HomeMy WebLinkAboutBLDPS-20-409136'-0"
EDGE OF GUNITE
SKiMMER (TYP.). SEE DETAIL ' 16/S-1' FOR MORE
INFO. LOCATION PER POOL CONTRACTOR.
AUTO COVLR VAULT � � — — — — — — — — — — — — —
I � SPA BENCH LAYOUT PER POOL CONTRACTOR�
( POOL WALL (TYP.) I I
I � SPA DRAIN. SEE DETAIL'I S/S-1' FOR MORE �
I 1��. '
I � PROP05EDSPA �
17 � PROVIDE 2 LAYERS OF TYPICAL �
� REINFORCING AT SHARED SPA/POOL WALL �
• I � �
MAIN DRAIN. S�E D�TAIL 15/5-1' FOR I
I � MORE 1NF0. I
�
I I
� � PROPOSED POOL
�
(
� POOL STAIRS. LAYOUT PER POOL —
I � CONTRACTOR. SEE SECTION'11/S-1'
� FOR MORE INFO.
I 13 I
I _ LIGHT (TYP.). SEE DETAIL'14/S-1' FOR
I MORE INFORMATION. LOCATION PER
I I POOL CONTRACTOR
— — — — — — — — — — — —
L_ -�
�TE: SEE SHORELINE POOL SUBMITTAL FOR
�DITIONAL INFORMATION. SKIMMER, DRAIN,
GHTS, ETC. 5HOWN FOR ILLUSTRATIVE PURPOS]
�LY ACTUAL LOCATIONS PER CONTRACTOR
AUTo covEx vauLT
�
DEEP END
6x87/6" SKIMT
WATER LEVE
EQUALIZER
(COMMERCI�
POOL PLAN 1a
APPROX. SC�,LE: 1/4" = 1'-0"
36'-0" MAX. LENGTH
18'-0" MAX. WIDTH
15'-0"f MTN.
TRANSITION
WA1'LR LEVEL �
MAX. SLOPE �
3
1
POOL SECTION 11
APPROX. SCALE: 1/4" = 1'-0"
0
M
8�-�n
EDGE OF GUNITE
— — — — — — �
6'-0" MIN.
SHALLOW END
EQ.STEPS EQ'
TYP.
�
r
rJ
r -� �
�
' CONC. WALL/FLOOR (TYP.). SEE DETAILS
' 12 & 13/S-1' FOR MORE INFO.
ROCK PACK: PROVIDE 4" MIN. THICKNESS
OF 1%2' STONE @ FLOOR OF POOL (TI'P.)
SKIMMER SECTION
1 V APPROX. SCALE: N.T.S.
SKIMMER CAP SHALL BE FLUSH
WITH COPING & CONRETE SLAB
. u u : :: .
PROVIDE (2) #3 TIES
AS SHOWN
2" Q1 PVC PIPE
OUT TO PUMP
PROVIDE ADD'L #3
BENT BARS AS SHOWN
@ 6" O.C.
0
�
F
�
0
W
C7
G
w
Rl'-0"
MAX.
0
�
H
z
a
Ci
W
O
m
Ci
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W
e
POOL DECK 4 CAP BY
OTIIERS (fYP•) .
M-7 °O
a
o E`' �
(V ¢
� �
FREE-DRAI NI NG
STRUCTURAL
FILL (fYP.)
3" MIN. CLR
fYP_ - SniL Sil�Rl
PROVIDE ROGK PAGK. SEE SECTION
' I I/5- i' FOR MORE INFO.
CONTINUOU5 BOND BEAM @
�TOP OF WALL w/ (4) #4 BARS
(fYP.)
� WATER SURFACE
POOL FINISH PER
�— CONTRACTOR (TYP.)
2" MIN. CLR.
(TYP. - WATER SIDE)
�#3 @ I 2" O,G EACFi WAY
(TYP.)
/4'~
8" MIN.'GiJNITE'
� TYP. LOW WALL DETAIL
1G pppROX. SCALE: 5/8" = 1'-0"
z
�
'v
N
COPING
SEE DETAIL'12 & 13' FOR
TYP. POOL WALL REINF.
PROVIDE %4" 0 CONDUIT
TO DECK BOX 12" MIN.
