HomeMy WebLinkAbout43 Cove View Drive - Typical Details of Pool Construction 2•
GENERAL NOTES:
1. THIS DRAWING 5ET HA5 5EEN'RfPARED TO
OBTAIN THE REQUIRED BUILDING PERMIT5. IT DOES
NOT DELINEATE SCOPES OF WORK AMONG _� T 5.5.OLDDER 8
�-CONCRETE DECK
COLITRACTORS AND OWNEP,; 5UCH LIMITS OF —'--CONCRETE DECK- 'F.
RESPOt1518111TY 5HALL BE DEFINED INTHE SWIMOUT ,
CON'TRUC'ION CONTRACTS
,I..TCn I,\.l
RATED 5OCKET WELD FITfING5: ,x t 114" TO 3/8" WHITE
ALL INE5 5!ALL 3E IN5TALLED A5 5E_F-DPAINIHG ' MARCH E FINISH
WITH NO DEAD LOOP5. HIGH POINT VEN'5 AVD LOW w '...... ""
POINT DRAJN55PAUL BE I115TAILEO TO FACALITATE
51ARTUP AND ANNUAL VANTERIZATION.
7. !dl UNCERGROUND P)PING SHAH EE PR°55URE TESTED —�
(ry I.5 TIMES VrORrING PRESSURE PRIOR TO COVER,'
8. SAFE USE OF IdEr FACILITY IS DEPENDENT UPON C D E F L
PROPER 5UPERV15I0N, MAJNTENANC!, AID 5TR1CT i 9�'iFS
CON`ORMANCE TO SAFETY REGULATIONS AND
CON50ERATIOt15 BY BOTH CAVNER AND U5EP5 B
g. PERIMETER FENCIIJG, I!GHTING ACID 5ECU21TY
5AFEGUARD5: A5 RfQU:RED, WILL BE BY OTHERS.
10. A° REQUIRED, ALL C05T5 A55OCIATED WITH NrYLONGITUDINAL POOL SECTION A -A I '
BLASTING OR REMOVAL OF IMPEROU5 EXCAVATED I
MATERIALS ARE NOT INCLUDED IN THE SCOPE SCALE - 114"= -I' -O"
Of TH15 INSTALLATION.
t t . FOOL IS DESIGNED fOR FLO%D ZONE DATION WHEN , '
HYDR05TATIC RPL';F VALVES AND CO:i f °
CTOR5 ARE I
Ri5TALLED ON MAIN M,4 ANO DESIGN 9VATER •° •. °
LEVEL 15 MAINTAINED,
`CONSTRUCTION NOTES. • . .: .
POOL SECTION 5-5
SCALE - 114"= I' -O"
4" CONCRETE DECK
PITCH AWAY FROM POOL -
A d „ d
-GxG#IOWIREOR
FIBERGLASS MESH
\_G" COMPACTED SAND BA5E
#3 REINFORCING RODS - 12"C.C.
CONTIN0005 GRID PATTERN
WALLS t FLOOR
GUNITE POOL SHELL
CONCRETE TO DEVELOP
5T9fNGTr1 OF 3000p5i
IN 28 DAY5
NOTE: THI5 POOL FACILITY 15 DESIGNED
FOR 501L BEARING CAPACITY OF
3000 Ib5/5a FT. •M I NI M U M
ELECTRICALCONVUll
I. CONCRETE 5tiALL HAVE A MINIMUM• r0 .iUIICTION DM
COMPRE551VE STRENGTH OF 3,000 P51 AF -ER 2S DAT5. r (VfN 36 ryov[ GRADE) TYPICAL WALL DETAIL
ALL REINFORCED CONCRETE CONSTRUCTION 51ff ; .' .::. N V : .
NOT TO SCALE
BE PERFORMED IN ACCORDANCE WITH THE LATE57
EDITION OF,ACI 315 AND DETAILED IN ACCORDANCE
W,TH ACI 315. ;
- 2. All REINFORCING STEEL 5HALL CONFMP TO .
