HomeMy WebLinkAbout4.4.25 South Dyer Road & Drainage 4,
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A 661 SCALE 1-600' A
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RACKETTS COURT DESIGN.
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DRAINAGE CALCULATIONS.
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E ECHN.LEE ELTLGT. TUTHILL-SOUTH DYER
1"1 V Condon Engineering,P.C. MAIN KAD
A.=A'III EXIV"'11-LE"DISPOSAL FACILITIES
I'll S,AL,, ORIENT,NY
11 11 ITIll PRIll- ......... OF
R...TE THE CORRESPONDING ROAD AND DRAILACE PLAN ON'ILE
11TH Tll TIIN C111-11T.ILI 111INGHAL 1 4 (631�2&986(�31)� �651 NA
FINAL ROADWAY&
DETAILS
AND"EDFICATON,PERNNA,ADDDRAINAGE CONSTRUCTON, A:
DRAINAGE PLANS 3
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PROPOSED RESIDENTIAL END RACKETTS \\ co
10' WIDE
L BAY ACCESS COURT
STA E«]9.62 \
---- EL 8.30 \ GNP
s \� trp veled dirt road ED
S34-OWoo"W�:] 353.40' ----30' WIDE RIGHT OF WAY ri
u, -
DWELLING/ RACK TTS COURT 264' Tf S32'34'40"W'�
I': �� E �� -rLn
USES PRIVATE iWELL I 1 8'I t'oS 1�4g• 1e mIDE Rca gg• �4n a 00.16i Z 27' C
Lend nay o� Ln c,L p 4
lormenS ar. Ln ------ �' -� � - -� 4- — �`�' , Lo 4'- f_rr type
Stephen&CNarIotLA Wagn� 88 0 �\ F �9 I Uo v South OystBrr�me rvo�
k ^a o 31NGLE FAI0"
\1 DRAINAGECIALE RESIDENCE
C.SP
V'EESTI SHOULD ERN� S 1fi WIDE RCA ~v 16
SINGLE^FFNIILY1£-------R --- �� —/
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WIDE RCA
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Z RESIDENCE
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/I RESIDENCE LIOla, a m-nT�A m .�rt'b -
� � o 53234'40"W 35�' 200 vv cHT oR war ao'WOE Private Row
24
u, O N —UF__________ .......aLE\ oQ <w 1 on �.(ka5 Drainage
va to Row
6 .CE \ Easement
� _�36 A sW p-� keWA Ct-)
CONTINUOUS
M y ALONOUVEST
Vl (l 'O SHOULDERI
"i O
GARAGE ➢ � n.�
0 1 W
148' _\ 148' 148'
S32'44'50"W 4431111
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RACKETTS COURT PLAN
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DISi.1000 SEC.1T BLK.U6 LOT.fA.1
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RACKETTS COURT TURNAROUND PROFILE RACKETTS COURT PROFILE a N Condon Engineering,P.C. TUTHILL-SOUTH DYER
IALE - zouTr.l - zaur,x MAIN ROAD
s UEnT nl -s dEarc a 1'ss sigsnee Road ORIENT,NY OF
W 'W986(eGHOM1652
u a sal zealeafi tfiai)seaessl ra, FINAL ROADWAY& 3
,,., _• .x���-� _ °i`01 a fian�maadfiD�m DRAINAGE PLANS
EROSION CONTROL NOTES.
OLD ILL L NO,
SYMBOL svACNc vARIE SYMBOL ITDRAGE AREA AD SYMBOL v
�G DEPEND Nc AN
" Ex ST Nc FIND
_ x
CHANNEL SLOPE
®/ a
NCH sEOPr Rzn oR LEVEL SLOPE v DR F B =~w E u�,.. EFE�. w .,�,F
curoFF THE SAME ELEVATION
z ? 9. v
1B-IDS TDE //i ssa TGN Ps
r 6 DEEP NTER 4 sT FT GDA cR0 FvrGI p SCADS A HT �� DECIDE ore P r
GROUND LINE B MIS NOT OUTLET
ITEM e BEOOIWED .nMu�nor,.wEocvrsssxuLrRa�,wuio D U.TE'verEwc`ft!LY o wswm>E.[SF�SimIRF PROM, NO FNIMINr,EADIRI nTwrrnl�a,wT
IT
GAP
NE 9"MIN x SLOPE(FT/FT)
IIEN
CONSTRUCTION SPEICIFIACATIONSE�p FILTER CONSTRUCTION ANSPECIFICATIONS
IDE
lMAN
CUTOFF TRENCH 2 2
SIALL BEXSED IF SO 5 NOIN'T i0 IN iERFERE WITH THE ERIAL NOT TO SCALE DESIGN
BOTTOM 1r C AS 2 ENTS iRA'TED OFF R BEING,
OM A DISTURBED AREA SHALL BE CONVEYEDIREOCILYB NDTOEgN LET.
