HomeMy WebLinkAboutRevised Site Plan Rec'd 6/23/25 (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 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 SE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED
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 AbDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
400 Ostrander Avenue, Riverhead, New York IIQOI
tel. 631.727.2305 fax. 651.'T27.0144
admin@youngengineering.com
Howard W. Young, Land surveyor
I a / Thomas 0. Wolpert, Professional Engineer
I Lot 1 I I I / A46 DRAINAGE CALCULATIONS Douglas E. Adams, Professional Engineer
/ / I A45 _-- .t - Daniel A. Weaver, Land surveyor
CMF - - - _ 3
/ A=AREA OF TRIBUTARY S.F.)
RCF (
- / � R=RAINFALL(FT.)
CMF SILVER LANE / I C=COEFFICIENT OF RUNOFF SITE DATA
Lot 2 I RCF
3 Al SCTM NO. 1000-47-2-9 * _
--I �, ► I / SCTM NO. 1000-47-2-8 - 9,055 SQ. FT.
•= I J I / / / TEST HOLE DATA VOLUME REQUIRED - -
S I - - W> -a 1` 17 / / ROOF: 1,068 SF x 2/12 x 1.0 - 178 CF * SCTM NO. 1000-47-2-9 - 10,351 SQ. FT.
L +- 0 3 / TEST HOLE INFORMATION FROM APRIL 25,2022
o I o SUBSURFACE SOILS&FOUNDATION EXPLORATIONS VOLUME PROVIDED SCTM. NO. 1000-47-2-10 = 2,944 SQ. FT.
now or I 4° V I L n- I PERFORMED BY SLACKE TEST BORING INC. _
formerly I L ►; uj o / 10' DIA.x3' DEEP STORM DRAIN - 205 CF SCTM NO. 1000-47-2-11 = 37,912 SQ. FT.
1 O L I I �A43
I Douglas Dwyer& Eileen Dwy I ° 'Y L I -
I now or for I er -t `-' 4°- I I EL=10.8 0.0' * SCTM NO. 1000-47-2-12 = 22,339 S FT.
merly O } •� ' TOPSOIL/ SCTM NO. 1000-47-2-11 Q
Joan Miles Lot 3 I a I / / I ORGANICS 2 * SCTM N0. 1000 47 2 13 = 24,196 SQ. FT.
' I FRAME m I o 3 VOLUME REQUIRED
FRAME 1 ti now or formerly , / .0 *
/ IPF I SHED FRAME I SHED ° �� I Thomas R. Shed n& / h A42 SILTY
L Y F a E ROOF: 11,302 SF x 2/12 x 1.0 =1,884 CF SCTM NO. 1000-47-2-14 = 70,070 SQ. FT.
RCF SHED N89 53 40 E a GRAVEL
616 Wanda Sue Shearin o / / 4•0' VOLUME PROVIDED SCTM NO. 1000-47-2-15 = 88,340 SQ. FT.
' IPF GZB 3
S86015'0000�.- -•2 3:77, . cMF N 182.00 'IF ---•-- - _ w i cLAv w/ (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF
�-'' FINE&
Q- G27 -- MPF---•----•- _ 4 DI/ / COARSE SCTM LOTS 11 THRU 15 ARE TO BE MERGED PER ZBA APPROVAL.