A5TM•61.5, vRADE GO.WLDED WIRE ME5H'HALL
C�tiFURNfi0A5TM-185. TO PUMP � tTUUgp
3: THE CONTRACTOR 5HALL SHORE OR BRAC` AS RFQD + • . . ,. _. 5UCTION �`tiH pf ` r�i�����'' ry ' ARTHUR RCRlrP8,JR.
AT ALL 5TAGE5 OF CON5TRJCTION TO D5URE • ARTHM� `pal P_ `
57RUCTIRAL5TA5!UTYATALLTIME5.
A: ALL W1R'NG'0 BE PERFORMED BY A JCEN5ED
DETAIL at UNDERWATER LIGHT ,,,� _
EILCTRJCIAN IN ACCORDANCE WITH ALL
5 -AE AND LOCAL CODE5. SCALE,;. I"= ('-O"
5 5ACK71LL MATERIAL AS 5PECIFIM N GENERAL NOTE � �'` tsrEAED
42,5HALL BE USED TO Flll AIL VOID SPACES BETWEEN DETAIL a t 5KI MMPR ����i4 � � ���` Pf Eta GNMR
UNIJfSTUR.BED EARTH MD POOL EXTEROR. SCALE t "_ I' -O"
CUSTOM GUNITE POOLS, Inc.
90 New Street
Rehoboth, Massachusetts
TYPICAL DFTAIL5 OF
GUNITE POOL CONSTRUCTION f
PREPARED FOR: f
ADDRE55: "
5CALE; A5 NOTE JORN. 8Y::gU15E DATE: .
J sb No: RevtS?on: I)rawmg No: 5P I of I
DIMf=N51ONAL
CHART
51ZE
A
B
C
D
E
I F I
G I
H I
J
K
I G' x 32'
f0
32'
I 4'-G"
G' -O"
13'-G'1
8'-0"
7'-0"
8'-0"
3'-G"
4'-G"
18' x 3G'
18'
3G'
4'-G"
G' -U"
! 3'-G"
12'-O
7' 0"
8'-O"
3'-G"
5'-G"
20'x 40'
20'
40'
5'-0"
7'-6"
1 3'-G
1 4'-U"
5'-U"
8'-U"
5'-G"
,I..TCn I,\.l
RATED 5OCKET WELD FITfING5: ,x t 114" TO 3/8" WHITE
ALL INE5 5!ALL 3E IN5TALLED A5 5E_F-DPAINIHG ' MARCH E FINISH
WITH NO DEAD LOOP5. HIGH POINT VEN'5 AVD LOW w '...... ""
POINT DRAJN55PAUL BE I115TAILEO TO FACALITATE
51ARTUP AND ANNUAL VANTERIZATION.
7. !dl UNCERGROUND P)PING SHAH EE PR°55URE TESTED —�
(ry I.5 TIMES VrORrING PRESSURE PRIOR TO COVER,'
8. SAFE USE OF IdEr FACILITY IS DEPENDENT UPON C D E F L
PROPER 5UPERV15I0N, MAJNTENANC!, AID 5TR1CT i 9�'iFS
CON`ORMANCE TO SAFETY REGULATIONS AND
CON50ERATIOt15 BY BOTH CAVNER AND U5EP5 B
g. PERIMETER FENCIIJG, I!GHTING ACID 5ECU21TY
5AFEGUARD5: A5 RfQU:RED, WILL BE BY OTHERS.
10. A° REQUIRED, ALL C05T5 A55OCIATED WITH NrYLONGITUDINAL POOL SECTION A -A I '
BLASTING OR REMOVAL OF IMPEROU5 EXCAVATED I
MATERIALS ARE NOT INCLUDED IN THE SCOPE SCALE - 114"= -I' -O"
Of TH15 INSTALLATION.
t t . FOOL IS DESIGNED fOR FLO%D ZONE DATION WHEN , '
HYDR05TATIC RPL';F VALVES AND CO:i f °
CTOR5 ARE I
Ri5TALLED ON MAIN M,4 ANO DESIGN 9VATER •° •. °
LEVEL 15 MAINTAINED,
`CONSTRUCTION NOTES. • . .: .
