HomeMy WebLinkAbout1000-36.-1-1 5:. R'JGGIERO, INS
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JUL 182013
~ °G
^_°JS~i 4Ai \A
T' T' T~ _1
v V4ti^P15m 4'.°
PROPOSED FIRST FLOOR PLAN ~``°°O¢~'"""'e`
A-I
,a~
sr. A,aao..w.
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PROPOSED EAST ELEVATION
_ _ _ _
Rswion 2 - MN 12
Rr~w i - mr,o
uK ^
s N I -
I
„m.~,.,~ r - i
~ ~I A _
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~,,.~~,.,4oa a _1 0 - 1_ - JUL j ,,3 iaowNwemwe
- - - - 6~u1
I
PROPOSED NORTH ELEVATION
mvi a,
lawaeao. Nc.
~~1 ~ ~ ~ ~ ~ ~ 1T~1T Tull-~iT1T~lTf
~ n...ou ns41a
er pU 47td7M
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PROPOSED WEST ELEVATION
Rexwn 2 - MMI2
Ma I - InalO
mce mart eev~m,~i ~~H
i~_
'~~TT~ TT _ ~ flOf lIODR111M
TT'Y' I - _
....,j.,,yy~ -
uv[ragnra[v~~m tso S _ 1kw< "Wl ~
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t _ _
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~ I n ~
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~o - _ ~ ~U!. ? g~~~~
I ~
1410 W WM/RRMt
_ _ amem lerwa
i
PROPOSED SOUTIi ELEVATION ~_....,__m..__-_ A _y
anm f "~M4
PROPOSED
GRAVEL
PARKING
START REPLACEMENT OF TIMBER BULKHEAD WI~H
I0"O CCA PILES AND 18' OF FIBERGLASS SHEATHING -
(SEE DETAIL A SHEET C,~)
PROPOSED
GRAVEL
PARKING
PROPOSED I~TOR¥ 9,000 SF
BOAT STORAGE KUILOING
NEW F.F, 7.6
PROPOSED
GRAVEL
PARKING
OFFICEFJTORAGE BUIILDING
PROPOSED
ASPHALT
PARKING
BEGIN REPLACEMEN]
(BEE DETAIL SHEET
/
/
'/.
G
\
<
LEGEND
EXISTING
PROPOSED
CURB
PARKING SPACE COUNT
BOAT SLIP NUMBER
OH ELECTRIC
FENCE
PROPERTY LINE
LANDSCAPING I LAWN AREA
40 80 120
Scale: 1
Drawn by' JJC
Date: 3/3112012
SITE DATA TABLE
OWNER/APPLICANT'
ZONE
USE OF PROPERTY
AREA OF SITE:
S,C.T.M.: 1000-36-01-91
S.C.T.M,: 1001-03-91-91
TOTAL
UNDERWATER AREA
UPLAND AREA
EXISTING AREA OF BUILDINGS
EXISTING PERCENT LOT OCCUPANCY (UPLAND AREA)
PROPOSED AREA OF BUILDINGS
MICHAEL ACEBO, GENERAL MANAGER
BREWER STIRLING HARBOR
1410 MANHANSET AVE.
GREENPORT, NY 11944
631477~0828
M-II ( MARINE II )
MARINA / RESTAURANT
8.33 ACRES (8.24 ACRES SC TAX MAP)
1.58 ACRES (1.8 ACRES SC TAX MAP)
9.92 ACRES (10.04 ACRES SC TAX MAP)
4.17 ACRES
5.75 ACRES
26,911 S.F.
10.74%
26,087 S.F.
PROPOSED PERCENT LOT OCCUPANCY (UPLAND AREA) 10.42%
AREA OF PAVING (INCL., WALKS)
AREA OF STONE PARKING
LANDSCAPE AREA
10,787 S.F. (4.30%)
25,059 S.F (10.0%)
72,803 SF (29.07%)
PARKING CALCULATIONS
PARKING REQUIRED:
RESTAURANT:
OFFICE:
STORAGE.
STORAGE YARD:
MARINk
109 SEATS X 1 SPACE/3 SEATS
1,700 S.F. X 1 SPACFJI00 SF
3,300 S.F. X 1 SPACE/I.000 SF
TOTAL:
= 37 SPACES
= 17 SPACES
4 SPACES
5 EMPLOYEES X 1 GRACE/EMPLOYEE + 4 = 9 SPACES
185 SLIPS X 1 SPACE/SLIP = 185 SPACES
5 EMPLOYEES X 1 SEACFJEMPLOTEE = 5 SPACES
= 257 SPACES
257 TOTAL PARKING STALLS REQUIRED
PARKING PROVIDED:
268 PARKING STALLS PROVIDED
ZONING COMPLIANCE TABLE (M-II ZONE)
REQUIRED PROVIDED
BUILDING HEIGHT
FRONT YARD
REAR YARD
SIDE YARD
MIN. LOT AREA
LOT COVERAGE
35'/2 STORIES 35' (2 STORIES)
35' 37.5'
25' 191.9'
25' (50 TOTAL) 78.0'
80,OOO SF 131,062 SF
30% 35.9% (37.1 EXIST.)
JUN - 62013
54.5% ~R ISIONS
612.8'
LOT WIDTH 150'
LOT DEPTH 150' 787 45'
BREWER STERLING HARBOR
Condon Engineenng, P.C. 1410 MANHASSET AVE.
NY
1944
1755 Sigsbee Road
OF
Mattituck, New York 11952
(631) 298-1986 (631) 298-2651 fax
www.condonengineedng.com SITE PLAN
10'O X 2' DEEP DRYWEU S
RIM72
TOP RINGS 5,5
INV35 (12')
150 LF. FRENCH DRAIN A-9
DIP DOWNSPOUTS TO DRYWELL
@ 0,50% MIN SLOPE
PROPOSED I~STORY 9,0~ SF
BOAT STORAGE BUlLOING
NEWFF 76
PROPOSED TOP OF BULKHEAD EL 6 1 '
(SEE BULKHEAD SECTION A SHEET C~)
PROPOSED TOP OF BULKHEAD EL 0~I
120 LF. FRENCH DRAIN A-10
(SEE DETAIL SHEET C4)
DIP DOWNSPOLrFS TO DRYWEL[.
0,50% M[N SLOPE
RIM EL S 7
TOP RINGS 5 B
FRENCH DRNN B~
(SEE DETAIL SHEET C~l)
EXISTING OFFICE BUILDING AND METAL
NEA3[Y SAW CUT &
MEET EXIST, PAVEMENT
DRAINAGE CALCULATIONS:
THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" RAINFALL STORAGE TO BE
PROVIDED IN 10' DIAMETER DRYWELLS PROVIDING 68 42 CF PER VERTICAL FOOT OF STORAGE AND 18"O
PERFORATED PiPE WiTH STONE PROVIDING 7.,1 CF/FT (FRENCH DRAIN "A") AND 28.9 CF/FT (FRENCH DRAIN "B').
THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS: ROOF 1.0, ASPHALT PAVEMENT 1 0,
GRAVEL PAVEMENT 0.5 AND LANDSCAPING 0.1{D.
DRAINAGE AREA "A"
STORAGE REQUIRED:
GRAVELPAVEMENTAREA:
ROOFAREA:
LANDSCAPEAREA.
14,723 SF X 0.50 X 2"112 = 1,227 CF
9,000 SF X 1.00 X 2"/12 = 1,500 CF
2,087SFX010X2"/12 = 35CF
2,762 CF
2,762 CF / 65.42 CFNF = 40 4 VERTICAL FEET REQUIRED
STORAGE PROVIDED'
USE 8 - 10' O DRYWELLS X 2' DEEP = 16 VF TOTAL x 68.42 CFNF = 1,095 CF
250 LF FRENCH DRAIN "A" = 250 LF X 7.1 CF/LF = 1~775 CF
2,870 CF
DRAINAGE AREA "B"
STORAGE REQUIRED,
PAVEMENTAREA:
GRAVELPAVEMENTAREA:
ROOFAREA,
LANDSCAPEAREA.
3,615SFX1.00X2"/12 = 603CF
9,849SFX0.50X2"/12 = 821CF
2,500SFXI.00 X2"/12= 417CF
2,158SFX0.10X2"/12 = 36CF
1,877 CF
1,877 CF 168.42 CF/VF = 27.4 VERTICAL FEET REQUIRED
STORAGE PROVIDED'
USE 4 - 10 O DRYWELLS X 2 DEEP = 8 VF TOTAL x 68.42 CFNF
47 LF FRENCH DRAIN B = 47 LF X 28 9 CF/LF
= 547 CF
= 1,358 CF
1,905 CF
LEGEND EX,ST,.G PROPOSEDREMOVED
CURB
CATCH BASIN []
DRYWELL
FRENCH DRAIN
CLEANOUT
SEPTIC TANK
LEACHING POOL
SANITARY SEWER
STORM SEWER D --
ROOF DRAIN
WATER MAIN
SPOT GRADE
PROPERTY LINE
OH ELEC~3~IC
UTILITY POLE
RETAINING WALL
GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY
DEPARTMENT OF HEALTH SERVICES, NEW YORK STATE DEPARTMENT OF
ENVIRONMENTAL CONSERVATION AS REQUIRED.
2. EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED JANUARY 11,
2011 BY PECONIC SURVEYORS, P. C. AN D ARE THE RESULT OF ACTUAL FIELO
MEASUREMENT, ELEVATIONS REFERENCED TO N.A.V.D. '88
3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE ( EL. 6), AND ZONE X AS
DETERMINED FROM THE FLOOD INSURANCE RATE MAPS (FIRM) PANEL#
36103C0176H EFFECTIVE DATE SEPTEMBER 25, 2009.
4 THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL
SUBSURFACE INFORMATION SHOWN ON THESE pLANS IS CONCEPTUAL AND MUST BE
CONFORMED ACCORDINGLY IN THE FIELD.
5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES
VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR
SANITARY LINES OR STRUCTURES
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS
BEFORE COMMENCING WORK.
7 ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF iN ACCORDANCE
WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES.
CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE
MATERIALS OFFSITE, DEBRIS SHALL NOT BE BURIED ON-SiTE.
8. ALL DRAINAGE PIPING MATERIAL TO BE ADS N~12 SMOO~H INTERIOR CORRUGATED
POLYETHYLENE PIPE AS MANUFACTU]RED DY ADS OR AN APPROVED EQUAL.
INTERCONNECTING CATCHBABIN PIPE CHAMBER HEADER PIPE SHALL BE MINIMUM 12"
DIAMETER OR AS NOTED ON PLANS. ALL PIPING TO HAVE MINIMUM 12"' OF COVER.
9. IN LOCATION WHERE PIPES CROSS UNDER THE POTENTIAL PATH OF THE BOAT LIFT,
THE PIPING TO BE DUCTILE IRON PIPE. DRYWELLS AND FRENCH DRAINS TO BE
LOCATED IN AREAS OUTSIDE THE TRAVEL LANE OF THE BOAT LIFT.
10. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE
UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE
AREAS, PONDS, DRAINAGE INLETS, ETC. THE METHODS AND MATERIALS EMPLOYED
IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL
CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'
11. ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT.
,,~ , JUN-6?_D/3
Scale I =4[7
Scale 1"=40'
Drawn by: JJC
Dale. 3/3112012
Condon Engineering, P.C.
1755 Sigsbee Road
Mattituck, New YBrk 11952
(631) 298-1986 (631) 298-2651 fax
www.condonengineedng.com
BREWER STERLING HARBOR
1410 MANHASSET AVE,
GREENPORT, NY 11944
GRADING &
DRAINAGE PLAN
C-2
OF
4
F.F, EL 7.6
PROVIDE 10
CONCRETE ANCHOR
FOR BALLAST
SANITARY PVC DR-18 W^STE PiPE
WATERTIGHT FRAME & COVER W/
NOTE
ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR
THMBERNTURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO
W~THSTAND SASHTO H-2D LOADING AT THE COVER CONDITIONS SHOWN ON '[HE
PLANS THE SANITARy ETRUCTURES LOSATED IN THE PATH OF THE BONT LIFT TO BE
CBEIS N ED TO ASCOM MODATH A 2EX35 LIFT WiTH A TOTAL WEIGHT OF 60 TONS
INV EL
GRADE EL 8 0 TRAFFIC BEARING SLAB --
4' PVC WASTE [~NE
INVEL
PROPOSED PRECAST SEPTIC TANK DETAIL
SANITARY SEPTIC SYSTEM PROFILE
NOT TO SCALE
- PRECAST CONCRE~ COVER
BACKFILL WITH CLEAN
6"1~ CROSSOVER PIPE 8' ~' SAND AND GRAVEL
HIGHEST EXPECTED GROUNDWATER E~VATId, N (EL. 1.5)
SAND AND GRAVEL STRATA
PROPOSED LEACHING
POOL DETAIL
ALL LEACHING POOLS SHALL SE PLACED IN ACCEPTABLE LEACHING SOILS AS
APPROVED BY THE SCDHS, IN THE EVENT POOR LEACHING MATER~AL IS
EN COUNTERED, EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL AND
RACKFILLEO AS DETAILED CUTTING RINGS MAY SE REQUlBED
~OSTING WATER SERVICE
PROPOSED I~TORY 9,000 SF
BOAT STORAGE BUILDING
NEW F.F. 7.6
PROPOSED 8'~ X 6" DEEP
SEET(C TANK - 1
---X, 250 GALLON USED
ENGINE OIL AST
NOWATEROR
~ ~8)
(wP. GF 4)
[ST HOLE LOSATION
E~STING CESSPOOLTOBE
PUMPEDDRYANDABANDOSED
ORBEMOSEDINACCORDANCE
WITH THE SCDHSSTANDARDS
CONTINUOUS NO. 5 REBAR 12'2'OC ~ ? // /
WALL CORNER REINFORCEMENT DETAIL
NTS
FINAL GRADE
WATER PROOF COATING
NO, 4 REBAR @:
(3)
RETAINING WALL SECTION
NOT TO SCALE
NOTES:
THE CONTRACTOR IS TO VERIFY
ALL MEASUREMENTS IN THE FIELD
AND ANY DISCREPANCIES ARE TO
BE BROUGHT TO THE A3TENTION OF
THE ENGINEER PRIOR TO
CONSTRUCTION.
