HomeMy WebLinkAbout43 Cove View Drive - Typical Details of Pool Construction 3GENERAL NOTES: "
1. TH15 DRAWING SET HAS SEEN 'R°PARED TO
OBTAIN THE REQUIRED BUILDING PERMITS. IT DOES
HOT DELINEATE SCOPES OF WORK AMONG 5.5. LADDER O =
COtiTRt,GTORSANDOWNER; SUCH LIMITS OF �-CONCRETE DECK--: ' ORB E �-CONCRETE DECK
RE5PONSIBILITY SHALL BE DEFINED IN THE 5WIMOUT
COtd5TRUC'ION CONTRAC15.
DIMEN51ONAL
CHART
SIZE
A
B
C
D
E
F I
G
I H
J
K
I G' x 32'
1 G'
32'4'-G"
5'-0"
7'-0"
8'-0"
3'-G"
18' x 3G'
18'
3G'
4'-G"
G' -O'
1 3'-G"
1 2'-O"
7'-O"
8'-O"
3'-G"
5'-G"
20'x 40'
20'
40'
5'-O"
-_G,,
11 3'•G"
11 4'-O"
9'-0"1
870"
1 3'-G"
I 5'-G"
COtd5TRUC'ION CONTRAC15.
2. THE BOTTOM OF THE POOL BED LAND ANY 5ACF. fa)-
LARGE 5`01,1E5, ORGAIIIC
5HALL 5E FREE OF;
FROZEN CLODS OF EARTH, P.UBBI5H, STUMPS, O?
VIA5TE CONSTRUCTION MATERIAL5
8'-O"
/ �
min
3. ANY GRAVEL EASE VATERIAL USED 51ALL
mm
-
i
'i''
- -
CON515T Q.` CLEAN; COARSE SAND, OR BAN! RUN
GRAVEL; CONTANING LITT10 OR NO FiNE5, OR
OPTIONAL DIVING
—
ORGANIC MATERIAL; AND CONTAINING LITTLE TO
BOARD A
No COARSE FP.AGMENT5 GREATER THAN 51,Y IN'CCE
'N DIAMETER. THE GRA\FL BASE MATERIAL SHALL
9: PLACED IN°HALLOW UFT5 AIID
••
COMPACTED, :;
I
i
r
14. THE FOLLOMNG A55UMPTION5 �AVE BEEN MADE
FOR THE PREPARATION OF' I15 DRAWING:
'
1
— - -
-N0 SPECIAL CON5IDERATIONS ARE REQUIRED TO-
i
ACCOMMODATE HIGH 5LA50NAL GROUNDWATER
CONDITIONS-
-THE POOL MLL BE INSTALLED ON A LEVEL,
-THE
COMPACTED BASE:
\
1
ANY REOUIPED LANDSICAFING ANDIOR RETAINING
'
WAU-015 NOT PART OF TH15 SCOPE OF'vVOPK.
K
-FROP05ED POOL AREA DOES NOT ENCROACH UPON
1 '-O" RAD
; ;ANY-.EA5E1VE,4T5, FROP0Y BOUNDARY UNE5.
TI PICAL I.
5.5. 5 HANDRAIL
bTILiTIES; WETIAND. OR 15D5s.
01 B
OPTIONAL
'f
FOOL 6 SERVICED BY.PUBLIC WATER AND
-CONCRETE DECK--,,
T-UNICIPAL SEWER
NO VARIANCES ARE REQUIRED TO OBTAIN APPROVAL.
-THE 501L UPON W11CH THE POOL V11U. BE
POOL
AREA PLAN
DENOTE5 LIMITS OF
INSTALLED VRLL HAVE A BEARING CAPACITY
SCALE - 114"= I '-O"
SCOPE OF WORK
EQUAL TO OR GREATER THAN 3.00D LB5./5Q. FT.
-THE POOL, ONCE FILLED, V.1LL BE MANIAINED AT
18" OPTIONAL. DIVING
ITS DESIGN WATEP,LEVEL ELEVATION AT ALL
BOARD
WATER LINE
"TIMES ,
•THE FOLLOWING or PROPER W NTER12ATIUN
PROCEDJRES lift BE THE ZSPON5IB'LITY
cv
t
OF THE OWN[R
5. ALL UNDERGROUND PPING SHALL BE INSTALLED
^
`'
A
IN TRENCHES 1t1CH ARE RELATIVELY SMOOTH
:{
J
WATER_L'NE
- -�•�
AND FREE OF ROCKS. WHERE LEDGE, ROC',,
HARDPAN. DR BOULDERS ARE E.4COUNTERED.Thf
O
TRE NCO BOTTOM SHOULD BE PADDED U5:NG A.
^
e
' :
G" WATER LINE TILE
MIn'1MUM Of A' TAMPED EARTH OR SAN) efNEATH
:;
�, :�
I�
(entire perimeter)
THE PI'E
6. ALL PIPING SHALL BE
`"
Y
RATED SOCKET WELD FITTINGS.