POOL SECTION 5-5
SCALE - 114"= I' -O"
4" CONCRETE DECK
PITCH AWAY FROM POOL -
A d „ d
-GxG#IOWIREOR
FIBERGLASS MESH
\_G" COMPACTED SAND BA5E
#3 REINFORCING RODS - 12"C.C.
CONTIN0005 GRID PATTERN
WALLS t FLOOR
GUNITE POOL SHELL
CONCRETE TO DEVELOP
5T9fNGTr1 OF 3000p5i
IN 28 DAY5
NOTE: THI5 POOL FACILITY 15 DESIGNED
FOR 501L BEARING CAPACITY OF
3000 Ib5/5a FT. •M I NI M U M
ELECTRICALCONVUll
I. CONCRETE 5tiALL HAVE A MINIMUM• r0 .iUIICTION DM
COMPRE551VE STRENGTH OF 3,000 P51 AF -ER 2S DAT5. r (VfN 36 ryov[ GRADE) TYPICAL WALL DETAIL
ALL REINFORCED CONCRETE CONSTRUCTION 51ff ; .' .::. N V : .
NOT TO SCALE
BE PERFORMED IN ACCORDANCE WITH THE LATE57
EDITION OF,ACI 315 AND DETAILED IN ACCORDANCE
W,TH ACI 315. ;
- 2. All REINFORCING STEEL 5HALL CONFMP TO .
A5TM•61.5, vRADE GO.WLDED WIRE ME5H'HALL
C�tiFURNfi0A5TM-185. TO PUMP � tTUUgp
3: THE CONTRACTOR 5HALL SHORE OR BRAC` AS RFQD + • . . ,. _. 5UCTION �`tiH pf ` r�i�����'' ry ' ARTHUR RCRlrP8,JR.
AT ALL 5TAGE5 OF CON5TRJCTION TO D5URE • ARTHM� `pal P_ `
57RUCTIRAL5TA5!UTYATALLTIME5.
A: ALL W1R'NG'0 BE PERFORMED BY A JCEN5ED
DETAIL at UNDERWATER LIGHT ,,,� _
EILCTRJCIAN IN ACCORDANCE WITH ALL
5 -AE AND LOCAL CODE5. SCALE,;. I"= ('-O"
5 5ACK71LL MATERIAL AS 5PECIFIM N GENERAL NOTE � �'` tsrEAED
42,5HALL BE USED TO Flll AIL VOID SPACES BETWEEN DETAIL a t 5KI MMPR ����i4 � � ���` Pf Eta GNMR
UNIJfSTUR.BED EARTH MD POOL EXTEROR. SCALE t "_ I' -O"
CUSTOM GUNITE POOLS, Inc.
90 New Street
Rehoboth, Massachusetts
TYPICAL DFTAIL5 OF
GUNITE POOL CONSTRUCTION f
PREPARED FOR: f
ADDRE55: "
5CALE; A5 NOTE JORN. 8Y::gU15E DATE: .
J sb No: RevtS?on: I)rawmg No: 5P I of I
.�2. int BOTTOM OF THE POOL BED INTU NJY BACF: I,.a
•
ow
- -' - -
•' � '
SHALL BE FREE OF: LARGE 5'ONE5, ORGANIC
�
FROZEN CLODS OF EARTH, RUBBISH. 5TUMP5, OR
`
`�
'
`
WASTE CON5TRUCTION MATERIALS
4'-O"
3: ANY GRAVEL 5A5E NIATERIALI5ED 58ALL
min
_ / �'
/
'
mm
CONSIST 0.` CLEAN. COARSE SAND, OR BNTC RUN
GRAVEL, CONTAINING UT.w OR NO FiNE5, OR
OPTIONAL DIVING
•
ORGANIC MATERI4 AtJD CONTAINING LITTLE i0
BOARD '- A
NO COARSE FRAGMENTS GRATER THAN 51X WCff:
% DIAMETER THE GRAVEL BA5E MATtRIAL SHALL
3E PLACED IN SHALLOW LIFTS AJID
�'
t
COMPACTED.