ABOVE WATER LEVEL
NEW POOL L1GHT J �'� %/,� '
(110V SOOW). � i�
GROUND PER LIGHT %% PROVIDE ADD'L #3 BENT
MANU. SPECs. � BARS AS SHOWN (2 EACH
WAY - 4 TOTAL)
� POOL LIGHT DETAIL
'�� APPROX. SCALE: N.T.S.
POOL AUTO-COVER �
(BY OTHERS)
3'�
%
�
4" %
SEE DETAIL'12 & 13' FOR
TYP. POOL WALL REINF.
4" TOE HOLD. SEE PLAN
FOR LOCATIONS.
Zi_oer � II�Srr
10%z" 1�_2�� 8,�
4"
AUTO COVER VAULT SECTION
APPROX. SCALE: 3(4" = 1'-0"
COPING
POOL DECK & CAP BY
OTHERS (TYP.) ,
. . . . a.
ra °D
� i
o w v
Fv � 4
� �
FREE-DRAIN
STRUCTURAL
FILL (TYP.)
3" MIN. CLR.
rr _ ��ir. �ir
CONTINUOUS BOND BEAM @
TOP OF WALL w/ (3) #4 BARS
(TYP.)
WATER SURFACE
POOL FINISH PER 'j�'p� �, kF�,� � f= � � ;� .'� c -e�
CONTRACTOR (�I'_'�'�I .V�,=D F. �^I�7^ ANC,�„� f l �^�E COf,4P I.
ANCE ERR('� ,: :' � c,; �5 �Fi h�T <<LI[VE T E
A�P� ICAI'J i FROPd TNE RCSFuI��SIR!LffY (�F AS BUIL '
2" M1N. CLR. Cu°'�?L�C,NCc.
'. - WATER SIDEJ�7E: I' 30 - 7.d
BIl LI D;',". ...�-: li;lAL
#4 @ 6" O.C. (VERT. AXIS)
#3 @ 9" O.C. (HORIZ. AXIS)
� Y�� �� � G�
10" MIN. 'GUNITE'
PROVIDE ROCK PACK. 5EE SECTION—�
� i�is- i� FOR Mo� wFo. � CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
, � TYP. HIGH WALL DETAIL
� APPROX. SCALE: 5/8" = 1'-0"
PLASTER TIGHT TO R"''^
PROVIDE #3 TiE BAR
AS SHOWN
HYDROSTATIC VALV
2" LINE VACULJM BRl
TO 2nd MAIN DRAIN (��
SIDE SUCTION
1NTI-VORTEX COVER
PROVIDE HEAVY DUTY �
STAINLESS STEEL 4
BRACKET (BY OTHERS) �
#4 BENT BARS @ 6" O.C.
EA.WAY CENTERED
(TYP.)
%4' GRAVEL DRAINAGE
BED / BACKFILL
'ROVIDE ADD'L #3
3ENT BARS AS SHOWN
3 EA. WAY - 6 TOTAL)
:OLLECTION TUBE
,Z�� sTo�
NOTE: DRAIN COVERS
SHALL BE VGB COMPLIANT
� MAIN DRAIN DETAIL
1 J APPROI(, SCALE: N.T.S.
NOTES:
I. FOR ADDITIONAL POOL INFORMATION SEE POOL
SUBMITTAL FILE BY THE POOL INSTALLER.
2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE
9TH EDITION OF THE MASSACHUSETTS BUILDING CODE,
SECTTON R326.
3. POOL STRUCTCTRE TO BE CONSTRUCTED ON iJNDISTURBED
PROOFROLLED NONORGANIC AND NON-EXPANSIVE SOIL
WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND
A MIN. 4" LAYER OF lyz" COMPACTED STONE. ALL WORK
TO BE IN COMPLIANCE WITH THE AMERICAN CONCRETE
INSTITUTE ACI-318-14.
4. SKIMMER, MAIN DRAIN, POOL LIGHT & RELATED DETAILS
@ POOL STRUCTURE TO BE DESIGNED BY OTHERS A5
REQ'D.
5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE
ALTERED WITH THE FOLLOWING CAVEATS:
A. THE MAXIMUM LENGTH WILL BE 36'-0".
B. THE MAXIMUM WIDTH WILL B� 18'-0".
C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR.
