HomeMy WebLinkAbout1000-69.-6-3~:~>~>f~lL ~$ ~$~ ~; ~ '~'~ ,, NOTE, THE TEST HOLE INP[OA~5 A THIN LAYER OF G~T EXTENDIN¢ AP~OXIHATEL~
~~ ' . ~_~' BELON ~RADE. ALL STORM P~IN LEAOHI~ 5T~RE5 ~T EXTE~O AT LEA~T ~' ~ELO~
~ ~,~ p~p~ED 5~OT · ~IST. ED.P. HILL . / / ~' GRADE AND THROUGH THE CLAY LAYER.
' pA~ ~TION ~ ~lNI~G~ ~CK~)~AD~Y H/N~ CURB ~ ~AT HILL NOT ~ / ~ [ HID~AY DEPARTHENT. 5.C.D.P.N. OR N.Y.D.D.O.T. PRIOR TO GONDTRUGTION.
~ - ~' ~TO~ ~IN~ER ~R55 , PI~ ~e FLOH ~ T~ ~ L NE -- - N' ~CONC~ ~ INSTALLED IN CONFORMANCE HITH THE ~IDEL~NE5 OF THE NEH YORK STATE HANOAL OF ~NIFORH
6~ ~'_~ ,%' .~ /~ ' t%. ~ INSTALLATION NORK 5HALL NOTIFY THE TONN OF 50~THOLD D VI5 ON OF T~FF O 5AFETY,
PI. ~, ~IL ~ ' ~,~ ',~,, ~ .I~Y N/O/P ,HOURSINADVANOEOFBE¢INNIN~OHNORK,ON~ATONNROAD.
~CO~D~P~T,*ETONN ~~~ ~ ~% /$EEDTL, gHT2 // LOCATION MAP:
HI~Y PAVI~ ~OlPICATION5, ~15 O~. ~ ~ .~ ~ UA ~V ,. / / ~ NOT TO 5GALE
~ HI~E~A~¢5 pETAIL5u~..
5tO~ BLENg BASE 4" ' ~' '/ / (0.~05 A~)
P~D
I 5P / 500 PT ~ P~ ~ ~THAN TAFT ~lN Ill
ZONIN
INFORHATION:
E~ Y~D 5E~K, ~' MIN 0P BL~. ~E O~ NO.5 POR DETAIL5~~
THETD.~LPPL~I~HAS~PTOAIS' 0,, ~ ~ ~ ~ -9~ 0 / ~ TLP~DSANFLOH= JllS~J
~NSITION~ ~FER, THE~ H~T ~ AT ~AST I0'
BET~ A BL~ A~ THE ~INI~ OF A ~F~R - 5E~IC TAN~, L~CHI~ P~LS,
NO He~ NImlN I~ PT OF'
~ISTIN~, ~A
~ r ~ PROPOSED ~P~OV~ SET FO~
~ISTIN~; ~AHDD.P~E ~BRN FINEfgp) TO
I
STORM D~IN ~ em AVe. F~NT YP ~K~ ~ ~ ~i e 5-D LI~HTIN~ A~ L~NP~A~ PLAN5
5TO~ P~IN ~ G~ ~ ~ ~ ~ ~CTION 280-~; FRONT Y~ 5E~AOK5 q'-O"
CEPTIC TA~ k 2 / A. 5T~0~5 ~ J~ ~r a~ AT L~eT I~ FE~ (N.T.S.O.O .T.) SCOPE OF WO :
(~) ~M mE RIOHT OIF ~Y. ~J~ PA~IN~ ~AIL (sE~ ~JT[ PLAN FOR L~ATION)
¢ FRONT YO SETBACK O "---.ALO ~ THE A~E ~ ~E ~K~ ~ ~ ~. PROVIOE P~POSED PA~INO
~ ~ ~1~ F.~.~. = SEE SOUTHOLD TO~N ZONIN~ CODE ON RIGHT
LECEND:
PROFERTT' LINE
DEMOLITION ................
5ANITAR'f' 5EI-4EP` c-5-
HATER 5ERVIOE Il
EXISTIN¢ t,',IAT~P, MAIN H
FLO.N AP. ROM
5TERM LEA~.HIN¢ POOL
SEPTIC TANK.