i
4. THE FOLLOWING A55UMFT1ON5 1AVE BEEN MADE
FOR THE PREPARATION Of TH15 DRAWING:•NO
SPECIAL CON5IDERAT015 ARE REQUIRED TOACCOMMODATE
HIGH SEA50NAL GRGIJND'rVATERCONDITIONS.-THE
4wkinvtol
POOL W1LL BE INSTALLED ON A LEVEL,COMPACTED
BA5E:
-ANY REQUIRED LAND5CAPING ANDIOR RETAINING
WALU5)I5 NOT PART OF THIS SCOPE OFWORK.PROP05°D
POOL AREA DOES :NOT ENCROACH UPON
I'-0" RADANY.,
EASEMENTS; FROPERTY BOUNDARY UNE5,
TYPICAL:•
'
..
UTILiTlES,WETIAND:ORI5D5s.'
OPTIONAL
=FOOL 6 SERVICED BY PUBLIC WATER AND
- CONCRETE DECK
'WUNICIPAL 5EP/ER
Ir
NO VAFJAJICf 5 APF REQUIRED TO OB(AIN .k?PFQVAL
THE 5011 UPON WHICH THE POOL WILL BF
"
POOL
AREA PLAN
DENOTES LIMITS OF
IN5TAUfD WILL HAVE A BEARING CAPACfTY'
SCALE - 114"= 1'-0"
SCOPE OF JJORY
EQUAL TO OR GREATER THAN 3.000 LBS.fSQ FT.
-THE POOL, ONCE FILLED, WILL BE MA'N`rAINf D. AT
8« OPTIONAL. DIVING
IT5 DE51GN WATER LEVEL ELEVATION AT ALL
BOARD
WATER LINE
TIMES
-THE FOLLOWING Of PROPER WINTERIZATION
PROCEDJRE5 WILL BE THE RE51`01,1515'UTY
o
N
a
OF THE OWNcR. '':
5. ALL UNDERGROUND PHPING 5HALL F,E IN5TALLED '
FIN
TRENCHE5 W111CH ARE RELATIVELY 5MOOTH
J
WATER L:NE
ry
A'1D FREE OF ROCKS. WHERE LEDGE, ROC(
.,
HARDPAN. OR BOULOM APE ENCOUNTERED, THE-
' TRENCH BOTTOM SHOULD BE PADDED U5!NG A
ip
E
H
: a
1 :
/
MWIMUM OF A' TAMPED EARTH OR 5NID BENEATH
_ . ;
}��:�
' � :�1 :A
G' WATER LINE TILE
THE PIPE.
+'"
(entire perimeter)
G. ALL PIPING SMALL BE I GOpq
,I..TCn I,\.l
RATED 5OCKET WELD FITfING5: ,x t 114" TO 3/8" WHITE
ALL INE5 5!ALL 3E IN5TALLED A5 5E_F-DPAINIHG ' MARCH E FINISH
WITH NO DEAD LOOP5. HIGH POINT VEN'5 AVD LOW w '...... ""
POINT DRAJN55PAUL BE I115TAILEO TO FACALITATE
51ARTUP AND ANNUAL VANTERIZATION.
7. !dl UNCERGROUND P)PING SHAH EE PR°55URE TESTED —�
(ry I.5 TIMES VrORrING PRESSURE PRIOR TO COVER,'
8. SAFE USE OF IdEr FACILITY IS DEPENDENT UPON C D E F L
PROPER 5UPERV15I0N, MAJNTENANC!, AID 5TR1CT i 9�'iFS
CON`ORMANCE TO SAFETY REGULATIONS AND
CON50ERATIOt15 BY BOTH CAVNER AND U5EP5 B
g. PERIMETER FENCIIJG, I!GHTING ACID 5ECU21TY
5AFEGUARD5: A5 RfQU:RED, WILL BE BY OTHERS.