#1 /A4]/ GRAVEL SCTM NO. 1000-47-2-12
now or formerly Lot 4 _ - -------- #z
/ 8.0' VOLUME REQUIRED
' I Bertetto _ #3 / ROOF: 2,306 SF x 2/12 x 1.0 = 384 CF
1 - Family /" #4 � 3�_/ CLAY
/ Revocable Trust S 625 VOLUME PROVIDED PARKING DATA
Ed now or for GW EL=0.8 10.0' D
#5 WOOD 5 za'DIA / A� ward Jur2enia merly (4)10' DIA.x4' DEEP STORM DRAINS = i,094 CF
TREE / Je CLAY AN
FRAME 7•�' / SCTM N0. 1000-47-2-14
/ an J CLAY
FINE SAND * EXISTING PARKING TO REMAIN = 31 STALLS
16'DIA 24'DIA
n
j SHED SCTM NO.1000-47-2-15 /.- * PROPOSED PARKING = 19 STALLS
7 OAK TREE p .`� SCTM NO. 1000-47-2-13
_ - - _ _ - / VOLUME REQUIRED
Lot 5oNc � - O y I --� 17.0 ROOF: 2,306 SF x 2/12 x 1.0 =384 CF
_ TOTAL PARKING = 50 STALLS
I I I �• ` / /+ covAL/M STONE A39 VOLUME PROVIDED
I ' - - - - - - _ �• 12'DIA 9.2' 013.1' 1 S"44L 3 / `S Jr�,"0�,A36 (2)10' DIA.x4' DEEP STORM DRAINS = 547 CF
V) _ LANDWARD LIMITOF BEECH ����--ll// -�
FRESHWATER WETLANDS AS #6 /��\ ° 6.8� N O3"J ° 174 98'
nOW DELINEATED BY COLE _r - t SD/ / 4 Z / A37
I y °r formerly ENVIRONMENTAL ON06/25/22, `� M e o 6. �\r SCTM NO. 1000-47-2-14
I L Jeanne J. DeFranco G2a UPDATED ON 09/08/2312,TREE A km 0 STONE / ,y VOLUME REQUIRED
I o Lot 6 �_ / -1g� - 19-� �3 ROOF.4,856 SF x 2/12 x 1.0 =809 CF
-� cv 47 �/ F 1` �+ o, �- SCTM NO.1000-47-2-8
I 1 to 0% \ ya GgRAME s s lSI a36 - MARSH b VOLUME PROVIDED
.-� _ / , AGE
I °0 - -._ R -� �,/ /' ST°NF IS 3 NPQ° ��w (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF
%p 11-623 `SD\ i Tq� N 55 00 0 40
7'DIA 12'DIA / \ . •� �A29
BEEC BEECH/ I IV ^I 187.21' 31 A30
o �
__ SCTM NO. 1000-47-2-15
I #8 O OAK I S 4 F m 11.0' wz I � - '- E h -\ VOLUME REQUIRED
114�I L \ 16'DIA 18.0 NE Z 4 A35 •- A28 ROOF:994 SF x 2/12 x 1.0 - 166 CF
Lot 7 #9 BEECH �, 61 I 16 `�
I now Or \O NC w/MET q�H- 9.6' I w� ^' / � L O -
_ for G22� 7'DI 3 covet` �, ary " " ° t \ ! SCTM NO.1000-47-2-9 A32 0 >`
I Nickolas #10 Ea `� 6- �1 N 24.V SD/ VOLUME PROVIDED
WYn�a& TREEIA BEECH g'CH 3,6, 18 m 1 I 10' DiA.xB' DEEP STORM DRAIN =547 CF
I _ Y Perkins FRAME ' - #13 #14 16'DIA 3 �� I \ o CONC wA(1 o h
SHED 2.8 15. TREE 3 SD \1 I `� �F N80°55' a - 34 0 "C7
#12 .�/B CH I CP CMF J,sO� 00 �/ CEDAR TREES to I N o PROPOSED FIRE ACCESS LANE
1 0 F' 20.17' •146 77' A33 '. 3 A2r
IPF #11 ` #26 BREEA 3 BEECH ° Y , j C)\ srONE - --_ ----- o •a t VOLUME REQUIRED NOTE
I - ' �> _ Lot 8 I -#17 21" TA `� tib��� r , r',,; 6 S 5 SCT 0 1� ; w :\r STONEBLEND:4,765 SF x 2/12 x 1.0 =794 CF '�n "�"
IPF - #23 .• #18 AK -P t, r! � Q � 3 WALK-IN STALLS 1 �C 47_2_10 _ �J oo
5'DIA /i '' ��`� / `"o NP� �/ �' ON 47•59' SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE
#22 #2t BEECH 3 `° p"� It 5' e- ' °� '"' wp -�. •� VOLUME PROVIDED
#20 #19 GR 5 Cl-c�j Ic bc?� o. i. �'o,. Q1� S� - O S o , STONE o C FALONG -\ A25 OWNER.
