HomeMy WebLinkAboutDrainage & Utility Plan /
~'7'>....~/.. POND ¢ S 4.9'47'4.5" E
o % ( "'"'~"'" 273.SB'
1,901.44' -
~b
2-O
49'47'45" E
95.00'
0
GRIFFIN(; STREET
0 0
-- ~ & ~JIK~. RT. / :~ NI~H,/F~Ei~I.y' ~ Vl~;~ BK~D~i~y, D~KIROi(Y, BAR'dJ. H~RY ,~ ~ dOHN &
SANITARY FLOW CALCULATIONS'.
LEGEND:
UNIT TYPES:
· SEpllC TANK
1OD
GRAPHIC SCALE
NOTE=
pROPERTY OF NELSON & POPE. UNAU1HORIZED AL1EEAIIONS OR
~ODmONS TO ~,~S~ DOCUMENTS AR~ ^ ~OL~aO,_eT
EXISliNG PRIVAte
--("PtPICAL FOR 11)
150' SANITARY RADIUS
FROM CENTER OF
WA~ER ~ELL
(I~ICAL FOR
DRAINAGE STRUCTURE TABLE
T zs.---'~' -'TE- ~ED 18' '~.
T ~ ~ ' S,E~,~ -- 16' 13.~
DRAINAGE ;STRUCTURE TABLE
DRANAG STRUCTURE TAE .E
SINGLE FAMILY PRC UNITS:
(U~;' 1200 ON&ON SEIqlO TANK S'~ X ~' L.D.)
3OS 6AL/1.5 GAL/SF/DAY = 200 SF OF WNJ./~0, REQUIRED
8'¢ RING - 25 ~/FT OF HBGHT
200 ~/2~ S.~./,F[. - 8 V.P.
(USE: a'e X 12 F.D. LEACHING pOOL)
MULTI FAMILY AFFORDABLE UNITS:
(US.~ 1200 G~LON S[~IC TANK S'P X 4' ID.)
~ eN./~.50at,/SF/DAY - EQO SF OF ~ N~ REQUJRED
EQO SF/2S st/Pr
(us~. (2)
(U~F~ 12OO GAt!O~ SEP~¢ TANK S'* X:+' L,D,)
6ED GAL/T,6 SN~/SP/DAY - 4~0 SF ~F WALL NIF. A REQUIRED
,mo OF/25
(USE: (~) e'# x a E.D. L,,~NINS pOOLS)
755 SPD X 2 DAYS ',~ I 530 6N.L.0N$,,, '
(uSE~ 2EQO GALLON SERliO TANK 1o's Xl4' ~.) 1. A~ DRNNAGE PiPE TO fie 18" CCP 0 1%
MINIMUM SLOPE U~S NO~ ON P~N~
?~ s;/u .~ ~ ~o.+ w
(U~ ~ 8~ X 11 ~O. ~N$~)
81T~ PLAN - LrflI. IIY PLAN
THE HEFIrrAGE~T CUTCHOGUE
CUTCHOGUE
DWN, BY,
DA'gE=
CAK'D
~ NELSON & POPE
ENGINEER~ · SURVEYOR8
CONSTRUCTION FENCE SHALL BE MANUFAC'iURED OF
POLYETHYLENE OR POLYPROP~-ENE WITH A NOMINAL
RECTANGULAR MESH OPENING OF NO GREATER THAN
1' x 2". FENCE SHAll..,BE 48' HIGH AND SUPPUED ~1~
.R,O~ OF AT L.EAST 50 .IN LENGTH, COLDR ~RiJ.
