HomeMy WebLinkAbout(1) Site Development Plans.pdf (1)VIIA��7HORIZW ALTERA�QN QR A',V TON 10 NRU VJR%SY r�A lrQLAT�ON Or SEMIGNI 72Q9 OF Tf�mra_,tWx srcr_�!��U�.ATMI LAW �2,j DISTAR(,TS SI�QM KE)TEON MM MPERV 04�_� n EX:VN�,Sl;�IJCIAIES ARE F-(\q A SFEV,,qC PURPOM AW ARI_N-�T V 13--V,%P TO Eo_1A0,AR,PROP'R-y UI-CS,01�FQ11 ERE",ON 01 M_NMS,(Nl CQRIJ:S OF MMI fMr1LFWMP -NE LANO 5UR�-_YOWS!NWD StAL OR EW�S9tD SPAL5"'AIL NOT 01�CONSV�RED TO FE A VAUD T RUE OQPY�W QERR-,OA1(*
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400 Ostrander Avenue, Riverhead, Neyq York 11,401
tel. 6511:27.21305 F,:m. 6311,21.01-44
mq 44,_ 0114
Ht:wqord N. Young, Lond 5urve�or
Thomas, C. Nolpart, ProfessflonaI Engineer
Povqlos E. Adorns, Professional Engineer
DRAINA&E rRl7r=RlA t CALCULATIONS
----------- Robert C, To5t, Architect
Robert S�romskt Architect
E
V = ARC, NI
V = VOLUME (CF)
A = TRI5UTAR-i' AREA (Sf=)
R = RAIN FALL ON) N
'111 S�
0 = COEFFICIENT Or RJJN OFF 6 X ROUN
i=Rcm�-rH[S t, iSvT I N,5,
t, I - EARTHNORK DATA
S
LO \UTL I tt POLE
TR350TARY ARI:-A NO.11
TOTAL EARTHNORK VOLUME
A = 56,4icl-7 5F 154,,121 0r �CUT)
ROOF- 26,250 S-F x 2/12 x 1,00 4,5-75 OF NOTE:
GN
&RA5S: 60741 5F x 2/12 x 0.10 1,012 CF VOLUt-IIE(5) ARE UNAP,�105TEI:;),
TOTAL VOLUME REGUIRED 5,��a-T OF
% VOLUME(S) ARE CALCULATED UTILIZIN& COMPOSITE METHOD
VOLUME PROVIDED! SURFACE COMPARI!50N(5� 6ENERATED 5-1" AUTOCAn TERRAIN
USE FRENCH VRAIN 'A'
MODEUN6 SOFTNARa
123" PIPE� 1,76 SF x 4-60 LF alO 01�= j , /I � -1 - 0
6RAVELt ((9.411 5F x 4&0 LF) X 0.40 U14 OF ,I - / ', �I I , I I ED lf
K
USE, LEA0HIN5 FIELD I.Ci
(10) IO' LDIA. x 5.00' L)EEF PCOL5 5,421 01`:�
TOTAL VOLUME PROVIDED 54-25 CE
r
TRIBUTARY, _U jjj A
.0 BOUNDARY tiXISTIN& V�ELL TO
A -7.2,426 SF go
BE USED FOR
ki
VOLUME_RBOUIREP. IRRI&ATION
PURPOSES ON,LY
ROOF. 50,750 SF x -2/12 x 1.00 5,455 CF
5TONE- 21,b&O 5Fx 2/12 x 0.60 2,165 CF L
TOTAL VOLUME REOUIREV
RETAININIS
AALL
VOLUME PROVIDEV�
USE LEACHIN6 FIELD 20
0C
V 10VIA 110 7-
(54) 10' 1:)]A, x 4�70' t�EEP FOOLS 10,11-34 OF & 9LD
DEEP 9100L-
5 &
LACK
TOTAL VOLUME PRO\/Z1E!:1 10,454 Cr IN VIN�-L C PRoP05L::D
L-0 1 1 ',, J, -
FENCE- Aso SUL
7
AI
U (�)
J`4H N
A 73,010 5F ij
(Y
x B26 o6
IZZ6, 11,--/ I
T20
via- INW& 5 9;
ROOF.- 517- x 2/12), x 1.00 4,516 OF
Vel YIALL 7
_F T20.00
5TONE; 41,785 5F x 2/12 x 0,&0 4,17,�I` r
B&GO _x -- 11025 yj
6RASS� 4,1:25 5F x 2/12 �K O�10 = &I OF 7� P�RZNr 139Z
_�4 FLOATING DOCK
0 15
TOTAL VOLUME REOUIREI�r b-764 OF 7/
L 375- tNU b�UNEBLEND
PAVEMEN
I �4_
'i VOLUME—FROVIDEZ).. rfpe-ON ROOF ASE
rom
U5E FRENr�H DRAIN '5' TA#I �_ . 1� -, I 'N
-76 Sr x 545 LF (501 Off I I fill T1. F To B202 6,90
V' FIFE- 1, �'NTII SIDE
ORAVEL: (16.24 SF x 345 LF) X 0.40 .2,51-T CF -A B&GO
Noj door
Q
V,I
V I
_rZr-TURAL PLANS
ONL
LO(�AT� T2
USE FRENCH DRAIN 'D'
NS)
0
PRO
)LT2 -00
18" PIPE� 1,76 5F x IaO LF 51-T CF`
X
6RAVEL: (15--24 5F x 150 LF) X 0,40 1,515 Cf= POSED
T
fit 80A V 7.50
S7'ORAGE 13 y
x,
USE LEACHINS FIELD 5.0 UIL DINO N
120) 10' DIA� x 4.25' 1:�EE�P POOLS 5,51& OF 2
01
'500 8F
Z 4,j C�
'70 CF L
NL_
(5EZ
TOTAL VOLUME PROVIDED _�05 T 01 6
U To
ARC,47SC LZAr-HI em
