HomeMy WebLinkAboutSouthwold Maps file # 1 3/28/06 ADD BLDG'S/USE JM
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CNECHEO 9Y `/M ORAMNC NO )Q9—OB
✓E)6 NO )�'9-06 SHEF1 ) OF I
NO DATE DESCRIPTION BY UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW
COPIES OF THIS SURVEY MAP NOT BEARING
THE LANE) SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL HOT BE CONSIDERED
TO SE A VALID TRUE COPY.
GUARANTEES INDICATED HEREON SHALL RUN
362" ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
ROp TITLE COMPANY, GOVERNMENTAL AGENCY AND
f1A 3E) LENDING INSTITUTION LISTED HEREON, AND
N� ISLAND �({, p39 TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION GUARANTEES ARE NOT TRANSFERABLE.
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[AND SURVEYING FOUNDERS POINT GALLERY BUILDING (741) TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y.
V a
SUBDIVISIONS CONFECTIONARY CORNER
TITLE & MORTGAGE SURVEYS SC. T.Me NO. f000-63-03-15
FEB.TOPOGRAPHIC SURVEYS P` Ln SCALE f 401 Ef5, 2006
LAND PLANNERS N N n
SITE PLANS ^ -'°N Q N N
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JOHN MSI..L L.S. PHONE 631 724-4832 SO 40 160
LICENSED RK STATE
LANA SURVEYOR ( ) O 2p qp Bp
NEW YORK STATE uC NO 49866 FAR: (631) 724-54553 Yr
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(TOWN OF SOUTHOLD - 66' WIDE) --
0EC 10 70 1
THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN ` -
MINTO, LS DATED FEBRUARY 15, 2006 REVISION 12/5/07
MEN RMS
CENGINEERING
SOUTHWOLD MANOR ALIGNMENT PLAN
S■ \ V O SITUATED AT
APPLICANT: EAST END RESOURCES, LLC OI NER: ALBERT & RITA COHEN
■ Robinson Muller & Schiavone Engineers PC SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD
GARDEN CITY, NY 11530 SOUTHOLD, NY 11971
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OWN. BY: SL CHK'D. BY: GJS SCALE:
1" = 40' SHEET:
355 New York Avenue, Huntington, New York 11743
I. 3/zz/o� COORDINATE PLANS WITH TEAM SL cJs g Gregg J. Schiavone, PE DATE: DATE: JOB No.: SP - 4 P _ n
C
NO. DATE REVISION DESCRIPTION BY CH'D Phone 631 - 271 - 0576 ox 631 - 271 -0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 05-03-06 05-11 -06 21115-115 J `t
BENGH / PLANTER T1"P.
WOOD DECK
WOOD DECK 37'-2"x 16-0"
WOOD DECK
34'-0"x 14'
LL' �
-0'
m 34'-2"x 14'-0" 34'-6"
45'-0"
W.34'-6 W. 9' I
" BREAKFAST
BREAKFAST
BREAKFAST
LIVING ROOM
28'-11"x WAD"
I
J
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KITCHEN
LIVING ROOM 14'_9"x20'_2" •I O NG ROOM
O " LIVI
20'-0"x 22'-1" KITCHEN
20'-0"x 21'-11"
KITCHEN EGD - 'i – �� 13'-8"'x21'-0" WOOD DECK
13'-8"x 21'-0" i---r-------;
•----'_-_" _-._-_.......-- _ — _ _ _ _ — — _ _ _ 6 -0.1 x 40'_2'1
o . - -
j ` -------------
-.`- WOOD DECK
• MASTER BATH •
• 4'-3"x 4'-10" LAUNDRY
IL
HALL
O I OO
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ASBATH 0
. • LOSELALIND
(FOYER LOSE QAV 6'8"x-wlr OMA'STER BATH O O 5'-8"x•4'- '-0"x 4'--a'xa` 4'3" 41.9" O CLOSET HALL CLOSET LAV10'-0"x 13'-6" 11.0"x 6'-0" 3'A"x W-0" 3"-B"x 6'+0' 4'- "x6'-0' HALL
IHALL LFNFOYER
23'-E' x2'-e" CLOSET/ R41Lp
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4'-3"x SW T-1"x V-41, 2'-O"x 5'
MASTER BEDROOM
16'-V'x 13'-0'1
FOYER
MASTER BEDROOM
1'3'3"x 18'-3"
2 GAR GARAGE
2 CAR GARAGE 22'-0"x 19'-9"
22'-0"x 19'-10" MASTER BEDROOM
WOOD DECK IIB'_0" 18�_8�Ix16'3" �•"'"""„"»""'. .� '!
2569"x 648"
N
pv 17 2006 :.
FIRST FLOOR PLAN BUILDING A
SCALE: I/4"
SOUTHOLD MANOR
Nw Roes(IM 2b) 5amol.o N TOW
231_9° 1 20-4" BUILDING 01,411
FIRST FLOOR PLAN
44'-0"
3710" MARK 'MICHAELS, 'ARCI-IITEC
ONE PONE COURT SETAUKET NEW YORK
DATE: JULY 4, 200
,q Q1,
SCALE: 1/4" g V-0
, 2V-0
PROJECT No.: 2606
- T------
---------
�,- - T ---
I II
OPEN BELOW ';OPEN BELOW OPEN BELOW
34'-2"x 11'-2" 34'-2"x 11'-2"
Anlll. 29'-11"x 17'-4"
13'-9"x 24-5"
, � 1
,
I
T-6-x.76'-0".
- --- __-------------_ '------- STORAGE CLELE� STORAGE ^-------------
-----------------
-----'v
--------- - ---------
0 W-2"x W-1" ATH Nb.3 0 °
BEDROOM No. 2 W-5"x 20'-3" CLOSET 8'-5"x 25'-0" BEDROOM No. 2
12'_6"x 16'_0" IM0 LOFT 5'-8"x 9'-8" '-8tfl',8" ! 12'_1"x 16'-0"
1T-O"x 91-8„
-----------�' HALL
HALL ------ - O O OSET as„x,q-g,
CLOSET O,
CL 7
------------------------
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OPEN BELOW—
--------------
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-- 4�_3— X V-10" 4'.3"x4--10�
RAILCI !•••,• BEDROOM No. 3
BEDROOM No. 2 20'-0"x 19'-3"
------------ RAILLa
WR
DN
WR
HI
I T_7„x 9' - ------ -----------
11 �_____________________ _ ___ __
f -y1,�!, --------------------------------------------------
CLOSET
---------------------------_I
16'_6"x 16'-10" 9 ;C�_,_
� CLOSET OPEN FLOW
------- HALL 4'_2"x 5'_6" 8'-5"x ORAGE STORAGE CLOSET 4-WAx'5'-W'
� -------- - ---------------'I
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In
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-- - ----`- --- --
----- '' O BATH No. 3
------------- --- ---y-
BEDROOM No. 3 ---_---
itP BEDROOM No. 3 �
1'5'-0"x 11 A
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,
------ -------------------
BATH No. 3
8'-1"x 12'-10"
----------------
I
5EGOND (FLOOR PLAN BUILDING A
SCALE: 1/4" - 1' - o" 5OUTN'OILD MANOR
NMPMME75) Ea88W NOYOW
BUIILDING "'A"
SECOND FLOOR PLAN
MARK MICHAEL5, ARCHITECT
ONE DUNE COURT SETAWET NEW YOPoC
DATE:
00
- JULY
SCALE: 1/411 - 11-: DINo: � of 1
PROJECT Ho.: 26(D6
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STORAGE
23'-9"x 21'-8"
11 I EXERCISE RM UTILITY
18'-6" x 30'41 19'-11"x 24'-10"
BOILER I
UTIL[TY
13'-1 0"x 29'-5"
UTILITY
EXERCISE RM
97-
6.x 3076
V
CLOSET/- -
x 5'-
- ------ ----- -----------------
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I !F------ ---------------------1
UTILITY/
4A"x T-l"
CLOSET/ UTILITY/( I UTILITY/
RLE-v— CLOSET/
ELEV
4�
4'-3" x 4'-1 0"RAILG S-F x 4'-'l 0" 5'-3"x 4'-10" e
x 4'-10" RAILG 14R Ur
L---- ---- ---
UNEXCAVATED UP
141R
EXERCISE RI.1 ij
-- ---- -------- --------------- ---- -- --
JI
– – ––
25'4"x12'-10°
–––––– ––––––––––––––– –––––––
_STORAGE
13'-4"x 21'-9"
UNEXCAVATED I STORAGE -- ------- - - ---------- - - ------ -- -i L
UNEXCAVATED
13'-4"x21'-9" ---- - --- ---------- ------- ---=
FOUNDATION 5A6EMENT FLAN BUILDING A
L----- - --- ----- ---------- -- ---- -il IL-- --- ----------- --jI I
- -- --------------------- ------------------------------- IL----- - --------- - -il IL------------------------- -----J ; I
- ------------------- --------- -- ------ ----------
&OUTHOLD MANOR
MAIN ROAD(RTE 25) BMTHOLD NEW Yaw,
SUIILDING ''A"
r-OUNL.),41 Ir-)N / 5f=
MARK MICHAELe, ARCI-41TEC--
ONE DUNE COURT 5VAUKET NEW YORK
DATE: JULY 4, 200ro
SCALE: 1/4" = '�O"
IPROJECT No.: 2606
I
` DIMENSIONAL ASPHALT HINGLES TYP.
I
IH H
I
® ® ® ® ® ® ! CEDAR SHINMES TY .
® ® ® ® ® ® WD. CLAPBOARD SIDING
HOOD go I
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I
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ILL====______-_______________________________-___=__====�J
FRONT ELEVATION BUILDING A
SCALE: 1/4' - V - 0"
WD, CLAPBOA SI I a na
U
�� 9_I �❑�] SII I 5OUTHOLD MANOR
L ° SII Iih- ❑ jIh- II _ _ _ _ _ _ _ _ = = = = = T ,
I MNRM(RTE25) WZWLD NMYax
ELEVATIONS
- - - - - - - -
MARK MICHAEL5, ARCHITECT
_ _ _ _ _ _ - - - - - - - -
ONE DUNE COURT 9ETAUKET NEW YOI�IC
LEFT 51DE ELEVATION C RIGHT 51DE OFF, HND. ) BUILDING A DATE: JULY 4, 2006
SCALE: 114" . 1
SCALE: 114" • V - 0" PROJECT No.: 2606
` DIMENSIONAL ASPHALT SHINGLES TYP.
i
12
HT
�12
® G DAR SHINGLES TY .
II /
RICK TYP. 12
4
FM
1 1 ® Ili
it
- - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - -�_ - - - - - J - �- - - - � - - -
REAR ELEVATION BUILDING- A
SCALE: 1/4" V - 0"
SOUTHOILD MANOR
MAW RDAD(RIE 75) EQII aD NEW TORO
WILDING "A"
ELEVATIONS
MARK MIGHAELS, ARCHITECT
ONE DLHE COURT SETAUKET NEWfrYO'/R/�JK
DATE: JULY 4, 1006
SCALE: I/4" = I'-0" Iu
PROJECT No.: 2606 1
I
WOOD DECK
34'4"x 14'-0" WOOD DECK
36'-3'x 18'-0" WOOD DECK
34'-3"x 14'-0"
I
35'-0" 44'-0" 35 _®
F7 'L
BREAKFAST BREAKFAST BRELI$FA6T
I
i
I
❑ LIVING ROOM
WOOD DECK44'-0"x`I8'-6"
LIVING ROOM LIVING ROOM
6'4'x 40'-0" a i- - KITCHEN
I
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KI TCHEW
10 O D oil
WOOD IDECK
i r---------"' ! 6'-0"x 40'-0"
------ --------------_
MASTER BATH O LAUNDR-1, STORAGE
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5'-2"x 5'•6"
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FOYER O 4'-0"x 6'-0" 3'-5"x e'-0^ O HALL
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2 CAR GARAGE
CLOSE HALL LO6 20'-0"x21'-2" LOSE HALL CLOSET
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MASTER BEDROOM
16'-8"x 13'-0"
FOYER a a
_LCAR GARAGE _LCAR GARAGE
20'-0"x 21'+1" 20'-0"x 21'-4"
MASTER BEDROOM WOOD DECK MAfiTE BEDROOM
13'-8"x 6'-3" x 6-U'
123'-8"
— — — — — — — — — — — — —
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114'-0"
FIRST FLOOR PLAN 5UILDING B
SCALE: 1/4" • 1' - 0"
I
SOUTHOILD MANO
MAN RM(RIE 75) 5015101D N5W YOW
20'-10" I4' 2" 14'.2-1
BUILDING '"B"
44'-0" e FIRST FLOOR PLAN
MARK MICHAELS, .ARCHITEC
ONE DUNE COURT SETAUKET NEW YORK
DATE: JULY 4, 20- IDW0, 60SCALE: I/4" = I'-091PROJECT No.: 2606
,
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7'4"x 10'4" • 'JO _
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- ;: %i:• 22' "x 13'-11" CLOSE ---------
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BEDROOM No. 2
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----- BEDROOM No. 2 CLOSET 13'-8"x 17'-9" --
------
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W.
CLELEgET/
v
• CLOSET/ STORAGE CLELE gET/
ELEV BEDROOM No. 3 4'-2"x4'-6"
-------------------------------
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------------------------------
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BEDROOM No. 3
- BEDROOM No. 3 1 • I , 1 20'-7" 14'4"
- " 20,_7,x 14'4" U
-' BATH No. No.,B
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SECOND FLOOR PLAN BUILDING P
SCALE: 194" I' - 0"
•
SOUTN41WOLD MANOR
MAIN ROAD(RM 76) WiTILIMD NO YORE
5UIILDING 11511
SECOND FLOOR FLAN
M,41RK 'MICI-IAI=L5, ARCNITEC
ONE DUNE COURT BETAUKET NEW YORK
PATE: JULY 4, 20"V-01 ID1, NO, O1I0SCALE: 1/4" '= I'-0"' V
PROJECT No.: 2606
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MAR< MICHAELS, ARCHITECT
ONE DUNE COURT BEhNXET NEW 7oR
DATE: JULY 4, 2 '-V IDI,
11N0" A(1�/ oIk^ 10
SCALE: I/4" a 1'-0'
PROJECT No.: 4606
DIMENSIONAL ASPHALT SHINGLES TYP.
CEDAR SHINGLES TYP
DIMENSIONAL A LT SHINGLES TYP.
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CEDAR SHINGLE5 TYP.
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- - - - - - - - - - - - - - - - - - - -
FRONT ELEVATION BUILDING B
SCALE: 1/4" - V - 0"
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— — — — — — — — — — — — — — — MAW ROAD!RIE 25) b%THMD NEW YRK
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I I ELEVATIONS
-JJ MARK MICHAELS, ARCHITEC
LEFT SIDE ELEVATION C RIGHT SIDE OFF. HND, BUILDING B ONE oum COURT BETAUKET NEW Yow
DATE: JULY 4, 2
SCALE: 114" I'a° = - 0" SCALE: I/4" IV'-0-0" �b�Vy�$f IU1
PROJECT No.: 2606
® 14 DIMENSIONAL ASPHALT SHINGLES TYP.
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17
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REAR ELF=vATION 'BUILDING B
SCALE: I/4" I' - 0"
SOUTHOLD MANOR
MART ROOD(RIE 2b) E00= NSU TORO
WILDING "'8"
F� �WAtIONS
MARK MICHAELS, ARCHITECT
ONE DUNE COURT SETAUKET NEW frYORK
DATE: JULY 4,- 006
V-O DIII� NO, 10 of I0
SCALE: I/4 I'-0 IIWI�$f I1
PROJECT No.: 4606
t
!DISTRICT 1 1000
SECTION: 63
BLOCKa 3
!LOT r Is
ZONE NBD
R-80 ZONING R-80 ZONING HB MIINING
DISTRICT DISTRICT DISTRICT
— 310.00' - - - - - - - - - - - - -
S7D38' 10" E - 622.78' - _ - - - _ _ - - - - - - - - � - I \ - - \
� I I I O
\ \ 10,000 10,0001, 10,006110,004 ' 110,008 110,021 110,027 , 10,009 I 10,000 1 10,033 10,037 a W
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DISTRICT
2 III
Q °1 I I t
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1 18 1 19 1 20 I 21 1 22 1 23 I 24 0
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' 10,03 1010
, 196 110,076 , 10,011 110,020 110,026 110,023 , 10,027 , 10,026 11111901ce
2
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, ; - N 5D 30150,' W 676.57'
o TOTAL SITE AREA
WA 294,185.78 S.F.
'N N HB ZONING HB ZONING
N
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- - )
01 so
A)reSo
351 34'' W
YIELD PLAN DRAWING LEGEND w.•
--- SCALE: 7" 0 80•-0..
General Data and Information: — — — MAR
A ]!cant EsstEadResoumes,LLC — PROPERTY LINE
Site Location 56655 Main Road Southold New York
SCTM No. District 1000,Section 063,Block 03,Lot 15.00 �,�,tli!%I^ ✓✓'°
Lot Size 294,185.78 sq.ft.(e rox nate) 6.75 aeras)
ro
n
utrements: _
usiness Zonin District "RB DistriaP Re aired Cade Compliant as Proposed I
Lot Sita 10,000sq,ft. YES SOUTI--IIWO!_D t'IANOR
Lot Width 60 ft. YES
Lot D W 80 ft. YES MAIN AD(RIE 761 6WiNOLD NEW TOM
a Width SO R. YES
c Ri ht-of-wa Radius 75 ft. YES
Len o£Cul-de-sac 800 ft. YES
<� l y yo Y11=LD PLAN
Yield/Density P sv. q �1%
Total Lot Area 294,185.78 sq.ft.