LEAC, HIN~ pOOL
EXISTIN~
PF~OP, TOP OF COVER
PROP. TOP OF ~RATE
TEST HOLE
PINISHED PLOOR ELEVATION P.FL,EL. =
12'-0" DIAM.
~"OOLLAR HATERIAL_~
MIN.
NON-RATEAbLE
5OIL
&" MIN.
(PENETRATION)
RATAI~LE 50IL
STORM LIP_..AC, HIN¢ POOL
SCALE, N.T.5.
SEPARATION DISTANCE
I;~EG~UII;~.:EMENT5 I=O1~ 5TORPIINATE~
LEAOHIN¢ 5Tt~UC, TUP-.E5 AND PIPIN¢:
~p, AINACE LEACHINE, FOOLS=
pROpEP, TY LINE -- IO' MINIMUM
BUILDIN~'5 HITH ~ELLAP, = IO' MINIMUM
BUILDINE~ ON 5LAB = I0' MINIMUM
RETAININ¢ P, IALL5 = lO' MINIMUM
PURL 5TOR~ TANK5 (BELCH ~ROUND) = 20' MINIMUM
I. ELEVATION5 APE REFEP`ENC, ED TO N.A.V.D. Iq88 DA'gJM
PROPOSED 5AHCUT · EXIST. E.O.P. HILL
PROVIDE A IJNIF~H INTERGONNECTION
H/NEH GURB CUT THAT HILL NOT
INTERFERE Hl~ EXISTIN~ 5TOPJ'4 HATER
FLOH ALON~ THE 6gTl~R LINE,
ENTERANCE BETHEEN F-X. E,O.P. AND PROPEl'PC LINE
5HALL BE 60NS"ft~TED W ABEHALT, tFaE TONI
HIGHHA¥ PAVIN~ 5PEGIFICATIONSI THIS ~W~. --
P~OPOSED BEL¢IAN BLOCK CUPJ~
ALON5 DRIVEHAY, 5ER PN,5 NO.5 --
642NTRAGTOR TO ENSURE THAT EXIGTIk~ ~"~
HARDI~20D TR~ REHAINS, AND 15 NOT JEOPARDIZED
0¥¢ THE CONSTRtY..,TION OR DRIVEHAy LOCATION
pROP. NETAL LANOS~APE
E~lk~, ('IYP, PERIMETER
OF BLUEGTONE DRIVE)
~ ~X~TO8 ' ~IVE
k'-~l ]
F.FL.EL. = 12.q4'
AREA = 2,88O
PROPOSE[
II" HATER SERVICE
STO b4 ID AINACE CALCULATION:
VOLUME = AREA x RAINFALL x COEFFICIENT
P`AINFALL = 2"/HP`. --
COEFPICIENT OF ASFHALT = 1.0
COEFFICIENT OF BLUESTONE = I.O
COEFFICIENT OF ~OF = I.O
P~OP. BLUEStO~ PRK~ A~EA = ~4~ ~
~4S 5.P. X O.l~' X I.O = IA4~ CP
TOT~ VOLU~
5~ ~F + 1,44D GF + 481 GF = 2,464 OF
TL VOLUHE RE~'D = 2,4~4 ~,P.
(q) 12'~x~' DEEP LEAGHIN~ POOL5
VOLUME PROVIDED = 2,~25.]b CF
ACKERLY LANE
PR~P.'
!bSPHSLT''
~NEWY0~Clff
www. ctgnetnyc~l.com
800-272-44 0 I 811
five boroughs ef New York City and Nae~au and
Suffolk Countle~ on Long Island must contact
DigNel, 1-800-272-4480 or 811, at least 48 houm
any mechanized digging or excavagon work to
for more Informa~ion.