6
P�)RAL L -ept TA#2
T&BUTAR)" AREA NO.4
T I - D0MSpO4jT_ L NS p=0 T40
Z it SA-rHROO
NO @0)
A 100,1154 5F
0
X
I NL cArfON5)
09
ET
OS-2
VOLO-E REOUIRED.- door EN61NEER.'5 CERTIFICATION
'Ro SOL
ROOF- 24,500 SF x 2/L2 x 1.00 = 4,083 CF PoStD L 4t
TONE-. :275al _15F x 2/12 x 0,60 = 2,755 CF -ONT OrA71ON ffOR Okv TNG DOCK -BY GE "r THAT THE INATER SUPPL'T'(5) AND/OR SEAACIE
T20,.O RDS
NZL 7,30 1 HERZ ERTIF
TRIB DISF05AL
-Ta 5F x .2/12 x 0.10 815 CF to, _'tj'DH5 TALFBL&.72 4 SLOkT-R,, SY5TEM(S) FOR THIS PROJECT �NERE nESI&NED SY ME
5�JPA UTARY OF, UNI:)ER MY VIRECTIION� BA5EE) UPON A CAREFUL AND THOROU&H
x
TOTAL VOLUME REOU I REP 2kj�& Of= (f T20,00 H'OR VN7AL' BOUNDARY
AF/ ION DI57", T -T' OF THE 5011-o SITE AND &ROUNPHATER CONDITIONS, ALL
SIUD
VOLUME_FROIIADED� V
USE FRENCH nRAIN 'C' x FACILITIES AS PROPOSED, 0ONf:!ORM TO THE SUFFOL OUN 1Y
7,10 DEPARTMENT OF HEALTH 5ERVICES CONS17�p� STAND S IN
16" PIPE� 1,16 51- x :225 LF = 51q& Cr
OLD EFrECT AS OF THIS DATE
6RAVEL, (6.441 Sr x 225 LF) X 0.40 554 OF 7.20
x
9,75
PA CO/ �t7 APPARENT H[GH WATER
X
USE LEACHIN& rIELD 4.0 IE
-7,1i54 OF TRIBUTARY MARK IN COINCIDENT WITH
(211) IO' E>A. x 5.00' DEEF POOL5 BOUNDARY BULKHEAD
9c- door,,, VENI
TOTAL VOLUME PROVIDED E5164 OF x,
0
:)WTs
35o,
A Mf
N, 'IrOUN&, N.Y.5. L:-r-,. NO� 45al;am
x HOAAR
THOMAS 0. HOLPERT, N-Y.S. F.L. NO� 61455
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x ZL DOU6LA5 E. ADAM5, N.'r%5. FE� NC� 50a,�7
iz=r,
70
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EDGE OF MARSH
3-0O,T:;zzP -ir -,r ANZ) TOPO&RAPHICAL 5 VE' 5
RGPOS
r-HiNC, OFF -E RECORD�5, AND EOUNDAR UR
X MADE BY US, AND/OR UNI:�ER OUR DIRECTIOR
S r(:)rR Y
r
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PROP05z'D SOL M 1 . 1 11 11 . HOAARI:;� N, -,rOUN&, N�)',S_ L�S_ NO, 45aclS
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0
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7 �X E30AT 5T0RA6F_ 5UILI;�lN65
7,20
75� tl 100
"ACHT CENTER
(,�.aoj B9,35 RE�TAIN 923 CID el �111 1 111, V�
IJ=6�50 )NALL EDGE OF MARSH 5TRONV5 )o,
RI� 52 �v at Mattltur_�,-, ToNn of Southold
A
of
Ll (20) t%ACH .4 0 )HDp0j, Tt'
x -_1 - 00% 11 _14�4 Suffolk County, Ne�,,i 'iork
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7
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AiNIN kVALL '
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14
12
TRIBUTARY N 28 30- �90 N0N, MAP PREPARED IJUL 05, 201a
f,54 4'A
BOUNDARY roN or formerly
12 of)o^ or formerq PROP��ED x - - - Record of Revj5lons
2K 2
1:�enlse ZN14w, 00* '105eph Seth 7U50 ALLON Lf- TRfBUTARY x REV15ION 1:�A I E
VErsRoUND, 1 1
00 Noreen Mary 7Uso TANKS BOUNDARY § T�0_9 __!�OV. -20 2015
CA - NYSDEC JAN-�O2 2020
eubdIvIlsion Map of "Shore Acres, A �4 26
�z 505COLA RE51DENCE FEB.�1022q20
fHed on -January 5, 1-5114 as Map no,41 subdivie'lon Map of "Shore Acres" S-ANITARY 4 PRAINArvE JUL-!' 01, 2020
5�,,VHS NOLA#2 nEC. .2020
fHed or) January 3, 1,�114 as Mop no.-4� A�C_ 15
DOCKS It HPNM MAR- Oa�20:21
DOCKS MAR. 12, 202
MULTIPLE MAY O:j4,;�021
z MULTIPLE OCT- 15 20.21
40 0 20 40 50 120
JOB NO� 201-7-0165