Total Buildable Land Area 294185.78sq.ft.(no a lieable deductions) "„�� MARK MICNAELS, ,4RGNITEG
Total Permitted Lots 24 ONE DUNE COURT BETAUKET NEW YORK
Total Number of Units Per Lot in HB District 2(single family residence and accessory a artment
Total Yield for Pro (multiply number of lots by number of units per lot 46 DATE: FEB 26, 20(Ol
Proposed Number of Units(including three 3 affordable units 27
SCALE: I/32” I'-0" JDM, NO, 10� 1
PROJECT No.: 2606
I
GENERAL NOTES CIVIL ENGINEERING DRAWINGS
SHEET N. RTE
1. RMS ENGINEERING SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS MERIMS. TECHNIQUES, OR SP-1 COVER
PROCEDURES UTILIZED BY THE CONTRACTOR Not FOR THE SAFETY OF PUBUC OR CONTRACTOR'S
EMPLOYEES; OR FOR TIRE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WIN SP-2 SEE INFORMATION. BULK TABLE, & WELD PLAN
THE CONTRACT DOCUMENTS
SP-3 EXISTING RESOURCES AND SITE ANALYSIS PLAN (ERSAP)
2 ALL EXISTING STRUCTURES BACKFILL
TO TO SE REMOVED, SHALL L, REMOVED AND Bgn MAXI UNLESS
OTUERWI9E INDICATED. BACI(FlLL TD BE SELECT GRANULAR FILL COMPACTED TO 95S MAXIMUM DENSITY SP-4 AMCNMENT PUN
SITE DEVELOPMENT PLANSAT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY MODIFIED PROCTOR TEST.
SP-5 GRADING AND DRAINAGE PUN
4. ALL FILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% OF WE MAXIMUM DENSITY AT TUE SP-6 UTILITY PLAN `
OPTIMUM MOISTURE CONTENT, AS DETERMINED BY WE MODIFIED PROCTOR TEST.
SP-7 LANDSCAPE AND IRRIGATION PLAN
& LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION.
FOR SP-8 CONSTRUCTION
POLLUTION PREVENTION PLOP
8. ALL 511E WORK SHALL BE IN ACCORDANCE WITH TUE REQUIREMENTS OF THE TOWN, CCUNTY, STALE OR SP-9 CNSTRUCTN DEEAllS
AS SPECIFIED HEREIN, LATEST EDITONS
SP-10 CONSTRUCTION DETAILS
]. PROPOSED ELECTRIC AND TELEPHONE SERVICE LOCATIONS SUBJECT TO KEYSPAN ENERGY AND V'ERRION
DESIGN AND APPROVAL SP-11 CONSTRUCTION DETAILS
S. INSTALLATION OF ELECTRIC AND GAS SERVICE IS THE RESPONSIBILITY OF WE CONTRACTOR, BY WHICH SP-12 CONSTRUCTION DETAILS
ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF KEYSPMI ENERGY.
9. INSTALLATION OF TELEPHONE SERVICE IS THE RESPONSINUTY OF THE CONTRACTOR. BY WHICH ALL WORK LEGEND
SHALL CONFORM, AS A MINIMUM, TO WE REQUIREMENTS OF VI]UDON.
- -- 04--- EXISTING CONTOURS
10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR INSTALLATION OF ALL —(1�)— PROPOSED CONTOURS
UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL REQUIREMENTS FOR THE PROPOSED CURB SOUTHWOLD MANOR
PRECONSTRUCTION IOF ANY SANITARY SYSTEM FROM ALL GOVERNING AGENCIES. ALL WORK SHALL EXISTING CURB
CONFORM TO THE REQUIREMENTS OF ALL THE UTILITY OR MUNICIPAL AGENCY HAVING JURISDICTION.
CONTRACTOR SHALL COORDINATE THE REQUIRED UTILITY AND MUNICIPAL INSPECHNS. - - EXISTING CURB (TO BE REMOVED)
(DLP) PROPOSED DRAINAGE LEACHING POOL
11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY AND FOR THE (CB) PROPOSED CATCH BASIN
INSTALLATION OF SINS. (OMH) PROPOSED DRAINAGE MANHOLE
12. CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY TO REMOVE ANY CE EXISTING CATCH BASIN
EXCAVATED MATERIALS LP EXISTING LEANING POOL
C 13. UNSUITABLE MATERIAL AS DEFINED IN SECTION 2D3 OF N.Y.S.D.O.T. STANDARD SPECIFICATIONS EDITION, PROPOSED RETAINING WALL
ORIOLE 3 UNDER PAVEMENT, WALKS AND CONCRETE SLABS SHALL BE REMOVED AND REPLACED WITH SELECT x 101.2 EXISTING SPOT ELEVATION
GRANULAR MATERIAL
T= EXISTING HYDRANT
P �R r 14. SELECT GRANULAR MATERIAL SHALL BE AS DEFINED IN SECTION 203 OF THE N.Y.S.D.O.T. STANDARD EXISTING FENCE
( EXISTING CATCH BASIN
-\5 , o MOC /IVGBI SPECIFICATIONS. a EXISTING UTILITY POE
Q ZD (JR `A R� 15. COMPACTION SHALL CONFORM TO N.Y.SD.O.T. SECTION 201 —(HC)--� PROPOSED SANITARY HOUSE CONNECTION
W —(W) PROPOSED WATER MAIN
N
U N R P� 16. ALL CONCRETE CURBING, SIDEWALK, AND DRAINAGE STRUCTURES SHALL CONFORM TO THE
Z MPIE TOWN/COUNTY/STATE STANDARD DETAILS AND SPECIFICATIONS. —(WS)— PROPOSED WATER SERVICE
O O] )LRONO --(Rp}— PROPOSED ROOF DRAIN
r GING PN�I RP 17. COUNTY PLANNING COMMISSION AND THE TOWN SHALL BE NOTIFIED (�—
OU
D 45-HOURS IN ADVANCE OF ALL PROPOSED UNDERGROUND ELECTRIC
CNSIRUCTON.
(SL —
�. (T)— PROPOSED TELEPHONE LINE
HOMMEL Pv 18. DDEBRIS SHALL NOT ENE ISPOSED OF IN ACCORDANCE WITH AALL SUBJECT COUNTALL Y, STATE ANBLE D MERDIERRALNLAWS AND
BALL BE —(G) PROPOSED GAS MAIN
SITE \\ APPUCABLE CODES (D)— PROPOSED DRAINAGE PIPE
c� 25 i
19 EY�T9Y PROP THRUST BLOCK
Flo `N� OFTHE TRENCHES HIGHWAY OF ALL IMPROVEMENTS
ES A N FOR UNITARY AND SHALL SUPERVISED BY THEDEVELOPERnN
S .v,o PROPOSED HYDRANT
IMP,\H PROFESSIONAL ENGINEER (LICENSED BY THE STATE OF NEW YORK OR A LS. WITH A 72DBN CERTIFICATE)
WHO SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOWN, STATING THAT THE IMPROVEMENTS ® PROPOSED CATCH BASIN
HAVE BEEN INSTA Il ED TO THE APPLICABLE NEW YORK STATE, COUNTY OR TOWN STANDARDS. THE
MAIN R CERTIFICATION SHAILL APPLY TO THE PROPOSED.ROAD OPENINGS ON EXISTING STREETS. SAID WORK ON (�'u`) PROPOSED SPOT ELEVATION
y CT �O pI EXISTING STREETS SHALL INCLUDE TRAFFIC MAINTENANCE AND THE PLACEMENT OF TEMPORARY AND FINAL PROPOSED FENCE
MEC ANIC Y p� O� y/_ nG Y 2 PAVEMENT. • PROPOSED DRAINAGE MANHOLE
N
ST E m }T� >, 7 20. ELEVATIONS REFER TO TOW DATUM. O PROPOSED DRAINAGE LEACHING POOL
TOWN 21. ALL DRAINAGE STRUCTURES SHALL BE PRECAST, WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S) AND TC TOP OF CURB
GREEK LA LN Q\EJ SHALL CONFORM TO THE COUNTY STANDARD DETAILS ANC SPECIFICATIONS BC BOTTOM OF CURB
22. CONSTRUCTION OF APNCABLE WATER AND SEWAGE FACILITIES IN TELE SHE SHALL CONFORM TO PART GR GRATE ELEVATION
KEY MAP 74. TITLE 10 AND (PART SM. TITLE 6 OF THE OFFICIAL COMPILATION OF CODES, RULES AND DRAIN FLOW ARROW
REGULATIONS OF THE STATE W NEW YORK.
f"=a00'
23. ACCEPTANCE AND APPROVAL OF WASTE DISPOSAL FACILITES HEREIN DESCRIBED DOES NOT CONSTITUTE EXISTING DOUBLE YELLOW STRIPING ,
APPROVAL OF THE STRUCTURAL STABILITY BY TUE CPbt9 HEALTH DEPARTMENT.
PROPOSED DRIVEWAY PAVEMENT
24. A PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF NEW
YORK. SHALL INSPECT THE GNSTRUCTION OF THE DRAINAGE FACILITIES IN NON-DEDICATED AREAS AND
CERTIFY NO LATER THAN 30 DAYS FOLLOWING TIRE COMPLETION OF CONSTRUCTION, THAT THE DRAINAGE PROPOSED CONCRETE SIDEWALK
FACILITIES HAVE BEEN CONSTRUCTED IN FULL CONFORMJAICE WITH TIE APPROVED DRAINAGE PLANS
PROPOSED ELECTRIC AND TELEPHONE SERVICE LOCAT0115 FIJWECT TO KEYSPAN AND VERIZON APPROVAL
25. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PROJECT CONTACTS
VESTIBULE, MA PAVING, EXIT PORCHES RAMPS E, FOR BUILDING LOCATIONS
AND EXALT BUILDING
UTILITY ENTRANCE (LOCATIONS.
SITUATED IN 28 ALL OTHER GUNK SHALL BEIN ACCORDANCE WITH H1 ':EQUIREMEN S W THE TOWN, COUNTY OR AS
SPECIFIED HERON, LATEST EDITH.
WAIDt SDfH.M( CNNtt WATER ANHgiltt
27. TUE CONTRACTOR IS RMPONSBLE FOR THE NECESSARY TRAFFIC CONTROLS WITHIN THE SUE AND SHALL COED SUNRISE HIGHWAY
HAVE A NEW YORK STATE PROFESSIONAL ENGINEER DESIGN AND SUPERVISE THE INSTALLATION OF ALL DAKDALF. NY 11769
TRAFFIC CONTROLS CONFORMING TO NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
THE PROFESSIONAL E14ONEER SHALL SUBMIT A SGNEN :NU SEALED CERTIFICATION THAT ALL TRAFFIC PHONE. (831) 509-5200
CONTROL DEVICES ON TORN, COUNTY AND NEW YOU •:T,1.TC HIGHWAYS HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE NEW YORK STATE MANUAL (F TRAFFIC CONTROL DEVICES.
GAS KEYSPAN ENERGY
28. THE CONTRACTOR. AT HIS EXPENSE, SHALL ALSO BE RESPONSIBLE FOR THE REPAIR AND MAINTENANCE OF 1393 VETERANS HIGHWAY
ALL TRAFFIC CONTTROL DEVICES WITHIN THE SIZE ANI SHALL NOT AMEND THE SIGNAGE AND/OR PAVEMENT
MARKINGS WITHOUT HAWNG A NEW YORK STATE PRIEESSIONAL ENGINEER PREPARE AND SUBMIT A HAUPPMGF, NM YDRK 117M
TRAFFIC PUN TO THE BUILDING DEPARTMENT.
PHONE 1-EDD-CAG-TOOT
SO UTHOLD 29. ANY BROKEN OR HAZARDOUS EXISTING SIDEWALK, DINEWAY APRONS AND CURBING ADJACENT TO AND ON
THE SUBJECT SLE SHALL BE REPLACED IN ACCORDNNCE WITH CURRENT STANDARDS F]ECIPoC KEYSPAN ENERGY
1393 VETERANS HIGHWAY
30. THE CONTRACTOR :SHALL SUBMIT SHOP DRAWINGS FOR REMEW, ON ALL SITE IMPROVEMENTS (I. DRAINAGE, HAUPPAUGE, NEW YORX 1175E
SANITARY, WATER IMAIN eta) PRIM TO OONSWUC90N.
PHONE (631)352-2164
31. ALL ROOF DRAINS SHALL BE CONNECTED TO ON-SITE DRAINAGE LEACHING PODLS
1BFI4iNE VERIZN
301 NORM OCEAN AVE
PATHML NY 11772
PHONE (01)15117-515
E
Rm)& NEW YORK STATE DEPAITM NT OF TRANSPORTATION
250 VETERANS MEMORIAL HIGHWAY
TOWN OF SOUTHOLD HAUPPAUGE NY 11780
N
PHONE 531 755-3110
SM Pun: TOWN OF sountaD
PLANNING BOMB
SODTHMD TOWN HAU
P.0. 1Kpt 1179
S
G sgNTHOID, NEW YORK 11971
SUFFOLK COUNTY NEW YORK
PHONE (031) 765-1938
N
0
E
x
SOUTHWOLD MANOR
■ ■ N COVER
■ RMS ENGINEERING SITUATED IN
p S O U T H O IL D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN
/
MEN Robinson, GA OLD COUNTRY ROAD, SUITE 901 SOUT MAIN ROAD
Muller OW Schiavone Engineers, PC GARDEN CITY, NY 71690 30UTHOLD, NY 71977
OWN. BY: CHK'D. BY: SCALE: SHEET:
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS AS NOTED
E 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.:
Gregg J. Schiavone, PE SCTM: DISTRICT 1000 SECTION 063, BLOCK 3, LOT 15 SP - 1
No. DATE REVISION DESCRIPTION BY HC11D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State LICOrN a No. 76987 05-04-06 05-11-06 2005-195
SITE INFORMATION AND BULK TABLE
BUFFER ZONES (NON RESIDENTIAL LOT ABUTTING A LOT IN A RESIDENTIAL DISTRICT) LOT AREA AND COVERAGE
GENERAL DATA AND INFORMATION BUFFER DESCRIPTION REQUIRED PROPOSED CODE COMPLIANT TOTAL LOT AREA 294,202 SF
TOTAL FOOTPRINT FOR ALL FOUR (4) TYPE "A" BUILDINGS 32,856 SF
MINIMUM WIDTH OF BUFFER 15 FT 15 FT YES TOTAL FOOTPRINT FOR ALL FOUR (4) TYPE "B" BUILDINGS 32,636 SF
APPLICANT: EAST END RESOURCES, LLC (TO BE LOCATED ENTIRELY WITHIN TOTAL FOOTPRINT FOR MODERATE INCOME FAMILY DWELLING UNIT BUILDING 2,317 SF
SITE: 56655 MAIN ROAD, SOUTHOLD, NEW YORK THE SUBJECT PROPERTY) TOTAL FOOTPRINT FOR AMENITIES AREA (INCLUDING FOOTPRINT 3,974 SF
ZONING DESIGNATION: HAMLET BUSINESS (HB) OF CLUBHOUSE, POOL AND PLATFORM TENNIS COURT)
SCTM: DISTRICT 1000, SECTION 063, BLOCK 03, LOT 15 TOTAL FOOTPRINT FOR CROMOGLASS LABORATORY BUILDING 180
LOT SIZE: 294,202 SF (APPROXIMATELY 6.75 ACRES) PARKING REQUIREMENTS TOTAL BUILDING AREA (SUM OF ABOVE) 71,963 SF
PROPOSED DEVELOPMENT: BUILDING ACTIVE
AMENITIESADULT
(5 +)CONDOMIINI CLUBHOIUSE,GSWIMMINGOF TPOBOLRAND RESIDENTIALMULTIPLE
TENNIS COURT; AN ONSITE PERCENTAGE OF LOT COVERAGE (BUILDING AREA/ LOT AREA) 24.467
CROMOGLASS WASTEWATER TREATMENT SYSTEM; AND ONE (1) BUILDING CONTAINING THREE (3) MODERATE INCOME (MULTIPLHBI DISTRICT REQUIRED PROPOSED CODE COMPLIANT
FAMILY DWELLING UNITS (AS PER TOWN REQUIREMENTS). PARKING
DWELLING/ TOWNHOUSE)
PSPACES PER UNIT 2.25 PARKING SPACES 79 PARKING SPACES YES
BULK REQUIREMENTS: (MIULTIPLE DWELLING WITH 2+ BEDROOMS) PER UNIT x 27 UNITS PLUS GUEST PARKING
= 60.75 PARKING SPACES REFERENCED BELOW
HAMLET BUSINESS ZONING DISTRICT - HB DISTRICT REQUIRED PROPOSED CODE COMPLIANT GUEST PARKING SPACES 0 15 YES YIELD PLAN/DENSITY
MINIMUM LOT SIZE 10,000 SF 294,202 SF YES TCITAL PARKING SPACES 2.25 PARKING SPACES 94 YES
(WITH COMMUNITY WATER AND SEWER) PER UNIT x 27 UNITS TOTAL LOT AREA
294,202 SF
= 60.75 PARKING SPACES TOTAL BUILDABLE LAID AREA 294,202 SF (NO APPLICABLE DEDUCTIONS)
MINIMUM LOT WIDTH 60 FT 415.71 FT YES PARKING STALL WIDTH 9 FT VARIES, BUT NOT LESS YES TOTAL PERMITTED UNITS 29 UNITS
MINIMUM LOT DEPTH 80 FT 932.78 FT YES THAN 9 FT (BUILDABLE LAND DIVIDED BY MINIMUM HB DISTRICT
LOT SIZE 294,202/10,000 = 29.42
MINIMUM FRONT YARD SETBACK 30 FT 30 FT/22.5 FT YES/PREEXISTING PARKING STALL LENGTH 19 FT VARIES, BUT NOT LESS YES PROPOSED NUMBER OF UNITS 27
EXISTING NON-CONFORMING THAN 19 FT (INCLUDING THREE (3) AFFORDABLE UNITS)
MINIMUM SIDE YARD SETBACK 15 FT VARIES, BUT NOT LESS YES
THAN 15 FT
BUILDING TYPE "A" (GABLE ROOFLINE)
MINIMUM REAR YARD SETBACK 30 FT VARIES, BUT NOT LESS YES
THAN 30 FT No. OF TYPE "A" BUILDINGS PROPOSED 4 BUILDINGS