"h,
Y ;x+
114" TO 3/6" WHITE
ALL.INE55`IALL 3E 1N5TAL ED A5 5E.r-DPNNING
•.w '
MARCITE FINISH
WITH NO DEAD LOOPS, HIGH POINT VEN'$ AND LOW
' `...
:.+
+. }•..�+.>„
y, .,•;++'
POINT DRAIN5 5f ALL BE INSTALLED `0 FACILITATE
51ARTUP AND ANNUAL VNITMQATION.•
- — - _ - _ -
7. ALL UNDERGROUND PIPING 5HALl Bc PR:55URE TESTED
1 5 TIM" WORKING PRESSURE PRI"R TO COVER
'
6. SAFE USE OF Tit FACILITY 15 GEPENDcNT UPON G D E F I L
PROPER 5UPERV1510N, MAINTENANC" AND STRICT
CON°OPJAANCE TO 5AFE Y REGULATIONS AND `s
` CON5I0ERATIONS BY BOTH LAVER AND USEP5 B I
9, PERIMETER FENCING. i1GHTING AND 5ECU2JTY
5AFEGUARD5.'A5 REOU'RED. WILL BE BY OTHERS. 1
iO: A5 REQUIRED, ALL cosTs ASsocIATEO vnTn arrr LONGITUDINAL POOL 5ECTION A -A
5LA5TING OR UWDVAL OF IMPERIOUS EXCAVATED
MATERJAL5 ARE NOT INCLUDED IN THE SCOPE SCALE - 114"= 1'-O"
Of TH15 INSTALLATION. '`- • e •D
1 I , POOL 15 DESIGNED FOR fLOGD'ONE LOCATION WHEK •
,
HYTHtOSTATIC RFL' .F VALVES AND COL:.FCTORS ARL` �
06TALIPD ON MAIN DRAIN AND DE51GN WATER •a e
UE VEL 15 MAINTAIN:U. ;
lm CONSTRUCTION NOTES:•�' Water nn4 ELECTR1CA CONCU T
L.., T, rI , n,I
POOL SECTION B -B
SCALE - 114"= 1'-0"
4" CONCRETE DECK
F1TCh mv.yF01 FOOL
a
a e e a
4 °• e
` e e GxG#IOWIREOR
FIBERGLASS MESH
° e e 5 G" COMPACTED SAND 13A5E
e
#3 REINFORCING RODS - 12"C,C.
CONTINUOUS GRID PATTERN
e. WALLS t FLOOR
'
Is ;a
e
A
" e
e
e
e
GUNITE POOL SHELL
-D
• a CONCRETE TO DEVELOP
5TRENGTr1 OF 3000p5r
e IN 28 DAYS
NOTE: TH15 POOL FACILITY 15 DESIGNED -
FOR SOIL BEARING CAPACITY OF
3000 Ibs/50, FT. -MINIMUM
1 CONCRETE SHALL HAVE A MINIMUM' • To JUNCno r e x
Cv^MPR 551VE STRENGTH OF 3,000 PSI AF"ER 26 DArS. (IAN 36• `.COVE c PAcc TYPICAL WALL DETAIL
ALL REINFORCfO CONCRETE 5N.A : N '• NOT TO SCALE
BE PERFORMED IN ACCORDANCE WITH THE LATE5i ;
-----
EDITION Of: ACT 318 AND DETAILED IN ACCORDANCE '
WITH ACI 315.. ..
'z: ALL REINFORCING STEEL. SHALL CONFORM TO � CUSTOM GUNlTE POOLS lf1G
45IM-G 15, GRADE 60. WELDED WIRE MESH _HALL '
1 . , • ,, '. TO PUMP , i`A\\1111110//
t .,
tIFUPM TO ASTM 85 5OCTiON ;�`�a or ``�0 � CON✓y���,���'
•3. THE CONTRACTOR SHALL 5HORf OR BRAC` AS ?_FOD. • `
Ai ALL STAC•E5 OF CON5TRJCTION TO EN5U� '"F°TM a a '
57RUG ORAL STABILITY AT ALL TIME5. • l 1 +€+
4. ALL %1R'NG T O BE PERFORMED BY A JCEN5ED
• DETAIL at UNDERWATER LIGHT
E1iCTRJCIAN IN ACCORDANCE WITH ALL
5TATE AND LOCAL CODES: SCALE - ("= I'-0"
5, 3ACKFILL MATERIAL AS SPECIFIED IN GENERAL NOTE '
ez, SHA L BE USED TO PILL Ad VOID SPACES BETNE.N DETAIL at SKIMMER`
•
��+omni
90 New Street
'Rehoboth, Massachusetts
TYPICAL DETAILS OF `'
GUNITE POOL CONSTRUCTION
PREPARED FOR:
ADDRE55: '
UIJU15PJRBEG EARTH. aJD FOOL EkTER,OR. 5CALE: A5 NOTED ORN. F3Y.• PU15E DATE:
SCALE - I "= I '-0 Job No:.,. Revr5,nn: Dra,v ng No: SP I o11