El m0NVv-EN-SET MONUIAENT I�OUNr,) 5TAtr�5=-T AL=S�TAKE 70JND VA6� 2011-0165efte pIom 5 OF 115
(1)�NAUP.1QRIjW ALTERA�',ON(A A11W-�'ON 10'1415 IWR�SY*A V,'QtA7%0N� 7209 Cr THE N-W�Vft a-41L �A*-(�',DISTANM Z�--mq K�REqx rRm PRO-s-p'ry LmtE TO EX,5-Nn A;ZE--�*A—ECI�FIC FXt,�-IXZ AND ARt-N-�T V 13E US�P TO E,5-1A0LAR,PIROPi�ffty UXtS tA rOR M-C-V.4 01 FENCE-, (S�CORES OF'D�,aRV"'MAR 1,kQr SEWN(P -i4E LANE)5URWEY005 NKn SEAL OR EW81JS%E`,)'AAL P'�ALL NOT BE CQN=Ef�ED 1)��K A',,A-"g TRUE CQP,��(A)
N,NEArM KnECN S�,ALI RUN -,0 THE PERU*"*�OB!HE��RVEY 5 O�ERAArll AND M KID BEH4V -�)iE tOWIM0,W'VERNMMTAL ACE.NIV AND 1-ttrNM USTEn HERrON,AN:�-0 ASSWIEES EA7 VAL LENDINC;NS�-UVCK C%RTJNCA7GK5 ARE NOT-,qAAWtRA6LE-W-M-NIINAL N-mm-nNs OR Sunstwv4T amms, (A)-ME LOCAWN WtLLS�W),%EPIZ-,K9XS(S-6&CTS�P=8�CP�5HOWN��REM'ARE rROM NEED OETStAWIONS AND ER DATA MOU LllffiEpl,
0 Ostronder Avenue,Riverhead, Noyq York 11401
FARKIN6 CALr.,ULA71ON tel� 631177.2BOS fox. 631.1,21.0144
odm In@yoUn-3&nC31meer1r1g x�om
N
PARKIN& REQUIRFD oltq
51NI57LE FAHIL"r DETACHED IRE51:��F-NOE 2 5TALL5
OFFICE 2,102 5P @ I sTALL/1,00 5F - 21 5TALL5 Hovqord K Young, Lond eurvegor
MARINA 40 BOAT SLIPS @ I STALL/BOAT SLIP 40 STALLS Thornas C- �Nolpert, Professional Engineer
STORAOE = 16-7,445 5F o I STALL/1,000 SF 16& STALLS Pcuelo5 E. Adams, Professlonol F-rgineer
25 EMPLOYEES @ I 57ALL/EMPLOYEE 25 5 7ALLe Robert 0, T ost, Architeat
Robert S�romskl, Architact
70TAL REOUREI;� 262 STALLS
All
PARKIN6 PROVIDED
F- Ec" Ve�
'RIA 4 CALCULATIONS
5ANITAR"r DESI&N CR,l7E-
sivic yTO Ei.- C
4 5 ALLS
HANr�ICAFPED FARKINC
TOTAL PROV�DED 5'1 I-r-TALL5
NIPER KO G
t� U,
s 4)
�07[Lltt POLI� SENACvE 1;�E516N CRITERIA
EMENT ZONE ZONE IV
6ROUND�NATER MANA&E
A METHO5� OF )NATER SUPPLY FUE3LIC
ALLC�NA5LE SANITARY FLOY4 600 6Ft;�/ACRE
BUILDABLE LANDS = 15.5545 Ar, >< 600 &FDIAO 1�,501 &Pv
GP�
&
FRO-JECT 1;EN5ITY` 5EV4A6,E FLO^
BUILDIN6 U5ES 6RO55 FLOOR, AREAS (6FA)
M2��TIN
500 &PP
- T-
EX15TIN6
Of�FICE: :2,10,2 eiF a 0�06 &FV/5F 162 &FD
20,9'
Id MARINA� 40 BOATSLIPS @ 10 C�Fl:),eOATSLIF 400 6F`V
'T
5LI:�6. NO, Use &PA R (SENERAL INDUSTRIAL; 4,11105F @ 0.04 &PD/Sr- �416 SPO
1 5 TORY
I'(010 5F E30AT 5TORAC7E. 61,nO5 5F 4 0.00 &F17/51F 0 (5rn
RESIDENCE
2 STORY 0 &FID
BOAT STORACSE 101,1,q6 SF o 0.00 C
02 o7f=�OE 2,702 SF -5TORA&E (BATHROOM5)� 304 5F o 006 r5FID15F 15 - D
NON &F
I STORY &ENERAL INDUSTRIAL 4,qIO 5F erl
-Tr
I STOR"r STORA&E 12,410 5F j, X TOTAL DENSITY &PI
(lo
0-10
0
EX15TIN& V4ELL 70 , -- I r- "I,
( 4 ) STOR"r STORA67E 1&5 SF BE u5EWV FOR 37 DE516N CALCULATION5 SANITARY' 5'ISTEM NO'. I
(RECENTLY REMOVEI-�) -P
IRR16ATION
4 L
I 5TORlir 541 SF PURPOSES ONLY 174 U) EX-1511 N6:
CiENERAL INDUSTRIAL� 4,6110 eF a 0.04 C7PP/5P 6PP
U5 5TORA&E Z5
CIONCIRB-rE BOAT STORA&E-- 61�205 5F 0�00 6PD/5F 0 C711D
I STORY
STORA&E 10,7,5fv 5F RETAININ6
NALL
I STORY SOLLARz:>5 BOAT 5TORA6E. 101,11;6 57 @ 0,00 6FV/5F 0 &PD
5TORA&E 15,0715 5F -STORA&E (BATHROOMIS): 304 SF a 0,06 16 5PD
NON
T 14 6PI:)
TO I AL VESIISN FLOA - 2
1 STORY
22,425 SF "116H SLA V
STORA&E VIONTL PROPO.SED I/A OAT�5
—,NLL
Ae6 OUN,0 -LP REOUIR.Ev 214 CvAL.