MINIMUM LIVING FLOOR AREA 850 SF VARIES, BUT NOT LESS YES No. OF UNITS PER TYPE "A" BUILDING 3 UNITS PER BUILDING
PER DWELLING UNIT THAN 1509 SF TOTAL FOOTPRINT 8,214 SF PER BUILDING
(INCLUDING DECKS AND COVERED PORCHES)
MAXIMUM LOT COVERAGE 25% 24'46% YES
MAXIMUM BUILDING HEIGHT 35 FT VARIES, BUT NOT MORE YES UNITS WITHIN BUILDING TYPE "A" (GABLE ROOFLINE)
THAN 18'-5"
SIRE AND SQUARE FOOTAGE UNIT 1A UNIT 2A UNIT 3A
MAXIMUM NUMBER OF STORIES 2.5 2 STORY BUILDINGS ONLY YES FIRST FLOOR LIVING SPACE 1,541 1,669 1,541
SECOND FLOOR LIVING SPACE 856 988 856
MAXIMUM BUILDING LENGTH 125 FT VARIES BUT NOT YES TOTAL LIVING SPACE 2,397 2,657 2,397
MORE THAN 125 FT GARAGE SPACE 456 430 456
MINIMUM DISTANCE BETWEEN PRINCIPAL ROOFED DECK AREA 242 144 242
AND ACCESSORY BUILDINGS 20 FT 104 FT YES UNROOFED DECK AREA 436 621 436
TOTAL UNIT SQUARE FOOTAGE 2,853 3,087 2,853
MINIMUM DISTANCE BETWEEN TWICE THE HEIGHT VARIES BUT NOT LESS YES
PRINCIPAL BUILDINGS OF THE HIGHEST BUILDING THAN 37 FT
(18'-5" x 2 = 36,-10"
BUILDING TYPE "B" (GAMBREL ROOFLINE)
No. OF TYPE "B" BUILDINGS PROPOSED 4 BUILDINGS
No. OF UNITS PER TYPE "A" BUILDING 3 UNITS PER BUILDING
TOTAL FOOTPRINT 8,159 SF PER BUILDING
(INCLUDING DECKS AND COVERED PORCHES)
UNITS WITHIN BUILDING TYPE "B" (GAMBREL ROOFLINE)
SIZE AND SQUARE FOOTAGE UNIT 19 UNIT 2B UNIT 3B
FIRST FLOOR LIVING SPACE 1,538 1,509 1,538
SECOND FLOOR LIVING SPACE 970 1,057 970
TOTAL LIVING SPACE 2,508 2,566 2,508
GARAGE SPACE 448 434 448
ROOFED DECK AREA 237 144 237
UNROOFED DECK AREA 440 746 440
TOTAL UNIT SQUARE FOOTAGE 2,956 3,000 2,956
MODERATE INCOME FAMILY DWELLING UNIT BUILDING
Nlo. OF MODERATE INCOME FAMILY DWELLING UNITS 3 UNITS
FIRST FLOOR 1,945 SF
SECOND FLOOR 1,126 SF
VOTAL LIVING AREA 3,071 SF
OIETACHED GARAGE FOOTPRINT 372 SF
TOTAL FOOTPRINT 2,317 SF
UNITS WITHIN MODERATE INCOME FAMILY DWELLING UNIT BUILDING
SIZE AND SQUARE FOOTAGE AFFORDABLE UNIT 1 AFFORDABLE UNIT 2 AFFORDABLE UNIT 3
TOTAL UNIT SQUARE FOOTAGE TBD TBD TBD
AMENITIES BUILDING AND AREA -
E
FIRST FLOOR LIVING SPACE 1,820 SF
SiECOND FLOOR LIVING SPACE 640 SF
mI SiWIMMING POOL 800 SF
PLATFORM TENNIS COURT 880 SF
PRIMARY DECK 390 SF
SiECONDARY DECK 84 SF
TrOTAL FOOTPRINT 3,974 SF
o (INCLUDING DECKS, SWIMMING POOL AND
PLATFORM TENNIS COURT
E (WASTEWATER TREATMENT FACILITY (CROMOGLASS SYSTEM) LABORATORY BUILDING
3
TrOTAL FOOTPRINT 180 SF
0
N
O
3
3
N
N
SITE INFORMATION , BULK
� � � SOUTHWOLD IMANOR
■ ■ RMS
ENGINEERING
TABLE 8. YIELD PLAN
SITUATED AT
APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN
■ ■ ■ Robinson, Muiier & Schiavone Engineers, PC SOUTHOLD GA OLD COUNTRY ROAD, BUTTE 901 68866 MAIN ROAD
GARDEN CITY, NY 17630 SOUTHOLD, NY 17977
OWN. BY: CHK'D. BY: SCALE: SHEET:
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS NTS
E 355 New York Avenue, Hunitington, New York 11743 Gregg J. Schiavone, PE DATE; DATE: J08 IJo.: SP - 2
FSCTM-. DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 09-22-06 09-26-06 2005-195
P No. DATE Fax 631-271-0592 www.rmsengineering.com NY State LICenee No. 76387
REVISION DESCRIPTION By CH'D Phone 631-271-0576
3
PER
m m LyMNDRA;25 71 81TE DATA
0' 5 MID.N TOTAL AREA - 294,202 SF(6.75 AD.)
2 G� E%IHNG ZONE = HB - HAMLET BUSINESS DISTRICT
5•lY I]RS 25
AND - AFFORDABLE HOUSING DISTRICT
$w, w �,&G Rd,,TE 11p71 -,! ;lp� PROPOSED USE - 24 UNIT PLANNED RETIREMENT-COMMUNITY
52va�TW 1 511 TA01D•NY L"g-�r,. ` T"m� POST OFFICE SCHOOL ICT - SOUTHOLD 11781
L • 32£? A§+d£� WATER DISTRICT - SUFFOLK COUNTY WATER AUTHORITY
t V �ryyA ,,,rtrtrt FIRE DISTRICT = SOUTHOLD
FLOOD HAZARD ZONE - ZONE % (AREAS DETERMINED TO BE OUTSIDE 500-YEAR ROOOPWN)
1 S.C.EM. - DIST. 1000 SEC. 063, BIH. 03, LOT 15
LOT 2 LUND 25
KARL p FI)NY 11911 901E BORINGS
S�TAOl9• S.
NOTES: L
TP 1. SOIL BORINGS CONDUCTED BY SOIL MECHANICS DRILLING CORP. ON MARCH 23. 27 R 28, 2006 SB-4
El_ 5't RFA
F 2. CONTRACTOR SHALL OFFER TO GEOTECHNICAL ENGINEERING REPORT, DATED APRIL 4. 2008 FOR 1 32. IN.TRT Laµ
GROUND SUCE
ADDITIONAL INFORMATION
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12 \A ' 1'- a', ;'. .w Y1000ED AREA ;\m \ :-5 '' .>�\ Y l nl �C. Ips ADDRESS 553ES RWlE 25 'Fg -'C(j \ \ \�O 'S cw.T
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55 (mIx.m)
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TIt 1 ': - ' M \ \ m END OF BORING ]5•_p
�� \\ A,DRESA M275 ROUTE 25 „'i \ �� END OF BORING 35'-0--• END OF BORING 35'-0--• ENO OF BORING 35'-D'•
\`\M 1 YOUNG SGUIHGID. NY 11971 5 t \ \ \
\?\\ Tt\\\ 61fi.57' WCOOOLAND ZONE: HB LOT 72' RF TM25 TW 1 m CV,SSIFlCATON �' CLASSIFlCATON C1A951FlCATON CIMSIFlCAMOM
\ \\p \\ SC.T.M• N0.Olt FOR ERY .1 USE- AUTO REPAIR I "- -y 11971 \\\ \\\ tT
t\d 5 ` :i' m I\ LANDARLES W- WITZKE
55215 ROUTE 25 \ \ \
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SOUiHl1L0, NY 1797 I t \
\0 ZONE RU ` \ ERSAP TE
��,,Fp 9 05'3 'S0• USE STORAGE = \
L01PC IAF' '\ 51 3418 " 1. THERE ME NO I DS ON OR ADJACENT TO THE SITE
STEU�'Wo 1,h,1UE (J 2. TIE PROPERTY IS NOT SITUATED WITHIN A DEEP RECHARGE AREA. THE SITE IS NOT SITUATED WITHIN TUE
l9 CE
AINTI
1SOJMgD � 1 M A App pUP.00 BOUNDARIES OF A SPEgAL GROUNDWATER PROMOTION MEA.
Go Or RDMIW 3. THE SITE IB SERVED BY PUBLIC WATER SUPPLIED BY THE SUFF011( COUNTY WATER AUTHORITY.
LOT t0 E,CAS M'\� I ET SSIRED AS ZONE % AS PER ME FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA) MAP
N25 H 1971 Nf 1p ' �a � 158 OF 10
1. 158 OF 1 IS , - q
+ Z6
spUM p$ p ! ! T# 5. THERE ARE NO AREAS LEGALLY PROTECTED BY THE COUNTY OF SUFFOLK, THE TOWN OF SOUTHOW.
(7 R ; p � < PRIVATE TRUSTS, QUALIFIED CONSERVATION ORCANIZATONS OR OTHER ENTITIES OR AGENCIES CN OR
D ABUTTING TRE SITE
6. ME SIDE BORDERS A STATE-DEEG IAIEO SCENIC BYWAY.
7. INE SOUTHERN AREA OF TUE SITE IS THE ONLY SECTION THAT CAN BE SEEN FROM A PUBLIC ROAD,
211>
�LpT1ctN eEHY 19 - <q �
S. THERE ARE NO HISTORICALLY SIGNIFICANT SITES OR STRUCTURES I IS LOCATED STALE OR LOCAL
Q T�26LF�t NUL'^' AGE 11971 - Fj R ARCHAEOLOGICAL
ON SHE TRACT DR ON MY MUTIING TRACT. ME SITE IS LOCAIID IIRfIN qN
21197\ W�l�,p•�, � �(}L MCHAEOLWICAL SENSIR4E MEA
�Q
'60"ad).NY S 9. WERE ARE NO TRAILS ON OR ADJACENT TO THE SITE.
10 THE SITE IS NOT MWIN OR CONTIGUOUS TO A CRITICAL ENMRONMENTAL AREA TRE SDE IS NOT RTUIN OR
KEY: CONIGUOUS TO TIE CENTRAL PINE BARRENS, AND IS NOT SITUATED IN AN SOPA.
w m 11. NO ENDANGERED, THREATENED, RARE OR SPECIAL-CONCERN ANIMALS, PLANTS OR NATURAL COMMUNITIES,
0 o AS CLASSIFIED BY THE NYSOEC NATURAL HERITAGE PROGRAM, HYSDEC OR THE UNITED STATES DEPARTMENT
OF WE INTERIOR. IRE FOUND AT THE SITE
LAND NOT IN
1Y,LW m p AGRICULTURAL USE 12. THERE ARE FOUR VABCUAR PLANTS CLASSIFIED AS 'TiREAIENED', WHICH OCCUR, OR MAY OCCUR, ON THE
Iml SIZE OR IN TIE IMMEDIATE MCINITY OF THE SIZE.
LOT 9 %@, i f' L, m m
X975 Y 11971 LT'(.V- Sc Sc LOT 1IA03 /D 13. NO MATURE FORESTS HERE IDENTIFIED DURING THE JUNE 2002 ECOLOGICAL SURVEY.
(1�26 Ln wilo RT RC119T AGRICULTURAL
LANG IN 14. MORE ARE NO KNOKN UNIQUE NATURAL OR GEOLOGICAL FORMATIONS ON WE 511E,
SLI"- GFD ROU 11971 115 H ID,tLY AgDdJLTURAI USE
66166 D•H1 SCUM 15. TIE SUBJECT PROPERTY IS NOT ADJACENT TO ANY _MES, PONDS OR OTHER WATERWAYS. THERE ARE NO
RECREATIONAL AREAS ON OR ADJACENT TO THE SIZE.
RESIDENTIAL VEGETATON
gig
POST-AGRICULTURAL UL OLD OLD FIELD/ S SUCCESSIONAL
pp (AICCESSIONAL OLD FIELD II SLCLf5510NAL SHRUBIANO CdAMUNITES)
��m
Z LOT 7 71 W^SUE ` J l I YOUNG WOODLAND
pA7R1CRy*^_ ,191E LOT 9 E, 9. CPRU NY it9-A tNva /f / /f (SUCCESSIONAL SOUTHERN HMOW0005 COMMUNITY)
E;a 27.2 LTY 9a NY G,twq.E OUO,iRAN�UENo
�lip� MUACF'Npt",9 1GO S�CO\IMO'C• BW41 Y 11971 MOWED AREA
THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS DATED Bags yryUM�' \ s/NM I pP ('IERRESTAL CULTURAL• COMMUNITY)
FEBRUARY 15, 2006 AND INFORMATION PREPARED BY FREUDENTHAL & 01 d
ELKOWITZ CONSULTING GROUP, INC. DATED JULY 24, 2006. L1"-
■ ■ ■ SOUTHWOLD MANOR EXISTING RESOURCES AND
■ ■ RMS ENGINEERING SITUATED AT SITE ANALYSIS PLAN
�p /� SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN
Muller a Schiavone Engineers IAC686 OLD COUNTRY ROAD, SUITE 801 68866 MAIN ROAD
■ ■ Robinson, GARDEN CITY, NY 11690 SOUTHOLD, NY 11971
OWN. BY: CHK'D. BY: SCALE: SHEET:
TOWN OF SOUTHOLD, SUFFOLK iCOUNTY, NEW YORK SL GJS
1" 80'
355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No: ISP - 3
SCTM: DISTRICT 1000, SECTION 183, BLOCK 3, LOT 15
No.4DATE REVISION DESCRIPTION 8Y CH'D Phone 631-271-0576 Fax 631-2711-0592 www.rmsengineering.com NY State LlCenee NO. 78397 09-05-06 09-11-06 2005-195
.]f✓SNJIT Irk
SALL
.GT.M. N0. I ;&- ERLY OF
�b How OR �� 25 CONTRACTOR SRS
11�y MRS F110
ADORES^& 56]55 RWIE I ( )
1}DL 11-2 SOUTHOLD. NH 179]1
PROPOSER REAR AND SDE YARD ENCLOSURL�E' S. p'NOW Oil FORMER USE: SFR OW _
CALOR WAIN UNR FEN AHTHGHY NSTOMW KCY PROPOSED DEDICATED Q �y II
g•_ DEPTH
/• NIGH GREEN TIGAL POSTS SET A App8E55: 56815 ROUTE 25 A FOR
Y111H 2• DIA. GN-vANIIED 9FR SOUTHOLD: NY 119]1 ggy
PATIO Ef115TING GARAGE AS
PROPOSED 6'-0. O.C. 8}p}17.A SOUZGHE R00 k MAINTEEIMCE
AREA FOR EN 31 p.00'
PASPPHHALTS VII
NO,
1000- USE SFR —°� STORAGE AREA CONTRACTOR
ENCLOSURE DE WITH Y S'IC T.M.NOW OR FmmA OD,LOLIITE r° ( 2.0
PROPOSED POOL ESTATE FEN Now
TE 25 '4O"E `° �I REQUIRED.
REPLACE02.09
4'_O• HIGH BLOCK COLOR am SET A g,_D. O.C. PftOMOE MNCENT DOL 58851 ROME 4 I I ITEM No. 1050
SQUARE M RmI P GATE WIM SAFETM LOCK AOBBPEDUSS11101D. NY 119]1 WI1d1 °� 07'4 _ WNN
(1) 3-0• NIDE ENTRY UNERoo
SFRDOSING
E,OI Y6NOMFNI I _ 9`O�'
p - a
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TENNIS 'DI^
PROPOSED PLATER ANTHONY FOR E
ROOF
COURT ENCLOSU R 56615 RILE 25 PROPOSD OVER
g•_0• HIEN GREEN COIR M SSDUSTj1aL0 08111871 - K O O
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3] 1 � 1 i I I I�; e9 �_ � LAND NOW OR FORMERLY OF
66� JANET L RYAN I
O ADDRESS 8D. ROUTE 25 i
�J SOUTHOLD. NY 119N
!UIYT1'�A ' �t i I 'UNIT 28 UNITI 1A, i I -' CA ZWE HB
�� ec�� i usE: see
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I N05°30'50"W � S.C.T.M. NO, ta0o-e3 03 12
LAND NOW OR FORMERLY OF I
PILIES REALTY HOLDING LLC
S.C.'RM. N0. 1000-8}D}26.1 PROPOSED LAN' HIGH
Aj,TyLONG 55PACED AT ADDRESS 56275 ROUTE 25 I
LANV NOW0, FORMERLY W. WTLKE W PROVIDE 6 FIT HIGH EVEN SOUTHOLD. H 11971 /
ZONE. HB
ApjpRMI 51215 RITE 25 SIDE O-CND'OHL C 1X15 USE AUTO REPAIR /
S'OUTHOID, NY 11971 SDE YARD
616.57' RAND SDE YARD ZONE:
PROPOSED USE. SORGE
^�-N a LOSNRREE;GREEN COLOR CHAIN LINK
•_` �. FEITEZ WITH 2 DIX GALVANIZED6F '
`" 1011CAL POSTS I
CA V i — \
PROPOSED REAR MOEJSIMOSIDE M
g•_0' MIEN WEEN COIAB WAIN LINK (n I O
FENCE WITH 27 DIA. GALVMIIFD
VERTICAL POSTS SET A 6'-O. O'C' N05'30'50"\N I DO
51 .34' ` �
BOISSEAU AVENUE
(TOWN OF SOUTHOLD - 66" WIDE)
THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN
MINTO, LS DATED FEBRUARY 15, 2006
ONE SOUTHWOLD MANOR ALIGNMENT PLAN
■ ■ RAPS ENGINEERING SITUATED AT
MENEAST END RESOURCES, LLC OW I�ALBERT A RITA COHEN
Robinson, Muller & Schiavone Engineers, PC SOUTHOLD 688APPLICANT: OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD
GARDEN CITY, NY 11630 SOUTHOLD, NY 11971
OWN. BY: CHK'D. BY: SCALE: SHEET:
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS "
1 40
355 New York Avenue, Huntington, New York 11743 '
No. DATE REVISION DESCRIPTION BY CHID Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com Gregg J. Schiavone, PE NY Slate Llcenee No. 78387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 DATE: DATE: JOB NcNo.:05-03-06 05-11-06 2005-185 %9P - 4
DRAINAGE CALCULATIONS
DRAINAGE AREA I = 20,"7.56 SF
T 1 31"Nrn
ROOF 8,214.00 M x 2 INA12 IN/FT) x 1.0 - 1.369 OF
NRF Y LANDSCAPING AREA 12,563.66 3 x 2 INA12 IN/FT) x 0.3 - 626 CF
000 6 Y 'Q TOTAL AREA = 1,997 M
S.GT.M. N0, 7 - OF
VNKFV°657- ROUIE 2i`
A9p` TM OWN 561191 II 3 (2) 12' DIA x 16' EFFE2 T DEPTH POOLS I BCHING CF/FTP00LS
6- EFFECTIVE DEPTH = 3,229 CF
B'ut1D NOW N"Cp �a LY
SPIR
F TOTAL AREA 20.466.15 SF 3.229 O'
Y 2USTONIXIDRAINAGE AREA, 11 -
AIW 5651NYg1z6 @ ( IN AGE . ., J�:;,. 31,Q ��'...