CONCRETE RETAINING WALLS
* ALL CONCRETE 4,000 PSI AFTER 28
DAYS MINIMUM.
* ALL REBAR ASTM A~I 5 GRADE 60,
* FOOTINGS ARE TO BE INSTALLED
ON UNDISTURBED VIRGIN SOIL.
THE BOTTOMS OF ALL FOOTINGS
ARE TO BE INSTALLED A MINIMUM
OF 3' BELOW GRADE UNLESS
INDICATED OTHERWISE
* SOIL SIDE OF WALLS AND
FOOTINGS ARE TO BE COATED WITH
BITUMINOUS FOUNDATION
COATING.
* WALLS TO BE POURED IN ONE
CONTINUOUS POUR WITH NO
CONTROL JOINTS,
MAIN ROAD
STIRLING CEMETARY
PROJECT
ST. AGNES SEM.
STIRLING BASIN
LOCATION MAP
MATERIALS & JOINTS EQUIVALENT TO
WATER MAIN STANDARDS OR CONSTI~UOTION
AND PRESSURE TEETED TO ASSURE WATER
TIGHTNESS PRIOR TO RACKFILUNG
18' MIN
NOTE.
HORIZONTAL SEPARATION BE~NEEN SEWER
AND WATER LINES MUST BE 10 MINIMUM
SEWER MAIN OR
~--BUILDING CONNECTION
WATER/SEWER CROSSING DETAIL
TEST BORING
EL: 6.5_+
0.0
ASPHALT
BROWN
SILT(ML)
-3.0'
COARSE SAND
(sw)
WATER iN
BROWN FINE
TO COARSE
SAND (SW)
13.0'
TEST HOLE DATA PROVIDED SY:
MCDONALD GEOSCIENCE
DATED 09/16/2010
-6.2' (WATER TABLE EL 0 3)
EXISTING SEWAGE DISPORAL SYSTEM
~ SE!VICING BATHROOMS AND RESTAURANT
(N CHANGE OR INCREASE IN FLOW)
EX WATER SERVICE
EX. SEPTIC
TANK
EXISTING SARANA
EX. GREASE
EX, GREASE
(
/\
/
/
/
NO WATER OR
SANITARY FACILITISS~
EX, 250 GALLON ROTH
TANK HEATING OIL AET
EX. 4" SANITARY LINE
EXISWNGRATHRCOM
BOATOWNERS
~X~ 5,000 GALLON
40 0 40 80 120
Scale, 1" = 4(7
SANITARY FLOW CALCULATIONS:
ALLOWABLE SEWAGE FLOW TOTAL SITE:
(GWMZ IV SERVICED BY PUBLIC WATER)
5 75 ACRES X (800 GPO)= 3,450 GPD
EXISTING SANITARY FLOW:
MARINA = 10 GPD/SLIP X 185 SLIPS : 1,850 GPD
OFFICE = 0.06 GPD/GFA 1,000 SF 60 GPD
STORAGE = 0.04 GPD/GFA 11,239 SF = 450 GPD
RESTAURANT = 109 SEATS X 10 GPDISEAT = 1~090 GPD
= 3,450 GPD
KITCHEN FLOW.
RESTAURANT = 109 SEATS X 20 GPD/SEAT = 2,180 GPO
TOTAL SEWAGE FLOW. = 5,630 GPD
PROPOSED SANITARY FLOW:
MARINA : 10 GPD/SLIP X 185 SLIPS
OFFICE = 0.06 GPD/GFA 1,700 SF
STORAGE = 0.04 GPD/GFA 12,300 SF
RESTAURANT = 109 SEATS X 10 GPO/SEAT
KITCHEN FLOW:
RESTAURANT
= 109 SEATS X 20 GPD/SEAT
TOTAL SEWAGE FLOW:
= 1,850 GPD
: 102 GPD
= 492 GPO
: 1,090 GPD
= 3,534 GPD
= 2,180GPD
= 5,714 GPD
PROPOSED SANITARY SYSTEM (MARINA FACILITY #1):
PROPOSED FLOW RATE 594 GPD DESIGN 2 DAY STORAGE = 1,188 GALLONS
USE 1- 8'O X 4' LIQUID DEPTH = 1,209 GALLONS.
LEACHING POOLS.
LEACHING @ 1.5 GPO/SQ. FT.= 594 GPD / 1.5 GPD/SQ. FT. = 306 SF
8'OX3.14 X 1'= 25,13 SQ ET JET.
396 SQ.FT / 25 13 SF/FT. = 15.8 V.F.
USE 8- 8 O X 2 DEEP LEACHING POOLS = 16.0 V F > 15.8 V.F.
DESIGN FOR 50 % EXPANSION:
396S.F. X 50 =I98S.F./25.13SQ. FT/FT =79V.F.
USE 4- 8 O X 2 DEEP LEACHING POOL = 5.0 V.F. > 7.9 V.F.
EXISTING RESTAURANT AND BATHHOUSES FOR SWIMMING POOL AND BOAT SLIPS IS
SERVICED BY AN EXISTING SEWAGE DISPOSAL SYSTEM. RESTAURANT HAS A CURRENT
FOOD UNIT PERMIT ~799.
SANITARY SYSTEM NOTES:
ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 85% MAXIMUM
DENSITY AT THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD
PROCTOR TEST
LOCATION OF EXISTING UTILITIES AND SANITARY AND DRAINAGE FACILITIES SHALL BE
VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION OF NEW WORK.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS ASSOCIATED WITH THIS CONSTRUCTION.
AREA OF SITEAREA OF SITE:
TOTAL
8.33 ACRES (8.24 ACRES SC TAX MAP)
1 58 ACRES (1.8 ACRES SC TAX MAP)
9,92 ACRES (10.04 ACRES SC TAX MAP)
UNDERWATER AREA 4.17 ACRES
UPLAND AREA 5.75 ACRES
TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY PECONIC
SURVEYING DATED 1/11/2011.
NEW SANITARY PIPE TO BE 4" PVC SDR 35 UNLESS OTHERWISE SPECIFIED ON THE
PLANS.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHAMPTON AND THE
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED.
THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL
SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE
CONFORMED ACCORDINGLY IN TRE FIELD.
A MINrMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES
VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR
SANITARY LINES OR STRUCTURES. A MINIMUM SEPARATION OF FIVE (5) FEET
HORIZONTAL IS TO BE MAINTAINED BETWEEN SANITARY LINES AND PROPANE TANKS
AND LINES.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS
BEFORE COMMENCING WORK.
11.
ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE
WITH TOWN, COUNTY, STATE AND FEDERAL lAWS, CODES AND ORDINANCES
CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE
MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE
12.
ALL pRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR
TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO
WITHSTAND AASHTO H-80 LOADING AT THE COVER CONDITIONS SHOWN ON THE
PLANS THE SANITARY STRUCTURES LOCATED IN THE PATH OF THE BOAT MET TO BE
DESIGNED TO ACCOMMODATE A 25X35 LIFT WITH A TOTAL WEIGHT OF 60 TONS.
13.
ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY
STRENGTH CONCRETE.
DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE
UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE
AREAS, PONDS, DRAINAGE INLETS, ETC. THE METHODS AND MATERIALS EMPLOYED IN
THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL
CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL".
15. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEWAGE DISPOSAL SYSTEM.
S.C T.M.: 1000-36-01-01
1~1-03-01~)1
Draw~ by: JJC
Date: 3/3112012
Condon Engmeermng, P.C.
1755 Sigsbee Road
Mattituck, New York 11952
(631) 298-1986 (631) 298-2651 fax
w~.condonengineering.com
BREWER STERLING HARBOR
1410 MANHASSET AVE.
GREENPORT, NY 11944
SANITARY PLAN
C-3
PROPOSED 8" POURED CONCRETE
TOP OF BULKHEAD EL 8.1
TOP OF BULKHEAD EL 61 OR 4.1
PROPOSED TIMBER WALER (6"X8")
HELICAL PILE BOILDrNG
FOUNDATION TO BE DETERMINED ~ I
II
AHW
ALW
PROPOSED I*G TIE ROD
(lB'± LONG)
FIBERGLASS SHEATHING
BULKHEAD DETAIL "A" SECTION
N.T.S.
6'OC
PROPOSED TIMBER TOP CAP (2~X12")
O O
PROPOSED TIMBER WALER (§"XB'~
O PROPOSED TIMBER WALER (6"X8") O
AW
BULKHEAD DETAIL "A" PROFILE
STRAW BALE INLET PROTECTION DETAIL
STASSODIVENATANOLE ---'-~DING DETAIL
ANCHORING DETAIL
STRAW BALE DIKE DETAIL
NOTES: UNDISTURBED GROUND~..~
1, WOVENWIREFENCE(MIN 141r2GAUGEME.v.,6'MSSH ~
SPACING) WGH FILTER CLOTH OVER FENCE
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SSCWOW
3~ WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
THEY SHALL SE OVERLAPPED BY SIX INCHES AND FOLDED
4, MAINTENANCE SHALL GE PERFODMED AS NSSDED ^ND
MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT
FENCE
WOVEN WIRE FENCE (MIN. 141/'2
GAUGE MAX.. O' MESH SPACING)·
POSTS
6' PENETRATION INTO
GROUND
(SEE SECTION) ELEVATION
SILT FENCE DETAIL
POSTS - STEEL, T OR U SHAPE TYPE
~ F~E.~ EH~Wv~NO~IRE 14, GAUGE
6 MAR- MSSH OPENING
~ FILTER CLOTH - MIRER 180N
r//
FLOW
COMPACTED BACKFILL
SECTION
36' MIN.. FENCE POSTS,
MIN.. INTO THE
EL
TOP OF STONE
_ EXISTINGGRADE
EL. 3.5
6.1'
FRENCH DRAIN DETAIL "A"
N.T.8.
18"O ADS N-I 2
WRaP STONE IN
FILTER FABRIC
1%"-2"WASHED
D STONE ORAN
APPROVED EQUAL
t f EXISTING GRADE
EL. 6.O~
TOP OF STONE
18"O ADS N-I 2
IPERFORATED PIPE
APPROVED EQUAL
FRENCH DRAIN DETAIL "B"
N.T.B.
PROPOSED TIMBER WALER {6'FE')
AHW
ALW
PROPOSED 1'~ TIE ROD
(16'* LONG)
WNYL SHEATHING 18'
DEEP MIN
BULKHEAD DETAIL "B" SECTION
N.T,S.
PROPOSED TIMBER TOP CAP (2"X 12")
PROPOSED TIMBER WALER (E"XS")
PROPOSED TIMBER WALER (6"X8")
BULKHEAD DETAIL "B" PROFILE
N.T.S.
EX]STING
GROUND
50' MIN
PAVEMENT
PROFILE
-MOUNTABLE BERM
(OPTIONAL)
10' MIN OR MATCH
ADJACENT ROAD WIDTH
5ff MIN,
NOTE:
MAINTENANCE TO INCLUDE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS
REQUIRED
STABILIZED CONSTRUCTION ENTRANCE
WRAP STONE IN
FILTER FABRIC
EROSION CONTROL NOTES:
I DURING THE COURSS OF CONSTRUCTION, THE USE OF EROSION AND
SEDIMENT CONTROL MEASURES WILL BE NECESSARY IN ORDER TO PREVENT
SEDIMENT FROM WASHING ONTO ADJACENT OFF.SiTE AREAS, WATERWAYS,
DRAINAGE INLETS, RECHARGE SASINS~ FTC, THE FIELD CONDITIONS ON THE
SITE WILL OICTATE WHICH EROSION CONDJOL MEASURE(S) MAY BE
NECSSSARY DURING CON STRUCTION THE ERECIFIC EROSION CONTROL
MEASURES UTILISSD SHALL CONFORM TO '~HE NEW YORK GUIBELINES FOR
EROSION AND SEDIMENT CONTROL, LATEST EDITION'
THE CONTRACTOR SHALL FOLLOW THE GENERAL GUIDELINES AS DESCRIBED
BELOW OR AS DIRECTED BY THE LOCAL MUNICIPALITY
- SEDIMENT SHALL BE CONTAINED ON~ITE AND SHALL NOT SE pERMITYED
TO ENTER ADJACENT PROPERTIES, PDGLIC ROADS OR DRAINAGE SYSIEMS.
SILT FENCE, NAY BALES, FTC SHALL BE INSTALLED ALONG THE LIMITS OF
BISTURBAR BE PRIOR TO TH E START OF CONSTRUCTION AND SHALL BE
MAINTAINED UNTIL CONSTRUCTION IS COMPLE]~.
- EXISTING VEGETATION TO REMAIN AND SHALL REMAIN UNDISTURBED AND
SHALL BE PROTECTED BY THE INSTALLATIGN OF CONSTRUCTION FENCE OR
OTHER APPROVED MEANS.
