HomeMy WebLinkAbout50613-Z . Oat� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50613 Date: 5/2/2024
Permission is hereby granted to:
T as, Matthew
505 Mt Beulah Ave
Southold, NY 11971
To: construct accessory hot tub as applied for.
At premises located at:
505 Mt Beulah Ave, Southold
SCTM #473889
Sec/Block/Lot# 51.-2-8.5
Pursuant to application dated 3/25/2024 and approved by the Building Inspector.
To expire on 11/1/2025.
Fees:
SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $300.00
CO- SWIMMING POOL $100.00
Total: $400.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
h 4r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 littL)s://www.sout�ii,oldtown.]'I go
Date Received
APPLICATION FOR BUILDING PERMIT
Y" ' r^ I
For Office Use Only
PERMIT NO. lX Building Inspector:
-& MAH 2
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an T
r�
Owner's Authorization form(Page 2)shall be completed.
Date: J/i C2 Li
OWNER(S)OF PROPERTY:
Name: MaA - -T�-q ,ems SCTM # 1000- 5
Project Address: r50�3 NV A- ' c- U\ON)
Phone#:(o?� ` S5'6 yZO o Email: ry)cG�"V)CLi
Mailing Address: )O j V`(-\-F
CONTACT PERSON:
Name: V P f)/-)0
Mailing Address:
Phone#: ��\ qy`� 1 \2 C� Email: ��v� 1 1�G. C O
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address: �� �0- C2 �\(J �� 1 101 LA �D
Phone#: G--� � Email: v� \
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project:
t er $ 50., 00o
Will the lot be re-graded?)QYes El No Will excess fill be removed from premises?9Yes El No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ❑No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law.
Application Submitted By(pri t name): * 4 uthorized Agent Downer
vl
Signature of Applicant: Date:
g pp 3/z 2�1
t
CONNIE D.B NCIi
STATE OF NEW YORK) Notary Public,State of New York
No.01 BU6185050
SS: Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14,2-l`
t being duly sworn,deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the C o v-\�-cG� ` /
(Contractor,Ag t, Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this a �'
yof MOAC:� , 20 chi `-'"
Notary Public
PROPERTY I E:R AUTHmomON
(Where the applicant is not the owner)
I, residing at ;z-s rvNr Qeu14H
do hereby authorize to apply on
my b ha l : o the Town of Southold Building Department for approval as described herein.
iZ
Owner's Sign r Date
Print Owner's Name
2
\ I WA�][�]E][�
Scott A. Russell � ��Gr]EM[]E1��C'
SUPERVISORY n NM[AN A
SOUTHOLD TOWN HALL-P.O.Box 1179 J �. Town Of So u th o l L�
53095 Main Road-SOUTHOLD,NEW YORK 11971
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
( AP PLICA INFORMATION O BE COMPLETED
CANT INFORMATIO T
^� ...._.�.—..
..�_...� - ED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
_. ...
APPLICANT: (Property Owner, Design Professional,
(.:����r�rc.tor, Other)
JJ
/GO �� Dae:
NAME; � t �
t ,...�
C ontacL Inform'96on:
p> open Acl Ir es�s / Location 00f.. C0QstFU ti0n`bite:
S.C.T.I 1000
....... .. ° .. .�� cr °r _....._..
S G 2 �
..._. ..�... �
section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
Area of Disturbance is legs than 1. Aci e No S P D E `] Permit is Re red I
Project does Not Discharge to Waters of the `Mate No S P D L S Perrmt r.s IPte�°c
- Area of Drstr_rrbarce is Greater than I. Acre & StOffll-�\ater Runoff Discharges Directly
t From N e o D E CYork 7i THE APPLICANT MCST A OBTAIN A.IN a�P D L S Per rr.7ctw
_._ .E... n_..
Issuance of a F'rt�rlrlasX� I er rrxrt
C�IPFC�C" 7 of the Mateo. New _IT _ ....�.�
to Waters�' L_..._..
0 'A,rr_u of D15(uibance i Greater than l .�.r..re R, �I:r,in r�r Runoff Flows Tltrr�u.;h Southa,d
1_aGvcr.`; M.~a4 Systems to Waters of the State_ �.... � ' �.�.._ _.�t sT C?F��T'A.[N
.� of Ne i r r.ri � ID gar l P LCCA N[ � MI1ST __—... N
�� �'e�rl< PC-I f �,P
r . I1 `; }l l
a r� P D F S Permit tCirr,r��ls V tCec�lr:I rcr�vii �"...._ .
