HomeMy WebLinkAboutRevised Site Plan Rec'd 9/6/24 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LI1,ES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INK A ED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY. CERTIFICATION INDICATED
HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY r5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSrGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)4,CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
400 Ostrander Avenue, Riverhead, New York IIQOI
tel. 651.727.2505 fax. 651.72-7.0144
odmin®youngengineering.com
N
/'•/ Howard W. Young, Land Surveyor
I I DRAINAGE CALCULATIONS Thomas G. Wolpert, Professional Engineer
Lot 1 1 I / Douglas E. Adams, Professional Engineer
A45 A46�_,i•• Donfel A. Weaver, La
nd d Surveyor
CMF - - - _ /L' A=AREA OF TRIBUTARY(S.F.)
- R --- RCF /
R=RAINFALL(FT.) SITE DATA
I / C=COEFFICIENT OF RUNOFFos
CMF
Lot 2 I RCF
f 1000-47-2-9
1 I I / Aaa� VOLUME REQUIRED 2-9 * SCTM NO. 1000-47-2-8 Q. FT.
I = 9,0555
S W � I � W / / % ROOF: 1,068 SF x 2/12 x 1.0 = 178 CF * SCTM NO. 1000-47-2-9 = 10,351 SQ. FT.
now o ' V = I `~ CL I VOLUME PROVIDED * SCTM NO. 1000-47-2-10 = 2 944 5 . FT.
I r formerly I L o I / _ - Q
10' DIA.x3' DEEP STORM DRAIN - 205 CF
L �' I L / / �A43 SCTM NO. 1000-47-2-11 = 37,912 SQ. FT.
I I Douglas Dwyer Eileen Dwyer u o a 1 I
now or I I
formerly o I I SCTM NO. 1000-47-2-11 * SCTM NO. 1000-47-2-12 = 22,339 SQ. FT.
Joan Miles Lot 3 I I m
' I IPF 1 FRAME I a h i FRAME now or formerly / II VOLUME REQUIRED * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT.
/ FRAME Thomas R. Shearin& / / :A42 ROOF: 11,302 SF x 2/12 x 1.0 = 1,884 CF * SCTM NO. 1000-47-2-14 = 70 070 5
/ - -��- RCF o1 616 SHED N89°53'40"E a , Q. FT.
I N _ 182.00 MPF Wanda Sue Shearin t� O yt
cMF ^' IPF G28 /: VOLUME PROVIDED SCTM NO. 1000-47-2-15 = 88,340 SQ. FT.
I Y 77 " b' 627 MPF ..-.._
-` (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF
-- .... DI
#1 Q /A4Y SCTM NO. 1000-47-2-12
now
or formerly Lot 4 a / _-•� -------" #2 Q / VOLUME REQUIRED
/ 1 Revocable
Family G25 -- #a #3 O / ROOF: 2,306 SF x 2/12 x 1.0 =384 CF
- cable Trust � / PARKING DATA
� - � � Ed now or for VOLUME PROVIDED
M
' #5 W 0 0 D S 24'DIA ward Jur merlY
/ TREE Q' A4o 2enia&Jean T.Iii Burde (4)lo' DIA.x4' DEEP STORM DRAINS = 1,094 CF * EXISTING PARKING TO REMAIN = 31 STALLS
FRAME 71� / SCTM NO.1000-47-2-14
I SHED SCTM NO.1000-47-2-15 26'DIA 24'DIA
n PROPOSED PARKING = 19 STALLS
T /•- OAK TREE p `�. / SCTM NO. 1000-47-2-13
- --- _ / • - o / VOLUME REQUIRED * TOTAL PARKING = 50 STALLS
Lot 5 \D/ oNc 11,/M N / •� ROOF: 2,306 5F x 2112 x 1.0 = 384 CF