r�. �6 `S�55 00„W
I WDF - ��� A�3b > ` •fP� N 9 Oa O s N oNc./NRe (3)10' DIA.x4' DEEP STORM DRAINS =821 CF
3.6'E i� y
0'DIA g 0`' / i&,OPa` `"�^ r/\ F9 WILD 167 76'
BEECH 3GQ b rer r9 m ;qb 4 �9 �y� SD l T ti� w Ap ' -- _ _ IPF ` A24
I i ti'o \r`� / y o0 �� \ 9' pM cc N - O• PROPOSED STONE PARKING AREA
nOW 24'DIA r 14.5% �P o DI
or formerly BEECH ?/ O r F v� Clef ONC.PA 580
I I Robert `°`�y° 3 �r"0�titib�6 /' ,' ° DI W/AC UNIT gST q IPF 1 55'����F CONC. 8 9' N -\- VOLUME REQUIRED
t Eicher& `Fq` 3 ?°, ; °" '/' . NP 1.6' " s 339.83' F N -srALLS A23 STONEBLEND: 11,428 SF x 2/12 x 1.0 = 1,905 CF
LaurenWOODS o D s ,. , , 189.49 I �
I Eicher 8 ,°a" R1-b `' / 5,' '" ; 16.5'
I V ° 3. 6\ , y w TIMBER 14 rE _ ROOF: 1,531 SF x 2/12 x 1.0 = 255 CF
I Lot 9 OAK IA 3 NP ' ,� s`�°�KOki t 9- 7 5 SD SD o ` 3 WALL I sro E66 Q a 1 / TOTAL REQUIRED = 2,160 CF
1 - WDF No
,' / a�° r' b P
PARKING /' !',:; u,16.o' GRATE Al S °°`" o P/ I VOLUME PROVIDED
- - NG 21'DIA , ram, eow Z W r A22
SIGNS °AK ' ' I ' ' NP "'Q v gp\ `y WOOD DECK 48.5' RO in 0.5 _19.6' (6)10' DIA.x6' DEEP STORM DRAINS = 2,463 CF
I i-
6* EL_8.0 ° 5 99.0 N I I
WDF NS ,' / ; '��� t U-
1 now 20�DIA ® / "� 6RA55 20.4 998
or formerly o.s'w (TYP OF 11) EECH gr �' a .6'17.8'
Patrick Be q/ V 23.4' o `5 I 1
ncivenga U. zr Ora r// �. , ,' S
I 3 OAK y/r �? o� CONC.PAD BRICK �s \ 3 18.5' '5D\ =EXISTING STORM DRAIN
r ' GLOP ' W/AC UNIT `� ° " IZ9' I I I \\J/
I CLF ,% i' ',�G �i'� /^` PA `s /-�\ N w 43.3' c , I A21
\CONC. (V t SD/ N 3 3 4.0";
Lot 10 - ' `� / . WOOD DECK 3
��� lr ,' N ` W/MET L -' w I I SD =PROPOSED STORM DRAIN
s� j ;(I / COVER N 69.5' Z>
I / 6.0' M WING. N z 0 0
?' WOOD W/META o�o
a 9' / 'iy i 7 qRP 3 w •i DECK ict i� 22.6' COVER /
IPF- Lot 11 O SD I .tiO. ;i o 0 36.3' / \ ° m / t SD/ 00
e
o N � 16.3' 00 2
o coo IL) FRAME N. oO V) n
e
5D G4 '30.6' r� I6.0' N 6.2' /- �` 14 20
o Q`L NP \ Sb%--3 3.2' 4 BUILDING 2.1� 12.5' 1 SD j G N I r D
�C 2 v 20.0' o - '
��
I PR , - SURVEYORS CERTIFICATION
I OPOSENG TONE ° - �/ 0 N o s m o o N m o o �UN 2 3 2025 w�h
I PARKI AREA so so 'S LU I DECKD" N N '� \ p "v, n j mn
19 NE 1� ; CONC.PAD " 19.1' " 19.9, 90' 3 m \ Q '� F t 5D/ °' ° / *WE HEREBY CERTIFY TO SILVER SANDS HOLDINGS I LLC THAT
I WSTALLS SD / S W/AC UNIT a aq h 3 w A19 SOUTHOLD TOWN '
� Ro N g w I I PLANNING BOARD THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE
O, ya CONC. ¢i o LL
Ro \ �� in W/METAL N FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE A O=A'ITQ OF
I now or Lot 12 --- - __ PROFESSIONAL LAND SURVEYORS. CE OF
I /RZa / NP o COVER °°
formerly I N z.s';� -- E N I
I William A. Einsel& ' TH M 3- � 5.8' \ `� 29.7' v12.7' � � I _ J \ P�p 'Y GL
I Noel Ra ,/ Z SCTM NO.1000-47-2-11 c� F
3 I I Pisarda / w ' N o FRAME 11.9' Z F> �)����� I ' O \U .L•
v � �g to� •• GRASS rn BUILDING � �� � O