#
USE-.
DRA
SOUROOF
iaE. Reo 7.7.00 REA V _ OF
°3-03-1].4 USE; SFR row A
S.GT.M• N0. 10°0- M�Ly OF [O .d A r�On C N ,. TOTAL AREA IA]6 OF
Now IM FOR ADCUTMITE DRAINAGE N L .- . '.p: ''X:. ".
LAND k 2EAN -'. �' -
T1H n NRF A, LANDSCAPING AREA 12,327.105 SF x 2 INAT2 IN/Fr))x 0.3 - 1 16a CF
5
T pOLOMIIE 1 RO,IE 2 XIII ' - 1 \J ._ �• 8191111131
Howl 6966 AREA -.•_." ' , i ., _ I6 EFFE T
A°aSGUIN D, IT 11571 OR 1 = D1a x
ZONE'
HBO DRAINAGE ^ I AREA I '- 9.6 (z> 17. T POOLS xT11CO9°HCF/FT. 16 EFFECTVE DEPTH = 3,229 CF
PROF NEYSTONE U'7.' AREA II N - -- "" " _ 7.t 97776 SF .0 cF
DRAINAGE L "2�I�-'k `
BEFNNI LWNL B z Car O0
lJ _
srorn.3 AREA VI� 2. N
62 � � � , � 1 w �
IS RI NO OR FIMMF3ILY 11F M.H. - z " _ - 30A
(31)
'd _
ANTHONY FIX.-5OUE 1B ^ gIM`TXL a 271 k-, ) u„"1Y,
56616 Rp,TE n .. ........ I KB. ['
� N O '".
ADDRESS: , RY 11911 % INV- 26.2 (VA . - '. E:: TOTAL AREA J GF
Ti6W " I I I,I. R",., ., fra e�
,a O DRAINAGE AREA 111"1 -
17
sou . Reo a � � 1( .,.,, __.... ,..,_. ',. ., , ° I I , . $ � III . 2 story
n � OT �
A I I , I 1 ROOF 8,214.00 SF x 2 IN/(12 IN/FT) x 1.0 = 1,368 CF
n TURP k LANDSCAPING AREA 13,76370 SF x 2 IN/(12 IN/}'I) x °.3 = 660 W
m 6 \ ,.' _ -_ (3116) 1 I M.N. S" , i SFA 6 96Uti) 2a1 / e°' � Z (n
..� 205E 5� \ ..
O X - DIA x 16
1+1 46 31 _
DRAINAGE o N _ , 1" I _
' UNIT4A' 4m � E z63a�'' Nury 4zo•
HING
31.9.10 AREA IX �• I PoM r - TOTAL AREA 3.229 CF
H3 .. .- I I I ' I I I I - I I 1, INJ. 20.,y �E2 POOLS nF10D.BCCF/FTPo 1fi5 EFFECTIVE DEPTH = 3,228 CF
(sNHls) ., l C�' I -.II - ' 1� . - � _ � • e � (z) 12'
^ 110 �.._ .. .,,-, ., . ' I .�I �1 138 1 t _ i _ 11 r I +INJ. .381 _ R' � 64 J I :� "C3 NZN W =
'_I , X11
\\ 38 Y I 4 �O �s O O +�`E Q, DRAI1NAGE AREA IV - 22425.65 9F
TOTAL AREA! rl
d � ROOF 8,159,00 SF x 2 M/(12 IN/FF) x 1.0 1,360 OF
.! I 1 BUI ,I' I ,
b 'U INI� ` ]13 OF
4.1) BUILDIN. _ siM 7.i:+O6F 2A ; \ I; . .. .. _ °les II, N < = z.o]a CF
ie FFL ^ z II ,N nw N ERO aMuNps
- - -" � LANDSCAPING AREA 14,266.55 BF x 2 IN/(12 IN/FT) x 0.3
r l UNIT _- DV 101 l r _ - !,; 1 ( F ._, ".,_ 1 1a i, O
I -IFI UNIT '3B� I -' , I J i -I I I : g { - - I i.l D�•, i 315 (2) 12' DIA x 16' EFFECOVE DEPTH LEACHING POOLS
� Hl® I
\\ - I I a{ . -F I I I ° 1 t (,.,. ]121), . -
1\\@, n I F L- - ggig I ,e f..l"1 OTa MEA a,zz9 CF
-1 _ w1k C; I ' IT'2B'I - I ' '(� L U '. I. ICI. . , y' s QNB N
_ 3~ �-�16 2 POOLS x 100.8 CF/FF x 16' EFFECTIVE DEPTH 7.229 CF
I I UNIT DRAINAGE AREA V e 20.50227 SF
R \\\\ \ h '-. III 2 IG±_gI !• -, - 'll ` { '1 1 :_ IUNIT'�2.A� SEA b {H X821 "I rFR- 2o51_i., III �','Im 1 it :.I_. "f ,� � ` '� °) oe• ° �I " t- 87.
I 1 _..
IN ,WE
e
i '295 I f', SFA 0 +, _ I- .1 ]
\\ PaoT• ,-` 1, ILD 1-. ,' . I 1'. :I FFL �I I-,.1 ' ,, t _;- STA o.+ oDli .'t'. 1 i•16 i , 4 ;3 ' ' 1' ,, i III
\ PoM FL ,30.98 _---{ , -,_I". J. I" , ' 1 - t - _ qµ }y
\\) S L :'"� / ° ti; O°� ' " 3 �{ � � 7 ROOF 2,317.00 SF x 215/(12 IN/Fh x 1.0 = 366 Cr
\ - - • " s - I , _i_ -S ", . , .: -, • -'-�'-- ' CCC PPP O IMPERMWS 553.83 SF x 2 IN/(12 IN/FT) x 1.0 93 OF
\ 12 NRF k LANDSCA%NG AREA I7.931.M SF x 2 IN/02 IN/FT) x 0.3 - 897 CF
201.031,(5)_.. { { 1� ` !' ry A - - 155)• ' ,'r I/ �. ► '-xM 91 I. A TOTAL AREA a 1,376 OF
\ r i-Ut11T ' I , III I _
INv. 2 93'�� .-; r , I; I I ', '{ , ', ' ` a 31.0 _ .•. fai :I n.,.ri"• .. ., .. � � ^ � N EBOImEII
1 12 DIA, x 76 EFF
gINAG" ...R r Orr '� Z ) ECTYE DEPTH LEACHING POOL
1 3 ,
1 POOL x 100,9 CF/FF x 18' EFFECTIVE DEPTH - 1,614 CF
\\ 1 !IRON° ! I', I • _ ,i NOYe45 2
o' \ \\� 33.00 - 1 I UNIt}1,B I-, , I j :, %, _ • ' X F r I TOTAL AREA = 1.614 CF
^ \ i \ _ 1 I L II 1 ,', T - ' 13.139.50 SF
\ \\\ 1 d,�' , t -I .( IIi ' FnTT.28 '-' ' '`~ :U X290' A IOa < .£ XII
I ,, _ _ +�59A �• �� � E' PJ I Z DRAINAGE DRAINAGE AREA 1n =
' . � _, � ' .,.. rj1 � � _ ��� I AR 17 00 g
ARE TOTAL AREA 2.112 M
L -I
\ \\ Mese
30 W2 , rW c, �� � ' � IMPERNOUS 12,456.76 SF x 215/(12 IN/FF) x 1.0 = 2,077 CF
I R SIA �r t
le i 6 r
\\\ `RIM EL 31.2fik ' ; ' tSFAS 1 BEA 10
°6 la
`1��0
O er 1• v _ 12 DIA i6
� ; NRF & LANDSCAPING AREA 68285 SF x 2 IN/(12 IN/FT) x 0.3 35 OF
U , J 5 � Q (1W 21.0° � ^
8 I
1tlRPMl. 3z.(at _: BrOr14 Blm� x
\ ..Y.I (31) a005 I FM 16 /.•• 4 (5115)''��'. t JI T5' I I O LAM'EUOFN�MIRELLA �Y OF I (2) ERECTVE DEPT] LEACHING POOLS
\\\, / N e I I I TOMA9C 2 P°DIS x 100.6 GF/}T x 16' EFFECTIVE DEPTH - 3.229 CF
-IDRA\NAGE 1 1 I ADDRESS: 56476Y 1OUTE 25 \ TOTAL AREA 21 91804 SF = J.2T9 CF
OLPO INV. 18 '@ I I 71
O \- \\ AREA VI m ,y IRR. m. s DRAINAGE - I ,s7.. SFR ,
4 �" '' I ! - � ' � I I t I �R'I L T � SOUTH,-'N6 HB \ DRAMA- AREA NI =
v . .� ., I 11rv. na !a= l,f X'„ , A ' ;, '- I U, 8 '�I 1 0 \ lEGYBfII
Z \ \\\` �\ .,\ \ ,HBJ, I I. I II I ROOF 8,214°0 SF x 21NA12 IN/FT) x 1.0 = 1.369 OF
ao AREA I
{ y - J I 1 ,.LI -' \ IMPERNWS 894.39 SF x 2 INA12 IN/FI) x 1.0 - 149 OF
* TURF Y LANDSCAPING AREA 12.73].65 SF x 2 INA12 IN/FT) x 0.3 637 OF
a !1 I I 1
TOTAL AREA = 2,155 Cr
PROMOM
):I, \aa�m I (2) IV 01X x 16' EFFECTIVE DEPTH LEACHING POOLS
I SB:. 174, I o; EEK 2 POOLS x 100.9 CF/FT x IV EFFECTIVE DEPTH = 3,228 OF
\ S UNIT 3��I I I - 14 iFfi,3,�.00r"I §UILDIN'2A ` '; t .-. TOTAL AREA = 3.228 OF
O Q \ j3� `}}�� i L T i uNITIt2B_� -�' Y$ Q DRAINAGE MEA NII = 20,685.89 BF
Z ! \ \\ 8.32 I �3 3 bl i ��t I L Q SGLM. N°. 1°00-63-03-13 '
� V1 I i I 1119. IJILDING B Op n -( F r 3ZQU I , �tF4 7200 I . 'i LAND NOW°R FC;F LY OF
r I ROOF 8,159.OD SF x 2 IN/(12 IN/M x 1.0 - I.360 Cr
! \ \\\ "mr, � �.L1 0 (�f pV U -' .i_I �_�_ " i _ CI ',rcl + ROI O OI8 r '- W JANET L RYAN
Tp6- \ I, 1 - { `I S $_i' h _ .ai TURF OUS 1.273.57 OF x 2 IN/(12 IN/FT) x 1.0 - 213 CF
" F 1 1 (]216>e�I - A0 5DunHO DNYR1,971 I NRF k LANDSCAPING AREA 11.453.32 SF x 2 IN/(12 IN/FT) x 0.3 573 OF
6UILQ1lyG A. h ( 1 1 __ _ 01 zaNe xa i TOTAL AREA = 2,146 OF
"7,7
2Prj L_: ._ 00 usE: SFR
_ -
\ + 38C I Irk. I I 1 ,V v I o I I I L -I I I -I_ �. J � N I (2) 12' DIA x 16' EFFECTIVE DEPTH LEACHING POOLS
y� -r-I ) 14 - I I I `' t{ '�' (3t?'-0. " I
Iplii x 16 R. ♦ .. IIJ t 7 ( F INV. IT 3O+ . . '_', l 1s1 T6 9A
Ix I O\1T_- z POOLS x 100.9 CF/FT x 18• EFFECTIVE DEPTH = 3,229 CF
(� VA 1; - TOTAL AREA 3.229 CF
/� V A, _ a9 D V 1 I . 1 - qq
Z V • v POeS m 1 I J22S) tl 1 : <J 3j �9 ^ DR0.�INACa7. AREA I7. - {2678 B5 SF
\ VAVA \ O� ��.. v I f 1 I I I r LUN .I `•
UNIT
ROOF 10,453.06 SF x 2 IN/(12 IN/FT) rc 1.0 1.742 CF
Ib e I /( /FT) X 1.0 = 848 OF
\ TURF I-A 5,095.°° SF x 2 IN 12 IN
ONO 150 W N �- TURF & LAN05CAPING AREA 27,335.85 SF x 2 IN/(12 IN/FT) x 0.3 1,367 CF
J
N05
�9 ..yry -,.._ . --' „ - '- �ppp-6r03-26�7`..p X yt
O SGZM. No IOOO-83-0x12 ' TOTAL AREA = 3.957 CF
dVMTAOUR ^ - - -N. 1
nw (3170)\ - ) o hSTA 0 +•1108 \ \ \ \ \ 0°1"1 ,....•' - " Si.C.T.M N0. 1 2AI USE AUTO REPAIR 12 DIA x I6 E -iM,N. 3 1 LMO NOW OR FdRMERLY DF IDRAINAGV � r"L�I� 5fA t + 7.]E" M � 32(� IW 30.0°
-. WH0 NOW OR FORMERLY OF M �. /
ST \ �,, DLP a ._ ._... - (TW 3200 I CHARLES W- TA'- \ A TOTAL AREA = 4,84} CF
_ LAND REALTY
RIM 7.1- S250t \ \ ' 1 17 55215 ROUIE 25 DRAINAGE DRAINAGE
E� \ \\ , : _ - - ,_, _ ADDRESS: y 179]1 \ AREA 111 gREA X D AREA IV
AOOPESS. 5fi2]5 fl
SOUTHOLD, NY 179]1 BtMI�.
INV. 16.5 (aU \ \ \ 1 .. ....,..'. 500%E - 37.862.04 SF
205E HB (3) FFECTVE OFPT1 LEACHING POOLE
�f 3 POOLS x 100.6 CF x I6 EFTECTVE DEPT] 4,813 CF
rtN. i6.a O 1 \ \\\\\ mL�W O,Muy+-1 " _.._ _ , ;_ \ -j :` DRAT AGE I
I DRAINAGE AREA %
\ o \\\'. _','1, �y ? 57 N 'i;caFr'y UtL- AREA VIII IPROPOSED KEYSTONE USO STORAGE
616. \ R00 &214.00 SF x 2 IN/(12 INF x 1.0 369 OF
% RUNNING
WALLA' I IMPERMOUS 1,273.57 SF x 2 IN/(12 IN/FT) x 1.0 - 213 OF
,�` \ 0"r F<, ;19..1:',',1. RIVER
TO CRS DMtlTHG SP 8
� -`_ DRAINAGE '•F�L" TURF h LANDSCAPING AREA 28.494AJ SF x 2 IN/(12 IN/TT) x 0.3 1,47.5 OF
AREA X \ 1 TOTAL AREA - 3,007 OF
�' \ DRAINA TIONS CONT'D
X DRIAINAGE STRUCTURE TABLE DRAINAGE RE M ALCUL4sA84 sF B191�.
y{ALy FURNISH AND `\\ ,I` \ ' y,,,r1 I Q (T) 12' OIA x 16' EFFECTIVE DEPTH LEACHING POOLS
H:04TRACIOT,E,IPptARY 511EEi1NG � , , 9 ! STiUCNRE TOP INVERT SIRUCNRE TC GRATE INVERT � 2 POOLS x 100.9 CF/FF x 16' EFFECTIVE DEPT] = 3,229 Cf
S \ \\( 1- DLP 1 25.00 21.00 CB-1 25.00 24.50 20.56 IMPERVIOUS 2248.84 SF x 21N/02 IN/FT) x 1A = 375 CF I 'r TOTAL AREA = 3,229 OF
1 N HISTO d51UR6 a0 Ou HAS \ \\\\I ' I `I
n euI1D1NG5 OR PROP pBSNr..Jol;� ,nun BUILDING _ = 3]6 CF 21,336.55 SF
5 BUI G FOR D P 2 2500 20.fiB A 2 2500 24.50 20.56 OTA AREA \ M
\ \ PROPOSED AGLA55 WA51E OLP 3 24.50 20.50 CB 3 ZB 50 28.06 24.06 \ DRAINAGE AREA NI n
E
CHE451RUCTDN \\\\ .�� W 511E REM DIP 4 26.09 E 21.18 CB-4 26.50 28.00 24.06
m \\ N O WAILER iREAiMENT FADMITY CB-5 26.00 2550 17.00 (1) 12' DIA x e EFFECTW DEPTH LEACHING POOL \ IMPERMOUS 20.655.70 SF x 2 INA12 IN/FT) x 1.0 - 3.443 CF
\ DLP 5 31.00 24.62 CB-6 26.00 25.50 21.87 1 POOL x 100.9 CF/FF x 4' EFFECTIVE DEPTH = 403 OF \ NRF k LANDSCAPING AREA 682135 SF x 2 INA12 m/FT) x 03 35 CF
DLP 6 31.00 24AG CB-0 31,35 27.5° TOTAL AREA - 403 OF \ TOTAL AREA = 3.47B OF
DLP] 30.50 25.8° CB-5 - 31'30 27'50 DRAINAGE AREA XIV
= 2080.99 SF \ Btu NOTES.