/• c FrA[ A39
1 eu ovFR sroNe q38 VOLUME PROVIDED
il'DIA 42, �13.1• 1 SHALL �� �/ Sow jrr�, 0!1 (2)10' DIA.x4' DEEP STORM DRAINS = 547 CF
LANDWARD LIMIT OF _ BEECH e ^
I FRESHWATER WETLANDS AS �� '6
I nOW DELINEATED BYCOLE #6� ;SD l °� 11 0, �° M 174,98'
1 I or former) ENVIRONMENTAL ON 06/25/22, �/ o'� A37
vi Jeanne Y UPDATED ON 09/OB/23 / 12'DrA "�n o 6.0, °t\! SCTM NO. 1000-47-2-14
I J. DeFranco -�G2a TREE &s� SrONF tc) ti O
m 19. .., M _ VOLUME REQUIRED
I i Lot 6 -_\ #7 M 18� _ DI of /• SCTM NO.1000-47-2-8 ROOF:4,856 SF x 2/12 x 1.0 =809 CF
_ A E
1 00
` 623 /-� �i'/ GARAGE S1o/VE 1S N80° A36 MARSH -� VOLUME PROVIDED
"� /- 1 , rA[L o 55'00��W •1t m (7)10' DIA.x4' DEEP STORM DRAINS =1,916 CF
OL �_--� - 7'DIAt� 12'DIA /' �1 -\ �A29
I C EEC BEECH i
/ . oN a 24.6' _ 187. ' 31 A30 c
a0'DIA 1 _ 21 - -L cs� SCTM NO. 1000-47-2-15
1 N #8 O MN
SrgLL � �II.O'
�- d __
OAK° \ 16'Dra 1s.o. sHONF Z r1.o' H r J A35 -.-y •- E h \ VOLUME REQUIRED
0 ROOF:994 SF x 2/12 x 1.0 = 166 CF
Lot 7 - � O ONC \ BEECH o_ 4,t� 6,r � -. A28
I I a now \0 W/MfT\\ a e o e M 96' ° ``m "' /��t 1 z cs
Nickolas f W nerly 622� 7'DI v&[ a 6; z�N 1 SD : SCTM NO.1000-47-2-9 A3z_ 1VOLUME
1 _ _Ashle .I�#10 TREE B CH co1g1 / 3Lr) a L / 10' DIA x8R DEEP STORM DRAIN =547 CF
y Ja& 10'DIA BEECH 14' R I 36 m 24.8' N
i _ y Perkins FRAME #13 #14 16'DIA I CONC.yVA� _�` et O
- SHED 2.8 ! #12 15• TREE SDI B Cli I Cps �° Tr0 N80°55'00„ yA34 CEDAR 0 l- � /'\\ _CMF .,P -6!! 2 W \ 14 rPECS o i ISD/ EXISTING STORM DRAIN
I IPF •y = #11 #16 TREE BEECH O �� 9 j S ° 0.17 -6 77_ A33 .-,
A,
Lot 8 ( R -#n 21'DI tifo� . �, 6- �'� sronle Sc NO w tNOTE
26 ,„, a
IPF - #23 .-j/#18 AK �P y i O 4yAlK- 5STAus 1000 47_ '�_ '
2-10 0o
#22 / 5'DIA /L e v.OJ�2'a�°o �O� ,i ti UNCp 47.59 .-,
1 #21 #20 �/ BEECH �i o �, o , �'� S� _� b\ WOF \._ SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE
�3 OWNER.
I 6 E I #19 GRA55 �OL�y�y�AS b S NP \ x'P� �6.9 g O N80o�JC'OOr,`/`/ STONEC\j CONC./�/RBG \ A25
r .1 f� N
/. o'DrA / /,0P� .� st9 c'- 167.7 '
_ BEECH �0 6 P
GQ �bb��c r('dr rd. ,!�Q� � P��y 9 r' Vry M CC AD � -- _ - IPF \�A24
now or former) BEECH co I_4.5' j �QP�yt' �� CM 5 COI P 4) to S ° DI
I G) ONC.PA q q 80 55'0 1i
Robert Eicher Y 00 9l �' OJL�b1 60, ',gi' ��. W/AC UNIT STy IPF O E CONC. g' \
WOODS a23
Lauren Eicher ° `�� F�, bo.��' /,/ ti�,� 1.6' Q 4s 39.83' F 12srAL[s
I I 8 O ,' > 16.5' w TIMBER 14 ATE 189.49' I -
° 'o � � WALL •66
Lot 9 OAK �' ,' 1 9- 7.5 N 3 STO E /
I WDF 20'DIA ' i' 'C 0 �' LO 2.2'S v w I
1.1'E NO r . co
I �--- PAR z1'Dra oAK ��� 16.0' S N o o
n01V - SIGN
\ ^e WOOD DECK
KING OAK° �.' '6 m �w 99.0 A22