PROPOSED U) USE CEN-5 A5 Mt:�& BY rUJICLEAN USA 500 6�AL.
�0 I%
�v
BL:)&. NO. U5F- 6`FA
�? ()�7 t LEACHIN&
'820� - q,- A'
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4'1,000 SP 'N A` . . .. . .
X
STOR.A6E �4.AINI?q --�-A- LEACHINe 6ALLEY SIZE:
C;� Gr XoLL B9
SIX" a: ' 'I
I �:-7011;11y T20.00 4.75'A x b.50'L x 5-00' PEEP 715- 5T=5kNA
5:2,500 5F V)<
R 32=
-TORA&F -Tq5 SF5AA EA�
100 8925 T10.25 USE 4 &ALLEYS g 315 SFSYNA
89 ki "AT
4 4U.UV 75 ING DXX
375- p,35- 1 /-11
END STONEBLEND SN CALCULATION5 5ANITAR,'�r 5"(57F-M NO. 2
PAVEMENT L DE51 C
0
BKOO &90 OF-HCF-: 2,702 5F ,@ 0.06 r7FV/5F 162 &PD
0 7 L F a 0 6f21V T LF 0 64:"o
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X r) , - 11 4) 3� 70TAL 1:�E:516N FLOV4 56.1 &FID
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4u 3V
T20,00
V1 I/A 016M
K
R.EOUIREP 562 SAL.
W
PROPOSED K
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USE CEN-7 AS MP67 5rFUJICLEAN USA 5AL.
Q T5
B1 B2 STORAGE 4
— 0 —y—
X 0 LEACHINIS
51
8UILDIN8 NO
EL=q,O 0.01 ELz (),S e
MIXEa"A
SAND 4 'FFEL X LEACHIN6 6ALLEYSIZE�
LOAM 0 —,21
0 60 3� 4.15'kS x 5.50'L x
LOAM 0
2,01 NO B;SL:,
PALE -745 SP5NA EA. SFSYqA
PALS 820,00 7 100 T USE 5 5ALLE,(5
5ROV4N BROAN �4
FINE FINE X Y, Vi Do
SATHROOH
5AI),V SAND -j
Szm FOR C�
X
door EN&INEERS CERTIFICATION
JI�IROPOSr - �� S2
�03� I Z.U.UU BOL
-r=-R IN "ROL PA FLOA'nNG DOCK I HEfIEBY CERTIFY THAT THE: �NATERSLFPLY(S) AND/OR SEAA&E
4CK I —N NZL 7,30
INATER IN FALE w I P RAMP
0"" 0 LokZR , D6F05AL SY5TEM(5) FOR, THIS PRO-ECT 1^ERE PES16NED 5r' ME
PALE 51,RokqN T20.00 2 1
I / 4 Z, T
91k -7 �""TION -AL </ OF, UNDER MY VIRECI ION� BASEI;� UPON A CAREFUL ANT2 THOROU6H
PINE I I�- I*
FINE, 5AkV D1 ALL
P-41 80.20 , I , - -I� --"z 1� , 5 11Un*,(' OF THE SOIL, SITE ANI:� &ROUNt;�NATER CONDI I ION5,
SAND (SP) -I — I .
P�, 4�'Of I � FACILITIES, AS PROFOSED, CONFORM TO THE OUNTY
(SP) I I I I , I -, , I - I - 0
1 0 2�N- T TANP 15 IN
nEPARTMIS I OF HEAL I H SERVICES CONSTRU
9.20 AS OF THIS VATE�
T202 ' - 1-10' ' , - I : , ,. � I., I I -- 0, -- �, 7.20
K75 4',
-LO'
%
X E-LEC 75 APPARENT HIGH WATER
n, I X
cc� MARK IN COIN00ENT WITH
VEN //r BULKHEAD
X 0-
4
IOU,
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X
q - — — 1 . 1 - 11 1 , 11 1 / ,, THOMAS C. ViOLPERT, FIE-. Na� 61453
X 7' '00�� - - -
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lit"
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NE do CERTIFICATION
5Oc--"GAA- NOj
IA'�- - ON V , Q-1�1 0
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75
500. EDGE OF MARSH THAT T457 MAP AAS PREPARED U71LIZIN6
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'PROP Lz I HEREE3"( CERTIFY
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t <- 1, - I I I. I"I &) MAnE BY US, AN1;v/OR UNDER OUR
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nov4 or formerly
RUS5011 Zellner 12 no^ or formerly (2) PROPOSED Record of Rev!51ons
2K
�Jc5eoh Seth 7u5a ISALLON X REV15ION LW'E
1��erise Zallner ASOVZC LP
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Noreen Mary 7uso OUN�-' TANKS
-sulDdIvIlsion Mop of "51hore, Acres" 1�i ic ------- -0