Prim to Issuance of a B_r lr:�r.. nx Permit
Rev iev�ed By
r-f7p N/� , G'MC r'1 Tn^„ r)C`P(irlF'I 9I I I .. � - �.....� .:._ _...� ...
I
Nam:
aTEe°0fXB0°`">CREDIT
sM:LOOS-051-412-114 30541'
1 I � `R. aw"amdaa �w l
is
1 a
A \
9� PROPOSED
/ \ 20x40 POOL
µ
Ta U
SUff _..o,_. .,.
w r w —, I OLK COUNTY DEPARTMENT OF, HEALTH SERVICES
1
LuTAWWWC!ImEu� CRCEWL
yy ,r V acn laoo-a6l-az-ee TRW
BUILDINGS:
PA71nw STREVObNE / MWCNMp0f7A Sl't>d R�16 ITT 4G��'—� ('/ACNIq i PflL1P45Fa 2 STORY RESIDENCE
N/E },
� SCTIk 1000-051�2.-W.A r h� � "4 4 I)EDROOM
.. W URTMTTFRD ,
u I "✓ ( '. \—� O O haA T.F'A Tim PROPOSED BUILDING ZONING
� � �� � A � R-40 (RESIDENTIAL)
+ till I — -.,.. 1
� � -: ,. + �' � I PROPOSED ASPHALT DRIVEWAY SITE DATA:
S ` - PROPERTY LINE I000-51-02-e.5
4 � °
A
. M, � , ��,-�. � �,C.,,, � „� ,...�,�1 W ", ,. PROPOSED CONTOUR HAMLET-. solmHaln
1.50 ACRE
` —Y_ \' ^' 'A --11i0--EXISTING CONTOUR SITE
� I 1. NO EXISTING SURFACE WATER WITIN 100'
.. ^v 1 iol SEPTIC TANK PROPOSED\ \ d /. 2. NO PRIVATE WATER WELLS ARE LOCATED ATRIAL 150'
OF THE PROPOSED SANRARY
\ . SYSTEM NO PUBLIC WATER WENS ARE WITHIN 200'OF THE PROPOSED SANITARY0 �\ A`y, PROPOSED SANITARY LEACHING POOL SYSTEM
] NO DRAINAGE STRUCTURES WITHIN 20'OF SNIRARY SYSTEM
PROPOSED SANITARY PIPE
A ��+ r GENERAL NOTES:
to
'� RIM EA1hi`'"" - / — PROPOSED B'ADS ROOF DRAINAGE PIPE
2010
9CU AA PAW MA Tel 1
I. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 1S0'OF PROPOSED
1 ALL uNSINpwRlur rlAatDW4, � � ( ,.,r (�} PROPOSED B'le DRAINAGE STRUCTURE (SOLID COVER) SANRARY 57RUCNRF3,
THERE ARE ND KNOWN STORM DRAINS WITHAL 2D'OF
m 1 ii qwe.BE,Room Roo r gmn `-'
PROPOSED CESSPOOLS.
PROPOSED B'o DRAINAGE STRUCTURE (OPEN GRATE) 2. THERE IS A WATER MAIN AVAILABLE ON SHIPS DRIVE.
\ ..... - y/- ... \ .. ... .. -- 3 J. PROPOSED SANITARY srs1EM Is DESIGNED FOR A TOTAL F a eEDFaDNs.
/ S 14'13'35" E 305.41' I \ — PROPOSED 1'WATER SERVICE 5 THERE�Tp pRSTING WIRARY SYSTEMS WITHIN 150'F THE PROPOSED WELL
a N 4. TEST HOLE PER GRIMED
BY MCDDNALO GEOSCIENCE ON 1-9-2017.