P or formerly 0.81W (TYP OF N 20�DIA i'T 'gym N \ M ..w GRASS 20.�' 99.8' t^
I Patrick Benciv " b� 21'DIA EECH ,� �i s• ' 23.4' .r •6 17.8' o :o / I 1
enga 3 OAK /'oySP� i CONC.PAD BRICK .�-+ 3 0 18.5' is 1
1 CLF �' ' -
I i OP , W/AC UNIT q _ ° 17.9'
00 2 43.3' v M w I A21
i I
i
Lot 10 �� yC° ,i l SD CONC. N \5D/ N 3 3 4.0'^� I
L - _ - - - _ - - ------ - COVER
ET L WOOD DECK 3 a I -
I COVER N I- 69.5' Z�
6.0' M CONC. �w
-
_ WOOD W/META O
IPF Lot 11 a 9' NP dF, pRF o DECK it 22.6' COVER SD
- 6 d 36.3'_ / 1 °D t / 00
^ jN a 15 / 16.3' �� O a
00
0 / �'�30.6' _� 18.0' L10 FRAME N 6.2' - n
I ; PROPOSED STON �� / NP 1 j 3.2' N w BUILDING 2.1� I2.5' \SD/ 0 4 N < I r20
E / ° m zoo o t SURVEYOR'S CERTIFICATION
I P _ _ WOOD N N H
_ PARKING AREA \ ' °° DECK o N N o m �, Dt
1 _ - 19 NEW STALLS \ ,��,0 O CONC.PAD 19.1' 19.9' 9.0' .3 m ^ tSD% LU w / WE HEREBY CERTIFY TO SILVER SANDS HOLDINGS I, LLC THAT
0, W/AC UNIT •° v Q * 3 A29
O CoNC. LO RO
U) W/METAL I THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE
I I now Lot 12 vat' �I COVER
0° N I - FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE A�SOCIATIO OF
or formerly / ° 2.a' 1a.o' 0 PROFESSIONAL LAND SURVEYORS. , N, 4
I WII11Q M 32.1_-- d i)12.7' N ti
Noel A. eI& Z 18.4' 5.8 9.7' v
Eins 2 -' SCTM NO.1000-47-2-11 -c i,•,
1 Rapisarda / ��` w z o FRAME 11.9' w
ly
0� �� GRASS M 8UIlDING p O (� i !,
o
I / Q �O N - 18.4' v 3 v t SD \ O I ,','T �., '� .,•' 'ti`'
A "m g N WOOD' W c l sD \ �� Al2
Q- O v
18.2' -9 - -� � c1 A13�i
I `�--�_, / P Q� --in 2T _ - v�a (V Al 1
12.5' \ "�� z0�> :-I I 8"\ -�7 A15 A14 .._.��
m 1 191,_'i SCTM NO.1000-47-2-14 _ ^'1 0 _ o I -�\ --•�.- �/"
sr) / SCTM N0. " o ;SD
\ 3 u) I -\ A16 . .O(-
I
_
a T� i\ MTAL 1000-47-2-13 CT 3 sD / PR HOWARD W.YOUNG, 5.1 5.N 45893 d ,
CONC. Cr' N� �� 20.4' I } �\' �'� �
N 1 I SCTM NO.1000-0-2-15 GRASS � w/COVER O 2� / 20.3' 131]•4W 1.7 1.5' �--v F I \
/ 5 M NO.3000 47 2-12 t
I 22' / i w4.20 V) m FLAGPOLE
N now former) / `m : ° -
i I _ h 01' / �' a GRASS N WOOD DECK 72.7' o �°
RIC Y Lot 13 / CONC. 17.3' 2.-6 N -
a: 1 and Steinmuller WDF / �' W/METAL FRAME r O 20.7' ao 39.8' T _- - h _ Qq
-
I 1 & Cat y Stein1 ulu a 11.1 I`30a' COVER $UILDING� 569°08'29"W !c� "' - R
24.0' ' 42.4' TW13 .-
r - _ ------------------- •- C V SURVEY FO
I I - N E N c w 10.9' 29.15' -" l - -- -- --
rpF 17.0- o FRAM o H �' °° M BATHERS LAND
'w BUILDING;p i 8.8 17.2' o u l a- TW11 -. •--
_ FRAME \ 581 21 16 W CONC.VALL AREA=4,357 SF _ _ S E P 0 6i 202�
2:P. r� TW12 I I SILVER SANDS HOLDINGS I
'L.9 O^'_BUILDINGS ' ,
i - Lot 14 a w �, 3.0' S. z4.o' \I 24.93 i-• C
Q o u.o' t 5.93 _�-- ° �� o� Southold Town