en~umged to call ae vail when planning
type of digging on their property. Homeownere
can contact us directly at 1-800-272-4480 er by
calling 811, the nmlenal ~all bafore you dig
pirsonal property, It ii the
r;~OPOOED ASPHALT
DRIVENA¥
i I
5ER DN~ No.5 FOR CUREIi~, METAL
AND M 5CELLANEOU5 DETAIL5
PROP. PAVEHENT AND ROOF
ORAINAC~ LEACHII~ POOL5
(5) IO'e x 15' LI,9. DEF'fH
EDGINE,, ('PIP, PERIHETER OF
E, LLESTONE PRKD AREA)
/ EXP LF /
~ O
LP /
,PROPOSED
BLUEGTONE (~
.' ~PARKINE' AREA
/
/
x
~--PROP. METAL LANDSCAPE
ED~IN~, (~'P, PERIMETER OF
BLUESTONE PRKG ~
N/OR=
NOTE~I,4AINTAIN A 5~ eRADE ,NITHIN 20' OF
BEP3~ 5"¢(¢L=N (E~UATE5 TO I ~ IN
ELEVATION OVP. R 20' LATERAL DISTANOE)
F~OPOSEO SANITARY 5¥STEH
COVER5 TO C~RADE, FOR 5¥STEH
INFO 5BE
APPROVED BY
PLANNING BeAIrD
TOWN OF SOUTHOLD
OCT i S .YL'
GP--.AI91NG
20 I0 0
®P~,APHIG ~GALE
ANI9
P--.AINA®E
F LAN
IOO
GREENBRIAR® WALL SCONCE (Vadousmfle;tomareprotectmdPyU,&PatentNo, 6,464,378) ~l~,~l~k:m 5~nm~r~
E s~lnless s~e' °r eleclrm'nc plated steel' vol~ge s.clflc leads which e~end Out wlths~nds ,=me w.~er c,anges
/ /~m~ ~ ~P ent~oHnsects du.t and~oist~r, imo coom ncudebonz~ back, pa nam ~1 ~[~ ~,~1 ~%t DO~celp[iOn ~P ~fi/
/x, r snnureiun~onbox AnEPDMn=~I thekxture. ~eneedtoopenthe~,.u. plus, buff, whi~,s=Un--rdegreen,
mounngpaeandJuncionbox, sealn0 l~u~.makin~2nN~laUonquic~,and~asY. DECALSTRIPING-LSlo~emoptional~lor- ~ A SIN i~-PT-42-GFL-F5 ~.H, 0.%0 I~0 I~1
/.'"' ~ . - :' ~ ~ ~ ¢ ~. ~. ~ ~p ~ENI~ ON ~RTH~ST _ . , sensom, Avall~le baUe~ back-up of BB
/, /'" ~ ' ~ ~ ~ -- /51DE OF ~P~W AS~ / / (32 sating empemure)andOWB6 THIS IS NOT AN LSI RECOMMENDED LIGHT LAYOUT LSI iS
/,/" ::.' '. ~" '~, ~ ~ /(~ALON~AD~T // m ia ~ 0 mdmgtemperature)a~120or277 NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE I~
. ............... ~ / a,,~seasyac~ssrn. O.,e.~,ure.. voage orUS applca OhS or26waE TO INADEQUATE LIGHT LEVELS,
' /' ~ .% ~. ~ ~ / ~ ~ / ~ID~I~TI~]~ ~ / onepi~ceeAmdedsihconagasketseals through70waElam~ Consultfacto~
~OTOR TO ENTRE ~AT ~ISTI~ /~ ~ ' '~ ' ~ ' .2 ~ ~ / ~ANTI~ ~, ~15 D~I~ ~/ // ~o/P thedoo[fmmeagainst,thehousi~g. The foravallab~ewa~gesand vol~ges~or
~'e HA~TREE~INS, ANDI5 , / / ' 3 ~ //~ ~ ~ ~'-- ~lL ~05~SAH~ ~ doorsw~ngsopenandlsheldlnplaceby use in Canad[