BRUSH OVEp STUMPS, LE IN UNDSTURBEI AREA SHALL CUTLET
AND
D
PROPER TIONING F THEW
RWAY SHALL BE (�2 THEW 0 LINE.c DE,ANp CR055ITT HE OR
BANK ON A,REST
RED TO
MEET THE
UPS AAOPECC FIEDLIT EINDEANpRMALRLE - UNDISNRBED STABILIZED AREA AT NON�RCSIVE VELOCITY_
INS OR HER GU LA ES IN IN WI L IMPE 1
3,FILLS SHALLGBE COMPACTS AS NEEDED
PREVENT UNEQUAL SETTLEMENT THAT FILLER FABRIC T AST ILILLLTNO
REMOVED D 'MOVED OF IG AS NOT TO INTERFERE OBSTRUCTIONS,AND OTHER WITH THE PROPER
WAULD CAUSE DAMAGE IN FILE CDEPLEIE YVATERWAY. IFITIGN A-A FUNCTIONING OF FILE SWILE,
AND CROSS
SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE CONSTRUCTION SPEC F C.QT ONS SEREOUAEDHTO MEETDITCH SALL BES TIEVCRITERXCAATEDOA SPECIFIED'EREIN�ANDDBGRAEER FREE
FIFF GONKCl10N
N WILL IMPEDE NO MAL LOW
1,STAB F SHALL BE DONE AD AIDS NO TO THE APPROPRIATE STANDARD AND A TONS FOR IEXETAT E PRAC TIES 1, STDNE WILL BE PLACED ON A FILTER FRED C FOUNDATION TO THE LINES, ILL HALL M A G ECUIPMENT.
TATN'
ALAN
,ALL
EARTH
REM.IEG AND NOT
NEEDED
FOR
CONN'U OF ON
SHALL BE PLACED OR
MULA,FORCHING MBEGANARTICLE' LES'THANPERCEOSEE'N A N.AN AND Si THAT
WILL N IN WITH FILE FUNCTICH] A OF FILE DITCH,
IT IS RECOMMENDEDU THAT,WHENECONGUIONSMPERMITF TEMPORARY 0 M DAM IS AT THE SAME ELEVATION OF THE TOE OF THE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW.
lATERIAl OR OTHER REINI SHOULD BE USED TO CREEP OF*ATER HE GO UUPSTRCAR
DAMTRE
11
3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO T T -1-1
B FOR DES ON SE El OF MIRE IFIN I I FT PER AEG THE*ATE-AY PRESENT CUTTING AROUND THE DAM. HE A OF` NULCU
EICELIOR SAINI SIR WIN IEEI NO IN'`HIN'ElNT`AL�ULDlN'TEMPORARY I AIRITERDTSTIHNE WHATTELIDEF.'RNILTIEAMADFARTE LplllET CHECK DAM FROM IIOTR F IEEG AND CASES ITU OECD LITED SHUT U_`"'-'A'A'
A STR UCL`RA L-VEIETA TIVE IRITEIT ON IC ENSURE THAT CHANNEL APPURTENANCES SUCH
AS PULSE'T
EN TRINIEl BE LO'
"A LINED
DR'NA AND AS SPECIFIED IN THE STANDARD AND SPECIFICATIONS IIJBILREAC E AN FX R CA BE FLOW ATALL BE CONSTRUCTED AS SHOWN ON THE CHECK DAMS ARE NOT SIBIECT TO MADE OR BLOCKAGE FROM DISPUCED STONE_ PEADDIC c a INSPECTION AND aREODIHRED eMAINTENANCE MUST BE PROVIDE AFTER EACH
STANDARD DRAI
FOR S,ESURFACE DRAIN MAXIMUM DRAINAGE AREA 2 ACRES. RAIN EVENT
_ E.DNBEyR,UA50�N.."M5,SE RAW_ ADAPTEDD FROM DETAILS PROVIDED BTU USDA-PAID,
GRASSED NuwT CONSTRUCTION
STONE CHECK DAMRTIAN
WATERWAY DITCH
To
AEAVEN SYMBOL SYMBOL CHIN 4
>e uMESH 6 M" s, PACEME
W/n x NT
C CONSTRUCTION SPECIFICATIONS TO
A ON LENGTH FEII� DIETER
n MOUNTABL BERM
N.t6 GROUND CLORi PROF LE (CRUCIAL) "ONACCORDANCEITTFILEAPP,OVED SON AND
TO GROUND. SEDIMENT CONTROLEAR ADD SPLIN UNTIL THEYARE PERMANENTLY STABILIZED ER TV _HN- .L arvw N1
HE RACTICES
GRHTNN F r Z APP ALLLIED AND MAINTAINEPIN ACCORDANCE WIRi THESAPPROBEDG EROSION AND
ER 1OMN SEDIMENT CONTROL PLAN,
EXISTINGTILL REU RED FOR VEGETATION SHALL BE 5TOCKPILED
o e"INN GROUND Irr I ON SITMEN IN AMOUNT
NECESSARY TOECOMPLETE FINISHED F ca OIL TO
TO BE FILLED SHALL BE CLEARED,GRUBBED AND STRIPPED OF
IIVF
11EITINABLE MATERIAL
PFR 36"MIN VFW PLAN NEW Il O'MIIN. FREA, IT PARE TV BPLACEMENTDOF SHALL
TOPSOIL CARIFIE TO A MINIMUM DEPTH OF EW -E, �E+�Fa.xEEECE.s
N' FENCE POST L
WOVEN
W/MAX"MESH S R lNlED TO REDUCE EROSION SLIPPAGE,
SPACING)WITH FILTER CLOTH MIN CONSTRUCT TION SPEC F CAT ONsSETTLEMENT 11HAIDENIE DRDTHERRELATED PRCONDUILLE,OBLEMS.FILL INTE DE TOED 1 MIN.