DLP 6 30.50 25.64 STRUCTURE TOP INVERT �I�
DLP 9 30.5D 25.82 IMPERMOUS 2086.99 SF x 2 INA12 IN/FT) x 1.0 - 348 CF \ (3) 12' Ola x 16' EFFECTIVE LS. 1 LEACHING POOLS 1. ALL DRAINAGE PIK SHALL BE 18'
DIP 1D 30.50 25.46 DMH-1 31.50 26.98 TOTAL MEA = 346 CF '� 3 POOLS x 100.9 CF/FF x 18' EFFECTIVE DEPTH - 4,843 M DIAMETER HIGH DENSITY POLYETHYENE
n TOTAL AREA - 4,843 M PIPE (HOPE) PITCHED AT 1.0E UNLESS
p ^ DLP 11 ID.TS 26.63 OTHERWISE SPECIFIED.
OP 12 31.25 26.47 P DRAINAGE AREA XII = 25.323,99 SF
DLP 13 2 5 4.16 (1) 12' DIA x 4' EFFECTIVE DEPTH LEACHING POOL BF�M 2. ALL DRAINAGE PIPE SHALL HAVE 2'-0'
DIP 14 28.00 24.00 1 POOL x 100.8 GF/FT x 4' EFFECTIVE DEPTH - 403 CF MINIMUM COVER.
DIP 15 28.56 24.16 TOTAL AREA - 403 CF IMPERVIOUS 22681.11 SF x 2 INA12 IN/F) x L° - },14 CF
NRF A LANDSCAPING AREA 2,H218 BF x 2 IN/(12 IN/FT) x °J - ,93 CF 3. THERE MUST BEA 10' MINIMUM
E DIP 17 30.50 25,60
DIP 17 30.b0 25.64 B O I S S E A U AVENUE TOTAL AREA = 3,Wfi OF SEPARATION BETWEEN ANY LEACHING
�. DIP I8 32.00 26.]8 POOL (STORM OR SANITARY) AND THE
'D DIP 19 3200 26.82 Btu. WATER MAIN
DLP 20 3175 26.88 (TOWN OF SOUTHOLD - 66' WIDE) (3) 12' DIA. x 16' EFFECTVE DEPTH LEACHING POOLS 4. ALL ROOF DRAINS SHALL BE 8' DIAMETER
] POOLS x 100.8 CF/FT x 15' EFFECTIVE DEPTH = 4,843 OF PVC (SIR-35) AT 1AE UNLESS
OTHERWISE SPECIFIED.
DLP 21 31.75 26.72 TOTAL AREA = 4,843 CF
DLP 22 39.20 26.88
DIP 23 29.10 25.44
DLP 7.4 29.60 25.60 CAUTION TO CONTRACTOR
DIP 25 32.56 26.87
0 0 8 J2- 7.03 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT ME LOCATOR AND/OR
EIEVATIONS OF EXISTNG UPLITES AS SHOWN ON THESE PLANS IS BASED ON
7 31.00 - RECORDS OF THE VARIOUS UTUTV COMPANIES AND WHERE POSSIBLE,
NEASUgEMENTS TAKEN IN THE ROLE. TIE INFORMATION IS NOT TO BE RELIED ON
AB BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION. IT IS THE
RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTNG UTIUMS WHICH
CONNCT WITH TIE PROPOSED IMPROVEMENTS SHOWN ON TIE PLANS
3
N
� � � SOUTHWOLD MANOR GRADING AND
� �
RMS ENGINEERING SITUATED DRAINAGE PLAN
S O U T H O L D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN
■ ■ ■ Robinsons /� 686 OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD
Muller & Schiavone Engineers, IAC GARDEN CITY, NY 11530 SOUTHOLD. NY 11971
e ' OWN. BY: CHK'D. BY: SCALE: SHEET:
_ TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS
1" 40'
355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.:
_ Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 S P 5
No. DATE REVISION DESCRIPTION BY OHIO Phone 631-271-0576 Fax 631-27'1-0592 www.rmsengineering.com NY State Licenee No. 78387 05-03-06 05-11-06 2005-186
e
SOIL BORINGS
J(J9NJIA
36-1 SB-2 SB-3
EL 324'3 GROUND SURFACE P32R�UNWDROUND SURFACE d. 32.5'1 GROUND SURFACE
yl 1 OMI(9M.11, 1 9LT W. 1 RAN 9LTLOW. ANlOR POW�Y OF `'J I°m 1tttttt _OVAL 8156755 RPWh 26 ij !alp Num, �D Hee) 19LT IOWI I Delof )D1 Ls GRA
ADDRESS NY 11971 $ g 5 gar ext-1 DmRi- a,aiiXo-2 ` 20 E HB aaxas.Wo.S.O.T.M. NO. 100FFORME1LY OF USE: SFRy ( xo-,) eR-
LN1µR°IpNY ZUSTOVICN25q � MDE s.xDADDRESS: 5631NY tU11417.7 % 310.00APPROYJMAIE LOCATION OF %)o-am'03-17.4 50UZp E. RSD �- UcmWAcTOR SHALLTILITY SEFAACES. VERIFYt0 sm_
FORMERLY 7. USE: SFR maorm to
SC.T.M. N0. 1000-63- r° °� ( ) _
LOCATION PRIOR TO onMls rut sul0 y�oWsl
n.maw
D NOW OR FORM A DOLOMITE , n INSTALLATION. (mxo-,$) mµmAxOi
NNCEN��TM�N WWTE 25 07'44 40 _ mLawsn- (m%us)
pg1mm (� m umT aft.-Tm sum riiEauva D
20NE 880 1 ypITUMDR i Y V.maw
USE SFR fsrxo-4e) (%1(o-es)
63-03-17-3 6 22.7 8' -� N
SC.T.M. NO. iO F.NEmY (W) ^ s
�DANTOIWIDNY FOR�.E 26 STA 0+3 ro� J- taa'^, a x.16 WA :� I RR � O O Ds¢��,
ADDRESS 5861NY 11971 RIM EL 1 9WxL• s L 'r O •• (s%o-es)
ZONE.. Mgp 26.25 (1'/) ' € 1 I , yA '
USE: SFR tY 0.1. WATER MAIN °- Op t I - M.H. 6 • 2 story frame
d
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r I I M
00 NOTES:
0 ICS 1. SOIL BORINGS CONDUCTED BY SOIL MECHANDRILLING51 .34
N05 50 ( CORP. ON MARCH 23, 27 k 26, 2006
51 . '
\
NOTE 2 CONTRACTOR SHALL REFER TO GEOTECHNICAL ENGINEERING
UTILITY CROSSING TABLE REPORT, DATED APRIL 4, 2006 FOR ADDITIONAL
CONTRACTOR SHALL REFER TO SANITARY SEWER CO=TON \ INFORMATION
SYSTEM DESIGN AND CROMOGLASS TREATMENT PLANT DESIGN
DRAWINGS PREPARED BY MICHAEL P. CHIAREW ENGINEERING FOR \
FURTHER INFORMATION. \
° N0. GRADE WA 7D? SANITARY DRAINAGE
GRADE \
TOP INVERT TOP INVERT TOP INVERT
A 31.50 27.00 1 26.90 17.98 17.1(1l
7.91 FT \
B 25.75 20.95 20.26 1850 16.64 1.66 FT \
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(TOWN OF SOUTHOLD - 66' WIDER
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MEN SOUTHWOLD MANOR UTILITY PLAN
■ ■ RMS ENGINEERING SITUATED AT
n SOUTHOLD U T H O L D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN
Robinson, Muller .8L Schiavone Engineers, PC 888 OLD COUNTRY ROAD, SUITE 901 58865 MAIN ROAD
GARDEN CITY, NY 11530 SOUTHOLD, NY 11971
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OWN. BY: 3L CHK'D. BY: G JS SCALE: 1" 40' SHEET:
355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB NO.:
, BLOCK 3, LOT 15 ' 6
No. DATE REVI810N DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-2711-0592 www.rmsengineering.com Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63NY State License No. 76387 06-03-06 05-11-06 2005-195 S P
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nomx01 Ntl11° ' L3fM 5215 ROUTE 26 USE: AUTO REPAIR
ADDRESS
SpUTHON Ry 11971 , HYDROSEm •A• (ECOLOGY MIX m 170 LB/ACRE)
ZONE: NB 60,5 RELENT H O FESCUE
6 USE STORAGE
/ 20R JAMESTOWN II CHEWINGS FESCUE
1. ALL PLANT MATERIAL GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE BY OWNER.
2. ALL PUNTING BEDS TO BE MULCHED WITH 4' OF SHREDDED BARK.
3. ALL PUNTING BEDS TO RECEIVE 4. OF SCREENED TOPSOIL PRIOR TO PUNT INSTALLATION.
IRRIGATION KEY SPRINNIkI HEAD I Q 4. NO PLANT MATERIAL EXCEPT LAWN OR GROUND COVER, IS TO BE LOCATED WITHIN 2' OF ANY PARKING LOT dERBS
n 6' FUNNY PIPE
(n FINISHED GRADE i � S. LANDSCAPING SHALL BE PUNTED AND MAINTAINED IN OOMPUANCE WITH THE TONE OF SOUTHOLD SUBDIVISION REGULATION AND
E (/1 NELSON PRO 60G0 SERIES GEAR DRIVE SPRINKLER - 25 GPM/30' O.C. FINISHED GRADE 1/Y SWEET ELL 1'7 SITE IMPROVEMENT SPECIFICATIONS AND ADDENDA.
N 05'30'50"\N NELSON PRO 6300 SERIES SPRAY HEAD SPRINKLER - 1.5 OPM/16' D.C. CIWC VALVE SWING JOINT OR 00
VALVE BOX FUNNY PIPE 1//2' PVC RISER RAL BARB FITTINGS ` 6. THERE SMALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY STAFF OF THE S0117HOLD PUNNING DEPARTMENT.
' Q' RICHOEL MODEL 217 Y SOLENOID VALVE IN AMATE% FIBERGLASS BOX LENGTH AS REQUIRED 7. ALL DECIDUOUS TREES TO BE SECURED WITH TWO 3 DIA CEDAR STAKES, 180 DEGREES APART.
51 .34 A YQ TEE
® ZONE NYI7ROSAVet PRWNE CON1Rrylm I% ,L� n I 24' MAX. PVC lVC VC LATERAL LINE
F- I. PVC LATERAL B. ALL ROPES AND WIRES SURROUNDING ROOT BALL TO BE REMOVED PRIOR TO BACRFlWNG OF TREE PITS/TREE TRUNK WRAP TO
AN UNE `3' LAYER ROCK
1ERA UNE TO BE UNE BE REMOVED.
OD 2' FEBCO MODEL 8057 BAq(ROW PREVENIEIi DOUBLE CHECK VALVE CRUSHED ROCK LOCATED WITHIN 24' OF pvC sWINn .IaNT FLEX PIPE SWING JOINT 9. NO TREES TO BE LOCATED WITHIN 10' OF DRYWELLS. WALLS. OR PIPING AND DRAINAGE STRUCTURES AS PER TONE OF
o ==4' DIAMETER SCHEDULE 40 PVC SLEEVE CON�EREWCURB OR WALK
i SOUTHOLD STANDARDS
-2' DIAMETER SCHEDULE M PVC WATER MAIN ELECTRIC VALVE ASSEMBLY IRRIGATION HEAD AT CURB OR WALK HEAD TO LATERAL PIPE CONNECTIONS \ t0 ALL PROPS ALONG PROPOTREES TO BE SED SIDEWALKS UP TO A HEIGHT OF 7 FEET TO AVOID ANY INTERFERENCE NIM PEDESTRIAN
40 ZONE DESG-NAION
\ 11. EXISTING VEGETATION AS SHOWN ON THIS PLAN SHALL BE RETAINED.
12. PLANING OF STREET TREES AND OTHER PUNT MATERIALS MUST BE UNDER THE SUPERVISION OF A GRADUATE LANDSCAPE
TEMPORARY RISFIT AND CAP ARCHITECT. THE DEVELOPER MUST SUPPLY THE TOWN ENGINEER WITH THE AFFIDAVIT OF THE GRADUATE LANDSCAPE
nE IRRIGATION SCHEDULE M R B O I S S E A U AVENUE ARCHITECT STATING THAT THE QUALITY, VARIETY, SIZE OF PLANTS AND PLANING PROCEDURES CONFORM TO THE
SOLVENT WELD C TO USER
_ 601E AIA, HEAD 300 SPY TOTAL FINISHED GRADE
" 1 27 PRO 6300 HUGS 1.5 40.5 24 PAVEMENT ADE IRRIGATION SYSTEM NOTES SPECIFICATIONS OF THE TOWN OF EAST HAMPTON.
' 2 21 PRO 6000 HU05 25 52.5 12 1. ZONE LINES TO BE POLYETHYLENE 100 LBS VACUUM 13. THE FAOUTY LANDSCAPING WILL BE PROPOSED OF NATIVE. LOW-MAINTENANCE. DROUGHT RESSTIVE VEGETATION MICH WILL
3 19 PRO 6000 HEADS 25 47.5 1/Y STREET ELL SLICED H1H UNDERGROUND WIRING 14/1 OF (TOWN OF SOUTHOLD - 88' WIDE) NOT REQUIRE IRRIGATION. -
14, EXISTING CEDAR TREES TO BE TRANSPLANTED ALONG THE PERIMETER OF THE PROPERTY.
4 20 PRO 6000 HEADS 25 50 RAY HEAD 2 CONTRACTM RESPONSIBLE FOR OBTAINING ALL REWIRED
5 38 PRO 6300 MUDS 1.5 57 PVC ULE 4U TEE PERMITS AND INSPECTIONS
i 8 20 PRO 6000 HEADS 25 50 IS" FOR UTERAL/24' MAINLINE PVC LITERAL LINE FIELD3.
SP HEAD AND LINE LOCATIONS ARE SCHEMATIC AND MAY
7 21 PRO 8000 HEADS 25 520 SLEEVE AS EdFORFIED 1/2' STREET ELL REQUIRE O ADJUSTMENTS
B 25 PRO 6300 HEADS 1.5 37.5 BO' ELL (TYP.)
9 20 PRD 6000 HEADS z5 GO SLEEVE INSTALLATION DETAIL e' POP-UP SPRAY HEAD DETAIL
10 30 PRO fi300 HEADS 7.5 45
11 15 PRO 6000 HEADS 1.5 22.5
i
SOUTHWOLD MANOR LANDSCAPE AND
■ RMS ENGINEERING I �T yea SITUATED AT IRRIGATION PLAN
A n
p f APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN
9 ■ � . Robinson Q
Muller Schiavone Engineers, PC m r a // SOUTHOLD 888 OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD
GARDEN CITY, NY 11630 SOUTHOLD, NY 11971
F F Ha
DWN. BY: CHK'D. BY: SCALE: SHEET:
a
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS 1" - 40'
_ _ _ _ _ 355 New York Avenue, Huntington, New York 11743 Richard B. Ignatow, RLA DATE: DATE:
SCTM: DISTRICT 1000SECTION 63BLOCK 3LOT 15 JOB No.: P
No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 767 , , , 05-03-06 05-11-06 2005-195
Of✓9N91N n
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D}16 n w� n w r
S.C.T.M. N0. 1000FOEOLy OF O� SILT FENCE TO SIE �_
�m G,']O HAVBALES
ORSHO � SILT FENCE
VALERIE25 1 TOR SHALL INSTALL AND LAND NOW '�M755 AZ
ADDREs`Sr NY 11971 9 ® CONSTRUCTION ENTRANCE
140. 1 BY03-17.2 F 500 2�E NB MAINTAIN EROSION CONTROL
LY OF
MEASURES FOR THE DURATION OF II
s.CTpA1im aR ORM a 25 G USE: SFR Com mucnoN. (TTP)
IAN °"56515 ROTE 310.00' �
,,l NY
2700
NY ,1971 N m n m
_ 20NE ft60 _o TN . I N Holfi5„py1J 4 USE SER ro ' 1. IN AREAS WITH SLOPES UP TO EIGHT(6) PERCENT, CONTRACTOR
ISCTM.OW OR FFORMERLYp OMI11E ,
N
_ "E N °l"'K,;:" '' SHALL FURNISH AND INSTALL SILT FENCE ALONG ALL EDGES OF
VINCENT N Wy 17 25 - I /\o �4 40 _ _ _ m
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USE, SFR N ai 3 \ 77
2 IN AREAS MTH SLOPES EXCEED EIGHT B) PERCENT, CONTRACTOR
17.3 -n \ n
_ SHA FURNISH AND INSTAL SILT FENCE 6Up.HAYBALE6 ALONG
F 622.7B GO t N \ �. ALL EDGES OF DISTURBED ENCS HATBMES SHALL BE PLACED
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100 Nu" N FOTRGIIINE CD
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5THE ALONG THE EOCE OF NI THEBED AREAS BOARDWALK AND THE EAST
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BOISSEAU AVENUE
(TOWN OF SOUTHOLD - 66' WIDE)
SOUTHWOLD MANOR STORMWATER POLLUTION
■ ■ RMS ENGINEERING , SITUATED AT PREVENTION PLAN
p p rC SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN
- ■ Robinson' ., Muller Schiavone Engineers, 868 OLD COUNTRY ROAD, SUITE 901 58855 MAIN ROAD
V GARDEN CITY, NY 11590 SOUTHOLD. NY 11971
DWN. BY: CHK'D. BY: SCALE: SHEET:
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJs 1" = 40'
355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No: � P
No. DATE REVISION DESCRIPTION 9v CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State LIcenae No. 78387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 05-03-06 05-11-06 2005-195
HIGHWAY PAVEMENT
RAMP EDGE OF SIDEWALK
MAINTENANCE AND PROTECTION OF FLUSH SMOOTH
TRAFFIC SCHEMES NOTES: TRANSITION SCORE MARK
FOR SIDEWALK RAMP EN RA NO - - 2"
TWO-LANE, TWO WAY ROADWAY MPT NOTES:
