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-- ESTC,HESTI: COUNTY DEPARTMENT CAE HEALTH
s.,TV
1 DIVISION Of: ENVIRONMENTAL HEALTH SERVICES
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WHITE PLAINS, OCT 2 9 1994
-----------.............
The a F3 an
f r p! 'l�G: ...
_AI N. Y. -----.,..
are hereby approved pursuant to provisions o�Part` b, of fh® New
York State Sanitary Code, subject to fhe provisions of the Certifi-
" 4 cafe of Approval issued this date.
Commissioner of Health
IS
Assistant Gommissioner fop
Environmental Health Services
Reco rrp ndedif
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'Sir
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-1 E GIBBS & A-S'SOCIATES
JAM
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LANDSCAPE ARCHITECTS & ENVIRONMENTAL PLANNERS
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THE DESIGN IS BASED ON A GRANULAR FREE
17.
WATER RETURN INLETS SHALL BE TWO FEET
DRAININGSOIL WITH LESS THAN 10% SILT. NO
BELOW THE NORMAL WATER LINE
GROUND WATER SHALL EXIST WITHIN THE LIMITS
0F THE EXCAVATION.
18.
THE DOMESTIC WATER FILL SUPPLY SHALL LINE U
{
{
"
ATE BY AN
0 HE POOL WATER BE SEPERA TED FROM T
2.
ALL SHALL
NO SURCHARGE DUE TO ADDITIONAL LOAD
0 AR BREAK.
APPROVED 3 INCH I
EXIT S WITHIN 4 FT. OF THE, SHALLOW END OR
t
FT. FROM THE DEEP END MEASURED HORIZON -
19.
A MOVEABLE
.EACH SKIIKMIER SHALL HAVE REMOVEABLE
TALLY FROM GRADE.
BASKET WITH AN AREA AT LEAST TEN TIMES
THE SKIMMER SUCTION ION PIPING AREA.
3.
S E SHALL BEDEFORMED BARE
REINFORCING STEEL
OF INTERMEDIATE GRADE BILLET STEEL. ALL
20.
EACH SKIMMER SHALL BE EQUIPPED WITH AN
METERS. .
BARSSHALL LAP A MIN. OF 30BAR DIA
EQUALIZING LINE.
4.
PNEUMATICALLY APPLIED CONCRETE "GUNITE"
21.
THE PIPING SHALL BE POLY VINYL CHLORIDE f
A WATER CONTENT N OT GREATER
SHALL HAVE W
PVC 160 ORE UAL PER THE DEPT. OF COM-
i ) Q
�_ -0 CEMENT WITHA
N - GALLONSPER BAG F
THA 3 2
- - AND CS-2 6-63
S S 20 0 N 5
ME RC E STANDARD C 7 b
6
MIX OF ONE PART TO FOUR.
WITH THE N.S.F. SEAL.
5.
THE DESIGN IS BASED ON THE FOLLOWING,
22.
THE PIPING IS SHOWN DIAGRAMMATICALLY AND
S f
ALLOWABLE STRESSES:
.
IS INTENDED TO GUIDE THE CONTRACTOR THE
- >m �I P.S.
Fs- 20 000 P.S.I. Fe 3 000
CONNECTIONS, INVERTS
ACTUAL LOCATIONS, ,
VALVES AND ETC. SHALL BE LOCATED BY THE ,
6.
WHEN THE SOIL BEARING CAPACITY I S LESS
AL FROM THE i
CONTRACTOR WITH PRIOR APPROVAL i
THAN TWO TONS PER SQUARE FOOT UNDISTURBED
ENGINEER.
S REINFORCEMENT STEEL OF SIZE
TWO LAYER 0 � F
-.'
INDICATED FOR ONE LAYER IS REQUIRED.
23.
THE PIPING SHALL PITCH A MIN. OF 1 INCH
IN THIRTY FEET. PROVIDE LOW POINTS WITH
7. IF FILL GROUND EXCEEDS THREE FEET IN DEPTH
ACCESIBLE VALVES FOR DRAINING. i
PNEUMATICALLY APPLIED CONCRETE SHALL NOT
- .1k
BE USED. CONVENTIONAL FORMS TO BE USED.