1-0
N a N - _ 18.4'
LL' - --co WOODv 12 `* t SD \ o - \ A17 A15 - •- Al2 .y1 G�
a N I A18 �3 - -.�i iTI �`
& �['Q' .. - L
�� �" Z Q w r; o I .�\ --`- A14�/ Ngr .,wr
I 19''1 5 /��\ SCTM N 1000-47-2-14 o w o I -.\ A16 OUi.dE-- y
sD O SCTM NO. *u /so 3
_ �/- O S�g93 �0
N I 20'Wx19'D ° oy� P J/ t sD 3 /coNc. ' N 1000-47-2-13 I" 3 t`�/ 2o.a' o� HOWARD W.YOUNG,N.Y.S L .N0.45 3 ��qN
o I I CO P/ ° S/ / \ 20.3 1.4 1.7 1.5 o "TpRF I f� S 1
o I I ETE PAD SC M N0.l0C�0-#-2-15 GRASS ��'� W/covER M 2 / SCTM NO.1000-47-2-12 t so/
II / O co s 1.8' ;o I
I I 22, w i� w4.2CP (n / ao FLAGPOLE -o
N no NP / 3 � s � �___----� ° o T I _ _ --=o w Or formerly L,1613 s / ' 17.3' N WOOD DECK ^ _
i � GRASS N 72.7
- Richard Steinm_uller CP wo / / CONC. ^^ VILD N2:6 - - - -
- - 0 39.8'
I - - i' W/METAL ° O m �?
1 I & Cathy Steinmuller - - 11,1' - "v 304• �� COVER' $ 24.0' 6N� 569°08'29uW V1 ,r 42.4' TW13 _ - SURVEY FOR
- 29.15' SILVER SANDS HOLDINGS I LLC
3 I IPF ° 17.0' \SNP m KITCHEN . H �.' 8-B' 17.z' ° 10.9' ° I� o BATHERS LAND 'i� Tw11 - .- •• --
o
P CONC.WALL
__ W rn FRAME2'6' s S81 21 16 W � AREA=4,357 SF �_.�_ rrv12 �__�-- ,
- - L i'x 9 3 0^BUILDINGN s/s 1\ 24.93' j1. 0;. -----
I �° ` 5.93 _ / o ' "W °� at Green port, Town of Southold
I n o 0 243' I �' 11.0' , \ SAND r,,8 TW9 los5` Sg4 11 ib zm Suffo k County New York
u 1 to E i
W° ���' Is. ' Wv+ \ \\ WoopgUlKH Twb _ 4 56�2� - LEGEND
_ Lot 15 _ 3 7- I A \ �° �\ \ '" N>0° 34 0 �\_ S12 / TIE LINE ALONG APPROXIMATE HIGH •°" �0"
I I woF - - wNlr�I \ \ -'- 16' 1 T^'10 - CIC =CAST IRON COVER SITE PLAN
_ 1 _ ,rj pq WATER MARK AS LOCATED ON 20/29/2021
I OVER \ CE =CELLAR ENTRANCE
I - NlwooD IN '� � c WP�-�' coNc.WPU'�5 �� �� � � CH =CHIMNEY
I 1.6'W 282, I DECKI'> _ 1000 47 2 8
/J I INDOOR �, [u Wo°p CLF CHAIN LINK FENCE
\ .�--
E OL TOOR o DECK a \ 25?' \ i 25 5��W 1000 47 2 9
I SEATING N N \Y / 13°11 N88°13'37"W ,e, CMF =CONCRETE MONUMENT FOUND
CMS CONCRETE MONUMENT SET 1000 47 2 10
I (NOT Tp o /�' SITTING , '\\� .- 6p,21�„W 5 29.30'
° Co =CLEAN OUT 1000 47 2 11
EXCEED 61 Q o ``` AREA / CP =CONCRETE PAVEMENT 1000 47 2 12
N r \N 7.23" 512°51
TOTAL S / \\ 564 38 07 W CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 13
04 COMBI SEATS
Z 3 � �',' �'`. __.' � 3b�`0�,� 26.48
NE �� `- 3 °FJOj CSW =CONCRETE SIDEWALK 1000 47 2 14
LANDWARD LIMIT OF TIDAL WETLANDS AS DI =DRAINAGE INLET
WDF v �� DELINEATED BY COLE ENVIRONMENTAL, County Tax Map District 1000 Section 47 Block 2 Lot 15
o oL m O 27.5 x 6.0 FREESTANDING EMTR =ELECTRIC METER
a 0. "V\l TAN.2022
o ,� s / / �055 1 STEEL FRAME AWNING WITH EOP =EDGE OF PAVEMENT
51� FLAME-RETARDENT FABRIC TO IPF =IRON PIPE FOUND MAP PREPARED FED. 22,2024
PROVIDE SCDHS COVERED v� MPF =METAL POST FOUND
wrF �000�Po i- b�j°22 ACCESS FOR FOOD TRANSPORT G C, GO OL =ON PROPERTY LINE Record of Revisions