1. SIDEWALK CURB RAMP TYPE AND LOCATION ARE IN SHOWN ON THE PLANS R AS DIRECTED.
SHORT DURATION LANE CLOSURE 1. ALL WORK ZONE RELATED SIGNS SHALL HAVE FLUORESCENT ORANGE BACKGROUNDS CLASS 2. ALL SIDEWALK CURB RAMP TYPES MAY IF USED IN STRAIGHT A CURVED CURBED SECTIONS. WIRE FABRIC
D Wlni BLACK LETTERING OR SYMBOLS I L '
3. SIDEWALK CURB RAMP TYPES MAY BE DIFFERENT AT EACH LOCATIONS WITHIN AN INTERSECTION.
7'
2. THE CONTRACTOR SHALL MINIMIZE THE DURATION OF DROP-OFFS ADJACENT TO THE 2-0"
EXISTING TRAVEL LANES. THE CONTRACTOR IS NOT TO EXCAVATE THE SHOULDER AREA SIDEWALK RAMP CRITERIA IDEWALK CURB RAMP
UNTIL THEY ARE PREPARED TO COMPLETE, IN A TIMELY MANNER, ALL SUBSEQUENT ITEM ALK CURB
BD OPERATIONS TO COMPLETE THE PROPOSED WORK. IN THE EVENT OF CIRCUMSTANCES 4. THE MAXIMUM SLOPE OF A SIDEWALK CURB RAMP IN NEW CONSTRUCTION SHALL
A. WORK PERIOD HOAOWORL B. NON-WORKING BEYOND THE CONTRACTOR'S CONTROL. SUCH DROP-OFFS SHALL BE EUMINATED BY OR AT BE 1:12. IF SPACE LIMITATIONS ON EXISTING SITES PROHIBIT THE USE OF 1:12, THE SIDEWALK CURB RAMP DETAIL
(SEEM TT NOTE 6) G71-2C (SSE M"NOTE 2) THE EXPENSE OF THE CONTRACTOR AT THE END OF THE FORTY-EIGHTH HOUR AFTER THE FOLLOWING SLOPES AND RISES MAY EX USED;
LAST TIME THE WORK FORCE ACTIVELY PURSUED CONSTRUCTION IN THE DRP-OFF AREA.
NO DROP-OFF GREATER THAN 6 INCHES IS TO REMAIN OVER A WEEKEND OR HOLIDAY. A SECTION A-A
DROP-OFF IS CONSIDERED ELIMINATED IF TAPERED AWAY BY A 1 ON 4 SLOPE OR FLATTER. A. STEEPER THAN 102 (8.33x) BUT NO STEEPER THAN 1:10 (107),
rjTOADWOFKj 3" MAXIMUM RISE, 3 FT MAXIMUM RUN. HIGHWAY PAVEMENT SURFACE
3. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL CONFORM TO THESUBJECT
NYS MANUAL OF 1:12 4'-0" IN. 1:12
G11-2C UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND SHALL BE SUBJECT TO THE APPROVAL B. STEEPER THAN MAXIMUM
(RUN. BUT NO STEEPER THAN 1:8 (12.57) 3" MAXIMUM SIDE FLARE RAMP SIDE FLARE
OF THE ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION. ADDITIONAL REQUIREMENTS RISE, 2 FT MA%IMUM RUN.
ARE AS FOLLOWS:
A) NO DRUMS, CONES, BARRICADES OR OTHER TRAFFIC CONTROL EQUIPMENT SHALL C. A SLOPE STEEPER THAN 1:8 (125) NOT ALLOWED. _
REMAIN IN A POSITION WHERE IT WILL INTERFERE PATH, OR BE DISTURBED BY, A
SNOW PLOWING OPERATION. THE WORK MUST BE SCHEDULED TO AFFORD THE 5. THE MINIMUM WIDTH OF A SIDEWALK CURB RAMP SHALL BE FIVE FEET.
_
SAFE REMOVAL OF SUCH DEVICES WHEN NECESSARY. EXCLUSIVE OF FLARED SIDES.
• B) CONTRACTOR'STHE TI ( ES CLOSURE SCHEMES INTHE PLANS. ALL LANE CL09NGRE SUBJECT TO THE PRIOR 6. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE
• rvo APPROVAL OF THE ENGINEER RESPONISBLE FOR CONSTRUCTION INSPECTION AND ADJACENT DIRECT OR HIGHWAY SURFACE
THE TOWN. CONTRACTOR SHALL REFER TO GENERAL NOTES ON COVER SHEET
CURB
• FOR LANE CLOSURE INFORMATION.
4. PERMANENT PAVEMENT MARKINGS SHALL BE DONE IMMEDIATELY AFTER TOP COURSE PAVING
SIDEWALK RAMP SURFACE FINISH SIDEWALK CURB RAMP DETAIL
Huf OPERATIONS ARE COMPLETE. SECTION B-B
7. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FIRM, AND SELF
5. PAVEMENT MARKING LOCATIONS, SIZES AND LENGTHS ON THE ROAD(S) SHALL BE AS SHOWN RESISTANT I.E. COARSE BROOM FINISH PERPENDICULAR TO THE RAMP SLOPE IS ACCEPTABLE
ON THE PLANS, OR AS DIRECTED BY THE ENGINEER RESPONISBLE FOR CONSTRUCTION ON CEMENT CONCRETE CURB RAMPS. NOTE: IF THE DISTANCE FROM THE TOP OF
INSPECTION.
RAMP TO THE BACK EDGE OF THE
W1-11 SIDEWALK IS 4'-0' OR GREATER, THE
• 6. THE CONTRACTOR MUST CHEMATTEMPT TO REOPEN ALL TRAVEL LANES AND INSTALL THE PAVEMENT MARKINGS AT CROSSWALKS SLOPE ON THE SIDE FLARES MAY BE 1:10
'NON-WORKINGWHICHTH HOURS'K SCHEME FOR OVERNIGHT PERIODS. CERTAIN EXCEPTIONS NIGH . THE
MAY APPLY A
4 y► / O FOR WHICH THE 'WORK PERIOD CLOSURE' SCHEME MAY BE LEFT OVERNIGHT THE B. SIDEWALK CURB RAMPS X MARKED CROSSINGS SHALL BE WHOLLY CONTAINED MPY •L
tl 1J b rvo CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR THESE OVERNIGHT LANE CLOSURES BY N1hIIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.
TT • THE ENGINEER RESPONISBLE FOR CONSTRUCTION INSPECTION.
W3-10D • W3-10D 9. WHERE STOP LINES ARE NECESSARY, THEY SHALL BE LOCATED IN ADVANCE OF
m • WL.-13D 7. THE CONTRACTOR SHALL SUBMIT, SHTO THE ENGINEER RESPONSIBLE FOR CONSTRUCTION SIDEWALK CURB RAMPS. A
♦ ■ ■ INSPECTION, FOR APPROVAL, DRAWINGS INDICATING PROPOSED METHOD OF REMOVAL }
• OF IT ISTNG PAVEMENT NTNG AND ALL METHODS SHALL CONFORM TO THE NESWREMENTS TIITIS AND DRAINAGE G
mOFT � OF ITEM 635.0102, CLEANING AND PREPARATION OF PAVEMENT SURFACE-LINES. IN TS OR RA
W8-8C EL REFER TO THE NYS MUTCD REGARDING SON NUMBERS. 10. IF FEASIBLE PROVIDE FOR DRAINAGE INLETS OR GRATES IMMEDIATELY UPSTREAM FROM
THE CURB RAMPS. RE11CUUNE OR RECTANGULAR DRAINAGE GRATES ARE TO BE USED IN 'L
® 9. ALL TEMPORARY SIGNS FOR MPT SHALL BE COVERED UNDER ITEM 619.02 - CONSTRUCTION THE AREA OF CURB RAMPS.
WI-11B SIGNS.
11. DO NOT PLACE SIGNAL POLES, SIGN POSTS, UTILITY POLES, FIRE
W8-8C 10. THE TRAVEL LANE SHALL BE :SWEPT CLEAR BY THE CONTRACTOR BEFORE THE LANE IS HYDRANTS, ETC. WITHIN THE RAMP OR SIDE FLARE AREA.
HAxs REOPENED TO TRAFFIC. .V
MOD" 11. REFER TO SECTIONS 231.4, 233,5, 238.4, 254.2, 301.2, 234.10, 238.1, 238.7 AND GENERAL Q
I� �p4 5np W8-8C ,Ip1, S,T,�
No ,
SUBCHAPTER G OF THE NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. r
W8-8C V u ® �/ u 0� � 12. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC AT ALL TIMES DURING 12. ALL ROOF DRAINS SHOULD BE CONNECTED TO THE ON SITE DRAINAGE SYSTEM.
CONSTRUCTION. 13. STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE PATH THE REGULATIONS AND SPECIFICATIONS SIDEWALK CURB RAMP DETAIL
WI-11B Wh13D OF THE TOWN OF HEMPSTEAD.
13. THE CONTRACTOR SHALL NOT REMOVE MORE THAN 200 FEET OF E%ISTNG PAVEMENT PRIOR
TO PLACING NEW PAVEMENT. NEW PAVEMENT REAS MUST INCLUDE THE BINDER COURSE 14. THE OWNERSHIP, MAINTENANCE AND REPAIR OF THE DRAINAGE DRY WELLS WITHIN EACH LOT IS THE
ono ow BEFORE ADDITIONAL PAVEMENT EXCAVATION CAN BEGIN. RESPONSIBILITY OF THE HOMEOWNER.
lsao 14. ALL LANE CLOSURE SCHEMES SHALL HAVE THE PRESENCE OF A "FLASHING" ARROWBOARDSIDEWALK RAMP NOTES
W6-1C (ITEM 619.0303). 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,PLAWS AND APPLICABLE COSTS. TOWN, COUNTY, STATE AND FEDERAL 1. THE MAXIMUM SLOPE OFA SIDEWALK CURB RAMP IN NEW CONSTRUCTION
15. ALL LANES MUST BE
EN TO TRAFFIC 7 AM TO 9 AM AND 4 PM TO a PM WEEKDAYS. NO SHALL BE 1:12. IF SPACE LIMITATIONS ON EXISTING SITES PROHIBIT
LANE CLOSURES ARE PERMITTED ON WEEKENDS OR HOLIDAYS. THE USE OF 1:12 THE FOLLOWING SLOPES AND RISES MAY BE USED:
'j 5 W1-116 3 16. PROPERTY IS ZONED S. A) STEEPER THAN 1:12 (8.33!) BUT NO STEEPER THAN 1:10 (10%) 6' MAX. RISE,
5' MAX. RUN
/`TOAD WORK SiH 17. ALL ELEVATIONS REFER TO NASSAU COUNTY DATUM. B) STEEPER THAN 1:10 (101) BUT NO STEEPER THAN 1:8 (1258) 3" MAX. RISE, 2'
B J/ O R E 18. ALL DRAINAGE STRUCTURES ARE TO CONFORM TO NASSAU COUNTY STANDARDS. C) MAY RUN
SIEEPER THAN 1:8 (12.5X) IS NOT ALLOWED
W8-2C
19. ALL NASSAU COUNTY STANDARDS & SPECIFICATION DETAILS WITH REGARD TO: 2 THE MIN. WIDTH OF A SIDEWALK CURB RAMP SHALL BE FOUR (4') FEET, EXCLUSIVE
SUPPLYING & PLACING TOPSOIL; SUPPLYING & INSTALLING FENCE, INCLUDING SONCRET CURBING, OF FLARED SIDES
LEGEND= ♦ CONE SIGN O WHITE DASHED LINE AND SUPPLYING & PLANTING GREENERY SHALL APPLY AND BE GOMPUED WITH IN FULL DETAIL 3. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE
ADJACENT STREET OR HIGHWAY SURFACE.
• DRUM FLASHING WARNING LIGHT YELLOW DASHED LINE 20. STREET SIGNS AND OEADEND SIGNS SHALL CONFORM TO NEW YORK STATE UNIFORM TRAFFIC 4. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FIRM, AND
W8-1C 0 FLAGTREE ® WORK AREA CONTROL DEVICES AND SHALL BE INSTALLED BY DEVELOPER. CONTACT TOWN P HEMPSTEAD SUP RESISTANT. (E.G. A COARSE BROOM FINISH PERPENDICULAR TO THE RAMP
TRAFFIC DEVICES FOR DETAILS ON STREET SIGNS SLOPE IS ACCEPTABLE ON CEMENT CONCRETE CURB RAMPS)
BARRICADE /// FULL SIZED ARROW PANNEL & EXISTING CONCRETE SHALL BE SAWCUT FULL DEPTH,
6. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE WITH
THE N.Y.S. UNIFORM BUILDING CODE AND CABO/ANSI A117.1
CONCRETE CURB 4,000 P51 1/2" z 3 1/2' PREMWEDED CONTRACTION (CONTROL) JOINT CROSS SLOPE
O 28 DAYS AND SHALL BE BITUMINOUS EXPANSION JOINT 1/4' x 3/4' STEEL EDGE
MARKING DESCRIPTION AIR ENTRAINED. SEE NOTE 1 SEE NOTE I THE GRADNGG PLAN 1-1/2" F7 SUPERPAVE HMA,
TO
60 SERIES COMPACTION
2 4 2' 4 2' 4' 2' ITEM 402.126101
4' (IYP.) � DOTTED LINE (WHILE) 1 ON 3 SLOPE MAX OF EXISTING PAVEMENT
10' 30' 10' ASPHALT OVERLAY 6. .. r. 1 1/2" COLD MIWNG
R-1' ITEM 490.01 2-1/2" F9 SUPERPAVE, HMA
r (Tr BROKEN UNE (WHITE) INDER COURBE _
BROKEN LINE (YELLOW) UBBASE COURSE 6" TACK COAT (ALL LIFTS) 60 SERIES COMPACnON
REVEAL TOP SOIL & ITEM 407.01 ITEM 402256910
CROSSHATCHING (WHILE) 4 S® (TYP) LIQUID ASPHALT SEAL
` CROSSHATCHING (YELLOW) 74CO�CRETE SIDEWALK ITEM 633.05 5" (2 LIFTS) F9 SUPERPAVE HMA60 SERIES COMPACTION6SELECT COMPACTED MATERIAL MEET PAVEMENT ITEM 402.376901
SECTION AS REQUIRED GRADE TYPICAL
e (TP) k �` (TYP) (YELLOW)
..a ..;.: TYPEUBOB;SE COURSE.
FULL BARRIER LINEITEM 17304.101199
4' (1YP3 COMPACTED SUBGRADE
OR SOLID LINE (WHITE) e' 1/2" x 3 1/2" PREMOULDED CONTRACTION (CONTROL) JOINT
SOLID LINE (YELLOW) ASPHALT OVERLAY: BITUMINOUS EXPANSION JOINT 1/4" x 3/4' STEEL EDGE
24" (TYP.) STOP LINE (WHITE) 1 1/r COMPACTED ASPHALT TOP COURSE, N.Y.SD.O.L TYPE 6 FRA SEE NOTE 1 SEE NOTE 1
b BINDER COURSE:
2 1/2' COMPACTED ASPHALT BINDER COURSE, N.Y.S.D.O.L TYPE 3 RA
12" (TMP•) SUBBASE COURSE-
4'
OURSE
4' COMPACTED RCA SUBBASE COURSE, N.Y.S.D.O.T. TYPE 1011 MATERIAL -A' IXIST'G PAYT
rREFLECTIVE
•I CROSSWALK
(TTP.) REFI EcnvE STRIPING (WHITE) ON-SITE CONCRETE CURB AND PAVEMENT DETAIL w
1. ALL WORK SHALL CONFORM TO TOWN SPECIFICATIONS EXCEPT AS NOTED.
2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINTS ALONG CURB AT 20' O.C. MIN., AT ALL CURB P.C.'S; P.T.'S AND AT
tor REFLECTIVE BOTH ENDS OF CURB CUTS.
3. A CS
ONCRETE FOR CUR HALL BE 4,000 PSI O 28 DAYS
TURN ARROWS (WHITE) 4, CURB REVEAL SHALL BE 6" TYPICAL, UNLESS WHERE NOTED ON PLAN.
