HomeMy WebLinkAbout43 Cove View Drive - Typical Details of Pool ConstructionGENE -RAL NOTE7
1: TH15 DRAWI'IG 5ET 1145 BEEN °P.EPAREC TO
OBTAIN THE REQUIRED BUILDING PERQT5. IT DOES
NOT DELINEATE 5CM5 Of WORK AMONG 5.5. LADDER p c
CONTRACTOR5AND N`4'_P.; 5UCH LIN11115Of CONCRETC DECK-- SWOP IMOUT B -CONCRETE DECK
RE5PON.IBILITY SHALL eE DE, INED IN THE
CON51 RUC-IGN CONTRACT5.' .
2. lH: BOTTOM Of.11-1E POOL BED (AND AtIY OACT. I'LL) -T— - - — - -
SHALL B€ fR€E OF: IAP,G€ ST0NE5, ORGAIIIC 1
fRO2EN GLOD5 Of EARTH, RUBBISH. 5TUMP5, OR
VIA5TE.CGN3TRUGTIOI1 MATfNAL5 8` 0" �\ `s J r / I 41-011
`3' ANY GRAVEL BASE MATERIAL L5ED 51ALL min ` � � m
CONSIST 0.0 CLEAJI. COARSE SAND, OR eAFJK RUN_ w Von I r
GRAVEL, CONTAINING LCTiE OR NO FINE 5. OR OPTIONAL DIVING = 10�g
ORGANIC MATERIAL: AND CONTAINING LITTLE TO DOARD \\T�
NO COARSE PRAGMENT5 GRATER THAN 51X INCrES A ; - ' Z o CCID
I jA�
'N DIAMETER.' THE GRAIFL BA5E PdAT: RIAI 5HALL ' LY oN
X PLACED IN 5HALLOW LIFT5 AlID
`_ ( I r ¢�
COtdPACTEO.. r u. z z
4 WMWM
THE FOLLOWING A55UTAP1ION5 1AVE BEEN MATE ' ' O o 9 IF
IOWN
k FOR ThE PREPARATION OF THIS DRAING: _J,m o K�
NC SPECIAL CONSIDERA,015 AP.E REQUIRED TO - — - - O o z
ACCOMMODATE HIGH 5EA50NAL GROUNDWATER ui
,_ CONDITIONS / F- w
-THE POOL VOLL BE INSTALLED ON A LEVEL, , a ¢ o \
COMPACTED BASE, 01
-ANY REQUIRED LAN05CAPING A16,10P RETAIN'NG \
'WALL(5)15 NOT PART OF TH15 5COPE Of'vVOKK.
•FROPOSED POOL AREA DOE5 NGT ENCROACH UPON I '-0" RAD P/
ANY:EA5€MENT5, FROPEUYBOUNDARY LINES. TYPICAL.. ' S.S. HANDRAIL
•O = ' n
..UTILiTIE5, WETLAND. OR 15055.' - OPTI NAIE
=FOOL 6 5ERVICED BY.PUBLIC WATER AND - CONCRETE DECK-�. B `
'MUNICIPAL SEWER
-NO VAPJANCf3 ARE R€QUIRED TO OBTAIN .4'PRQVIAL..
-THE sols UPON wH;cH THE POOL v tlL a POOL AREA PLAN DENOTE5 LIMIT5 Or-
INSTALLFD VILL HAVE A BEARING CAPACI'Y
EOUAL TO OR GREATER THAN 3.000 LB5150. FT. SCALE - 114 I SCOPE OF `JdORK
-THE POOL, ONCE FILLED, Wlll BE MA'NTAINED AT 18" OPT ZONAL DIVING
JT5 DESIGN VYATEP.L€VEL ELEVATION AT All BOARD NATER LINE
iIb1E5 ,
Jhf FOLLOWING OF PROPER 1A1NTERIZATION
PROCEDURES WIU BE THE R€SPON501ITY o E
OF THE OWIZR
5 ALL UNDERGROUND PrPING SHALL BE IN5TALLED ^I W —
I,e ren i n,e
POOL SECTION B -B
SCALE - 1/4"= 1'-0"
4" CONCRETE DECK
P1 TCM AIVAY FROM POOL,
a • . a a
a a a � .. l a
IN TRENCHES WT11CH ARE RELATIVELY SN"00TH + I WATER LINE ��
AND FREE OF RCCK5: WMERE LEDGE, ROC(, � - — - - — - -
"11ARDPAN, OR BOULDERS ARE ENCOUK r?E(1. Thf Gr t
TRENCIt BOTTOM 5HOUID M PADDED U51NG A Ia • G x G # 10 WIRE OR
MINIMUTA Of 4'rAraP€D EARrn OR SArID eeuEArH H :�� :' G" WATER LINE TILE FIDERGL.A55 MESH {
THE PIPE. • ,,,;;�� ' (entire perimeter) r
" , r M•
C All PIPING SHALL BE 1607�g 't t ..: ` a a • 5" G" COMPACTED SAND BASE
RATED SOCKET WELD FITTINGS.
k 114" TO 3/8" WHITE 1
ALL LINES 51ALL 3E IN5TALLED A5 5E -F .'' #3 REINFORCING RODS - 1 2"C.C.