INTERNATIONAL ' ORANGE. 7·
PERSPECTIVE VIEW
CONSTRUCTION FENCE DETAIL
NOT TO SCALE
CONSTRUC~ON NO'lES FOR PLASTIC FLORESCENT ORANGE. FENCE
NO~ES
1) ~E CON'iRACTOR SHALL INSTALL THE CONSTRUCTION FENCE IN LOCATIONS AS REQUIRED BY THE DRA~I~
AND SPECIRCA~ONS OR MUNICIPAl. AUTHORITIED
2)THE PRIMARY PURPOSE OF'THE CONSIRUOTION FENCE IS TO CLEARLY DF. JJNEA~E A CONSTEUCTION AREA
AND PROWDE SOME MEASURE' OF PRO~ECTION FOR THE SURROUNDING NATURAL AREAS. iT IS NOT DESIGNED
OR INI~dD~ED TO BE AN INPENEIRASLE BARRIER TO ~HGS~ INZSHT CH ENIERING THE CONSTRUCllcH' SI~
CONSTRUCTION FENCE SHALL SE INSTALLED BY WEAVING FENCE POSTS VER~]CALLY ~HROUGH AT LEAST THi~.E
(41) MESH OPENINGS (TOP, MIGDLE,AND BOTt'OM OF FENCE) AND DRiViNG POSTS WI_~ A ;~LS. HAND DRILUNG~
HAMMER (OR EQUIVALENT) RJUSH WITH THE TOP OF FENCING, POSTS SHALL BE AT AN INTERVAL OF NO
GREAI~.-'R THAN TEZq FEET. FENCINGSHALL BE SECURED FIRMLY TO EACH POST AT THE TOP, BOTTOM AND
MiD-POINT WITH WIRE REBAR'TIES, WHERE LENGTHS OF FENCING ARE JOINED, A POST SHALL BE WOVEN THROUGH
BOTH FENCE SECTIONS AT THE JOINT, WI~t TIES FAG1ENING BOTH FEDCE SECTIONS TO*THE pOST. FENCING SHALL
BE S1RETCNED AS TAUT AS PRACTICAL BE~NEF. N FENCE POSTS WITHi3UT INORD NATELY DEFLECTING pOSTS,
· '=MPORANY OPENINGS iN CONSTRUCTION FEZqCE INSTAU. ATIONS SHALL GE PERMI11ED FOR ENTRY OF WORKER~
MATERIALS AND EQUIPMENT. SUCH OPENINGS SHALL BE SECURED AT THE END OF .EACH WORK DAY iN THE
MANNER AFOREMEHIlONED FOR ;JOININo FENCE SECTIONE,
POSTS: S'I~EL EITHER T OR U
TYPE OR 2' HARDWOOD
DUST CONTROL NOTES
NOTTO$C~
WOVEN WIRE FENCE (MIN. 14. 1/2
u LEggin GAUGE. MAX. 6' MESH SPACING) --
_-~[ 18· INTO GROUND
/
w~ cu. '~,,. -~ '-'"~'" -~.2,~.~,'.-,-
,- -,~.¢,y/,l~,<,,~,-- . -~. PERSPECTIVE...VIEW
WOVEN WIRE FENCE (1~ 1/2 /-,35 MIN.
GA, MIN., MAX, 6' MESH /FENCE
POSTS
SPACING) WiTH RL~E~ ~.-----~
PREFABRICATED SILT FENCE .
GEOFAB, ENVIROFENCE OR ~
I - ~XesVA~ ~ ( ~S ~1~) ' i
V ..----~. STANDARD S~BOL
NOTES FOR FABRICATED SiLT FENCE
CURB GUTTER INLET PROTECTION STRUCTURE
CONSTRUCTION SPECIFICA'rlONS
'~MOUNTABLE BERM
(OPTIONAL)
50' MIN.
,}Ill ~~
Ill IIII 1~
IIII Iii
III Itl Iii
--= III Ill
III III Itl
== III III ,
IIIl' IIII lull
EXCAVATED DROP INLET PROTECTION
control of dust resulting from land-disturbing aoUvitins.
To prevent outface end air movement of dust from dieturbed esil surfaces that may cause off-cite
damage, health hazards, and truffle eafety probleme.
CONDITIONS WHERE PRACTICE APPEES
On construction roads, access points, bnd other disturbed ~ress subject to eurfaoa dust movement
and duet blowing where off-elis damage may bccur if duet is not ~entrolled.
Construction operations should be scheduled to rain mze the amount of area dieturbed at one time.
Buffer areae of vegetation should be left where practical. Temporary or permanent .stabJiizaUon
measures ehould be Inetullod. NO .specific design oriterla is give~: eeo aonetmcton speelReoUene
below~ for common methods of duet control.*
CONSTRUCTION SPECIFICATIONS
Y..qg.~L~t~_~.D~ - For disturbed areas not subject to traffic; vegetation providee tho most praatiaal
method of dust control. Temporary eseding shall be ae followm
a) Rye Oraes (Annual or Perennial) at ~0 lbo. per acre (0.7 Ibc/lO00
b) Certified 'Araostaok' ~ntor Rye,(Cerael Rye) at 100 lbs, p~ aero (2,6 Ibe/SP)
Ues ~nter R~e if ~esding in October/November.
Mulch Onaluding gravel mulah) - UNIch effete a fast effective menne of controlling duet,
CONSTRUCTION SPECIFICATIONS
PROFILE
50' MIN.
RROUNG7 I .
,~/~x.'.~: t
~LTER CLOTH'~
Examples of spray adhesivee for
Water
Acrylic Polymer 9:1 Course Spray 500
L~tex Emulsian 12.S:1 Fine Spray 235
Resin in Water 4:1 Fine Spray 300
,I
PLAN VIEW
1. STONE SIZE -~ USE 2' STONE, OR RECLNMEQ GR RECYCLED CONCRETE EQUIVALENT.
2. LENGTH - NOT LES~ THAN SD FEET
UIN
use an tuners sole are.shown in the following 3. THICKNESS - NOT LESS THAN .SIX (6) INCHES. ~ ~ ~--~-~---" "* ~
4. WiDTH - ~/~ELVE (12) FOOT MINIMUM, GUT NOT LESS I~IAN THE FULL 'WIDTH AT
,.RR= oR --.., o=--. FILTER FABRIC DROP INLET PROTECTION
5, RLTER CLOTH - WiLL BE PLACE~ OVER THE ENTIRE AREA PRIOR TO pLA;lNG SCA~ nm
OF STONE.