5. BASETOP
PAVEMENT MARKING LEGEND 6. T AGED COURSE SHALLDBENRSE PLACED DER UAFTER CONSTRUCTION HAS BEENSHALL BE REMOVED ANDEPLAS BSSTTANTIALLYPRIORTCOMPLEIED N SODETERMNEDRBY THE OWNER PLAN SEAL FACE OF
P
OR OWNERS REPRESENTATIVE
PAVEMENT MEET E%ISYG PAV'T
7. SUBBASE MATERIAL SHALL BE PLACED AND SPREAD FROM AN APPROVED STOCKPILE. MATERIAL SHALL BE TESTED FROM THE �I•� �1 p�� ITEM 633.05
STOCKPILE BY AN APPROVED SOIL TESTING LABORATORY PRIOR TO PLACEMENT. CONCRETE G a71DG11YALK DETAIL PAVEMENT DETAIL
8. THE SPECIFICATION FOR THE NYSDOT ITEM 1011 MATERIAL "A' SHALL BE MODIFIED TO PERMIT MILLED ASPHALT AS AN
ACCEPTABLE AGGREGATE. THE MODIFICATION SHALL NOT CAUSE A DEVIATION IN THE MECHANICAL GRADATION OF THIS ITEM. 1. CONTROL JOINTS ARE 10 BE PLACED LI�FAY 4'-0' AND EXPANSION FOR WORK WITHIN N.Y.S. R.O W
PRIOR TO USING THE MILLED ASPHALT THE CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE TOWN AND THE OWNER. JOINIS ME 1 T BE PLACED EVERY 16', OR I -O'DIRA EO BY NSI ENGINEER.
2 SIDEWALK SHALL HAVE A COARSE BROW FINISH
moo SOUTHWOLD MANOR CONSTRUCTION
■ ■ RMS ENGINEERING SITUATED AT DETAILS
MENS O U T H O L D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN
Robinson, Muller & Schiavone Engineers, PC 666 OLD COUNTRY ROAD, SUITE 901 66666 MAIN ROAD
GARDEN CITY, NY 11530 SOUTHOLD, NY 11971
OWN. BY: CHK'D. BY: SCALE: SHEET:
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS NTS
355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.: P
No. DATE REVISION DESCRIPTION BY CH'D
Phone 631-271-0576 Fax 631-271-'0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 05-03-06 05-11-06 2005-195
�ISTEEL BAKED ENAMEL SIGN AS
PROPOSED e'-D" HIGH a
STOCKADE FENCE PER "SCHEDULE OF SIGNS"
o F
I Z
b
FRAME h GRATE CAMPBELL TYPE 1182C COVER: w GALVANIZED STEEL "U"
CAMPBELL TYPE 1007C OR APPROVED EQUAL G CHANNEL POST
n
BRICK LEVELING COURSE - 18' MIN.
2' MIN. COVER BETWEEN THE BRICK LEVEUNG COURSE AND > REFER TO ACHITECTUAL PLANS FOR FINISH
TOP SLAB A REINFORCED PRECAST COLLAR o
FINISHED GRADE MAY BE USED ¢ TREATMENT k PAINT SPECIFICATIONS
KEYSTONE 'MINI CAP*
2-O. I 10' PRECAST REINFORCED H 20
(4•x18'x10.5') UNIT ( -
NON-SHRINK GROUT _ - LOAD) STAB
3' MAX. ` GRADE
TOP OF WALL GRADE 1 PIPE SIZE AND PITCH ® 27'"MAN �0 BELOW SOLID TOP RING REFER TO NOTE
• ` AS PER PLN. .. 'I I'.
CONTRACTOR SHALL FURNISH & 3: •� ♦ INVERT AS PER PLAN ®1�I.®.•® PRECAST REINFORCED CONCRETE i o
qq LEACHING RINGS 1
INSTALL "Gee Too' WALL DRAINAGE Gi i-11 8 �I,
UNITS EVERY 10'-0" O.C. 0 1 - + ] (
INVERT TO BE ST A MINIMUM OF 6 ®�
INCHES ABOVE FINISHED GRADE w on
_ FENCE POSTS SHALL BE IIII ,e a
KEYSTONE FIBERGLASS i INSTALLED IN CONCRETE VAIN A w b
MINIMUM 24" DEPTH. I .a. 1'-0" DIA.
CONNECTING PIN (TW) a —_ 3'-0' MIN. GRAVFJ. COLLAR.
III ALL AROUND (TYP)
BOTTOM OF WALL GRADE III TYPICAL SIGN POST DETAIL
Ti—I ,ISI I�II� �IIIII F a
NOTES: 1. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE
,n STRENGTH OF 4,000 PSI MIN. O 28 DAYS
—III—III— _ 0 2. REFER TO AUGNMENT PLAN FOR ADDITIONAL NOTES,
—I — '� ,• _ __ t — = f=_i III—I , m G WALL g SIGN LOCATIONS, AND THE SCHEDULE OF SIGNS.
fiff
fzz: I L -i I I ImI I I. III 11-) I I= I I BAgSFlLL SHALL BE CLEAN WELL-GRADED
6.
18" SAND AND GRAVEL COMPACTED IN 12• W MIN. PENETRATION
LIFTS. GEOTECHNICAL ENGINEER TOINTO MRdN STRATA
INSPECT WALL CONSTRUCTION AND OF SAND k GRAVELPROPOSED 6" THICK CRUSHED BACKFILL OPERATION. . • .
STONE BASE LEVELING PAD 2'"MIN. TO GROUND FRAME A: GRATE CAMPBELL TYPE 1182C
WATER. G UND WATER. COVER: CAMPBELL TWE 1007C OR
KEYSTONE RETAINING WALL 'A" —
MINI CAP UNIT APPROVED EQUAL
6_
CRO88-SECTION 'A-A' WIDTH: 18"
#DEPTH: 10.5" FINISHED GRADE.
#WWEEIIGHT 445 LBS 12' F�
DIA. DRAINAGE LEACHING POOL DETAIL. (LP)
B' MIN, - 12'LEVELIN MAX 24'
1. ALL DRAINAGE PIPE SHALL HAVE 2' MIN. COVER.
BRICK CONC.
CO LAR.COUUK
PRECAST CONC. COLLAR. M
STANDARD UNIT 2 AS PART OF THE LEACHING POOL CONSTRUCTION AS REQUIRED
WIDTH: 1B" THE CONTRACTOR SHALL BE RESPONSIBLE TO PIPE S2E,TWE AND PITCH
WDEPTH: 18' " EXCAVATE A MINIMUM OF 6' 0" INTO A VIRGIN
'a•,y B" t STRATA OF SAND AND GRAVEL BELOW THE STRUCTURE AS PER PLAN.
HEIGHT: e' .r,.- ,{w'. THE EXCAVATION SHALL THEN BE BACKFILLED WITH PRECAST
•WEIGHT: 102 LBS <. :Js.. u A CLEAN WELL GRADED SAND AND GRAVEL UP TO
- " REINF. CONC.
• _. AND AROUND THE STRUCTURE AS SHOWN. INVERT DOME
+ NON-SHRINK GROUT
3. ALL PRECAST DRAINAGE STRUCTURES SHALL
j BE FURNISHED WITH PRECAST OPENINGS FOR O
P• "" - , `� `V DRAINAGE PIPE
•� 4. TOP 3' SECTION SHALL BE SOLID PRECAST
SLOPE CUT ,z UNIT FACE REINFORCED CONCRETE.
5. ALL CONCRETE SHALL BE 4.000 PSI O
6• RECYCLED CONCRETE 28 GAYS.
AGGREGATE LEVELING PAD
• DIMENSIONS AND WEIGHT MAY VARY BY REGION.
ALTERNATE TOP DOME DETAIL
KEYSTONE BASE LEVELING PAD
1.THE LEVELING PAD IS TO BE CONSTRUCTED OF RECYCLED NOTE: 1. ALL CONCRETE SHALL BE 4000 PSI 0 28 DAYS.
CONCRETE AGGREGATE N.Y.S.D.O.T. MATERIAL 1011 "A'
2.7HE BASE FOUNDATION IS TO BE APPROVED BY THE SITE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE
LEVEUNG PAD.
ONCRETE AROUND POST LL OID BETWE" BLOCKS WITH
ALVANIZED STEEL COATED rNON-YSHRINK GROUT. NO BACKFILLeRIC1C LEVELING COURSE
FENCEPOST ATERIAL SHALL BE INSTALLED INFRAME & COVERHE VOIDS WHERE THE FENCE POSTS HANDICAP PARKING ONLY SIGN (TYP). - 4 MIN TO 18• MpX CAMPBELL OVERRE TO BE INSTALLED.
1I`L[ INTERNATIONAL BLUE SIDEWALK /r SIGN 2' OFFSET FROM CURB-WHERE REINFORCEMENT - I/5 BARS (SOLID)
PAINTED SYMBOL / APPILCABLE O 6' E.W. TOP @ BOTTOM E M CAMPBELL ED E (GRAZE)
I y OR CURB AS PER PLAN WHITE UIME OR EQUIVALENT GEEXP EXPANDED EM METAL
OR APPROVED EQUAL
.. I I ;1 REINFORCMENT OR 2X3 NO. 7 G
51a" GALV BAR STEPS NTH SPUT
I'o ORDS ATIO' O.C. FOR FULL DEPTH,
INIFIpg11e1.1L - OM
S � '.-_ _,� '���• 4' WIDE WHITE STRIPE � "� SUBJECT TO CHANGECATI
0 7 OR BLUE IF A HANDICAP 3' 24' 0
/ ORIENTATION
-_ ALVANIZED iv 5• 1 -U I � uw z sTimuvm srw STALL OPENING
STEEL COATED FJ-
FENCE POST INSTALLATION FENCE POST a a 4t 1
o d17' 4,000 LB. - 28 DAY STRENGTH
1 23• o i "'III
CONCRETE
+ FENCE POST TO BE INSTALLED BY CUTRNG HOLES IN THE u
GEOGRID LAYERS AS NEEDED PER THE RECOMMENDATIONS OF op m io 0j
T. +:_;', THE GEOGRID MANUFACTURER. ,y PER N PER PLAN R P PER PLAN PER PLAN ! INVERT FILL
8 •� i, g m n CLASS "B• CONCRETE
L� Li L_� L'.J -L11 i �_L-LLLiJ_I,I_ m p"\ - REINFORCEMENT AREA OF
STANDARD ELEVATION -_'F"`hi ",I tt _F -''F (IN INCHES) 0 CIRCUMFERENTIAL
0.12�SO.IN.OPERxLF
I11
F 11 �I _ TW. MAX SPACING 6"
-� 3" 1'-6" 2 WAY DRIVE AISLE PER PLN 4' WIDE INTERNARONAL BLUE STRIPE (TP) . (TYP.)
y
�I I . I' 8" TIDE INTERNARONAL BLUE STRIPE 4' �
1- j_C�C\ 1 1/2' COVER', ax. "� 1 1/z• COVER
1hSl` - 0 45' - 5. O.G. (TYP).
tF PARKING t/2' COVER
�* F STALL PARKING AREA STRIPING AND ALIGNMENT DETAIL b
[ OGRID IS TO BE PLACED ON LEVEL BACKFILL AND
EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT NOTES: 1. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE REINFORCEMENT PER
1g RUNIL PULL EQUIRED. GRID TAUGHT AND BACKFILL STAKE AS HANDICAP SYMBOL DETAIL ATH.THE N.Y.S. UNIFORM BUILDING CODE AND CABO/ANSI 8" MIN. DRY MORTAR BED NCDPW SPECIFICATION
Y '
STANDARD UNIT GRID AND PIN CONNECTION
2. ALL STRIPING SHALL HAVE A MINIMUM OF TWO - (2) 4' DIAMETER PRECAST DRAINAGE MANHOLE DETAIL (DMH)
- COATS OF PAINT.
j 3. ALL PARKING LOT STRIPING TO BE WHITE NOTES:
SHERWIN-WILLIAMS A-100 ACRYLIC EXTERIOR 1. MANHOLE SHALL CONFORM TO TOWN STANDARDS.
KEYSTONE RETAINING WALL DETAILS FLAT LATEX SERIES A6 PAINT OR EQUAL, 2 ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED.
EXCEPT HANDICAP STRIPING COLOR. 3. ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER.
■ ■ ■ SOUTHWOLD MANOR CONSTRUCTION
■ ■ RMS ENGINEERING SITUATED AT DETAILS
APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT A RITA COHEN
3 _ ■ ■ ■ Robinson, Muller & Schiavone Engineers, PC SOUTHOLD 866 OLD COUNTRY ROAD, SUITE 901 66655 MAIN ROAD
GARDEN CITY, NY 11530 SOUTHOLD. NY 11971
DWN. BY: CHWD. BY: SCALE: SHEET:
TOWN OF SOUTHOLD, SUFFOLK 'COUNTY, NEW YORK SL GJS NTS
355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.: SP - 1O
No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-2711-0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 163, BLOCK 3, LOT 15
05-03-06 05-11-06 2006-185
5'- 4"
PHOTO ELECTRIC
y_ p
CONTROL
PROPOSED COLONIAL TYPE
8" 8.
(ROUND) PORT TOP FIXTURE
ITEM E-IPI
WATER DISTRIBUTION SYSTEM NOTES
m
4' DIAMETER D LARGER WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE
ED
MANUFACTURBY US PIPE OR GRIFFIN
_ W I 2. GAZE VALVES SHALL BE RESILIENT WEDGE VALVES MANUFACTURED BY
MUELLER COMPANY
I v 3. WATER MAINS AND SERVICE LINES ARE TO BE LOCATED AN MINIMUM
'm O, OF (10') TEN FEET FROM ANY STRUCTURE, INCLUDING BUILDINGS, PONDS,
DRAINAGE AND SANITARY STRUCTURES.
4. PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH ANNA STANDARD
C 600 'INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR
m APPURTENANCES' LATEST EDITION. PIPE SHALL BE LAID STRAIGHT WITH NO PROPOSED LICHT POLE.
DEFLECTIONS AT JOINTS AND NO DEFLECTION OF PIPE. PROPOSED
UG1E' BLACK
FlBERGL155 TEXTURED POLE
5. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVA-
PLAN VIEW TION OF EXISTING UTIU FES BY FIELD INVESTIGATION. THE ENGINEER
SHALL BE NOTIFIED OF ANY CONFUCT BETWEEN EXISTING i
UTILITIES AND PROPOSED WORK.
HEAVY DUTY CURB TYPE INLET FRAME & 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND WATER DEPARTMENT
48 HOURS IN ADVANCE OF CONSTRUCTION IN ORDER TO SCHEDULE
"BICYCLE TYPE GRATE" AS THE REQUIRED FIELD OBSERVATIONS 2' MIN.
MANUFACTURED BY CAMPBELL FOUNDRY TO FACE OF M)
OR APPROVED EQUAL, PATTERN NUMBER 7. T14E CONTRACTOR IS RIESPONSIBLE FOR THE FOLLOWING IF REQUIRED: (IF BEHIND OIRB)
2617 WITH A 6' CURB HEIGHT A. FURNISHING ALL (LABOR, MATERIALS, AND EQUIPMENT FOR DEWATERING.
B. OBTAINING DESIGN SERVICES, APPROVALS, AND PERMITS. WIRE HOLE
C. PERFORMING AND( MAINTAINING DEWATERING OPERATION.
FINISHED GRADE D. REMOVAL AND REACTIVATION OF OPERATIONS AND FACILITIES AT
COMPLETION OF (PROJECT.
E. ALL E COSTS TNG TO D R DESIGN, APPROVAL.
ROADWAY
LEVELING COURSE - ALLOW INSTALLATION, OIPERATION, AND REMOVAL FOR DEWATERING
8" MIN. - 12" MAX. FOR OPERATIONS.
ADJUSTMENT. 8. MATERIAL REQUIREMENTS FOR INSTALLATION OF WATER MAINS CURB
A CLASS 52 DUCTILE IRON WATER MAIN PIPE(4' AND LARGER). TUBE
PRECAST REINFORCED B. TYPE 'K' COPPER ON SERVICE ONES (2' AND UNDER). �.
CONCRETE - C. SOUD SLEEVES COUPLINGS (NO WRAPAROUND TYPES). 1a
2'-6" x 4'-0" D. FULL BODIED FITTINGS. CABLE I
_ E. UNDERGROUND CLAMPS.
F. TIE RODS.
G. DUC LUGS.
H. POURED CONCRETE THRUST BLOCKS AT ALL PIPE BENDS,
8" THICK REINFORCED WALLS I. EDDY OR MUELLER TYPE FIRE HYDRANTS. CONCRETE EMBEDMENT
NON-SHRINK GROUT ,-,•. J. BUTTERFLY VALVES (1Y AND OVER WATER MAIN SIZE). (1-4 MIX RATIO)
„�• K. GATE VALVES (UNDER 12' WATER MAIN SIZE) MUELLER RESNANT WEDGE TYPE 10'-0,, 10'-0'�
a
STREET LIGHTING DETAIL
1. UNDERGROUND CABLE - (2) $6 CONDUCTORS WITH
116 GROUND %LP/USE.
2. 1 1/4" GALVANIZED CONDUIT TO BE FURNISHED AND INSTALLED UNDERNEATH
MATERIALS & JOIN75 EQUIVALENT TO DRIVEWAY AND EXTEND 1' BEYOND EACH EDGE OF DRIVEWAY.
WATER MAIN STANDARDS OF SANITARY PIPE OR
INVERT TESTING CONSTRUCTION AND PRESSURE TESTED -I- DRAINAGE PIPE 3. ALL CABLE TO RECEIVE 2' MINIMUM COVER.
TO ASSURE WATER TIGHTNESS PRIOR WATER MAIN OR WATER
TO BACKRWNG.
"• a 16' MINIMUM SERVICE 4. CONDUCTOR TO BE LOCATED 3' BEHIND FACE OF CURB OR AS DIRECTED.
•h. 1. ALL WATER MAINS SHALL BE DISINFECTED AND PRESSURE TESTED IN
ACCORDANCE WITH AWWA STANDARD C-fi00, LATEST EDITION. PRIOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND COSTS INVOLVED
IN THE CONSTRUCTION OF STREET LIGHT POLES, WIRING AND APPURTENANCES
TO USE THE CONTRACTOR STALL NOTIFY THE ENGINEER46 HOURS
PRIOR TO THE COMMENCEMENT OF WATER MAIN TESTING.G. AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE TOWN (48) HOURS PRIOR
COMMENCEMENT
TO CONSTRUCTION, SO THAT A TOWN LIGHTING INSPECTOR CAN BE MADE
2. WATER MAINS SHALL BE FUJSHED AND FILLED WITH A CHLORINE SOLUTION TYPICAL UTILITY CROSSING DETAIL AVAILABLE FOR FIELD INSPECTION.