LOWr3aR
ETC
N ISTURBE GROUND -USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE IN A AN wI H LOCAL UREQUI REMENTTS OR CO ALL BE COMPACT _ -u eerzr,
A IL ALONE VALENT_ BE IT AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES
ALL
A MIN CAFPfiR INOGROUND.�4 MIN. HI EACH
MINI MuEN NOT LE S' AN 10 EATPPPLN)CEP ON A SINGLE RESIDENCE LOT WHERE A INTHICKNESS8 EXCEPT FBEE
THICKNESS C NESS- MT LEND
THAN SIX(6) CHE. PART
ATERIALSLESD BRUSH,OVIFA LANDFULA FILL MITERIAL SHALL BE FREE DO FROZEN
OCUS SDD DR OTHER FDREIGN OR OTHER INTERFERE WITH OR PREVENT CONSTRUCTION OF
sATISFACTORYYAFILLO CONCRETE WASH-OUT AREA DETAIL
0
4.WIDTH-TWELV
E ES FART MINIMUM.BUT NOT ENT THAN THE FULL F A AT
CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS DR EGRESS ccuFs.TwENTr-FouR(24>Focr IF srvcLE FROZEN MATERIALS DR SOFT, Yore RICHLY coMPREssBLE MATERIALS SHALL
ENTRanICE To SITE N w A w ILL
OR STA IRE FENCE
POSTS 0 BE FASTENED 5 CURELi 0 FENCE POSTS w IRE TES GEOTEPTLE ILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. t0. FILL SHALL BE PpLACED ON SATURATED OR FROZEN SURFACES.
PLE E HARDWO D. Th
DEVELOPMENT
ALL BE BEST FREE of SEDIMENT DURING ALL PHASES of
CAN- 11 ILL SLOPE STABILIZATION NOTES /
6 SURFACE WATER ALL suRFABE WATER FEowNB oR pYERTE
FLTER CLOT E sEcuREEr TO E FENCE'I IT TE5 STRDOTpN ASSESS BENEATH D TowAE
�SPACE EERY
za AT
TO
AID MD secral.FEN IN ALL BE wovEN IRE IMPRA T A A M NTa 'ILL BE PERMITTED
6 MAXIMUM MESH OPENINGTHEENTRANCE LL
SHALLCOUPD AND sPECF CAT pI Fore suasuRFACE DR E IN
nw
ENTPBLIWHEN TWO BECTON'IF FLTE` IT TR Hr F war RBITTER APPR v M TH "•" "`"` "s�' eA OY. . T� •=1/
ED FLUER CLOTH IN ALL BE ETHER FLTER x. M T R M v5 SENT E ore TRncKE alTa PUBLc c s G e'9
MRAF max STABLNKA T40 o APPROVE EQUIVALENT reaPPEo \�..
ATE
Y
RECORD T O W TH STONE FN H RA N CHILL BE PERMANENTLY STAB LZEOIMMEDIATELY FOLLOWING rmEa cTTwoo ou. e,aoor. 0%
6 WHEN WASHING A
.PREFABRICATED UNITS SHALL MEET THE MNMUM REOUREMET5 5HOwN. AN WHICHINTO AN ASTOCKPLER,A011OWAlEISINDSPOTAREASSHALLSHOWNTHEPLANS AND S.C.iM.:OIST.10005EC.1IBLK.U6L0T.1AS \�A
1,MANTE E SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN INSPECTION AND IEEE MAINTENANCE SHALL BE PROVIDE AFTER EACH ALL BE suB ECT TO THE PROVISIONS OF Hls STANDARD AND sPEGIRGA pN. Condon Engineering,P.C. TUTHILL-SOUTH DYER '3
STABILIZED _ a�.As sno,uN MAIN ROAD
REINFORCED LANDGRADING nss slganee Roaa
IS E CONSTRUCTIONITAYS- FLEa ORIENT,NY OF
SILT FENCEFORDFEE SPECIFICATIONS Ma CURB,NeG VOM1 11952
ACCESS W11 MaAA l631)29b1986(631)]98-2651 hx
wwLmaaaaa�ma Ug.a, DETAILS