———l— — = _ 2Z_! J\ 4b TEST HOLE LOCATION 2URV0Y 7E IN NEW wRK STATE Pl
IX.TREE LINE
d ARE W ACCORDANCE WITH VS."STANDARDS,
IX. UNDERGROUND WATER SYSTEM,LONG ISUND
G ` ZONE
c \ 7. ELEYATNDA 9NOTW1 IXR TGIF NAw tow
RVEY
I 4 NEW Y UIR STATE S M,A WM ALTERATION[OR OII N F A SURVEY MAP BEARING A LI,ENSED
OF
LAND S SEAL,G5�A VNNA710N OF SECTION 7209,SUBDIVISION 2,F THE
M T, BELL A H AVE, 5. ONLY COPES FROM THE ORIGINAL OF THIS SURVEY S MARKED SHAM WT,i O ORIGINAL F
OI , THE LAND SURVEYOR'S'EIIBOnED'OR INKED"SEAL SIMl1 BE CONSIDERED TO BE
VELD TRUE S INDICATED,
PREPAREDT THIS SURVEY WAS
ll I 6. CERTIPICAACCORgANM WB THE C49MYO.CODE F ADN SIGNIFY PARACTCE F LAND SURVEYORS (ADOPTED
L
I ® I BY THE.ME,W YORK STATE d,SSOCWUTOaI OF PROPESSDONOL LAND SURVEYORS.SAID
O N/i .. 4 ANDLENDING INSTITUTION
CERTIFICATIONS ARE ARED ON HIS BEHALF
TITLE CONPAM',GOVERNMENTAL ONLY'to THE PEREGM rOR WHOM THE AGENCYAND
o F. N F 14%PANTEUDES HNw"PAMO; HWLY IXISTING
G_ S)IALE# / IS
srn:laoo-Dsl-02-u arn:(ODD o I-0z-zAd NI,RX15-61-01-Z" (CONNECTED
ED DO 7a-zll GRADE LISTED HER N Mad t0'AWIE OF THE LENDING
lD (CONNECTED TO PRWATE WELL) EAIWNNO TmEA. (CONNECTED TO PRIVATE WELL) '( ) 21.29' SUBSEOUENf OWNERS. NSRNTONS OR
N COOING NEW. DARK BROWN LOAM (OL) 7„ RIOIRS-0E-WAY NOT SHOWN ARE NOT CERTIFIED.
r 1 20.29' e.,. THE SURVEY CLOSES MATHEMATICALLY..
j BROWN CLAYEY SAND (SC)
00
Lw 3" 18.,29'
tl
y c p' � � BROWN CLAY(CH)
J ITE SCALE:I*40' N G.
+' .,5 fi"2" 1 WATER IN BROWN CLAY (CH) 12-3-19 MF A5 PER COMMENTS FROM DATED 1�E J2�6f"%'9 CFD
a " / "'� PLAN"
. 'I"` Fpt. ;' WATER IN BROWN CLAYEY SAND (SC) 11-6-19 MF UREVIS�IO S CFO
B° 13.29'
.; , W DATE BY DE5CRIPDON APPROV.BY
/ 10«....... - 11.29'
'. TOWN OF SOOTHOLD
O TOR,WETLANDS -yO^
c LIT. w _ WATER IN BROWN FlNE TO COARSE UFFO K COUNTY` NY...
sp,, - WETLANOS
�( SAND (SW) MT. BEULAH SITE IMPROVEMENTS
o ,,f � 56985
w � , 17' 4.29' PROPOSED' �E SANITARY PLAN
SS
2.30' (HIGHEST EXPECTED
m m 16'99 GROUNDWATER-LISGS WELL S16780.1) L. K. McLEAN ASSOCIATES, P.C.
0
COTISWNO E/1GHQA5 4E7 SOUTH A:OIRIIRY RIM,1WpOM1AYDA NEW YORK 1171E
N TEST HOLE BY MCDONALD Slemm!Na.
./ GEOSCIENCE - FEB. 16, 2017 D..ig.d By: MF/CFD srak: AS NOTED
LOCATION MAP TEST HOLE D.—By: MF Nov. zols
1
SCALE:1'=1,000' N.T.S. Approved By: RGD FM NO 17026.000
U
Says ALL DIMENSIONS
ARE TO BE FIELD VERIFIED
1� TO WASTE 1
✓ 505 MT. BEULAH AVE,
SOUTHOLD NY
FILTER
HAIR & LINT 1-3 11977COUNTY OF SUFFOLK
STRAINER STATE OF NEW YORK
-IEATEF PUMP
AUTO SKIMMER
BACK TO POOL
3 hp BLOWER SPA
All Drowl a SpeBfkletlena and
the drign o>gtnwd lfierwln an
the wale property of ASB
Engine�rNq,P.O.They an to be
uaad only with rwepect to this
Prap and are not to M copied
ar reprodu of AM Enginewrhrq,ced without written
I=u
DUAL MAIN DRAIN WITH �""'c
HYDROSTATIC VALVE AND
COLLECTION TUBE IN GRAVEL BASE
8� >>
DUAL MAIN DRAIN Isom Pox
_ O
WITH STRAINER SCHEMATIC PIPING ARRANGEMENT N.T.S.