0.6'E \�N ,3 5 BETWEEN BUILDINGS �p 1� PRF =POST&RAIL FENCE REVISION DATE
Or G4� -• , �b �.� RCF =REBAR&CAP FOUND MULTIPLE MAR.01,2024
R`N b 3 `1� FREESTANDING STEEL FRAME AWNING WITH RD =ROOF DRAIN PARKING MAR.08,2024
OCS'( °o Po TWI F'o �q�°Z� FLAME-RETARDENT FABRIC TO PROVIDE SCDHS COVERAGE RO =ROOF OVER SWIMMING AREA MAR.14,2024
OTC` J\�`aE ^' TW3 p0 G) FOR FOOD PREPERATION AND GUEST SEATING(TRUSTEES SD =STORM DRAIN ANGLED PARKING MAY 02,2024
h911�� WETLAND PERMIT#10381 MULTIPLE AUG.01,2024
2 ;� 2 1 ) WDF =WOOD FENCE MULTIPLE SEP.05,2024
WMR = WATER METER MULTIPLE MAR.06 2025
,09 579051'17"W WSF =WOOD STAKE FOUND MULTIPLE APR.10,2025
25.99' W55 =WOOD STAKE SET GENERAL AMENDMENT APR. 21 2025
�Q, =UTILITY POLE PLANNING DEPARTMENT COMMENTS JUNE 20,2025
= FIRE HYDRANT 40 0 20 40 80 120
• =END OF DIRECTION/DISTANCE �i _
03 Scale: 1 - 40'
1 UPLA2 =WETLAND FLAG&NUMBER JOB NO.2021-0267
DWG.2021_0267 sp 1 OF 2
0)
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 PROPERT/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 BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED
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 ADCITIONAL 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 11401
_ C $ tel. 651.72"1.2505 fax. 651.727.0144
WD #22 #21 #20 / 3 � �+Ot���1��, n CAST IRON FRAME $ COVER
admin®youngencgineering.com
GAMPBELL FOUNDRY, PAT. NO.
N 6 FG��l ��,� IOO,G OR APPROVED EQUAL
3
'E - - - / ON INSPECTION POOL ONLY. Y SY1� � �Y1��1�rY•✓
Howard W. Young, Land Surveyor
fifir ° l� ���, Thomas G. Wolpert, Professional Engineer
�(Q 10 ,T, �(r . I Douglas E. Adams, Professional Engineer
rL(O' Daniel A. Weaver, Land Surveyor
14.5' �P O
C 1 / I I ON 5 SLOPE NOTE
MAX.
d % 00 06
808 080 ,' *SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE
0 Fes, b �� // 5� - 0 0o-00 - - CONSTRUCT SILT FENCE
OWNER.
v �• i ggg 8 0 AROUND ENTIRE PERIMETER
1^T`S NG // DRAINA6E a Or- STOCKPILE
s Lot 9 HY ANT / / PIPE / GENERAL POLLUTION CONTROL MEASURES
WDF WV /// ,/��/ ��, I STOCKPILE GRADE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL
_ _ 1.1'E POOL EQUIPMENT // / // CAST IRON FRAME B GRATE 5TORMWSEDIMENT TONTRML MEASURES E INCLUDING RM WATER MANAGEMENT
NOT LIMITED O,THE
ENCLOSURE To / �'� / GAMPBELL FOUNDRY, PAT. NO.
BER o // / / / BURRIED I 1768 OR APPROVED EQUAL, FOLLOWING SHALL 8E EMPLOYED DURING CONSTRUCTION:
EAA OVEp / CONCRETE 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY
'1�' V �j� GOYER�
WDF L IZEL/ /// / //��/ �( INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS)
I I AND SHALL REMAIN UNDISTURBED.
RELOCATE 0.8 W STRU 5 / Q`
/ I I I
` - GONSTRUGTION NOTES
STOCK t UL CURB ION / �// v / I I PRECAST CONCRETE 2.CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE
NT / I I I.PROTECTION OF STOCKPILES 15 A YEAR-ROUND REQUIREMENT.