~ / ~1 '[~ ~ ~ r'~. ~ ~0 ~ // ~ lens which Is se~ to the door f~e - Fo~a~ ~row (~, ~) ~d Type lmm
~ ~/ ' ' ~.~ ~ ~ ~ ~' ~ ~ wlDEpDMnaskofl~nls~nd~d An (3)ref[eclomareawll~leonsmaliand
~ C~ ~ % .~ S0CK.S - HID ,ampho]ders am ¢.ed defined by the IESNA (~ownlloht poslUon
~ ~ '. ~ ~ % ~ ~i// / / ~ % o~, / ,uorescenllimresf,atureaane-pi.e
~ ~ ~ / thermoplasbc ~cket, /~ ,
~ , ~ ~ ortrlpleCompamRuorescentlamg~. , / ~ ~ .,
~ ~ ~mps supplied as s~nda~d - HID ~,o3E.~ ~)
~(PE 5~ T~, PL~T ~ ~' {c aa, shipp~ Ins~led), ~d Compaot ~ ~ ~ -
A~X ~'O~ (~ ~ Fluomscent(~o~d,41~K), ' /~. ~' _~
. ./ P
/. ~ require emeroen~ li0htlng along the ~' / _, g ~~~ ~. '
options are a~lbble on Core.ct / /~, ~ =, B ~. B ~. ~ ~ '~ / /
Fluo~s~ent ~n[~. Emergency Quam / ~ _. ~ _. ~ .~~ ~ ~. ~ ~, ~ ~ ~ / /
optmonsareoffeced on HIDunlls Options / ~ ~ ~ ~. ~ ~. ~; ~ ~ ~ ~ ~ o' ~ ~ ~' ~ o'~ / /
~o,. x . . / I g i ~ g ~ g~ g g g .g.~ 0~~ //~.~
I I ~ _.~_.~
~,~, ~
'x ~ ~ - -- FO~ TREE PLANT N~ ~~ '~' _A // i ~ ~ ~,
X II ~ /OR KRAFT PAPEK- ---TON 15 ~JA ~ID~T~I5 P~ AH~6AN 6' MIN. ~[ ' ~~ g. e// ~ I~ _ .
GROUND 60~R k m m ~ .......... ..,. / ........ T TREE ~ ~ 6EDAR ~ETE~INE ~PLIC~LLI~ ¢ ~E
% % II ~ ~F~NAL ....... 5~ ~. ~EE~ ~¢I~%ANT ~REENI~ · ' ~ ~~
TREE PLANTING OETAIL ,~t, X~ O~PHI6 SOALE t"
, /
A ~ ALONG P~PER~ ll~ a~ G~
2. L~NCTH - ~T b~ THAN 50 PEET ~E~ ON A 51~LB ~51D~OE LOT ~ERE A ~ FOOT MINI~M L~ /
A~LY) .
¢EDIMENT ONTO ~LIO RI~TG~F-~Y. A~IM~T 5PILLED, D~PPED, ~GHED, ~ ~OKED ONTO ~BLIO ~ED 5LT F~E ~T~
~ DO~ IN AN A~A DTA~ILIZED MITH GTO~ A~ D~IND INTO AN APP~ED ALO~ ~RW LIN~
~P"~l'~bl~ I' -~O"~I6N- 'AN6 HAIN~NOE SHALL BE P~VIDED AFTER EAOH ~IN. 5~ (GEE ~TAIL, ~15
&' MAX. O.O. 5PAGINe ~ ~~ I I
~0 H ~ SUPPORT FE~E / ~ ~
~ ~
~ ~o~ ~ I~WOM OF ~ HAY BAL~ m - HAY BALE5 LEAOHIN~
P~M POOL p~NNING BOARD
~ ¢ ~(~
TR~OH, ~E D~OTION,
SILT FENCE ~LL BE PL~EP PA~LEL TO 5LOPE ~NTOUR5 TO ~IMIZE PONDIN¢ EFFICI~OY, Ii II ti Il II Ii ti [I ~ IN
I~PECT A~ ~PAIR 51LT ~NGE AFaR EAOH STORM E~NT AND ~MO~ ~DIMENT ~ ~CE55ARY.
~O~D 5EDICT 5HALL BE DEPOSITED TO AN AREA THAT HILL NOT ~OH OPP-51TE T~NGPORT.
NOT TO ~GAL~ NOT TO CGAL~ NOT TO ~AL~
5ED..TI ON A
IDUMPSTEI .S ENCLOSUPJ
SC,ALE, N.T.S.