WITH NO DEAD LOOP5. HIGH POINT VEW5 AND LOW MARCITE FINISH
POmTDRA1N5SfALLB€Itd5TallED"0#ACIUTATE '1 t ' "t'' CONTINUOUS GRID PATTERN
STARTUP AND ANNUAL VANTZR�ZATION. a
WALLS t FLOOR
7.1d1 UNCERGROJND PIPING SHALL eE MaSURE TE5TED
- -- — - — -
�Y 1.5 TIM15 W"JNG PRL55UKE PPJGR TO COVER i a
8 5AFE U5E Of Iff FACILITY 15 DIPEND94T UPON C D E E
PROPER 5UPERV61ON, MAINTENANCE ,' AND 5TRJCi I I �(�j e a
CON`ORMANCE- TO SAFE Y REGULATIOA5 AN)a
CONSIDERATiON5 BY,BOTti CAWTJER AND U5ER5 D •
9.:PERIMETER fENCING, UGHTItIG A1t0 5ECU211Y
a '
SA mARD5; A5 REQUIRED. mu. eE BYOTIlfR3. ' a .° GUMTE POOL SHELL
IO.'A° REQUIRED; ALL CO5T5 A55XIATM WITS 1 ANY a CONCREM TO DEVELOP
LONGITUDINAL POOL SECTION A -A
3LA57ING OR kJ'MOVAL OF IMPERIOUS EKCAVATEDSTRPNvTrI CP 3000p5r
MATERIALS ARE NOT INCLUDED IN THE SCOPE SCALE - 114"=-1 '-0" r a IA! 28 DA15
OF TH15 IN5TAL ATION.
f l POOL 15 DE5IGNED FOR fLOGD ZONE LOCATION AM%
HYDR05TATIC REV F VALVES AND COL ECTOPS AREiD•D a •° a ' � • NOTE: TI -115 POOL FACILITY 15 DESIGNED
RAT
I15TALLED ON MAIN DWI AND DE51GN WATER
If VEL 15 MAINTAINED. FOR 501L SEARING CAPACITY OF
CON5TRUCTION NOTES: I wlfr�m� ELECtRICA.CONCUu 30001bs/50.FT. -MINIMUM
t CONCRETE SHALL HAVE A M'NIMI IM • 10 . UNCTIM MI
COMPRESSIVE STRENGTH OF 3,000 PSI AF -ER 28 9A'15.
I'w 36 rJ ove cR .ce' TYPICAL WALL DETAIL
ALL REINFORCED CONCRETE CCNI5TR.UCTION 5H4L- N
BE PERFORMED IN ACCORDANCE WITH THE LATE5i m • • : NOT TO SCALE
EDITION OF:ACI 318 AND D:TNLEG IN ACCORDANCE ` — --
5 r H .
F H ALL
RE 315RADE G.D.MELDED LIRE MZ' • : n
AU REINfORCINu STEEL SHAD CONFORA TO
r 5" 5HALL TO PUKAP CUSTOM GUN�TE POOtS !nC
3�iHE CONTRACTOR SHALL5'ORE OR BRAC` A5 REO'D. •. • SUCTION C H of
AT ALL 5TAC•€5 Of CON5TRJCTION TO EN15URE • : AFRHUR� : P I a J
5 RUCTURAL 5TA51UTY AT ALL TOE5. CPtR��q� T
4. ALL Vr1R'NGTOBEPERFORMED BYA_ICEN5'D '• • D IL at UNDERWATER LIGHT
ELECTRICIAN IN ACCORDANCE WITH ALL
STATE AND LOCALCODE5. SCALE I „= 1'-O" 3
5. W_ KTILL MATERIAL .A5 SPECIFlED IN GENERAL NOTE
�nu,SHn.' naFr U5FDTO
a mLFrni F�TFe naI BETWEEN DETAIL a t SiCIMNiER
90 New Street
Rehoboth, Massachusetts
TYPICAL DETAILS OF
GUNITE POOLCONSTRUCTION
PREPARED FOR: '
ADDRESS:
5CAI E' A5 NOTED ORN. E3Y::PU15E DATE:
DIMENSIONAL
CHART
5121
A jB
C
D
E
F
G
ti
J K
I G' x 32'
1 G'
32'
4'-G"
G'-0"
1 3'-G"
8'-0"
7'-0"
8'-0"
3'-G" 4'-G"
18' x 3G'
18'
3G'
4'-G"
G' -O"
13'-G"
12'-O"
T -O"
8' O"
3'-G"
20' x 40'
20'
40'
S' O"
T-6"
13'-G"
14'-O"
I,e ren i n,e
POOL SECTION B -B
SCALE - 1/4"= 1'-0"
4" CONCRETE DECK
P1 TCM AIVAY FROM POOL,
a • . a a
a a a � .. l a
IN TRENCHES WT11CH ARE RELATIVELY SN"00TH + I WATER LINE ��
AND FREE OF RCCK5: WMERE LEDGE, ROC(, � - — - - — - -
"11ARDPAN, OR BOULDERS ARE ENCOUK r?E(1. Thf Gr t
TRENCIt BOTTOM 5HOUID M PADDED U51NG A Ia • G x G # 10 WIRE OR
MINIMUTA Of 4'rAraP€D EARrn OR SArID eeuEArH H :�� :' G" WATER LINE TILE FIDERGL.A55 MESH {
THE PIPE. • ,,,;;�� ' (entire perimeter) r
" , r M•
C All PIPING SHALL BE 1607�g 't t ..: ` a a • 5" G" COMPACTED SAND BASE
RATED SOCKET WELD FITTINGS.