OCk. �� '� / ., EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE
ApE FENCE S P I TRAFFIC BEARING SLAB AS 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM
TO p > TOPS CONC. PAD I I MF6. BY SUFFOLK CEMENT CONCENTRATED STORMWATER FLOW5,AND INLETS. EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED
ROF 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES
ER Ty LINE T' / PROVIDE S' MIN I I OR APPROVED EQUAL. A5 APPROPRIATE. THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES
_. CLF / W/AC UNIT I I
( ' 7 P / � COLLAR OF I I 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS A5 NEEDED,OR AS SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE
SI / DIRECTED BY ENGINEER. RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS
LT GLEAN SAND k � GROUT AROUND ( I 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHS
10.43 � �IG / // \ 5D CONC. I ENTIRE PIPE U I ONE-THIRD(1/5)OF THE BARRIER HE16HT. TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT
Lot 1Cl pi�OYl D � ,DF I Q D I SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR
E IN _ 11 . // J/ W/ME j IMPLEMENTED WITHIN SEVEN DAYS.
LET _ __ 10.83
PROTEC _ - / 6 0, COVEF I Q I PRECAST CONCRETE TEMPOR�4RY STOCKPILE: 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED
TION NT5 F VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM
I 1...
--- -_ �.,:�:~; _..<..._���.:. .':, :�:" ..•z:;`� 1, � �' BDRAIiFRiN65 A5 MF6.
I FOLK CEMENT CLEARED SLOPES.OF
18 `"' I ❑® I OR APPROVED EQUAL.
'?O�' 1.. ?' '' i - 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO
Lot 11 9'-' ®❑® I ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS.
SI T SD " < F 3 ' Q SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF
. O cm CL H N I DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE
WMR MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
1 .9g 2 SD
�5 '�0•6' ^ 18•0' I 10'-O" I 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO
2, PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL
11°-; ` 3' EMIR -- --------------------------- 50. ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE
f..,_:..
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PROPOSEp STONE
a CO
`--• 11 . P POOL
MIN. SITE IS PERMANENTLY STABILIZED.
- - - O4 PROVIDE GLEAN SAND NOTE EXCAVATION FOR LEACHING P P
BAGKFILL THROUGH INSTALLATION TO PENETRATE CLAY EXISTING STONE PAVEMENT 2'
<' 5 EXI5TIN5 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL
PARKING ~' D4 " $D ' '' ` CLAY LAYER LAYER AND BAGKFILL WITH GLEAN SAND.
KING AREA i'.? ' s �;-. ' :;'', '- S. PAVEMENT REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON-SITE
1�� N �'' °- - w C PAD N GROUND SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF
W -�- w
E S A �,, F.a I _ . CONC.
L .:w _ :,.
L ftAPPROPRIATE-,:- I T PRO PROTECTION.S P. ill � .�-„ 1 •� ,.- INLET TE ON.
w , s ,. 1 AC UNIT \ � � 1
:. W/ GHING POOL
CONC. NT5 z MOUNTABLE BERM 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING
co FILTER GLOT+i (OPTIONAL) CONSTRUCTION: A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND
L :'V `' : W/METAL
<" r !•r r -; / MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5
_ of 12
+ 1 .49 COVER U' PROFILE MPH;C.PROPERLY COVER TRUCKS CARPING LOOSE MATERIAL AND
PR TpE_ (24) 14' H 0. �°s•, .-- �' 3 � PION DEBRIS.
TGH _ 5 8, CONSTRUCTION
THUJA PLICA TA POOL & TH - - - - - TEST HOLE DATA 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL
S TA Np X PATIO 5 18.4' TEST HOLE INFORMATION FROM APRIL 25,2022 50' I REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY
ISHII (GREEN 1 A ' 10 TQ BE SUBSURFACE SOILS&FOUNDATION EXPLORATIONS MIN. STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS
GIANT ARBOR T V /_ _ LU Z _ c"1 N PERFORMED BY SLACKE TEST BORING INC. SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL
REM O vEp �{� '-' WASHRAGK T.
z BE CLEANED AND FLUSHED AS NECESSARY.