THE DOHN STREAM SHUT-OFF SHOULD DE CLOSED. SLOHLY OP~4 NPETREAH
SHUT-OFF AND ALLOH THE BACKFLOH PREVENTER TO FILL ELOHLY.
BACH TEST COCK. HHEN BACKFLOH PREVENTER 15 FILLED, SLOHL¥ OPEN THE
DO.~STREAM SHUT-OFF AND FILL THE HATER SUPPLY SYSTEM. THIS IS NECESSARY
TO AVOID DISLODGING "0" RING5 OR CAUSING DAMAGE TO INTERNAL COMPONENTS.
FRONT VIEId
JUMBO BELGIAN BLOCK
CURB DETAIL
NOT TO 5~ALE
PROPOSED
E~)ILDING
h
GRAD~ El.. 12.,~'
4 H~_iN 5EPTIG TANK
4" DIA, PVC PIPE
B,63": O,DO~
PROPOSED SEPTIC RISER DIAGRAM
NOT TO SC~ALE
PER S.C.D H.g STANDARDS FOR APPROVAL OF PLANS AND CONSlt~TION FOR 5ENAC,-E 5YSTEHS
FOR OTHER THAN 5INGLE-FAMILY RESIDENCES; DATED~ JULY 15, 2008
lNG. BORDER KINg
STEEL LANDSCAPE EDGING i/4" X 5" H/
15" LONG STANDARD STAKES
CONTRACTOR TO INSTALL EDGING PER
HANUFACTURER'5 RECOMMENDATIONS
FINISHED GRADE, PLANT BED,
of i~W YO~ CI~Y or
(for other slates)
b00-272-44801 811
tSAGKFLO~I PREVENTER INSTALLATION NOTE: LALqN, OR GROUND COVER
PROPOSED BLUESTONE DigNet Having utility lines marked prior fo
START-UP AT INITIAL INSTALLATION AND AFTER 5ERVICING~ RPZ ~,IILK~INS q-/SXL 1.0" DOHESTIC, ~TER PARKIN`S/DRIVE )IL digging is ~ee of c~a~e.
currently us~ ITIC, please call 1-800.,524-7603
BLEED AIR AT for mor~ information.
5~
O, [5" STEEL STAKE SEPARATION DISTANC,E REG'HT5 FOR SANITARY SEPTIC, TANK5~
MIN HORIZONTAL SEPARATION DISTANCES=
BORDER CONCEPTS, INC. A. ENILDIN~ .4/CELLAR: IO;"-O K. U/G UTILITIES: 5'-0"
~'~ CHARLOTTE, NC B. Dt)ILDING ON SLAB : 5'-0" b. STORM DRAINS : 20LO"
TO FAC,ILl'PS 1-800-845-3343 C. HATER LINES = ]0'-0" , , M. CATCH BASINS = 5'-0"
I-J04-341-3610 (FAX) D 5bt;IFACE HATER (HETLAND5): T5-0' (NON-LEACHiNG)
F. PUBLIC HELL: 200'-0"
SEPARATION DISTANOE REG'HT5 FOR
SANITARY LEACHIN~ STRUC'I1JRES=
MINIMUM HORIZONTAL SEPARATION DiSTANCES~
A. BUILDING !4/CELLAR: [OLO"
B. BUILDIN`S ON SLAB = I0'-0"
C, ~TER LINES = IOLO"
D. SURFACE HATER (HETLANDS) = I00'-0"
P, PUBLIC HELL = 200LO"
H. RET. HALL (HTRPROFF) = I0'-0"
d. U/`S FUEL TANKS = 20'-0"
K. U/G UTILITIES = 5'-0"
L. STORM DRAINS: 20'-0"
M, CATCH BASINS, NON-LEACHINg: 5'-0"
N. SAN. L.P. =
P. PROP. ~-INEB = I0'-0"
dl, T.O. SLOPE = 25'-0"
NOTE~ LEACHING POOLS THAT ARE PART OF THE
PROPOSED 'TYPICAL CLUSTERED DISPOSAL
POOL TO LEACHING POOL REOUIRED SEPARATION
DISTANCES. SEE 'TYPICAL CLUSTERED DISPOSAL
SYSTEM' DETAIL BELOH FOR ADDITIONAL
REGUIREMENTB,
I" RPZ - PLAN VIEIN
NOT TO SCALE
encouraged fo call as ',.,mil ,..~h e n planning any
type of digging on their property. Homeownem
can contac~ ua directly at t-800-272-4480 or by
Calling 8t t, the national call before you dig
pemonal property, It ia the contractor's
N, SAN. L.P, = BI-OII
STEEL ED®IN® FOR G, PRIVAT HELL: ,oo'-0" , P. ROP. L,,EB: 3'-o"
7 H. RET. HALL HTREROOF) : IO-O" T,O. SLOPE:
PARTITION :. u/G FUEL :0'-0" UPE:
NOT TO ~ALE HEA~ ~ ~P
~' ~4" 24" --
(LEAC, HIN~ POOL SYSTEM - QT~ 6)
TYPICAL CLUSTERED DISPOSAL SYSTEM LP
5OALE, N.T,5.