~�
(VGB SAFETY ACT SKIMMER -
APPROVED DRAINS)
RETURN POOL NOTES:
1. POOL AND PROPERTY TO CONFORM TO NYS 2020 UNIFORM CODE SUPPLEMENT SECTION R326
2.POOL SHALL CONFORM TO ANSI/ NSPI STANDARDS R326.3.1. OF NEW YoR,�
3 M 3.SECTION R326.7 POOL ALARM REQUIRED.
4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5.
Q z 8' X 8' 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.5. % _¢ z PRo�cr No.
UNITE SPA 6.POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: �' C� °� ,5 0�
�i J (V= DRAWN BY SL
OO POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY),
PUMP 077
/fj
SECTION R403.10.1 HEATERS �S��,pROFEs-=-10 BJ
SECTION R403.10.2 TIME SWITCHES
i Avenue
SECTION R403.10.3 COVERS Bellmo1924 re, York 11710
Oft FILTER Phone(518)785-4200
p BLOWER 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH <10% SILT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE Fax: (s,$) 7B5-s14e
t::/ EXCAVATION. IF GROUND WATER EXISTS WITHIN 6' BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. BEN:
LIGHT5� WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY.
HEATER 8,NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END.
SPA PLAN 9.THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI ® 28 DAYS. UC#077439
ANDREW S.BRAUM.P.E
N.T.S. 10. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. .4 BUMM AVE�r Nr 11T0
11. REBAR SHALL BE 2' MIN. CLEAR TO EARTH. DRABING:
12. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING WEATHER. PUMP CAPACITY SPA PLAN
TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. &
PIPING SCHEMATIC
13. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING
REQUIREMENTS.
14. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BARKER (VGB) POOL AND SPA SAFETY ACT. PRo�cr:
15. THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE WITH DIVING EQUIPMENT, FOR DECK LEVEL DIVING BOARD REFER PROPOSED _
TO ANSI/ APSP/ ICC-5 2011 REQUIREMENTS FOR MINIMUM POOL DEPTH AND INTERIOR POOL DIMENSIONS. GUNITE SPA
16. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL.
17. SLOPE PAT10 SURFACE X' PER FOOT AWAY FROM POOL. DRAINING No.
AQ- 1
ALL DIMENSIONS
ARE TO BE FIELD VERIFIED
CEMENT MORTAR JOINT STANDARD
COPING 505 MT. BEULAH AVE,
SOUTHOLD NY
COPING 11971
2—#4 BARS
COUNTY OF SUFFOLK
TILE 2—#4 BA O STATE OF NEW YORK
BORDER
BENT BOND
PLASTER BEAM AROUND
NITCH
r -41 PLAN 10' Minimum Length of Non All Drawings,d��� y,�and
,
2SECTION Metallic Conduit with 8 insulated the ads property of AM
Brass Electric Pull copper wire as per NEC etgtn�°9'with r They°o �°�
SKIMMER NITCH DETAIL °6�only nth"notfit b ��
Boxes 6" Above Water Project duo reproduced tho to rm ilea
#8 GROUND °rmmion ooff AM Engtrneerring.
Coping N.T.S. WIRE TO STEEL �C•
N.T.S.
COPING Issum FOR:
Veneer Varies —Vary Thickness of Y2" BRAS 6"x6" FROST PROOF
Raised Pool Wall To Allow For 4" Mi COPING TILE OR MOSAIC
Thickness Of Veneer Plus 6" #4 BARS ® PARRERN BORDER
RECESSED
12" O.C. LIGHTHJ
WATER LINE 01 O O BOTH WAYS IT
2—#4
BARS
6"x6" FROST PROO a u
TILE OR MOSAI Typical Light Box Detail
PATTERN BORD N.T.S.
Anti Vortex
Anti Entrapment
Main Drain Cover WALL THICKNESS
TO BE CHANGED PROJECT No.
UNIFORMLY #4 Bars ® 12" OC DATE 3--20--24
MAIN DRAIN #4 Bars ® 12" OC Horizontal and SCALE AS NOTO
VGBA COMPLIANT Horizontal and Vertical Typical Section At Spa DRAWN BY SL
Vertical
N.T.S.