24. ALL VALVES SHALL BE PROPERLY SUPPORTED
------•
WITH APPROVED SUPPORTS AND BRACKETS.
8. THESE PLANS HAVE BEEN PREPARED IN ACCORD-
ANCE WITH THE SANITARY CODE AND THE PRO-
25. ALL PIPING SHALL BE COLOR CODED FOR THE
VISIONS OF NEW YORK STATE DEPARTMENT OF
SCHEDULE WITH DIRECTIONAL ARROWS.
HEALTH.
26. ALL VALVES SHALL BE TAGGED AND COLOR CODED.
9 ALL WORK SHALL BE COMPLETED IN ACCORDANCE
THE TAGS SHALL BE OF BRASS,LIST THE VALVE
_F WITH ALL LOCAL CODES AND ORDINANCES. NUMBER AND BE ATTACHED WITH AN S HOOK.
• 10 CORNER RADII SHALL BE A MINIMUM OF 12 27. THE CONTR. SHALL FURNISH COMPLETE OPERAT'G
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INCHES UNLESS OTHERWISE NOTED.
AND SERVICE INSTRUCTIONS FOR ALL EQUIPM'T.
11.
ALL WIRING AND GROUNDING SHALL BE IN
28.
A PIPING SCHEMATIC BEHING GLASS OR PLASTIC
ACCORDANCE WITH THE RULES OF THE N.B.F.U.
SHALL SHOW EACH VALVE, ITS NUMBER, FUNCTION
A 1) THE NATIONAL ELECTRIC CODE
AND APPROXIMATE LOCATION.
12.
NO OVERHEAD ELECTRIC WIRING OF ANY TYPE
29.
CHEMICAL FEED EQUIPMENT SHALL BE ELECTRIC -
SHALL EXIST WITHIN 20 FT. .OF THE POOL.
ALLY INTERLOCKED WITH THE POOL PUMP MOTOR.
13.
SAFETY HANDHOLES SHALL BE PROVIDED IN
30.
ALL ELECTRIC MOTORS AND ELECTRICAL EQUIPMENT
THE FORM OF BULL NOSE COPING NOT MORE
SHALL BE EQUIPPED WITH GROUND FAULT INTER -
THAN 9 IN ABOVE THE NORMAL WATER LINE.
RUPTERS IN ACCORD. WITH THE LATEST EDITION
OF THE N.B.F.U. THE N.E.C. AND WITH THE
14.
WALKS SHALL BE SMOOTH IMPERVOUS, NON
N.B.F.U. LABEL OF CERTIFICATION.
SLIP TYPE SLOPED AWAY FROM THE POOL AT
A MIN OF k INCH PER FOOT.
31.
VALVES 2'/2" OR LARGER TO BE WAFER OR BALL
--, - TYPE VALVES.
��, � .,�.,wf`�,� �;, ��%/.,� f � • § � �� � 15. THE POOL BOTTOM SHALL HAVE ANON -SLIP
TYPE SURFACE FINISH 32. PROVIDE PERMANENT TYPE DEPTH MARKERS AS
NOTED ON THE PLANS.
16. THE MAIN DRAIN SHALL HAVE A FREE AREA
OPENING IN THE DRAIN GRATING EQUAL TO
+ FOUR TIMES THE AREA OF THE DRAIN PIPE
OUTLET OR BOTTOM SUCTION.
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A%MIE. GOABBS & Aa% uL AT E
LANDSCAPE ARCHITECTS &,ENVIRONMENTAL PLANNERS
NEW Y ITY
r
ESTC .ESTER COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES �
WHITE PLAINS, N. Y-------------------OCT..2-9 1989_...
These plans are hereby appmved pursuant fo provisions of Part
of the New York Seni•l-ar y .0 odc, subject to provisions of the Certi-
ficate of Approval issued this date. See first shee, Tor signature.
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