NYSDECI JAN. !22�202
A 505COLA RESIDERt FEB, 10�202Q
filed on Jonuorq 3, 1,114 as Map roAl subdivilsior Map of '"Shore Acres" 5ANITAR"r 4 VRAINAC-7E 020
�JJL-r 0 1_2
W filed on January 5, IcI14 as Mop no.41 5,CVHS NOIA#2 DEC, �BL�;020
DOCKS 4 HkNM MAR.�Oa 2021
DOCKS M65---, 12—2-1021
MULTIPLE MAY 04, 2021
z MULTIPLE OCT. 15,_20:21
9 .40 0 20 40 50 120
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(Typ') FUXCLEAN CEN-5 NOTE:PIPE LENGTHS FROM NEW 400 Ostrrnnder Avenue, Rfverhead, Neyq `r'ork 11401
T BOAT STORAGE BUILDINGS TO tal. 63L-II27.2503 fox. 651.7.21.0144
I RAFF'C, BEARIN& SLAB
(SE E= DE`TAIL_ TH15 S-HEE7,�� SEPTIC TAN K ARE THE SAME
S-0, 44'-0'
RISERS&COVERS WITH NEW 1 STORY BOAT
4�DUCTILE IRON @ 1,000% 4"DUCTILE IRON 1 ,
4- SAFETY LIDS 4"DUCTILE IRON HEAVY DUTY& 4"DUCTILE IRON @ 2-000%
TRAFFIC BEARING SLAB HEAVY DUTY& @ 1,000% @ 1.000% LOCKING CASTING STORAGE BUILDING NO.1
HEAVY DUTY& MFG BY TUF-TITE OR FIN.GRADE-,
LOCKING CASTING FFEL=10.00
HoNord IN. Young, Lond 5urve�or
LOCKING CASTING TO GRADE
APPROVED EQUAL AIR LINE TO
N - Thornas C. Yiolpert, Profess[omol EngIneer
TO GRADE RIM=9,6
FIN.GRADE- TO GRADE TRAFFIC BEARING SLAB RIM=9.4 f BLOWER -:nqfmear
RIM=9,0 RfM=91 Pouglos E. Adorns, Professomal E
Robert 0, To5t, Archfteat
Robert Strornskl, Architect
A�R LINE— NOTE-INVERT ELEVATIONS
@ NEW BOAT STORAGE
IE=7,50 [E=7,60 [E=730 I
IE=T07 I E-7 18 1 i IE=718 IE=7.33 5 1, VENT BUILDINGS ARE THE SAME
55O'Lx4.-T5'Ax5.001V 4A" N T
PROVIDE CLEA OU
LP-ACHIN& &ALLEY E 5ANITAR`Nr DESI&N CRITERIA CALCULATION5
FROM BOAT STOPA
SEE ::�E7,AIL FOR BUILDING N @ FACE OF BUILDING
METER BOT�4,40 CONCRETE DISTRIBUTION MANHOLE ON75 COMPONENTS IE=730 5ENA&E DIE516N CRITER1,A,
TOTAL Or- (4) &ALLEYS 51a 5FSYiA PROVIDE END CAP LEVELING DEVICE CONCRB7r= MANHOL15
MDL#SL-4 MFG BY TU F-TITE OR APPROVED L,_" 6ROUNDNATER MANA6EMENT ZONE ZONE N/
EQUAL FOR ALL DISTRIBUTION OUTLET PIPES 80,T=2.83 METHOD OF Y4ATER '55UFFLY = PU5L I C
DEDICATED HIGHEST EXPECTED HIGHEST EXPECTED ALLOAABLE SANITAR"r FLON 600 SPD/ACRE-:
15 AMP aREAKER GROUND WATER EL=1.40 GROUND WATER EL=1 AO 5UILr>ABLE: LANDS = 15�6545 Ar, x 600 6PV/AC 11,501 &Fo
600 6AL. I/A OkNTS
120\/ AG, 10, &OHZ, 15 AMP POVsIER SUPPL-f- I/A OAT5 NOTES FRO�JECT DEN517"I" 5ENA&E FL,O�N
#12--2 AY+;$i AITH 6NZ� IN I" PVc-, CONDUIT MDL� CEN-5 MF&� BY MUCLEAN USA
-N AT:V, , AN
MAIN EN-,SINEER, =UJ!k_,L77� N, LjS REPRES, T a 0 SC::?�45
5_=�RVIOE -5EN7AT�VIE5 S%I-4ALL OESIEIZVE! HE INSTALLA-rON OFF THE OATS AILIND RESIDENCE- Boo SPV
r 5',E F'-R I P
PANEL -EALHIN6 SYS'71TY, APPIRO',,/ALF�ROV, ALL 7HRIEE FIR:OR TO SAO<Fi_1 ! OFFICE� 2,702 5F a O.Orb 6FII:�/SF 16-2 &FV
#4 BAR5 �(70F) AND #6 5, ARS (BOTTOM) OF1 OUTLET H'i'01;�RAULIC, PROFILE 5ANITAR"r SYSTEM NO.1 MARINA, 40 BOAT SLIPS @ 10 6F1D/BOATSLlIF 400 6fll:�
:2. THE SYSTEM,, aTAR7 JP Al LL BE r_Ot-�FLE,E1.) LiNnEF" i HE D"RE-r-T CrENERAL INDUSTRIAL� 4,1`110 5F a 0.04 SPD/SF- �Cf& &IF0
133, SCALE-z 1 4' S�JFERI/1510,N o7 A P',._JICL;_!zAN USA REPREBENTA71\/E_ BOAT 5TORA&E. 6 1�205 S=1 @ OCO &IVV/5F - 0 C-,FD
`3 ;AEE-:N 7HE
AN EXEGUli ED OFIERA �ON AND MAIN i ENANCE CONTRA67 15E'r PIZOPOSED!
