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1. POOL FLOOR TO DE PLACED ON UNDISTURBED NATURAL SOIL.
- IT I.O VE SEAT
IT RAE. L STAINLESS NATURAL ,",OIL SHALL DE A WELL. DRAINING CRANIR.AR TYPE
WITH A MINIMUM ALLOWABLE BEARING CAPACITY = 2GOR PSF
(UPTIONA S7TiEL .
B U FWJDRAIL
2, POOL STRUCTURE DESIGNED IN ACCORDANCE WITH THE AMERICAN
C U + - CONCRETE INSTITUTE (ACI) STANDARD FOR "HUILDINC CODE
C ? - ?RAIN r REQUIREMENTS FOR RETWORCF,D CONCRETE - Lilt
3. POOL SIIOTCPETE TO DEVETf P A MINIMUM COMNHh:551VE
( '
' ,
,
?
'U?? STRENGTH OP 4000 P81 4 2H HAYS_
HYI11f09
I
I
IO
BELIEF FLOG
4.
ALL STEEL REINFORCING 5MA1.1. DR OFE'ORMF.D EARS COM
PI,yiNG
A A UUT
E STEPS
I _
WITH AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
-NIi1MM):t INSIDE. S'I'E'HS g
Lp
(OPTIONAL) SPECI4'ICATlONS h615-40 ! IdP BAHS A MINIMUM UF' IS INCHES.
5. THESE CONSTRUCTION DOCUMENTS. ARE STANDAEDS AND APPLY
?- TD ALL POOL SHAPES
6. POOL SHF,LL CONSTRUCTION SHALL HE IN CONFORMANCE WITH
PLAN
ALL APPLICADLE ANOI/NSPI POOL. SL'ANDAHDS.
6'-0" BOARD --
1/G METER S'IANU
2b" MAX, ABOVE
WATk1I1 LEVEL
STAINLESS
51-0 14'-3" VARIES q _U STEEL
HANDRAIL
HOW PT_A } bECE TO SIOPF
ply `? lI 1/4, 1.z.
- WATER lzlu' .r?
i ?(TS}sQS'
s G / _;? c 1a2" /'L" HISNHS 11
.) (4) 12" TREADS
1(111
RADIOS
PT. PT F. PT M.
N A D [ It
SECTION C-C
ANSI/NSPI-5 1995
FT.
F,
POOL MAX. DIVING MAI( UH:IGH'I' MINIMUM LEFTEIS MINIMUM WIDTHS MINIMUM LENGTl6
DOARD LENUTII OVER WATIM AT POINT AT PMNT HE'1'WERN POINTS
0
1
A
;
A
?H
I
? ,A AD DG CO DE 1,R
1 U' DE/ll' is 2 6'
O" 7'-0" D' 2D-
5" iD
D" IP
O' 1ti
-6' H'
C' 1-19 " tl'-0" i'-H Iv4plE4 g'-0" 2H'-9
CERTIFIF:U
U.
PA 1.IfF.Y`:F. MNO F. pILLCY, P,E.
N0. 03U955-B
BLUE HAVEN P?JLS
STANDARD TYPE I
DATE: 'd/4/00
SHEET I UP 3
G-?4 k)?
-F
?.,f1F:
0 f,?'
32'x4' EXPANSION MAT'L
BY DECK CDNTRACI'OR'
DECK EY OTRERS?
(4)
IN
P3 0 IL' E.W.
IN WALL
ADD 'L E3 0 12' x 10'-0" IG.
EXTENDING Tu3 uvt;u CURVE
UPWARD 1Nrn WAIL
CONDUIT M
I ACHT
NICOL
NICHE '
PI..AN SECTION
LIGHT NICHE DETAIL
1N r
PLAN SECTION
SKIMMED DETAIL
RETURN
INLET
4--"F
SIDE VIEW
PLART
LADDER DETAIL
• i T'
eem?i ??yy
V°. ?wIGOP ?ID
L'CRII ?Y
scalrT Uluuy. pp.
0 CA LICENSE N0, 0304'6-E
BLUE HAVEN PALS
STANDARD DETAILS
DATE: 6/29/99
SHEET 2 UIT 3
RAND FROSCPROOF 6, 13MD COPING
COPWC
f 12"x4. ESANSION MATERLAL
E
TL FROETPRODF BY DECS CONTRACTOR
T
?n T[LF. DECK BY OTHERS
2
W ATh'R io v ` WATER ?- (4) #4 CONTIN.
S
LEVEL N DOND BEAM
LEVEL - " (TYF.)
? R
RADIUS
N
S
l
"- f?3 ® €P" E.W.
(TYP. U.N.O.)
4!s SECTION B-B
sy
seaLLOW END
/1 FL 12 E.W.
:. i IN FLOOR
MUTC11ECN PWTF.
cap)
GROVEL OR ED STONE _b
?I BED TINDER ENTIRE POOl_ \
_t LODR F'OR WATER WATER CONTROL `STAINLESS
(UFLY WIIEN PEQ'D) STEAL
NOTE. REINF. & WALL THICKNESS APPLIFF TO PAIL SOCKET NANllfthlL
POOIS UP TO N'-Ili DEEP ONLY
SECTION A-A
PEEP ZED DECK MOUNTED HANDRAIL
L_0
UAIP SKIMMER
BODY
IET.
z
m
DOUBLE
DMIN
SPILLWAY
CROUNAING LUG &
GROUNBLNC WERE
n n
BOLL, w{ I.OCAING
WEVC.E
DECK MOUNTED STAIR/SPA
RAIL SOCKET DETAIL
PLAN
v 1C, Y.W.
I
ACTION
LOVE SEAT DETAIL
'vim
cENTIF1FO v:
U. ScPR uju F), Y.Y.
PA LIUNNI, Nu. ?BN4DO-E
BLUE HAVEN PALS
STANDARD nFTAIT.S
'?4 ??79
DATE
SE-MET 0 O :I
PLAN
SECTION
SPA DE'T'AIL