CLEARING AND GRADING SHALL SE SCHEDULED SO AS TO MINIMIZE THE
EXTENT OF EXPOSED AREAS AND THE LENGTH OF WME THAT AREAS ARE
EXPOSED, GRADED, STRIPPED AND STOCKPILE AREAS SHALL BE STABILIZED
WITH THE USE OF TEMPORARILY SEEDING AS REQUIRED, CONSULT THE
LOCAL SOIL AND WATER CONSERVATION DISTRICT FOR SEED MIXTURES,
FERTILIZER AND MULCH RECOMMENOATIONS CLEARING AND GREDINS
SHOULD ONLY TAKE PLACE AR~R INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES
- RUNOFF SHALL BE B]VERTED AWAY FROM CLEARED SLOPES,
- GRAIREGE INLETG INSTALLED AS PART OF THE PROJECT SHALL BE
PROTECTED FROM SEDIMENT BY THE iNSTALLATION OF SBOiMENT BARRIERS,
SBO~MENT TRAPS, FTC, AS REQUiRED.
- THE CONTRACTOR SHALL PROVIDE THE MEANS TO CONTROL DUST
THROUGHOUT CON STRE STION ALL DIETURBED AREAS SHALL BE IRRIGATED
AS NECESSARY TO PREVENT SEDIMENT FROM BECOMING AIRBORNE ALL
DISTURBED AREAS TO BE VEGETATED IMMEDIATELY AFTER WORK IS
COMPLETED
- A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO
PREVENT SOIL AND LOOSE DEBRIS FORM BEING '~CKED ONTO LOCAL
ROADS THE CONSTRUCTION ENTRANCE SRALL BE MAINTAINED UNTIL THE
SITE IS PERMANENTLY STABILISSD. ANY SEDIMENT TRACKED ONTO PUBLIC
ROADS TO BE REMOVED OR CLEANED ON A DAILY BASIS.
- EROSION CONTROL MEASURES SHALL BE INSPECTED BY TEE CONTRACTOR
PERIODICALLY AND IMMEDIATELY AFTER HEAW UR PROLONGED RAIN
EVENTS, MAINTENANCE MEASURES TO BE PERFORMED AS NECESSARY
INCLUDING, BUT ARE NOT LIMITED TO, CLEANING OF SEDIMENT BASINS AND
TRAPS, CLEANING OR REPAIR OF SEDIMENT BARRIERS, CLEANING AND
REPAIR OF GERMS AND DIVERE~ORE, AND CLEANING AND REPAIR OF INLET
PRUTECTIOS
- EROSION AND SEDIMENT CDNTROL MRASURSS SHALL BE CONSTRUCTED
PRIOR TO BEGINNING ANY OTHER LAND DISTHRBANCSS
- SEDIMENT HARRIERS AND OTHER EROSION CONTROL MEASURES SHALL
REMEIN IN PLACE UNTIL UPLARD OISTHRSSD AREAS ARE PERMANENTLY
STABILIZED, AFTER PERMANENT STABILIZATION, GAMED AREAS SHALL BE
CLEANED AND DREIN^GE SYSTEMS CLEANED N~ID FLUSHED AS NECESSARY.
CONCRSTEPAD
EACH SIDE
PLUG OR STOPPER
PVC SCR-35 RISER AS REQ'D OR AN
45' BEND
PLUG WYE UNTIL
CLEANOUTiG
INSTALLED
ROOF DREIHAGE COLLECTION LINE
PLUG
15' WYE FITSNG
CLEANOUT DETAIL
PRECARTASMENUFACTUREDBY 8'
SOFFOLKCEMERTOFAN ~'1 I
ARPROVEDEQUAL ·
A
OPENING
PLAN VIEW
NOTES.
2
18, l-- I QROUTAROUND
i ~ - PIPE IREERT
SECTION A-A
SUBJECT TO THE APPROVAL OF THE SUPERINTENDENT OF HIGHWAYS
CATCH BASIN DETAIL
A
SNAP CONNECTION
ALUMINUM LENDER
(SEE ARCHITECTURAL PLANS)
DOWNSPOUT ADAPTER (AOS
OR APPROVED EQUAL)
(SEE CHART FOR PART NUMBER)
45GSEND
6' ADS PIPE
45GBERD
ROOF DRAIN LATERAL
(SEE PLAN FOR PIPE SIZES)
NOTE 6" AOS PIPE MEY BE
USED WHEN A DOWNSPOUT IS
CONNECTED OIRECTI-Y TO A
ONYWELL
DISTANCE VARIES
(SEE GRADING AND
DREINAGE PLAN)
PLAN VIEW
WRAP WITH 60Z (MIN,) NONWOVEN
GEOTEXTILE (FILTER FABRIC) AND AT
TOt
APPROVED EQUAL
SHEETPILINGASREQUlRED
EXCAVATE AND BACKFILL 3 FEET AROUND
LEACHING RINGS WITH SUITAaLE BOROSS
MATERIAL AG APPROVED BY TI
GROUND SURFACE ON
SOILS WITHIN 12 OF PAVEMENT
SUSORAME COMPACTED TO 95% APPLICABLE)
- OF MAXIMUM DEflSfTY
SEE PRECAST STRUCTURE NOTES FOR
EINFORCING REOUIREMENTS,
INSTALL DUMMY RINGS AND/OR DON~ AS
NECESSARY TO BRING PROPOSED
STRUCTURE TO GRASS
MIN. 2 BRICK
COURSES
CONCRETECOLLAR
PRECAST DRAINAGE
RINGS
HEAVY DUTY MANHOLE FRAME AND
SLOTTED COVER CAMBELL FOUNDRY CO,
PA~ERN No, 1383 OR SOLID MENHOLE
COVER PATTERN NO. 101~A-TTPE C OR AR
2UAL
EXCAVATE A MINIMUM OF 6'INTO~ ~' r ~ '
VIRGIN STR, ATA OF SAND AND
GRAVEL OR TO BOTTOM OF DRTWEM. ELEVATION VIEW
WHICHEVER IS SSEPER
· UNDISTURBED
EARTH
uJ
BEDDING (CLASS l, Il OR Ill) WHERE
UNSSITARLE MATE. R~AL IS
ENCOUNTERED OURIflG EXCAVATION
OF PIPE TRENCHES AS REQUIRED IN
1-1/2' WEARING COURSE RES TYPE 6
2-112' BINDER COURSE NYS TYPE 3 BINDER COURSE
6' COMPACTEO BASE COURSE
(3M' STONE BLEND OR CRUSUEB CONCRETE)
8" COMPACTED SUBGRADE
(COMPACTED TO MIN, 85% STANDARD
PROCTOR DERSITY)
ROOF DRAIN ADAPTER DETAIL
PRECAST STRUCTURE NOTES:
ALL PRECAET STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFDRCEMENT TO
WITHSTAND RASUTO H 20 TREFFIC LOADING ALONG WiTH TEMPERATURE AND SHRINKAGE, TR, ANSPORT TO
THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS+ ALL PRECAST STRSSTURES LOCATED IN THE
PATH OF THE BOAT LIFT SH OU LD BE DESIGNED TO WITHSTAND THE BOAT U F~ LOADING
2, THE DRAINAGE STRUCTHRSS LOCATED IN THE PATH OF THE BOAT LIFT TO SS DESIGNEE TO
ACCOMMODATE A 25×35 LIFT WITH A TOTAL WEIGHT OF 60 TONS,
ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,~0 PSI CONCRETE AND SHALL B£
DESIGNED, CONSTRUCTED AND INSTALLED TS SUPPORT ARSNTO H-~0 TRAFFIC LOADING.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STEUSTMRES DETAILING THE STEEL
REINFORCEMENT ANO PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE
DSSIGNEO TO SUPPORT H-2O TRAFFIC LOADING,
TYPICAL PARKING LOT PAVEMENT SECTION
Engmneenng, P.O.