DETAH,S OF CONSTRUCTION:
NOTES:
L CONORETE TO TEST 40~0 P.51 @ 2~ DAYS
2. REINFORCEMENT PEET5 A.5.T.M A-615, A-J85 5PE~5
4. ALL PIPIN~ INSTALLED UNDER DLD~ 5H~L BE O~T IRON, AND ~ALL REMAIN
PERIHETER
DATE
BY
BOABD
OF SOUTHOLD
6"~ OUTLET
PIPE FROM
E, REASE
TRAP
SEPTIC TANK - 1200 GAl,. (ST)
5CALE~ NOT TO 5GALE
RPZ INSTALLATION REQUIREMENTS:
INSTALLA~ONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS,
I" RPZ DEVICE su 'PO. EO .Pz
INSTALLATION
f~gNiESTIC HATER ONLY)
NOT TO ~ALE
III. DRAINA¢E (CONTINUED)
C, ALL DRAINAGE FROM RPZ'S SHALL BE VIA GRAvr~ FEED TO DRAIN.
P. AN AiR `SAP MUST BE MAINTAINED BETHEBN THE RPZ RELIEF VALVE OPENING
AND ANY DISCHARGE PIPINg. THE AIR GAP MUST BE AT LEAST THICE THE
DIMENSION OF THE EFFECTIVE OPENING OF THE RELIEF VALVE; BUT IN NO
CASE LESS THAN I INCH.
E, HANDFACTURER'E AIR GAP FITTIN~S MAY BE UTILIZED PROVZ~ED THAT THEY
MAINTAIN A PROPER AIR ,SAP AND DO NOT ENCLOSE OR COVER THE
RELIEF VALVE. THESE FITTIN`S5 ARE ONLY SIZED TO HANDLE INTERMITTENT
AND LOH FLOH DIBCHAP-.~ES, ADDITIONAL BRA[HA`SE CAPACITY HAY BE
t~GUIP..ED TO AOCOMMODATE A CATASTROPHIC RELIEF VALVE FAILURE.
F. NOT USED
G. NOT USED
H. NOT USED
d. ALL EXTERIOR DRAIN5 SHALL BE KEPT FREE OF 5NOH DURING HINTER ALSO
DRAINS GAN NOT BE SUBJECT TO FLOODING AND MUST BE SCREENED.
K. ALL VALVES SHALL OPEN GOUNTERCLOCKJqlBE (RIGHT HANDE~2 VALVES),
iV, NOT USED
V. INSTALLATION HITHIN A BUILDING
THE INSTALLATION SHALL BE PERFORMED BT A LICENSED PLUMBIN~ C~ONTRACTOR.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDD~ROUNp
UTILmE5 AND STRIP.RES PRIOR TO DIGGING.
A. ABOVE 6RASE INSTALLATIONS, DIS~HA~E CAN BE DIRECTE[~ TO FLOOR OR
DRAINS OR THP4OU®H A SIDEHALL ABOV~ GRADE VIA 50REENIED LO[A/ERS,
SCUPPERS, PIPE SLEEVE5 HITH FLAP VALVES, ETD,, IN ACCORDANCE HITH
THE DRAINA`SE REQUIREMENTS.