TRAFFIC, BEARINIS7 SLA13 (H20 LOAPIN&) 1,,,11A!4, -,ENANCE P4,10'ODER. AN�� PROFIERT'�' O�NNEIPI MLr-:17 BE SUB7111 7= TO E30AT 5TORA&E. 101,11;6 5F rp 0.00 C-PD/SF = 0 &FV
THE SL�O�: K COJN-`1e' T_>EFAR7WEN- Of= HEAL7,;4 SERVICES (SCDHS) pl� NON-STORA&E (15A THROOMS): 504 SF 0 0,06 SF`D/5F 15 &FD
4 TYPICAL REINFORCIN6 FOR, ACCESS HOLE5 'TO APPROVAJ.- Of` THEE �/A OAT-51 RE,5�115TRATION BY -14
E 50:�H,5 IN TOTAL DENSITY 1,016 6FI_�
SCALE. NT5 6ROUND SJE RHOMBUS A IF, 5LOYeR ACCORLDANCE �NlT�� AR7CL.;_= Iq OFF THE 5--U1F, =OL< z5ANITAI'p,` CODE-
CONTROL D551&N CALCULATIONS SANITAR'Y' 55YSTEM NO. 1
#4 BARS 0 12' EACH WAY PANEL
14'-01 -TRAFFIC BEARING SLAB &ENERAL �Nt,�057RIAL� 4,qIO Sr- a O�04 6FD/SF 1146 &FT.7
ELECTRICAL ONE-LINE DIAI57RAM
4"PVC @ 1,000% 4N PVC @ I�000% 4"PVC @ 2.000% BOAT 5TORA&E- 61�2055F a 0,00 &FIV/51F 0 &PV
F4
HEAVY DUTY&
RISERS&COVERS WITH Ii
LOCKING CASTING PROPOSED;
HEAVY DUTY& SAFETY LIDS AIR LINE TO TO GRADE EXISTING BOAT STORA&E- 101,lq& SF 0 0.00 eiPD/Sr- 0 SFD
HEAVY DUTY LOCKING CASTING MFG BY TUIF-TITE OR 13LOWER
#6 BARS 0 6' EACH 'NAY TRAFFIC BEARING SLAB TO GRADE APPROVED EQUAL RIM�10.8 2 STORY FRAME NON-STORA&E OATHROOMIEW� e504 SF 0 0,06 &P5VSF 15 6FD
LOCKING CASTING TRAFFIC BEARING SLAB-,., RtM=%0 FIN,GRADE RJM=10,0 BUILDING
FIN.GRADE. TO GRADE
TRAFFIC BEARIN& SLAB SECTION RIM=9.4 I/A OINTS
RIEZOUIRED - 214 6AL.
CALF: NTS lE=8,60 USE OEN-5 AS Mr-6 BY r-UJICLEAN USA 500 CSAL�
AIIR LIN ——— —
LEACHINS7
�10 IL
5 VE N� / 11% &FD 15 SPD/S�F, 151 Sf�SAA
IE=7,59 IE=7.69
61 FRAME 4 COVER- CAMPBELL IE=7.07 IE=718 E�718 112=7A2 HoLE FROM INTERNAL LEACHIN6 SALLEY SIZEz
FOUNDR"r FATTBRN NO. �00%,, OR 8.5O'Lx4.75'AX5.0O'17 EJECTOR PUMP
4.75'PN x 630'L x 5�00� VEEP 111.5 SPeV�A
APPROVED EOUAL� LEACHING, 9ALLE'r' 4�-O�
SZE DE7AIL �`CR UC-iE: 4 6rAL.Ler�5 @ '71.5 SFSNA EA� 315 5F�5AA
BOT�-4AO CONC,,RE� MANHOLE
CONCRETE DISTRIBUTION MANHOLE C;1s'75 C01,-1PONt-:N 75
ASPHALT FAVEMENT TOTAL OF (5) 6ALLEYS B,18 SFSV4A PROVIDE END CAP LEVELING DEVICE LPROVIDE BAFFLING AS DIRECTED BY VE516N CALCULATION5 5ANITART' 5'rSTEM NO. 2
�q m MDL#SL-4 MFG 13Y TUF-TtTE OR APPROVED ENGINEER ANDIOR REQUIRED BY SCDHS CL<15T N6�
EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT=2�92 134;L OF 115"DIA.HOPE DR9 FORCE MAIN L_
HIGHEST EXPECTED HIGHEST EXPECTED OFFICE: 2,70:2 5F a O�06 ISFV/5F 1(22 67PV
PRECAST CONC, COLLAR, GROUNDWATER EL=1.40 GROUNDWATER EL=1.40 MARINA�� 40 150AT SLIPS @ 10 6P0/BOAT SLIP 400 &PD
'700 C-AL� I/A OkST5 TO AL DESI 6N FLOlAi 5&2 6FL
I/A OATS
MDL. CEN-7 MF&� 5"r FUJICLEAN USA REOUIREP 562 6AL.
6" 0-LEAN SAND &", VEL USE CEN-1 AS MF6 a'i� FUJICI-EAN USA -TOO 6AL.