Scale: AS SHOWN
MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST ~RUSTURSS B~LIVERED TO THE
SITE MEET ALL REQUIREMENTS OF TRE TOWN OF SOUTHOLD, SUFFOLK ~G~NTT DEP~RI~tEi~T 0F HEALTH] ,
SERVICES AND THE NEW YORK STATE DEPNTIMENT OF 7RARSPONTATIO!.i~,
AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH 1755 Sigsbee Road
BOTTOM MAY BE STABILIZED USING A WOVEN GREeleY. TILE FABRIC, Drawn by: JJC Mattituck, New York 11952
DRYWELL DETAIL PIPE TRENCH SECTION (631) 298-1986 (631)298-2651fax
' Date: 3/31/2012
NOT TO SCALE NOT TO SCALE www.condonehgineedng.com
I .. REVISIONS
BREWER STERLING HARBOR
1410 MANHASSET AVE.
GREENPORT, NY 11944
CONSTRUCTION DETAILS
C-4
OF
4
Brewer Sterling Harbor Lighting Plan Proposed bight Fixhires
BetaLE D Catalog SFT - 227 - - RM - 03 - D - - - -
Fixture Dimension "A"
Standard 10 in 254mm
Hi/Low 0 lion 26 in 660mm
~ 0.9" 13.5" ~ _ 0.9" A'
[ 23mm ] [ 343mm ] [ 23mm ] r
z 1 J"
E ~ cD [ 42mm ] } Ceiling
~
} ;ir'} Cutout 13.6" 13.2"
e~clj' ~ ri cn 9.5' [ 346mm ] O Q [ 335mm ]
Oct ~Of~~o [241mm]
'~+i f$ f~ Fixture
,,r ~ 3 r.j_, R 1 • Clearance a~
T
2.2"
[ 56mm ]
2.0" Max 6.3"
y .b [51±m] [159mm]
f
WPLED52N
52 Watt LED Wallpackwith 3cutoffoptions. Equivalent to 250W MH. Color: Bronze Weight:17.61bs
Wallpack has mounting bracket with Tether for hands-free wiring. 5
year warranty.
r
e
f,
r
~Mp~ ~x~
yrr y
pia
LED L~fo Driver Info
Watts: 52W Type: Constant Current
Color Temp: 4000K (Neutral) 120V: 0.51 A
C olor Accuracy: 86 208V : 0.33 A
L70 Lifespan: 100000 240V: 0.29 A
LM79 Lumens: 2,552 277V: 0.25 A
Efficacy: 43 LPW Input Watts: 60W
Efficiency: 87%
Brewer Sterling Harbor Iaghting Plan
~ ~ + ~ ~ ~ ~ r Brewer Sterling Harbor bighting Plan Proposed Liglil Positions
_ _ -
I ~ ! rma ,o. gun.-a...~ ti
GK cm[.n.-a~JJ6 ti
I I I
, _ -r 1-i I'?TTr r uve Ker a[vnw ve ti
~ ~ ~~I I ~ ~ ~ ~ _
, ~ ~ ~ ~ ~ ~ ~ 1.1:.1.... 1.1...1_ l~l
I ~ I 1 l Ill ~ -I
~ I ~ I~ ~ I y
-*Fr- h~~
I uK n[cn~ am.ra+zro ti I~ I
I
i
I ~I~ ' I I, j f^ 'rr'iI - , i
JI r~,,..,...,~ v,~ nC 1 - I ~ ~I
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jl, J-.'.I I ~ '
~G~~~ r.: `I' ~ ! ~ III I ~ ~ I
1~ I I:,.,` I i ..I
ny. nUae nrurgr.oa y S.I~..yL.;,.a .....,1.. _,.,:_J _
PROPOSED WEST ELEVATION PROPOSED NORTH ELEVATION
a~[.[w~r[~.r~„ .4 I _ ~ 1 _I ..11_ . l _ l l .~_~~1_ _l._ . I l.I__I.
GN. AGM L4NAMIN 3l6 ...~L...d~! 1.. A..
1
GK nCWK [IN+'q 3JE'
ti - III _ I ~ . I ~ I III ~ ~ 7 1 I
_ I I
i
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-
t! i i I III I i
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uv-[ n[wnr nnrna r o 1 - I j - ' I
I j,, Y ' I i t
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- T - - ~ - - - I ~
~ I I Ili I - 4 ~ I . I
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T ~
i is ti - ~ I
- j I I; " f j ~
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- I,i _
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i I
t T . - _ _ _ -E- c_
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. - ~ ~_~-I ~ ; it HRStfWdt4fv~P4+ab ti - - I.IJ.I.I.I.
_ 1 I _ ~ fJ - - -i-..
rr~~nuM n[vnt J.~a S _ I -
PROPOSED 50UT11 ELEVATION PROPOSED EAST ELEVATION
r ~ Blue Dots indicate vertical placement of fixtures
(not to sale)
~
~ ~ ~ ~ ~ Brewer Sterling Harbor Lighting Plan Lighting hltcnsit}~ Diagram
Light I><1tellsily
Scale: 1" = 25'
1 A t ~ 1 >_3 Footcandles
_ _ _b.~e
, .
- R aq. a=. a ~ - - : ; .o - ~ , ro~- 1 I ?~otcatidhs
- '
>_,5 Footcandles
~ ~ ~ ~ ~ _ ~ ~ ~ FootCan(lles
i~
l Footcandles
? ~ ~ ~ 13ulkhcacl
~ ,
y ,
ti
I
t 3
~ ~
I
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L
1- i m
r
4.,
I
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~ ~~w~~
~ ^x a _ ~
~ fem. fit.