k 114" TO 3/8" WHITE 1
ALL LINES 51ALL 3E IN5TALLED A5 5E -F .'' #3 REINFORCING RODS - 1 2"C.C.
WITH NO DEAD LOOP5. HIGH POINT VEW5 AND LOW MARCITE FINISH
POmTDRA1N5SfALLB€Itd5TallED"0#ACIUTATE '1 t ' "t'' CONTINUOUS GRID PATTERN
STARTUP AND ANNUAL VANTZR�ZATION. a
WALLS t FLOOR
7.1d1 UNCERGROJND PIPING SHALL eE MaSURE TE5TED
- -- — - — -
�Y 1.5 TIM15 W"JNG PRL55UKE PPJGR TO COVER i a
8 5AFE U5E Of Iff FACILITY 15 DIPEND94T UPON C D E E
PROPER 5UPERV61ON, MAINTENANCE ,' AND 5TRJCi I I �(�j e a
CON`ORMANCE- TO SAFE Y REGULATIOA5 AN)a
CONSIDERATiON5 BY,BOTti CAWTJER AND U5ER5 D •
9.:PERIMETER fENCING, UGHTItIG A1t0 5ECU211Y
a '
SA mARD5; A5 REQUIRED. mu. eE BYOTIlfR3. ' a .° GUMTE POOL SHELL
IO.'A° REQUIRED; ALL CO5T5 A55XIATM WITS 1 ANY a CONCREM TO DEVELOP
LONGITUDINAL POOL SECTION A -A
3LA57ING OR kJ'MOVAL OF IMPERIOUS EKCAVATEDSTRPNvTrI CP 3000p5r
MATERIALS ARE NOT INCLUDED IN THE SCOPE SCALE - 114"=-1 '-0" r a IA! 28 DA15
OF TH15 IN5TAL ATION.
f l POOL 15 DE5IGNED FOR fLOGD ZONE LOCATION AM%
HYDR05TATIC REV F VALVES AND COL ECTOPS AREiD•D a •° a ' � • NOTE: TI -115 POOL FACILITY 15 DESIGNED
RAT
I15TALLED ON MAIN DWI AND DE51GN WATER
If VEL 15 MAINTAINED. FOR 501L SEARING CAPACITY OF
CON5TRUCTION NOTES: I wlfr�m� ELECtRICA.CONCUu 30001bs/50.FT. -MINIMUM
t CONCRETE SHALL HAVE A M'NIMI IM • 10 . UNCTIM MI
COMPRESSIVE STRENGTH OF 3,000 PSI AF -ER 28 9A'15.
I'w 36 rJ ove cR .ce' TYPICAL WALL DETAIL
ALL REINFORCED CONCRETE CCNI5TR.UCTION 5H4L- N
BE PERFORMED IN ACCORDANCE WITH THE LATE5i m • • : NOT TO SCALE
EDITION OF:ACI 318 AND D:TNLEG IN ACCORDANCE ` — --
5 r H .
F H ALL
RE 315RADE G.D.MELDED LIRE MZ' • : n
AU REINfORCINu STEEL SHAD CONFORA TO
r 5" 5HALL TO PUKAP CUSTOM GUN�TE POOtS !nC
3�iHE CONTRACTOR SHALL5'ORE OR BRAC` A5 REO'D. •. • SUCTION C H of
AT ALL 5TAC•€5 Of CON5TRJCTION TO EN15URE • : AFRHUR� : P I a J
5 RUCTURAL 5TA51UTY AT ALL TOE5. CPtR��q� T
4. ALL Vr1R'NGTOBEPERFORMED BYA_ICEN5'D '• • D IL at UNDERWATER LIGHT
ELECTRICIAN IN ACCORDANCE WITH ALL
STATE AND LOCALCODE5. SCALE I „= 1'-O" 3
5. W_ KTILL MATERIAL .A5 SPECIFlED IN GENERAL NOTE
�nu,SHn.' naFr U5FDTO
a mLFrni F�TFe naI BETWEEN DETAIL a t SiCIMNiER
90 New Street
Rehoboth, Massachusetts
TYPICAL DETAILS OF
GUNITE POOLCONSTRUCTION
PREPARED FOR: '
ADDRESS:
5CAI E' A5 NOTED ORN. E3Y::PU15E DATE: