for thePi'ban.
4 This design is provided for the'narnW poleG'only.Design 1
is awl apdreade to other locations or conditions
W�
N C
Concrete Deck
O ', j O Ln N
ConcreteB Others Q�
L.
ld C en
NOTE.Pro,.Specrled Rehnforcrrg 4a
e3 ears cont. at skimmer Raton.above or I.L.
Note: i.: 7>CC
_ below as require. - NEW POOL
--- " FENCE .2 O
1
I Swimming Pool has a powered safety stayer PER CODE U O
which comdies with ASTMF 1346-91 standard C) 0 ki
.1
A.ears t000 sctreaubl pedomtance spedficalbns de requirements. p U M
z.Where a watt of a dwelling serves es pad of a_0,-~
the hamar one ohne following conditions mriet be
3 a11r GC TYP et.me pod shall be equipped wenapowered DRAIN FIELD Data:04/07/16
3'Clear 1 'R'Ras safety cover n cnrndraRKe with ASTM FI346 01 �0 Dann by.JLH
TYpcat See Schedule other meansof mot...,such as self-closing
�o'w doors wen seli4alcavng advices.latches shalt be O
-,5 s located 42'.54'above ground. Q� Scale:as shown
`o°' 4� Revisions
'T'(see scI eautel NOTE'Hold all reinlordng 3'clear tat 'adin9 and wm0 Inn d all fill arses by OI
yykal 0
at 12'on
Hach way 6`32.5
�_� darer 3.p%pF
piLa008lemloromg Rry4
1'0'Minimum Trorpal NF
Page:
Typical Wall Section-Top of Pool at Grade Plot Plan
Scale:Nol 10 Scala Seale.It-50' I of 1
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