10. A° REQUIRED, ALL C05T5 A55OCIATED WITH NrYLONGITUDINAL POOL SECTION A -A I '
BLASTING OR REMOVAL OF IMPEROU5 EXCAVATED I
MATERIALS ARE NOT INCLUDED IN THE SCOPE SCALE - 114"= -I' -O"
Of TH15 INSTALLATION.
t t . FOOL IS DESIGNED fOR FLO%D ZONE DATION WHEN , '
HYDR05TATIC RPL';F VALVES AND CO:i f °
CTOR5 ARE I
Ri5TALLED ON MAIN M,4 ANO DESIGN 9VATER •° •. °
LEVEL 15 MAINTAINED,
`CONSTRUCTION NOTES. • . .: .
POOL SECTION 5-5
SCALE - 114"= I' -O"
4" CONCRETE DECK
PITCH AWAY FROM POOL -
A d „ d
-GxG#IOWIREOR
FIBERGLASS MESH
\_G" COMPACTED SAND BA5E
#3 REINFORCING RODS - 12"C.C.
CONTIN0005 GRID PATTERN
WALLS t FLOOR
GUNITE POOL SHELL
CONCRETE TO DEVELOP
5T9fNGTr1 OF 3000p5i
IN 28 DAY5
NOTE: THI5 POOL FACILITY 15 DESIGNED
FOR 501L BEARING CAPACITY OF
3000 Ib5/5a FT. •M I NI M U M
ELECTRICALCONVUll
I. CONCRETE 5tiALL HAVE A MINIMUM• r0 .iUIICTION DM
COMPRE551VE STRENGTH OF 3,000 P51 AF -ER 2S DAT5. r (VfN 36 ryov[ GRADE) TYPICAL WALL DETAIL
ALL REINFORCED CONCRETE CONSTRUCTION 51ff ; .' .::. N V : .
NOT TO SCALE
BE PERFORMED IN ACCORDANCE WITH THE LATE57
EDITION OF,ACI 315 AND DETAILED IN ACCORDANCE
W,TH ACI 315. ;
- 2. All REINFORCING STEEL 5HALL CONFMP TO .
A5TM•61.5, vRADE GO.WLDED WIRE ME5H'HALL
C�tiFURNfi0A5TM-185. TO PUMP � tTUUgp
3: THE CONTRACTOR 5HALL SHORE OR BRAC` AS RFQD + • . . ,. _. 5UCTION �`tiH pf ` r�i�����'' ry ' ARTHUR RCRlrP8,JR.
AT ALL 5TAGE5 OF CON5TRJCTION TO D5URE • ARTHM� `pal P_ `
57RUCTIRAL5TA5!UTYATALLTIME5.
A: ALL W1R'NG'0 BE PERFORMED BY A JCEN5ED
DETAIL at UNDERWATER LIGHT ,,,� _
EILCTRJCIAN IN ACCORDANCE WITH ALL
5 -AE AND LOCAL CODE5. SCALE,;. I"= ('-O"
5 5ACK71LL MATERIAL AS 5PECIFIM N GENERAL NOTE � �'` tsrEAED
42,5HALL BE USED TO Flll AIL VOID SPACES BETWEEN DETAIL a t 5KI MMPR ����i4 � � ���` Pf Eta GNMR
UNIJfSTUR.BED EARTH MD POOL EXTEROR. SCALE t "_ I' -O"
CUSTOM GUNITE POOLS, Inc.
90 New Street
Rehoboth, Massachusetts
TYPICAL DFTAIL5 OF
GUNITE POOL CONSTRUCTION f
PREPARED FOR: f
ADDRE55: "
5CALE; A5 NOTE JORN. 8Y::gU15E DATE: .
J sb No: RevtS?on: I)rawmg No: 5P I of I