HomeMy WebLinkAbout43 Cove View Drive - Typical Details of Pool Construction 4GENE=RAL NOTES:
:THIS DRAWING SET HAS 9€EN °REPARED TO ;
OBTAN THE REOUiRED BUILDING PERMITS. IT DOES
NOT DELINEATE SCOPES OF WORK AMONG 5.5. LADDER
CONTRACTORS AND OWkNEP,; SUCH LIMITS OF COtJGRETE DECK—: ' ' OR
�--CONCRETE DECK
RE51`ON51BIUTY SHALL Bf DEFINED IN THE 5VAMOUT ,
CON15TR2 ION CONTRACT5. +
• 2 int WT70M1I OF THE POOL BFO LAND ANY BACFFI L) - - — - -
SHALL BE FREE OF: LARGE 51ONE5, ORGAIJIC ' .
`•. fP.OZEN CLODS OF EARTH, RUBBISH. STUMPS, OZ � \� , . / I •
WASTE CONSTRUCTION NIATERIAL5 8' 0" �\ � / I 4' 0
'' 3 ANY GRAVEL BASE MATERIAL L5fD 51ALL mIn . / - i mm
CONSIST. 0.` CLEAN. COARSE SAND, OR BAN( W,4
/
GRAVEL, CONTAINING LI"TI< OR NO FINES, OR OPTIONAL DIVING
ORGANIC MATERJk! AIJD CONTAINING LITTLE TO BOARD I I A
140 COARSE FRAGMENTS GRATER THAN 5A' INCt'E5 A -
'N DIAMETER. THE GRAV:L BA5E MATERIAL SHALL AtI '
5€ PLACED IN SHALLOW LIFT5 MID - -
COMPACTED.
V
14. THE FOLLOWING A55UMPTION5 NAVE BEEN MADE
T , .FOP THE PREPARATION OF'HIS DRAWING:
r:NO 5PECIAL CON51DEWION5 APE REQUIRED TO - — -
ACCOMMODATE HIGH 5EA5ONAL GROUNDWATER ;' \
CONDITIONS_:, \ l
-THE POOL WILL BE INSTALLED ON A LEVEL,
!� •COMPACTED BA5€;
-ANY REQUIRED LAND5CAPING A14'OR RETAIN,NG \
WALL015 NOT PART OF TH15 SCOPE OF WORK.
FROP05fD POOL AREA DOES NGT ENCROACH UPON V__
1'-0" RAD I.
ANY:EASfNENTS, FROPE2TYBOUNDARY LINES, TYPICAL .• 5.5. HANDRAIL
U11LiTlE5, W TLAND• OR 15D5'S.''' ' ' •O OPTIOFJAL
FOOL t5 SERVICED BY PUBLIC WATER AND CONCRETE DECK-�- 8 ; C
b'UNICIPAL SEWER
-NO VAPJANCE5 ARE REQUIRED TO OBTAIN .APPROVAL.
-THE SOIL UPON WHICH THE POOL VAl1 BE
INSTALLED WPOOL AREA PLAN DENOTE5 LIMITS Or-
`- al HAVE A BEARING CAPAC" 1'
EQUAL TO OR GRfA,TER THAN 3.000 LB5.150. FT. SCALE - 114"= 1'-0" SCOPE OF 'JJOP.K
-THE POOL, ONCE FILLED, WILL BE MANTAINED AT 1 9" OPTIONAL. DIVING
JT5 DE51GN WATERLEVEL ELEVATION AT ALI. BOARD WATER LINE
ihAES
-THf FOLLOWING OF PROPER WINTERIZATION
PROCEDJKE5 WILL BE THE Rf5PON51B'UTY _ o
OF THE OWNcR
5. ALL UNDERGROUND PIPING 5HALL BE INSTALLED
]C
' IN TRENCHES W11 ICH ARf RELATIVELY SMOOTH � J WATER LINE
AVD FREE OF ROCKS. "WHERE LEDGE, R=,- — - -
,' HAP.DPAN, OR BMI DER5 ARE ENCOUNTERD. THE
TRENCH BOTTOM SHOULD BE PADDED U5:NG A. LOq E
IA/ATPD 11kic
M!N'IMUTA OF •I' TAMPED EARTH OR 5AIID BENEATH