za3' , t SANS T,t,B 584 11 ib W a m at Greenport Town of Southold
�S� \ o \ Imo 2 TW9 0$�5.-�• M Planning Board
-/ \\ \\ \; wOODBULKHEAD T�,6 -_�tl--_- 8 4, _ 1 ` Suffolk County, New York
3.7= / AWNING \\ C'° o\\ .. - -- 'V,�°16 4 07'\ TW10_5��056� •/ TIE LINE ALONG APPROXIMATE HIGH LEGEND
I I WDF 28.2 W000 DECK / - � NO W PAL O.W A� Tw5 t" // `� � - WATER MARK AS LOCATED ON 10/29/2021 CIC =CAST IRON COVER SITE PLAN
J \ \ CE =CELLAR ENTRANCE/ I (14sEArs) /// \\\\ co t _ CO
' \ _ _ CH -CHIMNEY
Lot 15 Wool) \ - ,o o .= _-
_ \ 25 1 W CLF =CHAIN LINK FENCE
e DECK � �� � \ ► 7
1 0 SEATS) N \`` ��� \I TW4 i ° ~
_ 5� z r CMF =CONCRETE MONUMENT FOUND 1000 47 2 9
� 1000 47 2
;m �� � 2�' � 573 1� N88°13'37"W •
o ; / (28 SEATS) . \.o 60' �/}' V`� 29.30� CMS CONCRETE MONUMENT SET 1000 47 2 10
N \0 w Y . vor 05'
LANDWALIMIT OF 17DALCO CLEAN OUT 1000 47 2 11
N O 3 `.\ / `� ' \\ j•2 a 512 WETLANDS AS DELINEATED BY COLE 564°38�07"W
1 \ CP =CONCRETE PAVEMENT 1000 47 2 12
N WoiZ I ___ ' \ 3�0�`0�' ENVIRONMENTAL, 26.48' CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 13
° `�t._�r�- \ A3 '- 5��o4j� aaN.2oz2 SWIMMING CSW CONCRETE SIDEWALK 1000 47 2 14
C m
DI = DRAINAGE INLET County Tax Map District 1000 Section 47 Block 2 Lot 15
o p o \��.
/ m °s. \ _ / 5D`'l'�1„� AREA EMIR =ELECTRIC METER
EOP =EDGE OF PAVEMENT
/"31 IPF =IRON PIPE FOUND MAP PREPARED
p,cs wrF o00�Po / / Fj°22`�J6 \ \ MPF =METAL POST FOUND FEB.22,2024
OL =ON PROPERTY LINE Record of Revisions
or Hof or�r\r o.6'E �N /b3`` 56 FLOAT LINES PRF =POST&RAIL FENCE REVISION DATE
c Y
1 RCF =REBAR&CAP FOUND MULTIPLE MAR 01 2024
��� J ��Po rw1 Tws a°�• ��°21 RD MAR.08,2024
=ROOF DRAIN PARKING
RO =ROOF OVER SWIMMING AREA MAR 14 2024
\p g g ,1�� 0�2
ANGLED PARKING
SD =STORM DRAIN MAY 02,2024
9 1,Z WDF =WOOD FENCE
MULTIPLE AVG.01 2024
5� S79°51'17"W / 150 WMR = WATER METER MULTIPLE SEP.05 2024
25.99' WSF =WOOD STAKE FOUND
W
W55 =WOOD STAKE SET
0
m ` )) =UTILITY POLE
= FIRE HYDRANT 40 0 20 40 80 120
0
i< • =END OF DIRECTION/DISTANCE
Scale: 1" = 40'
rUPLA2 =WETLAND FLAG&NUMBER
JOB N0. 2021-0267
DWG. 2021-0267 sp 1 OF 2
(1)UNAUTHORIZED AT RATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED
L E
HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
400 Ostrander Avenue, Riverhead, New York IIQOI
tel. 631.'12-I.2305 fax. 651.721.0144
4
22 #21 � 3 �
admin®youngengineering.Com
N DF 420 #19 •
3.6'E - - - / 5 mq �4�� ��
Howard W. Young, Land Surveyor
Thomas 0.
ert, Professional
Douglas E. ms, Professional Engineer
ircer
b J'14.5' Daniel A. Weaver, Land Surveyor
P�Oti��
ti� 1 I ON 5 SLOPE
�o �, J, �J ,Lb. 6C MAX. NOTE
ems.