COMPRISED OF A MINIMUM OF 50 PPM AVAILABLE CHLORINE AND AL-
LOWED TO STAND FOR 24 HOURS. VALVES SHALL BE OPERATED 6. CURRENT TOWN UGHTING DESIGN CRITERIA WITH SPECIFICATIONS FOR TYPES OF
DURING THIS PERIOD). HEAVILY CHLORINATED WATER SHALL BE POLES, STREET LIGHTING LUMINAIRES (FIXTURES), CABLE AND CONDUIT,
FLUSHED FROM THE MAINS PRIOR 'B BACTERIOLOGICAL TESTING. ELECTRIC SECTOR CONNECTIONS, ETC. MUST BE ADHERED TO AND UTILIZED,
0-651 IOL. SA TESTINGSH SHALL BE IN ACCORDANCE WIN ANCD THE CONTRACTOR SHALL CONTACT THE TOWN FOR THE MOST CURRENT
SECTION VIEW RREQUIREMENTS SAMPLES SHALL N TAKEN IN ACCORDANCE WITH TION SPECIFICATIONS ANO DESIGN CRITERIA.
THREOOFOF AT (EAST ONE DIRECTED
PER 1,000 LF OR PORTION
THEREOF OF WRIER MAIN OR A9 DIRECTED BY THE NCOHS REPRESEN-
TATIVES
CATCH BASIN DETAIL
NOTES: 1. ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED
WITH PRECAST OPENINGS FOR DRAINAGE PIPE
2. ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER
28" MIN. WAS
MAIN
_ B THRUST 12•
BLOCK MIN.
HYDRANT RATE
C VALVE C _
SLOPE TRENCH
P I 2E ui.--�' \ SIDES FOR
Apo G :S, .tii \ OSHA REQUIREMENTS [SEIEC
m ' :' ' ' UNDISTURBED
EARTH
E (2) 3/4' STEEL
SHACKLE R005 SECTION PLANHYDRANT12' D 12'
TWO 2 1/2'0 HOSE NOZ2IE.S MINIMUM THRUST BLOCKING BEARING AREAS
2B' MIN. PIPE DEAD END OR 90' BEND 45' BEND 221/2' BEND 111/•' BEND4•
E DIAMETER TEES Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft.
ONE 4 1/2"0
PUMPER NDTA C 2 3/4" 3' 1.0 1.0 1.0 1.0 1.0
4" 1.0 1.5 1.0 1.0 1.0
\ `FACE OF CURB 8" 2.0 3.0 2.0 1.5 1.0
8' 4.0 5.5 3.0 1.5 1.0
.-CAST IRON 10" 6.0 e.s 4.5 z5 o PIPE TRENCH AND BEDDING DETAILS
VALVE BOX 12" 9.0 12.0 6.5 3.5 1.5
THRUST BLOCK 14" 15.0 22.0 12.0 6.0 2.0
16" 15.0 22.0 12.0 6.0 3.0 NOTES: 1. BEDDING SHALL BE COMPACTED SAND & GRAVEL
18" 15.0 22.0 12.0 6.0 4.0
THRUST BLOCK 0' 0 AND SHALL BE SHAPED TO THE BOTTOM OF THE PIPE.
BEARING AREA = BEARING WIDTH x BEARING LENGTH
H � DRAINR � � GATE
TU4E• p SHA 3/4" SYL 2. SELECT FILL SHALL BE SELECT MATERIAL, FREE OF
( SNA RODS THRUST BLOCK DETAIL ROCKS LARGER THAN 2" IN ANY DIMENSION AND SHALL
LOOSE ROCKS BE PLACED IN B"MAX. LOOSE LIFTS AND COMPACTED TO
& GRAVEL 95.5 STANDARD PROCTOR.
NOTES: 1. THRUST BLOCKS TO BEAR ON UNDISTURBED SOIL
=
2. ALL CONCRETE SHALL BE 2,000 PSI AT 28 DAYS FIRE HYDRANT DETAIL AND HAVE THE FOLLOWING BEARING AREAS BASED
ON THE ANGLE OF THE PIPE.
9 NOTES: 1. CONTRACTOR TO VERIFY THREAD TYPE
WITH LOCAL FIRE DISTRICT AND WATER DISTRICT
o
MEN SOUTHWOLD MANOR CONSTRUCTION
■ ■ 11113 ENGINEERING SITUATED AT DETAILS
SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER, ALBERT A RITA COHEN
/ ■ ■ ■ Robinson P C668 OLD COUNTRY ROAD, SUITE 001 66655 MAIN ROAD
Muller & Schiavone Engineers, GARDEN CITY, NY 11530 SOUTHOLD. NY 11971
OWN. BY: CHWD. BY: SCALE: SHEET:
d` TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS NTS
355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.:
- - - Gregg J. Schiavone, PE11 SCTM: DISTRICT 1000, SECTION 613, BLOCK 3, LOT 15 SP - 11
No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 78387 05-03-05 05-11-06 2005-195
EROSION CONTROL AND LANDSCAPING NOTES
EXISTING 50' MINWOVEN WIRE FENCE (MIN. 14.5
.
GIFIGROUND EXISTING GAUGE - MAX. 6' MESH
ALL WORRKK SHALL
AND GUIDELINES
BE DONE IN ACCORDANCE WITH THE NEW YORK STONE PAVEMENT 3.
DUST CONTROL NOTES PAVEMENT SPACING)
STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL S./ 10' MAXIMUM SPAC1Nc 36" MIN. FENCE POSTS DRIVEN
MANUAL, LATEST EDITION. OEE7tlL➢RN 6" MIN. MIN. IN. INTOE GROUND DRIVEN
THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIM71M MIN. 1 " INT GR OR 'U' TYPE
EROSION CONTROL TOBB65E STEFILTER CLOTH MOUNTABLE BERM OR I' HARDWOOD SILT FENCE To BE
CONSTRUCT ALL TRO L S AND BERMS N SHOWN OR V REQUIRED TO TO PREVENT SURFACE AND AIR MOVEMENT R AND
FROM DISTURBED SOIL RFACES THAT MAY INSTALLED ALONG OMIT
DIRECT AND CONTROL STORMWATER RUNOFF AND PREVENT EXCESS CAUSE OFF-SIZE DMIACE, HEALTH HAZARDS ANO 1RAFFlC SAFETZ PROBLEM (OPTIONAL) IN CLLLED A (NG
_ EROSION. 337 (3 :1) SLOPES STEEPER THAN (3:1) SHALL BE STABILIZED =133ONS MOE PRACTICE A PROFILE
BY HYDROSEEDED WITH MULCH BINDER TYPE "AH", TYPE "A" OR BY USING ON CONSTRUCTION ROAR, ACCESS POINTS AND OTHER DISTURBED AREAS IU JECT TO 36' MIN. FENCE
JUTE MESH AS LISTED IN THE EROSION MANUAL OR AS SPECIFIED BY THE SURFACE DUST MOVEMENT AND DUST BLOWINO MERE OFF-SITE DAMAGE MA OCCUR ,o SILT FENCE-� �'I POSTS
ENGINEER IF Dusr Is NOT cW1moIJJ:B. r _ 20' MIN.
DESIGN ROERu CLEARED AREA
CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUR R AREA NSTURBm EXISTING FLLO UNDISTURBED
TOPSOIL AT ONE TIME BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRA CAL TOg,DRAZY GROUND ROUND
ALL DISTURBED SOIL AREAS, EXCLUDING PAVED AREAS AND RECHARGE MEASURES SHOULD BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN; EFER To CONSRiUCTION
SPEOFCATONS BELOW FOR COMMON METHODS OF MST CONTROL.. 50' MIN4N'
COMPACTED SOIL
BASINS, MUST BE COVERED WITH A MINIMUM OF 4" (INCHES) OF NATIVE EMBEDDED FILTER 16, MIN.
TOPSOIL PRIOR TO THE REMOVAL OF EXCESS TOPSOIL. CONSTRUCTION SPECIFICATIONS CLOTH MHN. 6' J
VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TD TRAFFIC; VEGETATION PROVIDES THE ~ CLO ROUND
LIME AND FERTILI7FR MOST PRACTICAL METHOD OF DUST CONTROL TEMPORARY SEEDING SHALL EAS FOLLOW.
w
A RYE GRASS (ANNUAL OR PERENNIAL AT 30 POUNDS PER ACRE (0. LBS / 1.000 SF) YM ISOMETRIC VIEW SECTION
ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND ,�I >>Q
SPECIFIED AS RECHARGE BASINS SHALL RECEIVE LIME AND FERTILIZER B. CERTIFIED 'AROOSTITOK' WINIF/i RYE (CEREAL RYE) AT 100 POUND PER ARE (25 LBS /SF)
FERTILIZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS USE {WNTER RYE IF SEEDING IN OCTOBER OR NOVEMBER „ Za
¢ z
ORDGRED BY ENGINEER. C. MULCH, INCLUDING GRAVEL MULCH, OFFERS A FAST EFFECTIVE MEANS OF CRIROWNG MST. F
MULCHING SPRRAOYWADHES�- EXAMPLES W SPRAY ADHESIVES FOR USE ON MINERAL IIS ME MOWN IN THE Ln
� SILT FENCE DETAIL
ALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED, SHALL BE MAMIAI DID1ILLMU9ON TYPE PUCABR o IRF 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH PARE
MULCHED AND ANCHORED. nes R REF8s.
ACRYLIC POLYMER 9:1 COURSE SPRAY
TYP OF D HYDROS DIM1 OR ALTERNATE STABILIZATION LATEX EMULSION 125:1 EINE SPRAY 2350 PLAN VIEW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES
TYPE "A" NORMA AWN SEEDING
RESIN IN WATER 4:1 FINE SPRAY DOE) SPACED EVERY 24" AT TOP AND MID SECTION.
N THE SPRING FALL USE A MIXTURE OF 307 OF MERLON BLUE GRASS, . WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY
657 CREEPING RED FESCUE AND 57 REDTOP AT A RATE OF 3 LBS. MIN. WATER QUALITY SHOULD BE CONSIDERED WHO MATERIALS ME SELECTED FOR Dusr CONTROL SHALL BE OVERLAPPED BY SIX (6) INCHES AND FOLDED.
PER 1,000 SQUARE FEET. IPRINIOLNG - THE g1E MAY SIE SPRAYED UNTIL THE SURFACE IS WET. THIS ESPECIALLY EFFECTIVE CONSTRUCTION ENTRANCE DETAIL 34. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
TYPE - HYDROSEED MIX "B"
R HAUL ROADS AND ACCESS ROUTES 1. R 1. STONE SIZE - USE 2' STONE, RECLAIMED RECYCLED CONCRETE EQUIVALENT. WHEN "BULGES" DEVELOP IN THE SILT FENCE
509. TALL FESCUE THE USE R STONE FOR CONSTRUCTION ROADS IS ALSO EFFECRCE FOR MST DomTROL 2. LENGTH - NOT LESS THAN SO FEET.
207 SHEEP FESCUE
BARRIERS - /, FENCE R SMILAR BARRIER CAN CONTROL AIR WRRENTS ATI TERVAL.S EQUAL TO 3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
157 INTERMEDIATE WFTEATGRASS FlFTETRT TIMES THE BARRIER HEIGHT. PRESERVE EXISTING WND BARRIER VE TION AS MUCH AS PRACTICAL
57 RED FESCUE MAINTENANCE 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS
57 REUBENS CANADA BLUEGRASS WHERE INGRESS R EGRESS OCCURS.
MAINTAIN DUST CONTROL MEASWRES THROUGH DRY WEATHER PERIODS UNTIL DISTURBED AREAS ARE 6TABRIZED.
57 KENTUCKY BLUEGRASS 5. FILTER CLOTH - WILL BE PLACED OVER THE ENURE AREA PRIOR TO PLACING OF STONE
TREE AND SHRUB PLANTING 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
1. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS 1
ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A
MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
FOOT CLEAR ON ALL SIDES AND BOTTOM OF ROOT BALL AND
BACKFILL WITH A MIXTURE OF 7 PARTS TOPSOIL, 1 PART ROTTED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
RTO PUSUC RIGHTS-OF WAY. ALL SEDIMENT
MANURE. PREVENT THE TRANSPORT OF SEDIMENT.
RTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS ROOT GROWTH AND BE
FREE FROM ROOT INJURY AND DISEASE IN ANY FORM. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE
AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE
3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE S. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
HYDRANT, DRIVEWAY APRON OR STORMWATER PIPE/CATCH BASIN OR
WITHIN 25' OF ANY STREET LIGHT, STREET SIGN OR POINT OF
CURVATURE OR TANGENCY OF ANY CORNER.
4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED,
5. A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED
ALONG CONSTRUCTION TION C
REARING LIMITS
ANDROU
A ND EXISTING
TREES
TO MITIGATE
THE IMPACT OF
COMPACTION
OVER CRITICAL ROOTS,
INJURIES TO BARK AND LIMBS
SPI
LLS OF OIL,I CONCRETE OR OTHER
HARMFUL CHEMICALS.
F.
2' x 2' WOODED OUT SLOPE OR
STAKE R A5 REBAR NEW EMBANKMENT
TOE-eF-SOPS
1. ALL P MUST REMAIN UNTIL (SLOPE VARIER)
COMPLEETIONTION 0 CONSTRUCTION. ANY GRADING
(MINOR ONLYALLOWED) DONE WITHIN THE BOUND HAY SALE /
PROTECTION ZONES SHALL BE DONE WITH `SEDIMENT
ONLY HANG
PRUNE CANOPY p �-
T LS �
CRTANMENT .1
EXISTING DRE TO REMAIN SHALL N MEA 11
RUBBER HOSE PROTECTED WI A MINIMUM 8'xB'
ENCLOSURE 2' % 2'
STAKES
WIRE MVS
CONSTRUCTED EN
SING
TED S � 2-P
PER THE ER BA
FLAGGING E ABO LL
LNG VE DETAIL @ tC
MIN. GROUND
I DRIVE STAKES FLUSH
WITH A W000 OW FENCE TO BE INSTALLED
J'0 CEDAR STAKES U_1
1B0' APART AT A DISTAN IN FEET FROM THE TREE
EQUAL TO THE DIAMETER OF THE TRUNK IN STAKED A: MTTED
INCHES, MEASU ZED TWELVE (12) INCHES FROM BEDDING DETAIL MD TO END,
RADE. BOUND PLAN PLACED HN
RO
CONTOURS
2'x6" PRESSURE
TREATED RAILS (TYP) ANGLE FIRST STAKE TOWARD
PREMDUSLY WD BALE
BOUND HAY BALE
4"'x4' PRESSURE TREATED 2' x 2' Womm \ \
� CORNER POSTS (TVP)
a
STATUE OR A5 REBAR \
N
STREET TREES olpnoN: II V� \
I 6'-0" MECHANICAL 2'- 4"x4" POST, TREE T BE V
BOTANICAL NAME: 2ELKOVA SERRATA (ZS) 1 HOLDER 2'-0' DEEP PROLE TED
SIZE: 2-1/2' CAL t2-u' Hr. ANCHORING DETAIL
BOTANICAL NAME,• QUERNS COCCINFA (QC)
PROFILE
SIZE;. 2-1/2' CAL 12'-14' HL 2"x6" PRESSURE
TREATED RAILS STRAW BALE DIKE DETAIL
BOTANICAL NAME ACER RUBRUM (AR) (TYP)
SIZE: 2-1/2" CAL 12-14' HT.
1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY
ABUTTING THE ADJACENT BALES.
MIN. 4' HIGH WOOD 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR (4) INCHES AND PLACED SO 1HE
BURAP LTO REMAIN 4"x4' PRES URE ROW FENCE TO BE BINDINGS ARE HORIZONTAL
CQKASACTED BACKFILL TREATED COT HER STAKED EVERY 8'
BlIS�pPOSTS ( ) O.C. 3. BASES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER 7W0 (2) STARES R RE-BARS DRIVEN THROUGH
THEMULCH SAUCER
BARK ANGLETO FORCE RTHE BALES TOGETHESTAKE IN R STAKES SHALL BE UE SHALL BE DRiIVVENFFLUSH WITEHMTiE B,�D BALE AT AN
PLANT SAUCER
TREE PLANTING DETAIL 4. INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE AS REQUIRED.
1.PROPOSED 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR STORM FLOW OR DRAINAGE USEFULNESS SO AS NOT TO BLOCK R IMPEDE
TREES SHALL BE PLANTED IN ACCORDANCE WITH TOWN SPECIFICATIONS,
5 BEHIND BIOWITH A MAXIMUM SPACING R 40 FT. TREES SHALL BE PLAN VIEW
THEE RESPONSIBILITYTY OF OF THE INDIVIDUAL HOMEOWNER.
2.PROPOSED TREES SHALL BE PLANTED ON AN ALTERNATING BASIS, AS SHOWN ON
THE ALIGNMENT PLAN, TO MINIMIZE THE POTENTIAL SPREAD OF SPECIES-SPECIFIC
DISEASES AND TO AVOID MONOCULTURE. TREE PROTECTION DETAIL
MEN SOUTHWOLD MANOR CONSTRUCTION
■ ■ RMS ENGINEERING SITUATED AT DETAILS
■ ■ ■ Robinson, Muller 81. Schiavone Engineers, PC SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER, ALBERT a RITA COHEN
888 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD
GARDEN CITY, NY 11530 SOUTHOLD. NY 11971
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK DWN. BY: CHK'D. BY: SCALE: SHEET:
355 New York Avenue, Huntington, New York 11 43 sl Gds Mrs
Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 DATE: DATE: JOB No.t A
No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License NO. 76387 V`
05-03-06 05-11-06 2005-196