D. THE DEPTH SHALL NOT EXCEED 8'-0".
E. THE RADNSES SHOWN FOR THE DEEP END AND
SF�ALLOW END SHALL BE AS SHOWN BUT MAY BE
INTERPOLATED TO DEPTH.
F. THE PITCH FROM THE SI3ALLOW END TO THE DEEP END
SHALL NOT EXCEED THE PITCH SHOWN.
6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE
WITH THE 9TH EDITION OF THE MASSACHUSETTS
BUILDING CODE, SECTION R326. LISTED IN THE 2015
1NTERNATIONAL POOL AND SPA CODE ARE THE
ADDITIONAL STANDARDS THAT WILL BE ADHERED TO,
INCLUDING BUT NOT LIMITED TO THE FOLLOWING.
AG1041-ANSUNSPI-3, STANDARD FOR PERMANENTLY
INSTALLED SPAS.AG103.1-ANSUNSPl-5, STANDARD FOR
RESIDENTIAL IN-GROUND SWIMMING
POOLS.AG1061-ANSI/APSP-7, STANDARD FOR SUCTION
ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING
POOLS, SPAS, HOT TUBS AND CATCH
BASINS.AG1033-ASCE/SEI-24, FLOOD RESISTANT DESIGN
AND CONSTRUCTION.AG105.2, AG105.5-STM F 1346,
PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND
LABELING REQUIREMENTS FOR ALL COVERS FOR
SWIMMING POOLS, SPAS AND HOT TUBS.AG105.2-LJL-2017,
STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES
AND SYSTEMS
THE ENGINEER'S STAMP ON THIS DRAV✓ING
QUALIITES THE SIRUCTURAL DESIGN ONLY AND
ASSUh�S THAT TIIE FOUNDATION'FOOTING
BEARING SURFACE IS iINDISTURBED, OR
PROPERLY COMPACTF,D, NON-0RGANIC SOIL
WITH A MINIMUM SEARING ALLOWABLE OF 300D
PSF AND THAT ALL CONSTRUCTION WILL BE
PERFORMED BY QUALIFIED CRAFI'SMEN IN
ACCORDANCE WITH THE 9TH EDITION OF THE
MASSACHUSETTS BU[LDING CODE. ALL
DIMLNSIONS AND ELEVATIONS ARE FOR DESIGN
AND REFERENCE PURPOSES ONLY AND SHOULD
BE VERIFIED AND APPROVED BY THE OWNER,
CONTRACTOR AND FRAMER. ON SITE
VERIFICATION OF CONSTRUCTION IS LIKELY
REQUIRED. IT IS THE CANTRACTOR'S OR
ORNER'S RESPONSIBILITY TO EMPLOY PHELAN
ENGINEERING TO P�RFORM ON SITE
VERIFICATION IF REQUIRED OR DESIRED. IT ]S
ALSO THE OWNER'S OR CONIRACTOR'S
RESPONSIBILITY TO ASSURE THAT TIMELY
NOTIFICATION OF THE PROIECT PROGRESS IS
PROVIDED SO THAT ADEQUATE ON SITE
ENGINEER PRESENCE IS OBTAINED. LIABILTTY IS
SEVERELY DIMINISfiED lF' ENGINEER ON SITE
VERIFICATION IS NOT PERFORMSD. !N ADDITION,
NOTHING 1N THIS STATEMENT RELIEVES '1'HE',
CONTRACTOR OF HISr'�IER RESPONSIBILITY
REGARDING THE PROVISIONS OF 780 CMR 107.
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DESIGN & PLANNING
REVISIONS
O DATE DESCRIPTION
,
�
�� �
� ��������
STRUCTURAL &
CIVIL CONSULTANTS
76 CARLISLE ROAD
WESTFORD, MA
TEL. (978) 256-4014
PR JEO CT
SWIMMING PODL
SHORELINE POOLS
DIPALMA RESIDENCE
159 SOUTH STREET
SOUTH YARMOUTH, MA
SCALE: ASNOTED
DO NOT SCALE OFF DRAWING
DATE: 1/17/2020
DRAWING TITLE
POOL PLAN,
SECTIONS,
AND DETAIL S
CONSTRUCTTON DRAWINGS
DRAWING NUMBER
20015-5-1
� � off 505-362-4541
fox 506-362-988p
downcope.com p
doe�e� c��e �oa,�ioteering, r��.