WrVRAULiC PROFILE 5ANITAR"r 5"r5TEM NO.:2
��ONTROL 5-ANEL �AO�JN7=> NOTE-. AL�-_ CONDL1175 I-EACHIN6
BETNEEN, PANEL AND RE0. 562 GFD / 1.5 &FAD/S'P� 5FSJNA
> STOPPER OR, END PLU6 —ON 4"x4` PRE,351LIRIE 7
`T`PIEATEC� ACOD POSTS REA-1,1111ENT TAN";', &Z
ALARMA_'ONTROL. 5EALED TO PREVE\T &A,55 LEACHIN& OALLEr SIZE-
BEIAER, PIPE PAINIE_ YPL41c,41171-72 LEA<ASE IN-O PANE�_, 475'Vi -,< a.50'L x 5�00' VEEF` 5FSNA
1"_ r-ON-ROLLER "A" AIR FOR, A:M COMMUN!GATION USE 5 6ALLE"r5 o 7q5 5F,5�NA EA, 5415 SPSAA
30' EL50�N EL=5.1 FIN. 6RADE rcil B11r 51JE RHOMBL)al I N5J� A7ED
0 RE,5� DEVICE,
�457,A\IT e� 0INER
EL=041 �=JR 6RADE ENCLOSURE USE ALAR� ./CCN7R0_' EN&INEER'5 CERTIFICATlON
PANEL ��,I�L#:045040
T
MATERIALS t JOINTS EOUIVALENT TO �NATER MAIN CON ROLLIER,
4" nUCT�LE IRON I HEREB"r CERTfF'r' THA7 THE YiA7ER SUPPLY'(S) AND/OR 5EAA45E
AATER 5ERVICE 5TANPARM�5% OF CONSTRUCTION AND PRE5SUI;PE TESTED
-BANITAR"r SEINER LINE
TO A55URE YqATBR, T16HTNES5 PRIOR TO SACKIFILLIN57 DISPOSAL 5Y5-TEM(5) FOR THIS PROJECT AIERE DESIC-NED 5r ME
OR UNDER M" DIRECTION, BA5EV UPON A CAREFUL AND THOROU614
A47ER MAIN JOINTS
57'Un( OF THE SOIL, SITE ANP 6ROUNIVViATER CONDITIONS, ALL
SHALL BE IC' MINIMUM SEINER LINE JOINTS SHALL A19;_1 -INE 70
FACILITIES, AS PROFOSEV, CONF!ORM TO THE SUFFOL OUN
TYPICAL CLEANOUT DETAIL BOT OF PIPE=5.1 FROM POINT OF CR.05511,16 BOT OP PIPE=53 BE O' MINIMUM FROM 01o�S DEPARTMENT OF HEALTH 5ERVIICES CONSTRU TANP, 5 IN
POINT OF CR055IN6 EFFECT AS OF THIS PATE,
FOR AREAS SIJB�JEOT -10 VEH�,,',ULAR TRAFFIC MATERIALS 4 JOINTS EOUIVALENT TO AATER MAIN
1,251, Hl;�PE vfzq 5TANVAR-05 OF CONSTRUCTION AKD� PRESSURE TESTED
SANITARY SEINER FORCE MAIN TO ASSURE kNAT5R TI&HTNE55 PRIORTO 5ACKFILLIN6, 15" DRAINASEPIPE
�2 TOP OF FIFE=IA0 TOP 01' PIPE=73
EAN
V7C rUJIOLE ,
ATS SPLICE BOX
CONTROL PANEL * BLOKE-ER
10,-0" 10'-0" SCALE- N7_5 N_"�5, L.S� NO� 455,15
CtFuptlean I- A ----------------------- kfi�)&Iean t, -at— HO�NARI
MIN, MIN, Mft MIN�
------- T440MAS C. ?4OLPER-T, N.Y.S. IFE. NO. &14b:5
CEN-5 JOINT JOINT CEN-7 JOIN7 JOINT DOU&LA5 E. ADAMS, N.r`.5, FE� NO. aoaq;
P Structural Drawing Structural Drawing i
SURVE"(OR'Si CERTIFICATION
14 ISCALE�j
?4ATER SERVICE/SEAER (FORCE MAIN) CR055[N& DETAIL SEk4ER LINE/DRAINASE PIPE OR,055IN6 DETAIL
N,Te NT5 HERE5Y' CE`RT1F-f` THAT TH15 MAP AA5 PREPAREZ> LITILIZIN&
OFFICE RECORDS, AND BOUNDAR'r' AND TOPOSRAP141CAL SURVE"IrS
MADE BY US, ANV/OR UNL�ER. OUR r,�IRE_CTION,
.2 -1/21 VENTILATION PIrE FOURE:7 CONCR'ETE NVER7
B CHAMBER
SCUM PArFL Vol�_,Lw'fe�)_
2 @1 Sedimentation Chamber 397 AA'�OE55 STEPS
Anaerobic Filtration Clnunb�r 396
-4
n2, AeTobic Contact Filtration Chamber 191
/,-RrciRCUL.ATII3N Storage Chamber 90 _Z
IT' VENTILATION PIPE / /,— —
CHAMBER Volume(gagi Disinfection Chamber 6 'A
SCUM RAFFLE AIR LIFT PUMP
�_c_dimentafion Chamber :1!�27�77 Q)
-4-ma- DISINFECTION Total Volume 1069
4 Q Anaerobic Filtradon Chamber 271_
CYLINDER (OPTIONAL)
a ic:Contact Filtrution Chamber 127
4' INLET PIP
ECIRCULATION er R
MR 'Filling Rate
'AIR LIFT PU 05 Imber 4 1 4 JA Anaerob c M edia PIP PE ji 32%
I'!
USINFECTION 4'-RP CIE I I Board Type Aerobic Media PVC/PPIPE Fil ng ate I 1"Ib
___1 Total Volume 749 MN15HZED &RADE
CYLINDER KOPTIONAL) Aerobic Media pp/PE I Filling Rate 55%
HOIoSARD K YOUNS, K'1'5. L,5, NO, 45aqa
Blower 2.8 cfm Al;�_U'ST TO S1:P,,ADE A17H, REL�
4' INLET PIP OUTLET PIPE 7 BRICf�, 4 MOR-,tAR (\11UL OF
01J1NrR1r, 0, 007C, OR E
SPECIFICATIONS _$�FFLUENT rank FRP
4A i AIR LIFT PUMP
A Anaerobic Media PIP/PE Filling Rate 32% INLET BAFFL a VIIAX� OF 15)
121) Piping PVC/PP` PE
Board Type Aerobic Media PVC/PP/PE Filling Rate 16%
ic/Cait Iron
i i t�4 BARS
Acroblic Media PP/PE Filling Rate 57% 01 z —
Disinfectant(OptioMal) Clilorine Tablets PRECAST
N W 0.0,E)NI. BOTTOY
Blower 2.8 cfhi TOq:1 SUC710N - f30AT570RA6E: SUILDIN65
'---EFFLUENT 71�
`A` --A'IR INTAKE
Tank FRP r
INLET BAFFL- AIR LIFT PUMP Ll� I!P, � E 1
3 RECIRCULATIUN PIP I-FLOW BAFFLE r�0-17 RENTiAL REINFOIRGEVEN7
T Piping PVC/PP PE �CLEANING DPENINIG� 0.1� S10JN./=T, 01= I_"EU5`H7 5TRONV5 *i0'*A0f4T CENTER
FLOW OPENUNG (TYR B Lj
ccess Covers Plastic/Cast Iron I
Disinfectant ir 11! 11 1 Chlorine Tablets PLAN VIEW =RE,-'AST at MattlituCk, T,D�Nn o� Southold
V) SE A L,I NO
RECIRCULATION PJPE�_// �fwW BAFFLE ],�_112' AIR INTAKE B�� Suffolk Countg, NeI,-4 'T"ork,
(CLEANING OPENING) 7YL
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DISINFECTION S7EP
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PLAN VIEW CY,ci
18* MANHOLE (TYP7---\ IS' MANHEILE (TYP) 24' MANHOLE (TYP
24- MANHOLE
,--I)ISINFECTION X
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a CYLINDER tOPTIONAL) PRECIA I <
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----------------- 57' iN I L CE �N
CONTACT MEDIA
OARD TYPE THE 7-1 ZLD�
C13NTACT MEDIA MAP PREFARW JUL. 05, 201ey
...............................
-.09- —1 FLEX0LE SLEEVE Ra-cord OF Revisione,
0-5 YONOL17"110 AL BASE SLAB REVI 51 ON DATE
ECIRCUL4TION SAR-15 &` 0_,�,.E.A_ T OF
-HASSEMBLY RE�N EMENT i0_5�NYSVr=11t1:f_ _1�2_\/, :2-0
5�1 5� 01 NOTES: N"rSDEC, �_JANO2 2020
ECIRCULATION 505OOLA RE-SIVENCE FEB. 10�:2020
ASSEMBLY 1. ALL MANHOLE15 SEOTION5 SHALL CONFORM TO A5.F�M� C-4-75, LA7"E5T RE\45ION STANDARD 5PECIFICATION5 FOR,
2) SANITARY I VRAINA6E :2020
4-4 4'- 1 4-2 (12 PRECAST REINFORCED CONCRETE M,,14. 5ECTION5� S�5HS NO1A#_n
2- MANHOLE RISER SECTION TO BE FURN64ED IN 1�2,5 OF, 4� HEISH75 AS REOUIREn, DOCKS s, HNM MAR. Oa - I
03 3� MANUFACTURER TO CERTIFY THAT MANH,0LE5 OELIVERfED I-It-t-7 ALL REOUIREM15NTS Or-- SZ.D�P^. 5Pi DOCKS MAR� 12, 2021
MEDIA 4, LOADIIN& TO CONFORM 7 AA5HT0 H-20 LOAD1W_- MULTIPLE MAY 04, .2021
ERUBIC MEDIA 5, REBAR TO CONPORM TO ASTM A-6IS-50 F:s=60,00OP51 MULT I PLE 00T� 1�5� 2021
--AERATION ASSEMBLY 6, AELVED PYRE ME5,H, To CONFORM To A,5:T,M, A155 Ps=&5,OOOFSd
ffAN
'T�
-7. CONCRE7= TO BE 4,OOOPSI a 26 DAYS
ERA]ION AS-SEMBLY b. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP t BOTTOM STEEL,
:t 5cole: AS 5HOkNN
7*rPICAL SANITARY 5EPNER MANHOLE DETAIL J05 NO� :201-T-0165
SECTION A-A VIEW SECTION B-B VIEW SECTION A-A VIEW SECTION B-13 VIEW N75 DA6, 2011-0165-51te plor OF 15
(1 OAUP'QMZ�D ALTERA'�ON OR ADD;-,,I I IM SIII�,1 1 11111 Or SECTON 7209 r�TH�NEW tRK E!DZXA'r10N LAW (14 DIS-IANCM S�O*kEPSOIN FROM PRIDVI-R-`�UN--5 tO 5,��,NC 1-TRJOIRM ARE'-,*A SPEVIC PIJV05t�AND AR�W-,-RI BE IJSW,TO�SIAS,,�m PROP. �t
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1 HEREBY CERTIFY THAT THE VNIATER 5UPPLY(5) ANP/OR 5EV4AC7E
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OR UNDER MY DIRECTION. BA5ED UPON A CAREFUL AND THOROU&H
5TUDY OF THE 501L, 51TE AND (9ROUNDV4ATEP, CONDITION5, ALL
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DEPARTMENT OF HEALTH 5ERVICE5 CON5TRUC 5TAND 5 IN
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0 HOY4ARD VNI. YOUN&, N.Y.5. L.5. NO. 45ecl5n
THOMA5 0. V40LPERT, N.Y.5. P.E. NO. 61455
POU&LA5 E. ADAM5, N.Y.5. F.E. NO. 505,17
SURVEYORS CERTIFICATION
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