]'COl)Crt)' Lml'
l~
. a
JUL 2 4 ~
PROPOSED BOAT STORAGE BUILDING, BULKHEAD
REPLACEMENT & SITE IMPROVEMENTS
MAIN ROAD (NYS 25
p~ GE
Cam'"" N~ STIRLING CEMETARY
PROJECT
LOCATION "'KKK~~~,,,
9~
i ~ I ~ i,,~.~
'
ST. AGNES CEM. \
STIRLING BASIN
LOCATION MAP
1'~(.1Tz
BREWER STERLING HARBOR
1410 MANHASSET AVE.
GREENPORT
TOWN OF SOUTHOLD SUFFOLK COUNTY
NEW YORK 11944
S.C.T. M.: 1000-36-01-01 & 1001-03-01-01 of N~~
e
~Q~ ,r,N J. Cp,~G `O
MARCH 31, 2012 ~ 02
~s
ro.•annc ~~A
0.THROVLD A~ P6R Tg1lt
.1ND (,`QNnIT10N8 01
N"' ]-~I73g~~z~~ry~~~ Condon Engineering P.C. C.1
" n55 sgeoee rmea OF
klel9k¢IC New Yak 11952
(93,) 2961988 (93,)299-T85, fen 1 4
wwe.aetlonaaawMg.aen
i
wr+" \ LEGEND EXISTING PROPOSED
PARKING SPACE COUNT 32
~ BOAT SLIP NUMBER z _
\ OH ELECTRIC - -
^ ~ FENCE O v----
PROPERTY LINE
LANDSCAPING7LAWNAREA 0
PARKING CALCULATIONS
~ ~ PARKING REWIRED
RE9TRURAM: f085FAT9%iSPpCEl35EATS = 3]SPACES
p• / i ~ OFFICE: 7,700 S.F. X 1 SPACEHOO SF - R SPACES
S,¢7-~®y i w~` STORAGE: 3,300 S. F.%15PACH1,Orp 5F !SPACES
/ j°o~a:~;..a.'.w. ) ~ ~ STORAGE YARD: S EMPLOYEES X 1 SPACEr8.1PLGYEE «q = 9 SPACES
~ ` MARINA: iB55LIPSXI SPAC65LIP =1859PACE9
• s / ~ ^ f ' \ 5 EMPLOYEES X 1 SPACERAPLOVEE = 5 SPACES
/ ~ TOTAL. =45]9PACE5
/
n J / ~ 167 TOTAL PARKIN09TALLB REWIRED
~ •
• ~ / e PARKING PROVIDED
e ~
~ / ~ 488 PARKING 6TALL9 PRGJIDED
~ - ~
• . \
.
z_- i~
~ i.
_
• i ~
~ ~ ~ n ~ ~
SITE DATA TABLE
~ ~ ~ ~ t ~ WJNER/APPLK`ANT'. MICHAEL ACEBO, GENERAL MANAGER
\ ~ ~ \ ~ / H ~ ~ BRFNER STIRLING HAR~R
~ ~ ~ y~ ~ e CCC l 7 = ~~~i/// 1HO MANHAN9ET AVE.
GREENPORT, NY 11944
n-~~/ ~
' V~ ( ~ ~ ~ _ ~ ~ 831x77-0818
~ ~ ~ \ ~ t ZONE M-II(MARINEII)
~ \
~A J ~ (I ~ U6E OF PROPERTY MARINA/REBTAUWINT
.
~ ~ ~ • ~ j AREA OF BRE:
` - ~ S O.TM.: 1006%01-01 8.33 ACRES (8.14 ACRES 9C TA%IMP)
~ 1 ~ 9.C.T M.: 1001-03-01-01 758 ACRE514 8 ACRES SCTAX MAPI
\ 1`
J ` ~ ~ . TOTAL B.8I ACRES (10.0/ACRE99C TAX MAP)
/ ( • UNDERWATER AREA 4.17 ACRES
/ Cam.
• UPLAND AREA 5.75 ACRES
~ ~ ~
~ E%ISTING AREA OF BULDIN0.R 18,811 SF.
~ EXISTING PERCENTLOT
V~ ~ ~ OCCUPANCY (UPLANOAREA) 10.74%
\ ~ ~ -
f ~ ~ PROPOSED AREA OF BUILDINGS 18,OB7 GF.
I `
~ .
I PROPOSED PERCENTLOT
OCCUPANCY (UPLAND AREA) 10.41%
\ ~ A4~\~ AREA OF PAVING (INCL.. WALKS) 10,767 S.f. (A30%)
r
~ a 'rte
l AREA OF STONE PARKING 45,059 9f. (100%)
\ LANDSCAPEARE4 71,903 SF (19.07%)
• a
o • JU! 2 4 2012
. atraovanYwe~raa raRya t~0 Y
~ . .
~ IT'D WND1riON8 0l ~ a. CON Q
ZONING COMPLIANCE TABLE (M-II ZONE) ~ ~ PERMIT No, I-`4' ~ ~ ~P o~e~ ~
% 9
REQUIRED PROVIDED ~ \ DAr~q ~ ~ ]ll' 6~ `I ( ~ ~ G~ d'~
BUIlO1NG HEIGHT' 35'I19TORIES 35'(4 STORIES) • \ >
FRONT YARD 35' 375' i
n /C
aEAa vnRD 1s 1s1s. 100 0 100 2(10 400 ;u.q+.%
SIDE YARD 1s'(50 TOTAL) 7e.9• PROFESS~~`
MIN.LDrAREA eo,BOOSF z5o,d7osF(uPUNDAREA) Scale: t'=100'
5 C TM: 100638-01-Oi
LOT COVERAGE 30% 10.61%(10.74%E%IST.) 1001-03-0L01
LANDSCaPEARFA 1B% za1% ~~.mm.no,wn>c~,m^~a~~~„«,a.vrn~...~^~.eo~,rm.r«. BREWER STERLING HARBOR
ma~NM Eaicelronlev. nnGk r<5,s~~~,]ma,w~,ra~un.:, stela: 7'=1w' Condon Egg~t1P.P.I1119, P.C. 1410 MANHASSET AVE. C.2
oui~ ~,x, ee an~.on ^re ocensee an,.aeaM¢~PUM.Mrver, o,
Lot WIDTH 1so' slz s' f,m~~,.:=~, ~~4k„~ruem~~.~r..r um~nmM,,.,a m, a„~,r 176691p~b»Rad GREENPORT, NY 11944
n ~ mer, ~rcnee~l or Senn surwrvris eilerea, ne bkmia E*g+~+*. OraMn b1: JJC QF
LDT DEPTH 150' 107.48' ^"'"k`~-°rrana s~n.ya ~a.u.m.m n. ibmmrtror.w.,mrv MYMIWOIC NIA'Ydk 11964
^oi.oon au.r.aev'rau.e~r oy nmr„ s~m<wa.a rn wMmwn (631)299.1966 (697)499-4661 hK 14
,n~~.o~^,..^.. ~a=aks~z^pm.mm. mien, oeta',snvlat4 wrw eaMdwpYaaMp can SITE PLAN
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i
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_ _ . .