Aye �� ti CAST IRON FRAME b COVER F
OME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THEO � CONSTRUCT SILT FENCE
O C�, pGAMPBELL FOUNDRY, PAT. NO. AROUND ENTIRE PERIMETER NER,
Pv-r 100-TO OR APPROVED EQUAL 7
OF STOCKPILE
S NG ON INSPECTION POOL ONLY. x
Lot 9 Hy ANT smi GENERAL POLLUTION CONTROL MEASURES
WDF / I STOCKPILE
1,1'E POOL EQUIPMENT. WV / #6 i GRADE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL
_ / STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND
SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE
� ENCLOSURE /// 5 / FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION:
SURE Tp °
1.
REMAIN SHALL BE PROTECTED(BY
WDF 'y � ` BE REMOVED S A� 1 I / INSTALL TION OF CONSTRG VEGETATION UCTION FENCE OR OTHER APPROVED MEANS
Q $'WSUL, TD / 5// _ _ _ g $ g _ �_ _ AND SHALL REMAIN UNDISTURBED. )
RELOCATE ON s� / GONSTWK.TION NOTES
t �» ENS` / / 2.CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE
S TOCKA D E FENCE G) ENT RA j� L / �� g I.PROTECTION OF STOCKPILES 15 A YEAR-ROUND REQUIREMENT.
j� DRAINAGE 2.STOCKPILES SHALL BE LOCATED A MINIMUM TS 50 FT.FROM EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE
PIPE CONCENTRATED STORMWATER FLOWS,AND INLETS. EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED
TO PROPER Ty N ;'''¢ 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES
LIE CLF AS APPROPRIATE. Q
r / i 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE
DIRECTED BY ENGINECR.
SILT �' // // 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACH5 TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND OR PERMANENT
ATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS
1 0.43 ONE-THIRD(1/3)OF THE BARRIER HEIGHT,
POOL � ��NG� � CAST IRON FRAME � GRATE
Lot 10 PATIO // GAMPBELL FOUNDRY, PAT. NO. SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR
�� 11 TO BE ,_ �' F 11 . / BURRIED I I?68 OR APPROVED EQUAL. IMPLEMENTED WITHIN SEVEN DAYS.
REMOVED 2 10.83- _ _ _ _ - / CONCRETE OVVE � TEMPORARY STOCKPILE 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED
8;4 a ; NTS F VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM
' CLEARED SLOPES
18.1,,nn I PRECAST CONCRETE
/C 20:1 10
;., g, _p ';.gt QRF W Z TRAFFIC BEARING SLAB A5 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO
*' /y H I MFG. BY SUFFOLK CEMENT ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS.
Lot 11 SIFT ;f , _ . I F" 11 .37 '"' o
'; i_ �`
° $D wf, '` 7 i (n �p Q OR APPROVED EQUAL. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF
N � H n DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE
LNG LL MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
..a_ 120
y
EL-1 m
O,al, (�- .. .:J � _ P-t-S .,.} °..p.. �. < JJ
YT• #a.°. .,,.z,. ''` �~f•-:��::,_„ r f:..�,.'' ''..i ��O 6' O
a V GROUT AROUND
- - rij- '< ,`� ,_; ;,P,' , 11 .9 9 1 :lJ 18 0 ENTIRE PIPE 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO
- ,,,4 - -
PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL
f=_ r. , : :.,. . .. / 3.2 EMTR
- SD' _ .o a D 50 ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE
PROP ;d �_ � �
OSEp STONE 11 .04 PRECAST CONCRETE
MIN. SITE I5 PERMANENTLY STABILIZED.
y P A 5 DRAIN RINGS AS MFG. STONE PAVEMENT EXISTING 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL
PARKING S� BY 5UFFOLK CEMENT EXISTING 2'
AREA GROUND -
4 -; RO Q S.� PAVEMENT REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON SITE
19 NEW ST }; _; `s a ;�. rf,
\�ID O OR APPROVED E UAL.