civi/ engineers
land surveyors
939 Moin St�eet { Rte 6A)
YAf7MOUTHPORT M� 02fi75
-32 �
EMOVE 71MBER j /
ALL & STEPS ] `
1
?ROPOSED CONTINUAT;ON OF
PAVER WALK (&� SLOPE)
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,�PROPOSEO 4" WiOE
CHANNEL DRAIN
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NOTES
1. DATUM IS NAW88
2. THfS PLAN IS FOR PRDPOSED WQRK ONLY AND NOT TO
6E USED FOR l.OT LIN£ STRKING OR AhlY OTHER
PURP9SE.
3. CONTRACiOR SNALL BE RESPONSIBLE FOR CALLING
DIGSAFE (t-888-344-7233) AND VERIFIING FFiE
LOCAT{ON OF ALL UNDERGROUND & OVERHEAD U'T�LlT1ES
PR10R TO CbMM£NCEMENT OF WORK.
4. EXISiING SEPTIC LOCATION PER TIE-CARD ON flLE
WTTH 70lYN.
5. REFER TD 'LANDSCAPE Pl.k,p(" PREPARED BY
YAR�AOUTH PORT DESIGN GROUP, DATED AUGUST 6,
2019
6. lOTS RRE TO BE FORMALLY COMBINEp
EL. 7.5 - 8.0'
' :%,�.JiiF::-'',�'
EL. 5.5'
EL. 4.5' 2�
El. 3.5'
LOCUS MAP
SCALE 1n=t,00y��
ASSESSORS MAP 34 PARCEL 262 & 263
IOCUS IS WITHIN FEk1A FLOOD ZONE AE (ELt2 AND ELtt}
AS SHOWN Oh; CQMMiJN1TY PANEL #25p01C0583J DATED
7/16/2014
LOCUS IS WITNIN AN OTHERWISE PROTECTED ARE:A
ZOI�tNG SUMMARY
ZONtNG D(STRiGT: RS-40 DISTRICT
MiN. LOT SIZE 40,000 S.F.
MIN. LOT FRQNTAGE 75p'
MIN. FRONT SETBACK 30'
MIN. SlDE SETBACK zp'
M{N. REAR SETBACK 2p'
MAX. BUILDING HEIGHT 35'
MAX. BUILDtNG COVERAGE 25�
PROP. BLDG COVERAGE: T1.4%
�WNER OF �ECC�RD
STEPIiEN DiPALMA, TR
165 SOUTH STREET REALTY TRUST
12 DEER PATH
NATICK, MA 07760
QEED BOOK 29307 PAGE 49
DEED BOQK 23631 PAGE 225
PLAN BOOK 198 PAGE 111 (LOTS 4 AND 5)
MiRAFi 140N
FABRIC OVERl.AP t2"
12'�0 S�OTTED N-20
CORRUGAiEQ HDPE P1PE
AD5 N-12 OR EQUAL
; .75"-1.5" DOUBLE
WASHED STqNE
----.......
2'
�_ TRENCH CROSS SECTION
urs
AOJ WA7ER EL. 1.5� (NAVD '88)
�n����; �fusT co���a�r,� -ro �;�!
, iJ��d��R"°� �RcGULATIO�dS
�j,�,,�,� /�� 20�0
� � ��{�g��(�AtT€� tPtlb�'4=Ft DFPI D�TE
�
i: T rs c'' G`� ' ° e'jOSU ,'`��
f a '�S�.rA� Ey .. �', ✓rv
� "-�c�''� �� _.��_.�.._. '
DATE DANIEL A. OJA�A, P.E., P.L.S.
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J S�"'��HEiel Ca1PALNfA
QATE: AUGUST 6, 2019
_� REV.: SE('TEMBER 16, 2019 (REiAINING WRLL)
Yarmouth c;onservatrcn i o�„��;���n i � �
t'ii�y�"'.��' i%Lj � rJCQiB: �� = z0� . � . .
a ���..- . �.�� i�a 1,T
= Wca 7
�at"� ��?J��__, 0 f0 20 30 40 50 FEET
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'"�.� Signaturc:�� — �
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