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-
STSUCTION ENTSANCER SHALL BE ppED ACROSS THE ENTRANCE. IF PIPING iS
MPRACIICAL, A MOUNTABLE BERM' WIIH 5=1 SLOPED WiLL BE 'PERMI~ I~,
7. MAINTENANCE - THE EN'ffiANCE SHALL BE MAINTAINED IN A
~LLPREVENT 1RACKING OR FLOWING OF ~'DIMENT ONTO PUBu~ muml~- - .
ALL REGIMENT SPILLED, CROPPED~ WASHEO' OR TRACIF..B ONTO pLIBUC RIGHTS-
OF-WAY MUST BE REMOVEO IMMEDIATELY,
8, WI-IEN WASHING IS REQUIRED. IT SHALL BE GONE ON AN AREA STABlUZED WITH
STONE AND WHICH GRAINS INTO AN APPROVEQ SEDIMENT TRAPPING BEWCE,
g. PERIODIC INSPEC~ON AND NEEDED MNN~.NANCE SHALL BE PROVIOEQ AF~
EACH NAIN.
CONSTRUCTION SPECIFICATIONS
Water quality should be considered when matoriole ore eMented for duet control.
~ - The site may bo epreyed until the surface ]8 wot. Tnb is copeoially effective on haul
raade and aocees rautee.
Stone used for oonetraotien roads is also effective for duet aontrol,
~ - A fence or similar barrier can control air currente at intervale equal to fifteen Ume$ the
barrier height. Preserve existing wind barrier*vegetation en much as practical
Maintain duet control mepesres through dry we~'ther periode until ail dlpturbed areas are et=bilized.
STABILIZED CONSTRUCTION ENTRANCE
NOT TOS~LE
CONSTRUCTION
1. WOVEN WIRE FENCE TO BE FAGOT=NED SECURELY
TO FENCE pO~TS WITH WiRE TIED OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO
WOVEN WIRE FENCE WITH ~ED SPACED
EVERY 24-" AT TOP AND MID SECTION.
3. WHEN TWO SECTIONS OF FIL~ER CLOTH
ADJOIN EACH OTHER THEY SHALL BE OVE:~-
LAPPED BYStX INCHED AND FOLDED.
4-. IdAiN~NANCS SHALL SE PERFORMED AS
NEEDSD AND MATERIAL REMOVED WHEN
'BULGES" DEVELOP IN THE SILT FENCE,
POSTS: S'i'EEL EITHER T OR U
TYPE OR 2" HARDWOOD
FENCE: WOVEN WiRE 14- 1/2 GA.
6" MAX.MESH OPENING
FILTER CLOTH: flL~ER X.
MIRAR IOOX, STABi-
UNKA T148N OR APPROVED
EQUAL
PREFABRICA~=D UNIT: GEOFAS,
SILT FENCE DETAIL
NOT TOSCALE
TOE-OF-SLOPE
'l J -.ERD^' ORIVE
PLAN .A~.Am PlA~
2"x2" WOODEN
~TAKE OS ~
BOUND
CUT SLOPE OR NEW
ENBANKMENT
(SLOPE VARIED)-
BEDDING DETAIL
~BOUND HAY rANGLE FIRST STAKE TOWARD
BALE PREVIOUSLY LAID BALE
STANE OR f~5 J NN [~ II \\ /
ANOHORING DETAIL
STAKED HAYBALE. oT TO DETAILi
NOIE:
THESE PLANS ARE AN INSTSUMENT OF SERViCE AND ARE TItE
PROPER'IY OF NELSON & POPE. UNAUTHORIZED ALIERATION$ OR
EROSION CONTROL DETAIL~
THE HERITAGE AT CUTCHOGUE
ClJ'rCHOOUE
~ NELSON & POPE
ENC~INEER~ · E~URYEYORE3
S 51'15'55" E
1,901.44' __
POND
S 49'47'45" E
273.68'
2-O
49'47'45" E
221.47'
400.00'
~ N 49'56'35" W
~
95.00'
GRIFFING STREET
KEY
N 49'.'.'57'25" W
Z
NOW/~D~_ MEIa.Y
LEGEND
I NOTE: I I ?°'"'" °~ '=°'-~"° . .,,~-o._.~ =ou,,.-.,-...,=w -,-o,..< ~.~
~E--~-LANSll-I£$E ARE AN INSTRUMENT, OF SERMCE ANO ARE 1lIE
7209 OF 1H£ NEW YORK STA1E~ EDUCAllUN LA
· I- -- 4l ]~/~x~-~'~.~[l~ ~.-,~ji~ b"7~ WALTWI'II~!.ANRO. It~D, yEL~,N.y. 11Z47-2188 IlaCAL~ .r,.~oo,ii
(
NOW/FORMERLY OF
BERTHA KURCZEWSKI
LP17
pROP
PROP
RES.