DIMENSIONAL
CfIART
: 1 •: t..,
A. 5.: a::; :• •:•
G" WATER
SIZE
A
B
C
D
E
F
G
H
J
R
I G' r 32'
I G'
32'
4'-G"
G' -O"
13'-G"
8'-0"
7'-0"
8'-O"
3'-G"
4'-G"
18' x 3G'
18'
3G'
4'-G"
G' -O"
13'-G"
12'-0"
77-0"
8'-0"
3'-G"
5'-G"
20'x 40'
20'
40'
S' O"
7'-6"
13'-b"
14'-O"
9'-O"
8' -LY'
3'-G"
5'-G"
IA/ATPD 11kic
POOL 5ECTION 5-B
SCALE - 114"= 1'_O"
4" CONCRETE DECK
PITCh AW.Y FROA,f POOL
i i .POOL 15 DESIGNED FOR fL00D ZONE LOCATION WHEN
HYDROSTATIC REL' F VALVE AND CO, 2CTOR5 ARE ,
1N5TALLED ON MAIN DRAIN At4D DE51GN 6VATER •> n .e
LEVEL I5 MAINTAINED.'' a
'CONSTRUCTION NOTES:
-
.•�. ' Walrrnr>4,•'. . ELfCfEICAI. CONGUlf - -
I CONCRETE SHALL HAVE A MINIMUM. ro .IurrcnON box
CGMPRE55P2 STRENGTH OF 3,000 PSI AF ER 28 DAtS. n L (P.wtN 36• «;OVE GRAM
ALL REINFORCED CONCRETE CONSTRUCTION 5HAL TYPICAL WALL DETAIL
`-G x G # 10 WIRE OR
FIBERGLA55 ME511
COMPACTED SAND BASE
#3 REINFORCING RODS - 12"C.C.
CONTINUOUS GRID PATTERN
WALLS t FLOOR
GUNITE POOL 5HELL
CONCRETE TO OEVELOP
5TKENGTO OF 3000p5,
IN 26 DAr5
NOTE: TI -115 POOL FACILITY 15 DESIGNED
FOR 501L BEARING CAPACITY OF
3 000 I b 5/50. FT. -M I N I M U M
•+
BE PERFORMED IN ACCOFJ)ANCE WITH THE LATEST • • �` ; .: NOT TO SCALE•
EDITION OF; ACI 318 8 AND DETALEG IN ACCORDANCE
WITH AC1315.
2. ALL REINFORCING STEEL SHALL CONFORM TO
rrrr�+•�• Ar
4STM-615, GRADE GO. WELDED WIFE W56 SHALL
CONFORNI TO A5TM-185 :. , TO PuneP
3. THE CONTRACTOR SHALL 5"ORE OR BRAC` AS REOD. • • SUCTION `H of
AT All 5TAGE5 OF CON5TRJCIION TO EN5UREARrHUR FIL
5,RUOURAL5TA51UTYAT'ALL TIMES pit
A ALL W1R'NG TO BE PERFORMED 0Y A JCENS:D DETAIL at UNDERWATER LIGHT
ELECTRICIAN IN ACCORDANCE WITH ALL c
57ATE AND LOCAL CODES SCALE - I"= 1'-0"
r Yu
5. 9ACK`ILL MATERIAL AS SPECIFIED IN GENERAL NOTE �
?, SHALL BE USED TO FILL A:L VOID SPACES BETWEEN DETAIL at SKIMMER
I
UNIB5T'JRBED EARTH Mb FOOL EXTEROP,.=1 -O" �frrrauntt
i
i
ape .• \.61111.1celi 1 11
POOLS,1nc.
90 New Street
' Rehobbth, Massachusetts
TYPICAL DETAIL5 OF
GUNITE POOL CONSTRUCTION
PREPARED FOR:
ADDRE55:
5CALE: A5 NOTED ORN. 13Y: PLJ15E DATE:
Job No: RevrSron: Draunrtg No: SP l of
M!N'IMUTA OF •I' TAMPED EARTH OR 5AIID BENEATH
_ ;
H
: 1 •: t..,
A. 5.: a::; :• •:•
G" WATER
THEPJ'E.
+' „ ,tw:
LINE TILE
(entire perimeter)
C. All PIPING SHALL BE I bOp q
RATED SOCKET WATLO FITTING5.