5D'-�� '``, � ., L�'�" ?� CONC. PAD ❑® �-,->.�-:--: : ... . _.,;--...,..,,�• :•,--:: .:,:.•:. ......:. ... : „_�,_,, SHALL 8E PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF
STALLS t � APPROPRIATE INLET PROTECTION.
t - TI 1�1 11 .29 W/AC UNI'
' .? w'i ry z MOUNTABLE BERM 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING
' \ CONC ®❑®
FILTER CLOTH (OPTIONAL) WATER-DOWN j ;s.i-; O L CONSTRUCTION: A.WATER DOWN ACCESS WAYS,STOCKPILES,AND
P t 12 };_ . , .49 C GW EL PROFILE SPEEDS TO 5
r, _; : :,_��,�.���.�,;� %� �. F MPH'C PROPERLY OVER TRUCKS CARTING DOSE MATERIAL AND MATERIAL PRIOR TO LOADING; R.LIMIT ON-SITE VEHICULAR
ROVID eRls
E (^ I;O. V :a. p.a.:. 1`#w=" 1 OVE CONSTRUCTION .
C r
q� 14 HIG - - to-o coNSTRucTIo
H
8 SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL
�- I REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY
THUJA
IN STABILIZED. FOLLOWING PERMANENT STABILIZATION,
STANDTSHIT AT A X ,/ 4 1 5 R, 18•4'� ; LEACHING POOL MIN. PAVED AREAS
(GREEN _ W Z NTS SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL
GIANT ARBORS /'''` .��'`��r H
y/� WASHRAGK � BE CLEANED AND FLUSHED AS NECESSARY.
VITAE) r?. Q N N N z
` O ,/� (OPTIONAL) 5i
c' `C
pRpVIDE 4 ;>_ - � W eK. 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE
( ) NEW i £` pV 'S/ F, V, ; y ,. y , : ;R, PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR
1 O DI �V ,00 IC 0.35 18.21
8 2, � � � � ; ; .;�-+--1 C, PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE
La` ' ` `'` ,'` N11N: " EXISTING NOT LIMITED T0,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND
s,
A.xV r^ a - .'' PAVEMENT DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF
STp DEEP EX15TING -
` w DRAINAGE CALCULATIONS GROUND :.. :'-`��.>:
RM p A6Gf2E, Tb
RAINS 'S' 3 EMTR rw ..:.:. ::. ,.': :�- 4. :4 : .`:.;,.-F ' ro'"_ ,_:`_ BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET
�c PROTECTION DEVICES.
11 .01 `' S 10.30� tcMj V=ARC
191 � N A=AREA OF TRIBUTARY(S.F.) I = 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL
KITCHEN
& + SD 1 R_RAINFALL(FT.) I ; N z LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND
SANITAR RES TUARANT M i + C=COEFFICIENT OF RUNOFF I I PLAN _ DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY
Q J 10.39 1 SEWER AND SEPTIC SYSTEM REGULATIONS.
Y CONNECTION �° ` SD 2" COMPACTED
TO GRE CP/� 10.89 /.: / COP DRAINAGE TO SEDIMENT
ENpOR.�. a PROPOSED STONE PARKING AREA WEARING COARSE TRAPPING DEVICE Y 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT PERMITTED AT
SEWER WV t fi^ C�I� // W/MET VOLUME REQUIRED 3/4 STONEBLEND SEE NOTE 5 THIS SITE.
DEPARTMENT GT#2 ��p' T STONEBLEND: 11,428 SF x 2/12 x 0.60 = 1,143 CF
I= NG� i / COV ROOF: 1,531 SF x 2/12 x 1.0 =255 CF UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR I5
'a. N EMIR - RESPONSIBLE:FOR MAINTAINING THE NECESSARY RECORDS OF
221 CO 3 TOTAL REQUIRED =1,398 CF GONSTRUGTION NOTES CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND
I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS
/ 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50
LotS' Co / + 1 0,2 CONC. VOLUME PROVIDED NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT.
13 '�-_ 1 37 VV FOOT MINIMUM LENGTH WOULD APPLY).
/ / M 3. THICKNESS-NOT LESS THAN 6 THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE
78 10. 4 / W/METAL (4)10' DIA.x6' DEEP STORM DRAINS =1,642 CF 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION
•`, i- EGRESS OCCURS.
COVER "` .� ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE
5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. APPROPRIATE,
' / �:``""" b. SURFACE WATER-ALL SURFACE NIATER FLOWING OR DIVERTED TONIARD CONSTRUCTION
*, /�.�/' ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A
O MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
PR N RAM N CP W -T. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
OPOSED �O 17.0, a` F E 9' H 1 V4" RECYCLED CONCRETE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-NIAY.ALL SEDIMENT ENGINEERS CERTIFICATION
8.8 17•2 1 =NEW 5TONEBLEND SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED gopttypriafrs
KITCHEN gUILDIN�' 2.6 EMTR I = BASE COURSE IMMEDIATELY.
v. FRAME ha 5. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(?)