FFL=56.0
30)=
~ '
LP22
PROP PROP
RES. RES.
PROP FFL=36,0 FFL=36,0 PROP
RES. RES,
Fm~3~
~ 1.C
R=32(
32.5
12.5
1.0%
FFL=36.0
PROP PROP
RES.
FFL=56 FFL=57.5
ROP
RES.
FFL= ;:56.5
CB#17
RES.
'-FL=56,5
RES.
'FL=37.0
PROP
RES.
FFL= 57.0
R=255'
FFL=57, E
PROP
RES.
PROP
RES.
FFL=57.0
0IL AND GRIT
' SEPERATOR
(26) '
'E EDGE
28}
~ATER CIRCULATION
FOUNTAIN ,,
3GS#7
pROP
R~.ES.
37.5
PROP
RES.
FFL=37.0
(340
' 3o)
RES, PROP
FFL=31
FFL=36.5
FFL=36
~7.0
PROP
RES.
FFL=36.5
PROP
RES. ~
FFL=36.0 PROP
RES
36.5
RES.
FFL=36.5
OGS#4 (
PROP PROP
RES. RES.
FFL=36.0 FFL=36.5
PROF
~ RES.
FFL=37.0
PROP
RES.
FFL=37J
RES.
FFL=36,5
OIL AND
SEPERATOR
PROp
RES.
=36.5
WATER CIRCULATION .
OIL AND
SEPERATOR
LP28 LP29 LP30
pROP
RES.
FFL=36.5
CB#28
O 33,0
PROP
RES.
FFL=37.5
~,,,oGAD#7
/
RES,
FFL= 37.5
PROP
RE~.~
FFL=37.0
NOW/FORMERLY
DEMBROSKY,
STANLEY dR.
OF
NOW/FORMERLY
DEMBROSKY,
STANLEY dR.
OF
4O
;RAPHIC SCALE
160
( ~N FEET
812412006 ~1:~9:0~ AN, shaw
23'
PROP
RES.
FFL=37.C PROP
~) RES.
FFL=316.5
/
PROP
RES.
FFL=36.5
PROP
RES.
FFL=37.5
PROP
RES.
FFL= 36.
RES.
FFL=36,0
NOW/FORMERLY
BARSALI,
ALDO & LOUISE
PROP
RES.
FFL=37.0
R=230'
AD#9.,
PROP
RES.
FFL=37.0
A
RES, FFL=37.0
PROP
RES,
NOW/FORMERLY OF
SHELBY,
PAUL M. & CONCETTA
PARTIAL DRAINAG ND UTILITY PLAN C4_ ~...~: ~.
THE HERITAGE AT CUTCHOGUE o*~:
CUTCHOGUE
~ NELSON & POPE
ENGINEERS · E~URVEYOR~
LP29 LP$0 LP31
PROP
RES,
/
/ 1,,9(~1
4,1'
RES.
RES.
(~ PROP
RES.
FFL=36.5
DROP
OIL AND -GRFi'
SEPE'R'ATOR
]IRCULATION GAZEBO
NOW/FORMERLY Of
ZAHARA,
CHARLES J. & JEAN T. ~-
27~ 68'
S 49°47/P15" E
5 BAY
MAINTENANCE
GARAGE
FFL 55.0
EL:
u~
u~
0
0
0
0
,)-
VAULT
__ 40 GPM PUMP/,~ND FLOA'
TO M A,~iTAIN
LEVE~ IN PONDS
P OND
BOTTOM oF,',.,E. OND E:L: 23.0
WAT'E'~ClRCU LATION
F0i:~ITAIN
~ LP43
NOW/FORMERLY OF
STASlUK1EWICZ,
HENRY & DEBORAH
OIL AND GRIT
SEPERATOR
40 0
GRAPHIC SCALE
( IN FEET )
ON
WATER
H.W. EL: 30.0
S.W. EL: 26.0
CB#46
,.33.0
N
MH#23
30,74'-,,,,
0.62'
G 31.88
2,01
9°56'35" W
NOW/FORMERLY
QUARTICELLI,
JOHN & ISABEl
160
4 00~. O0'
PARTIAL DRAINAGE AND LmLITY PLAN
THE
HERITAGEAT CUTCHOGUE 2~
CUTCHOGUE
BY,
~ NELSON & POP;:=
ENGINEERS · SURVEYORS