B. BELOH ~RADE OR BASEMENT INSTALLATIONS~ NOT USED.
VI. CERTIFIED TESTING AND COMPLETED HORKB APPROVAL
A. AFTER THE ASSEMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED BT A
CERTIFIED TESTER, THE DEBIGNER (OR ,4ATER SUPPLIER) lB THEN
RESPONSIBLE TO CERTIFY THAT THE INSTALLATION NAS DONE iN
ACCORDANCE HITH APPROVED PLANS; OR DESCRIBE ANY CHANGES OR
SUBMIT "AS BUILT" PLANS AS APPROPRIATE.
[, INSTALLER SHALL NOTIPf GOVERNIN`S AGENCY UPON COMrPLETION OF
NORK.
I, CLEARANCE5
A. ALL ASSEMBLIES SHALL BE INSTALLED HITH A CENTERLINE HEIGHT FROM 30 INCHES
TO 60 INCHES ABOVE THE FLOOR. ANY INSTALLATION AT A GREATER HEIGHT SHALL
BE PROVIDED HITH A FIXED PLATEORH, A PORTABLE SCAFFOLD OR A LiFT MEETING
OSHA STANDARDS.
B. ALL RPZ DEVICE5 MUST HAVE AN lb INCH MINIMUM CLEARANCE BETHEEN THE BOTTOM
OF THE RELIEF VALVE AND THE FLOOR,
C. A MINIMDH OD 12 INCHES OF CLEAR SPACE 5HALL BE MAINTAINED AE~)VE THE
ASSEMBLY.
g. A MINIMUM OF SO INCHES OF CLEAR SPACE 9HALL BE MAINTAINED BETHEEN THE
FRONT SIDE OF THE DEVICE AND THE NEAREST HALL OR OBSTRUCTION.
E. AT LEAST 8 INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BACK SIDE OF
THE DEVICE TO THE NEAREST HALL OR ODS~;~UCTION. THIS CLEARANCE MAY NEED
TO BE INCREASED FOR MODELS THAT HAVE SIDE MOUNTED TEST COCKS OR RELIEF
VALVED THAT HOULD BE FACING THE BACK HALL
F. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTIN`S (30" MIN CLEARANCE).
II. MISCELLANEOUS CONSIDERATIONS
A. ALL A55EEI~LIE5 SHALL BE ADEGUATELY SUPPORTED AND/OR RESTRAINED TO
PREVENT LATERAL MOVEHENT. PIPE HANGERS, BRACES, SADDLES, STANCHIONS,
PIERS, ETD,, SHOULD DE USED TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A
MANNER THAT HiLL NOT OBSTI~CT THE FUNCTION OP OR ACCE55 TO THE RELIEF
VALVE.
D. STRAINERS ARE RECOMMENDED PRIOR TO EACH BACKFLOH PREVENTION ADSEHBLY
ON NON-FIRE FIGHTING HATER LINES. NO STRAINER IS TO BE USBD IN A FiRE LINE
HITHOUT THE APPROVAL OF THE INSURANCE UNDERNRITERS OR THE AUTHORITY
HAVING JURISDICTION.
C. ALL ASSEMBLIES MI)ST BE PROTEOTED FROM FREEZING TEMPERATURES AND iF
INSTALLED HHERE TEHRERATURES HILL REACH IOO"F OR ABOVE, A HOT HATER TYPE
ASSEHBLY MUST BE 05ED.
D. ALL AEBEMBLIE5 SHOULD DE SPECIFIED AND INSTALLED HITH THE HANUFACTURER
SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY.
E HATER LINE5 SHOULD BE THO~HLY FLUSHED BEFORE INSTALLING THE ABSEHDLY.
MOST TEST FAILURE5 ON NTH INSTALLATIONS ARE THE RESULT OF DEBRIS FOULING
ONE OF THE CHECK VALVES OR THE RELIEF VALVE.
F. ALL ASSEMBLIES PUBT DE INSTALLED HORIZONTALLY UNLE55 THEY ARE SPECIFICALLY
APPROVED FOR VERTICAL INSTALLATION. (REP. TECHNICAL REFERENCE p.4S44).