"'_BUILDING•°, �-- �" sTA81LIZED solL >�ASE ----
CALENDAR DAYS.
- Lot 1 - / / , �,,..._.. _`
- 0\ W N 00 CO 5 D% =EXISTING STORM DRAIN y l ;
►: o Q 9� o �- �_ 11.0' \ STONE BLEND PA\/EMENT SECTION 5TABILIZED CONSTRUCTION ENTRANCE
p J c u O 04
NTS NTS
ROPOSED 12 H cv r• p \ a
RESTU �,
- , ;
N ARANT PROPOSED STORM DRAIN \,
(51 SEA TS w s •.-� ,...:.
HOWARD W. NG,N.Y.S.L.S.NO.45893n
N - / \ co Q\ THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483
-- - 3 7= AWNING \ \ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 -
- - _ - � / OVER
WOOD DECK
\ SURVEY FOR
WDF 28.2' ` (14 $EAT$ / \ \
1
1.6 W ) ------
WOOD
Lot 15 ;� //� \ \� \\ - - - °� �/ SILVER SANDS HOLDINGS I, LLC
DECK � � � � \\ I TW4 � USE DANDY BAG � SFP Q f; 2024 at Green port, Town of Southold
(18 $ 1 N ` \ SEDIMENT CONTROL DEVICE p
EA T$J �\ u AS MFG BY DANDY PRODUCTS
\ _ - LEGEND OR APPROVED EQUAL WOVEN WIRE FENCE Suffolk County, New York
Southold Town
(28 SEATS) // \� - / / CIC %=CAST IRON COVER FILTER CLOTH Planning Board
\N CE =CELLAR ENTRANCE ` ,> #, STORMWATER MANAGEMENT CONTROL PLAN
CH =CHIMNEY -
` CLF =CHAIN LINK FENCE GRATE COMPLETELY
CMF =CONCRETE MONUMENT FOUND -COVERED BY 80F UNDISTURBED D15TURBED 1000 47 2 8
CMS CONCRETE MONUMENT SET HIGH FLOW FABRIC 81,0
AREA FLOW AREA 1000 47 Z 9
WDF ` - CO =CLEAN OUT 0B
aO - 1000 47 2 10
.0'
OL \�� - �✓ \ / - CP CONCRETE PAVEMENT 1000 47 2 11
CP/T=CONCRETE PAVEMENT/TRANSFORMER _ z 1000 47 2 12
1 H � � CA CSW =CONCRETE SIDEWALK PLAN �- SECTION 1000 47 2 13
N OV `�\6 ` _DRAINAGE INLET FLUSH INLET 1000 47 2 14
6' EMTR -ELECTRIC METER 47 Block 2 Lot 15
aD �. / WOVEN WIRE FENCE County Tax Map District 1000 Section
�s. - EOP = EDGE OF PAVEMENT
- USE DANDY BAG
LL / IPF =IRON PIPE FOUND SEDIMENT CONTROL DEVICE 5.00
MPF =METAL POST FOUND AS MFG BY DANDY PRODUCTS MAP PREPARED AUG.Ol,2024
OL =ON PROPERTY LINE OR APPROVED EQUAL
- . PRF =POST a RAIL FENCE Record of Revisions
/ RCF =REBAR dl CAP FOUND REVISION DATE
- - RD =ROOF DRAIN FILTER CLOTH
-''b'•' MULTIPLE
RO =ROOF OVER _ SEP.05 2024
PAVEMENT -
1 -
z
WIF p D /
O SD = STORM DRAIN SURFACE
0.6 `�� -
E ��, / WDF - WOOD FENCE FLUSH
WMR = WATER METER INLET
- TW2 • - WSF =WOOD STAKE FOUND
WSS =WOOD STAKE SET
�Q, =UTILITY POLE Ar ELEVATION
TW1 �' �' = FIRE HYDRANT SECTION
( � P`� G' y'° d)z 20 0 10 20 40 60
0 `��G TW3 O EPLA2
=END OF DIRECTION/DISTANCE
WETLAND FLAG&NUMBER S
� 10 ('1
1\ = FILUSH INLET PROTECTION SILT FENCE Scale. 1" - 20'
Q� 2 � ' NT5 -
DWGJOB.2021 O. �02676P
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