TA E) %0 Q J `fl - EL=10.8 0.0' (OPTIONAL)
PI�OV > N H N TOP SOIL/ " 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE
_ ���LLL
IpE 6 ; . O 'Q + u- ORGANICS PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR
( NEW `°a °` Q r`� � 0.35 m CO 2.0' PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE
10 pT (N //��� 1�.2 SILTY FINE \ .°�4 _ ��
A•X6 see �S/ S sa ? _ MLIt:=" • EXISTING NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND
p ND& EX 5 N6 -`tom..
d a`` GRAVEL GROUND ~' "R �' PAVEMENT DRYWELL5,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF
;STO �C NCO ro DRAINAGE CALCULATIONS 4.0' = : .:,�, : .. = A6c �A�E•_"r : .::::,:. =,
- RM pRAINS a =', <' ti EMIR SMH . :,' BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET
11 .01 S 10.30� #1 cLAvw/
r' PROTECTION DEVICES.
KT 19, s' °<� #� + \ ^' A=AREA OF TRIBUTARY(S.F.) COARSE
GRAVEL I I FINE
T .
10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL
THEN & REST '`' R RAINFALL(FT.) I I PLAN c� ? LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND
SANIT UARANT M � 7 + i C=COEFFICIENT OF RUNOFF 8.0' I I DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY
ARy' C p J 10.39 1 SEWER AND SEPTIC SYSTEM REGULATIONS.
T CONNECTION f,> 3 / ` SD --'CONC. cLav DRAINAGE TO SEDIMENT
O GRE cP/a` 10.89 : i PROPOSED STONE PARKING AREA GW EL=0.8 10.0' 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT PERMITTED AT
ENPOR T SE WV Q VOLUME REQUIRED CLAY w/ TRAPP SEE DN IICE
WER SIL W/METAL THIS SITE.
pEPARTMENT GT#2 {? T /i COVER STONEBLEND: 11,428 SF 2/12 x 0.60 = 1,143 CF FINE SAND UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR I5
3. N LNG EMTR W 4.i ROOF: 1,531 SF x 2/12 x 1.0 = 255 CF RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF
22 `'q" / 3 C71 TOTAL REQUIRED = 1,398 CF GONSTRUC.TION NOTES CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND
n CO / 17.0' I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS
Lot 13 CURB 'x S CO / + 1 0.2 CONC. 17•3 2 VOLUME PROVIDED 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT.
�''.', 1-+ FOOT MINIMUM LENGTH WDULD APPLY).
STOPS CP 1 37WD 10. 4 / / W/METAL M rn FRAME (4)10' DIA.x6' DEEP STORM DRAINS = 1,642 CF 3. THICKNESS-NOT LESS THAN 6". THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE
'-'BUILDING- 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION
COVER 2" COMPACTED EGRE55 OCCURS. ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE
' / P, r= I C \ , / 'Z4 0 S. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
11.1' O 30.4 / 4 3, WEARING COARSE 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION APPROPRIATE.
5/4" 5TONEBLEND ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING 15 IMPRACTICAL,A
10•' MOUNTABLE BERM WITH 5:I SLOPES WILL BE PERMITTED.
CO N _ CP w _ ;.«.:..E -1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PROPOSEp `° 17.0' ZNG TCNEN N // $ O PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT ENGINEER'S CERTIFICATION
KITCHEN w KI P. CJ 17•'Z =NEW STONEBLEND SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED 7Ra ��
EN _ - 2.6 EMTR IMMEDIATELY.
FRAME ra 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(T)
-_-_
A > p "'_BUILDING° S' S / CALENDAR DAYS.
Lo 7 7 o N
'� ON ~ 0 00 1 S D =EXISTING STORM DRAIN E D rC
►� o h _ 11.0 r ���° STABILIZED I ZED CONS I
----_ Z w rn CO `\`'� L TRUGTI ON ENTRANCE ,�`'
L0 H O \ \, ,\\. f;''. `• NT5 -'
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CV
N PROPOSE �, o \
rz
� cr- t. _
PROPOSED STORM DRAIN QJ
4" RECYCLED CONCRETE Lf�L�,�l C Ll�"1D
RESTUAR H IC _ ..
N
ANT C f 18. ' \ v S BASE COURSE O ('O F a,7.