Typical Section At Raised Bond Beam „
8 I—off j13ja
N.T.S. oF NEW llmore Avenue
Now York<1\NS.BR �P516)7 5--4200DDOU LE MAIN DRAIN F6) 785-9148
SPACE S-0" APART
RADIUS SCHEDULE POOL RETURNS SET A PER CODE 1. THIS POOL SHALL BE CONSTRUCTED IN COMPLIANCE WITH CHAPTER 6 OF THE �� � � ' C(
NEW YORK STATE BEPARTMENT OF HEALTH CODE. W
12' BELOW WATER LE 2. EQUIPOTENTIAL BONDING GRID TORE INSTALLED UNDERNEATH THE PAVED r z
REINFORECED GUNI
0 FT 6 FT 6 FT POOL DEPTH RADIUS WATER SURFACE EXTENDING 3' FROM EDGE OF POOL WITH CMI EOUIBOND MAY KIT OR
SEE PLAN, 4 ® 12 OC EACH MAY LINE EQUAL
1 FT 6 FT 6 FT 3'-6' 1'-0' 3. POOL SHALL BE DESIGNED AND CONSTRUCTED INCONFORMANCE WITH THE 2015
4'-0' 1'-cr 0 0 0 INTERNATIONAL SWIMMING POOL AND SPA CODE. ��O 077 A BAve a+P.E. MY.nro
2 FT 6 FT 6 FT 4'-6" V-6' - RADIUS 4. PLAN SHALL CONFORM TO APPENDIX G OF THE NEW YORK CITY BUILDING CODE. PROFESS
5'-0• 1'-6• CV NOTES: DRAWING:
3 FT 6 FT 6 FT 5'-6' 2'-0- 1. ADDITIONAL HYDROSTATIC RELIEF PLUGS SHALL BE INSTALLED AT POOL
6'-0' 2'-6" 8 THICK CONTRACTOR'S DISCRETION, THE NUMBER AND LOCATION OF RELIEF PLUGS
4 FT 6 FT 6 FT 6'-6• 3'-0• FLOOR 12" THICK SHALL BE DETERMINED FROM ACTUAL GROUND WATER CONDITIONS FOUND SPA DETAILS
7'-0' 3'-6• WALL DURING EXCAVATION.
5 FT 6 FT 6 FT 7'-7' 4'-0- 1:3 MAX ANTI VORTEX 2- CONCRETE POLL SHALL BE 3,500 psi (28 Days)
8'-0' 4'-6' #4 BARS ® 12" OC PLACED LOPE ANTI ENTRAPMENT 3• CONCRETE MIX SHALL BE A 4- X<1 SAND TO CEMENT RATIO BY VOLUME:
6 FT 8'-0' 5'-0• TBA R 0 12- POOL BOTH CONCRETE SHALL BE PNEUMATICALLY PLACE AGAINST NATURAL UNDISTURBED
_ 6 FT 7 FT GRAVEL VGB COMPLIANT SOIL. PROJEGr.
9'-0• 5'-0• HORIZONTALLY AND MAIN DRAIN OVER 4. OWNER SHALL PROVIDE THE FOLLOWING:
7 FT 8 FT 9 FT 9'-6• 5'-0' VERTICALLY SUMP a. APPROXIMATE ELEVATION OF THE POOL.
10'-6' 5'-0' HYDROSTATIC b. 54" FENCE AROUND THE POOL AREA PER CODE. GATES SHALL BE SELF
8 FT 9XFT 9 FT RELIEF VALVE LOCKING & SELF LATCHING PROPOSED
c. WET CONCRETE POOL SHALL AT LEAST TWICE A DAY FOR SEVEN DAYS GUNITE SPA
d. ASSURANCE THAT POOL LIGHTS WILL NOT BE TURNED ON WHEN POOL IS
9 FT 11 F 11FT I POOL DIMENSIONS AND FACILITIES SHAL CONFORM EMPTY.
WITH THE REQUIREMENT FOR A TYPE 1 POOL e. ASSURANCE THAT RUBBER HOSE WILL NOT BE USED TO FILL POOL AS IT WILL
5. THIS PLAN ASSUMESS ATER FSOIL BEARING CAPACITY OF ONE (1) TON PER SQUARE DRAWNG No.
Longitudinal Section FOOT. IF SOFTER CONDITIONS PREVAIL THE CONTRACTOR SHALL OVER - EXCAVATE
N.T.S. AND BACKFILL WITH COMPACTED FILL TO ACHIEVE: 1 TSF MINIMUM. AQ—2