ASSEMBLIES SHALL NOT BE INSTALLED IN AREAS CONTAINING CORROSIVE, TOXIC OR
POISONOUS FUME5 OR GASES HHICH COULD REi'OER THE A55EHDLY INOPERABLE OR
POSE A SAFETY HAZARD TO PERSONNEL.
H. INSTALL A 5OFT SEATED CHECK; VALVE IHMEOIATELY AHEAD OF THE RPZ TO HOLD
THE PRESSURE CONSTANT TO THE ASSEMBLY IN TIMES OF FLUC11~ATING SUPPLY
PRESSURE.
L IF THE DISTANCE BETNEEN THE HATER METER AND THE DEVICE IS GREATER THAN I0
FEET, ALL EXPOSED PIPIN® SHALL BE STENCILED "FEED LINE TO BACKFLOH
pREVB~TER - DO NOT TAP" AT 5 FOOT iNTERVALS,
d. A SEPARATE SHUT OFF VALVE Mb~T BE INSTALLED
K. PIPING MUST BE UNBRANCHED AND UNOBBTRI)CTED FROH RPZ DEVICE TO MAIN,
IlL DRAINAGE
DRAINAGE FOR BACKFLOH PREVENTION ASSEMBLIES 5HALL BE PROVIDED FOR ALL RPZ
INSTALLATIONS· DRAINAGE SHALL ACCOMMODATE DISCHARGE DURIN`S TESTIN`S,
DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE DISC, HAP~ES.
A DRAINAGE CAPACITY IS SIZED TO ACCOMMODATE BOTH INTERMITTENT DISCHARC-ES
AND A CATASTROPHIC FAILURE OF THE RELIEF VALVE.
B. DISCHARGE FROM RELIEF VALVED 5HALL BE READILY DETECTABLE TO MAINTENANCE
PEREONNEL EITHER VISUALLY OR BY MEANS OF HATER LEVEL ALARHS, FLOH
INDICATOR LIGHTS, ETC.
HOUSE CONNECTION NOTES:
GUESTION5 OR COMMENTS: BPHSP@HEALTH.STATE,N'r',US
<MAILTO,BPHSP@HEALTH.STATE.NY J~5)
REVISED: AUSU~T 2008
(PER 5,C,D.H.S, STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEMA~E DISPOSAL
SYSTEM5 FOR O, THER THAN SINGLE-FAMILY RESIDENCES)
A HOUSE CONNECTION IS DEFINED AB THE PORTION OF THE GRAVITY SEHER LINE HHICH EXTEND5
FROM THE FO, GE OF THE BUILDIND TO THE 5EHAGE DISPOSAL SYSTEM.
bJ THERE SHALL BE A MINIMUM %40 FOOT LENGTH OF CAST-iRON 5E~ER LINE EXTENDING THROUGH
THE FO~)NDATION.
c) HOUSE CONNECTION5 5HALL HAVE A HINIMUH PlA. OF 4 INCHES, UNLE55 OTHEPJqlBE NOTED.
d) NOT USED
HOUSE CONNECTION5 BHALL HAVE A MINI'q~M PITCH ON ONE-6~UARTER INCH PER FOOT.
F) SLIP RIN`S CONNECTORS OF THE PROPER l~f'PE SHALL BE USED AT THE CAST ~RON JOINT. IF
REO~UIRED, A FLEXIBLE PVC COUPLIN`S HITH STAINLESS STEEL BANDS MAY BE USED TO CONNECT
CAST IRON PIPE TO PVG HOUSE CONNECTIONS. THE FLEXIBLE COUPLING AND BANDS SHALL
CONFORM TO ASTM
~ ALL HOUSE CONNECTIONS SHALL BE PROVIDED H/A CLEAN-OUT AT THE FACE OF THE
NOdSE CONNECTION5 5HALL BE 5TRAI`SHT, THERE SHALL BE NO BEND5 IN 5ENER LIRE5 TO THE
SEPTIC TANK OR GREASE TRAP. IF BEND5 ARE UNAVOIDABLE, THEN THE FOLLOHING ADDITIONAL
CRITERIA SHALL APPLY
xz
PA E..
5
oF 5