_ Lot 15 '� r - - W \ o HOWARD W.YO N.Y.S.L.S.N .45893n lon s
c' 3.7= / _ A Vt/NI \ 'Q\ roll STABILIZED SOIL BASE JUN 2 3 2025 THOMAS C.WOLR�R f,N.Y.S.P.E.N0.61483
m
N / �p NG \ DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897
t - - _ / I \ SOUTHOLD TOWN
WDF N OVER N - PLANNING BOARD
�•6'W 28•2 j WOOD DECK�� // Co�1C P� CoNG.WAFL STONE BLEND FA\/EMENT SECTION
NTS SURVEY FOR
INpO�)R & \ SILVER SANDS HOLDINGS I LLC
OUTGO p�Op /// \\ \� \' _
R i TW4 > USE DANDY BAG
N `� \ - \ / SEDIMENT CONTROL DEVICE at Greenport, Town of Southold
rNG LEGEND AS MF6 OR DANDYAPPRO FROEDQUAL Y-
AT � /�� � / / woVEN wIRE FENCE Suffolk Count New York
CNOT -ro SITTING P /
AREA / \'° _ CIC =CAST IRON COVER FILTER CLOTH STORMWATER MANAGEMENT CONTROL PLAN
�xC��p (,L � Y / \•N / CE =CELLAR ENTRANCE �,,._. ',., �:'>,,.
61 \ _ . CH =CHIMNEY 44 r� -
TOTI / / CLF =CHAIN LINK FENCE GRATE COMPLETELY
AL SE:A TS \ - / COVERED BY06" 1000 47 2 8
�� CMF =CONCRETE MONUMENT FOUND UNDISTURBED DISTURBED
9 CO 11-- I / HIGH-FLOW FABRIC AREA FLOW AREA 1000 47 2 9
MBI , \ \
CMS =CONCRETE MONUMENT SET
N!:�) ] - - - - CO =CLEAN OUT 1000 47 2 10
`v \ 1000 47 2 it
0 / CP =CONCRETE PAVEMENT
CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 12
c € U `�\ `� W C5W =CONCRETE SIDEWALK PLAN SECTION 1000 47 2 13
6' FLUSH INLET
WDF _ V �\� •�- - DI = DRAINAGE INLET 1000 47 2 14
o ,a- 27.5 x 6.0 FREESTANDING EMTR ELECTRIC METER Count Tax District 1000 Section 47 Block 2 Lot 15
OL `��S% / EOP =EDGE OF PAVEMENT
�- WOVEN WIRE FENCE Y P
STEEL FRAME AWNING WITH USE DANDY BAG
Ly � � IPF IRON PIPE FOUND - 8.00
/ SEDIMENT CONTROL DEVICE MAP PREPARED AUG.01,2024
a � \\� \\� - - FLAME-R E TA R D E N T FABRIC TO OL F -METAL
PROPERTY LINE A5 MF6 BY DANDY PRODUCTS
PRF =POST&RAIL FENCE OR APPROVED EQUAL Record of Revisions
/ PROVIDE SCDHS COVERED RCF =REBAR&CAP FOUND _ = FILTER CLOTH REVISION DATE
RD ROOF DRAIN '_= MULTIPLE SEP.05 2024
ACCESS OR FOOD TRANSPORT - _
E F RO -ROOF OVER M N PAVE E T -°' MULTIPLE MAR.06,2025
0 r Z
J -
WIF 0 / - -
0 P - _ .0 MULTIPLE APR.10 2025
`�,� SD -STORM DRAIN SURFACE -� :�`. - - _
C` - GENERAL AMENDMENT AP 21 202
0.6 _ ENDMEN R. 5
E BETWEEN BUILDINGS WDF - WOOD FENCE FLUSH .• r-:'
�, E A PL NNING DEPARTMENT COMMENTS JUNE 20 2025
WMR =WATER METER INLET
TW2 - - FREESTANDING STEEL FRAME AWNING WITH WSF WOOD STAKE FOUND
W55 =WOOD STAKE SET �•�.�'-Y� ,•����
TW1 / �Q, = UTILITY POLE ELEVATION
0o Po FLAME-RETARDENT FABRIC TO PROVIDE SCDHS COVERAGE = FIRE HYDRANT SECTION
;. yYa - z
m 0 �G TW3 -� EPLA2
=END OF DIRECTION/DISTANCE 20 0 10 20 40 60
0 �` i. FOR FOOD PREPERATION AND GUEST SEATING (TRUSTEESFLUSH INLET PROTECTION SILT FENCEScale: _ '
��jJ \iT a
a =WETLAND FLAG&NUMBER
` - WETLAND PERMIT #10381) NT5 NTS 1 _ 20
JOB NO.2021-0267
DWG.2021_0267 sp 2 OF 2