ALL _WE5 5 IALL.5f INSTALLED A5 9E_F-DRAINING
1/4" TO 3/8" WHITE
WITH NO DEAD LOOP5. HIGH Poll VENT5 AND LOW
MARCITE FINISH
POINT ORAIN55rAUBEINSTALLED "OFACILITATE
`t ''t"''��'' �'
5TARTUP.AND ANNUAL WWTERIZATION.-
" ° , `
7. ALL UNDERGP,OJND PJPING SHALL EE PUa-5URE TESTED
- — - — - — -
•
(� 1.5 TIM, VIO:NNG PRESSURE PRIOR TO COVER.
r9. SAFE USE OFIN: FACILITY IS DEPEND ENT UPON
C D E
I
.
PROFER SUPERVISION, MAINTENANC"`ANDSTRLCT.
c
CON ORaAAJCE TO 5AFT TY REGUlAT1015 AND =
CON5IDERAAONS BY BOTH OWNER AND U5ER5
B
9, P€RIMETM FENCING, L'GrtTING AND 5ECU21TY
5AFEGUARD5, A5 REQU'RED, WILL EE BY OTHERS.
e
IQ. as R> WIRED, ALL coSTs a550cIATt v✓Im ANY
LONGITUDINAL POOL 5ECTION A -A
3tA5TING OR REMOVAL OF IMPERIOUS EXCAVATED
MATERIAL5 ARE NOT INCLUDED IN THE SCOPE `
SCALE - 114 -0"
OF TH151N5TAUATION. '
e
POOL 5ECTION 5-B
SCALE - 114"= 1'_O"
4" CONCRETE DECK
PITCh AW.Y FROA,f POOL
i i .POOL 15 DESIGNED FOR fL00D ZONE LOCATION WHEN
HYDROSTATIC REL' F VALVE AND CO, 2CTOR5 ARE ,
1N5TALLED ON MAIN DRAIN At4D DE51GN 6VATER •> n .e
LEVEL I5 MAINTAINED.'' a
'CONSTRUCTION NOTES:
-
.•�. ' Walrrnr>4,•'. . ELfCfEICAI. CONGUlf - -
I CONCRETE SHALL HAVE A MINIMUM. ro .IurrcnON box
CGMPRE55P2 STRENGTH OF 3,000 PSI AF ER 28 DAtS. n L (P.wtN 36• «;OVE GRAM
ALL REINFORCED CONCRETE CONSTRUCTION 5HAL TYPICAL WALL DETAIL
`-G x G # 10 WIRE OR
FIBERGLA55 ME511
COMPACTED SAND BASE
#3 REINFORCING RODS - 12"C.C.
CONTINUOUS GRID PATTERN
WALLS t FLOOR
GUNITE POOL 5HELL
CONCRETE TO OEVELOP
5TKENGTO OF 3000p5,
IN 26 DAr5
NOTE: TI -115 POOL FACILITY 15 DESIGNED
FOR 501L BEARING CAPACITY OF
3 000 I b 5/50. FT. -M I N I M U M
•+
BE PERFORMED IN ACCOFJ)ANCE WITH THE LATEST • • �` ; .: NOT TO SCALE•
EDITION OF; ACI 318 8 AND DETALEG IN ACCORDANCE
WITH AC1315.
2. ALL REINFORCING STEEL SHALL CONFORM TO
rrrr�+•�• Ar
4STM-615, GRADE GO. WELDED WIFE W56 SHALL
CONFORNI TO A5TM-185 :. , TO PuneP
3. THE CONTRACTOR SHALL 5"ORE OR BRAC` AS REOD. • • SUCTION `H of
AT All 5TAGE5 OF CON5TRJCIION TO EN5UREARrHUR FIL
5,RUOURAL5TA51UTYAT'ALL TIMES pit
A ALL W1R'NG TO BE PERFORMED 0Y A JCENS:D DETAIL at UNDERWATER LIGHT
ELECTRICIAN IN ACCORDANCE WITH ALL c
57ATE AND LOCAL CODES SCALE - I"= 1'-0"
r Yu
5. 9ACK`ILL MATERIAL AS SPECIFIED IN GENERAL NOTE �
?, SHALL BE USED TO FILL A:L VOID SPACES BETWEEN DETAIL at SKIMMER
I
UNIB5T'JRBED EARTH Mb FOOL EXTEROP,.=1 -O" �frrrauntt
i
i
ape .• \.61111.1celi 1 11
POOLS,1nc.
90 New Street
' Rehobbth, Massachusetts
TYPICAL DETAIL5 OF
GUNITE POOL CONSTRUCTION
PREPARED FOR:
ADDRE55:
5CALE: A5 NOTED ORN. 13Y: PLJ15E DATE:
Job No: RevrSron: Draunrtg No: SP l of