REVISIONS
><'Pr n.~ ~QF N~~
•rr1?~~ we reR T~oti,ls ~~O~r~J CO,~,vo~~~
•Np CONUI TI(JNd aD l'
}'L"KNIT Nt; ~~OZI ~l
S.C T M.: 7000.38-01-Of ~4~!~//
1001-03-01-07 / '
ar<rr.,naaw„na"n~ane~s.P~, ~Fenaarnr.nrm,r,.. BREWER STERLING HARBOR AS
.mk9svaie eau:amnLU., nnok us,stian„me, r~anyr*eon ~nbu S<a~a:1'~~ Condon Engineering, P.\i. 1410 MANHASSET AVE. C. 'V
acmg~narne arec~m ore w<enaaa aa,rasemroi r>~rwer, m;nxaLa
Tana awvewr ioear eny nam~a a,v »yum~romeaenrer,a .wm ~a~y
~y~y~.~~ GREENPORT, NY 11944 OF
nEnJirner, MChaml orLervl4vneMris ellerea, ~e eMMEn4neer, ~R'Mr By. JJC r~m_wwrru. YOIR IIB62
Mlvbcl,a Lena SLneyw vMleTtla tlin ikm anaiereeelnnaM
noielun'PXerea hy' Niaaa Av nsfiersryrnhn aMAeaeb olw'A (~3~ ~ ~ 14
anAreiuro.~,+a+oeoifna~am~~nnrmean.amn oaie~.3rluzala SITE PLAN
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~ ~ r Fr~F NE~ti
a~~~ Q'~ ~ coy ~p
~1as ~ ~ ~ \ r l~ p~ ~o. 9~
S 5 GD / / / VJ ~
z, %~Cl L 2 4 20~
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~ / ~ ~ RQFESSIONP~'
i1 P{'it:.Sti O;i3Ad YtiR ~:~R R4Y SCTM.: 700436-01-01
f 001-03-07.01
vL) L7C?I~i%i'CiU Nti UY
~•f1Z1 v n. p p om as cnfl y,a~ a ~.a im.ne. BREWERSTERLINOHARBOR
PRR)•UT I~gL ~ r kab~a root >ni +.e.se rnero va. ~.a: scale:P=40' Condon EhglnP.P.~hga P.C. 1410MANHASSE7AVE. C-4
' ° ° " '~A GREENPORT, NY 11944
0 a w.i aia r~. rir w o o~ Aoi 176591pWlfloBE QF
l`t.~fK_»» s, H:n ~~i ~e: wnwn .xmmsc~eM+~. Onxn M'. OJC AMItlWtlL blew Yak 11862
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~ ~o^ . e P~ ^etn,db a wwr.m7Mor~rpY~nYq.ean SITE PLAN
LEGEND EXISTING PROPOSED REMOVED GENERAL NOTES
CURB i. ALL MATERIALSANDMETHODS OF WNSTRUCTgN SHALL
- CONFORM TO THE STANDARDS AND SPECIFICATIONS OFTHE
TOWN OF SOtRHOID, SUFFOLK COUNTVDEPARiMEMOF
B HEALTH SERVICES, NEW YORK STATE DEPARTMENT OF
CATCH BASIN ENVIRONMENTAL CONSERVATION AS REWIRED.
2. EXISTING CONDITIONS SHOWN ON THE PlAN5 FRdA SURVEY
DATED JANUARY 71, 2071 BY PECONIC SURVEYORS, P. C. AND
ARE THE RESULT OF ACTUAL FIELD MEASUREMENT.
DRYWE LL ELEVATIONS REFERENCED TO NA.V.D. 80
3. PROPERTY IS PARTULLY LOCATED IN ROOD ZONEAE(EL.61,
AND ZONE %AS DETERMINED FROM THE ROW INSURANCE
FRENCH DRAIN RATE MAPS (FIRM )PANE1M38703(A77fiH EFFECTIVE GATE
SEPTEMBER 25, 2009.
4. THE WNTRACTOR SHALL FIELD VERIFY THE LOCATIONANO
CLEANOUT DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMEM OF
WORK. THE CONTRACTOR IS ADVISED All SUBSURFACE
SEPTIC TANK O O INFORMATION SHOWN ON THESERANSISWNCEPNALAND
MUST BE CONFORMED ACCORDINGLY IN THE FIELD.
O /
J 5. AMINIMUM SEPARATION OF TEN (fOI FEET H00.QONTPI AND
LEACHING POOL EIGHTEEN (10) INCHES VERTICAL IS TORE NAINTAINEO
O ~ ~ BETWEEN WATER LINES, STORM OPAINAGEANdbR SANRARY
~ ~ LINES OR STRUCTURES.
SANITARY SEWER 6 THECONTRACTORSHALIBERE5PON51BLEFORSECURING
ALL NECESSARY PERMITS BEFORE CWMENCRJGNARK.
STORM SEWER D 7 ALLUNSURABLEMATERIALANODEBRISSHPILBEDISPOBED
OF IN ACCORDANCE WITH TOWN, COUNTY, STATE ANO
ROOF DRAIN - - . - FEDERAL LAWS, CODES ANO ORDINANCES. WNTRACTOR
SHALL BE RESPONSIBLE FOR DISPOSING OFPLL UNSURABLE
MATERIALS OFFSITE. DEBRIS SHALL NOT REBURIED ONSRE.
WATER MAIN ~ - ~ - ~ ~ ~ B. ALL DRAINAGE PIPING MATE0.IAL TO READS N125MWTH
INTERIOR CORRUGATED POLYETHYLENE PIPEAS
MANUFACTURED BV qD5 OR AN APPROVED EQUAL.
INTERCONNECTING CATCHBASIN PIPE CHAMBER HEADER RPE
SHALL BE MINIMUM f Y DIAMETER OR AS NOTED ON PLANS.
SPOT GRADE ° +61 ALL PIPING TO HAVE MINIMUM 72"OFCOJER.
9. IN LOCATION WHERE PIPES CROSS UNOERTHE PoTENil4t
PROPERTY LINE PATH OF THE BOAT LIFT, THE PIPING TO BE DUCTlEIRON PIPE.
DRYWELLS AND FRENCH GRAINS TO BE LOCATED IN AREAS
OH ELECTRIC OUTSIDE THE TRAVEL LANE OF THEBO4T LIFT.
f0. DURING CONSTRUCTION, EROSION AND SEDMENTCONT0.0L
UTILITY POLE ~ MEASURES TO BE UTILIZED AS NECESSARYTOPR&EMTHE
TRANSPORT OF SEDIMENT TO OFFSITEAREAS, PoNOS,
RETAINING WALL DRAINAGE INLETS, ETC. THE METHODS AND MATQ2WLS
EMROYED IN THE INSTALLATIONANDMAIMENANCEOF
EROSION WNTROL MEASURES SHALL CONFORM TO THE NEW
YORK GUIDELINES FOR EROSION AND SEDMEM OONTROL'.
11. ALL PAVEMENT TO BE REMOVED SHALL BE SAWCW.
EROSION CONTROL NOTES: DRAINAGE CALCULATIONS:
1. DURING THECOURSE OF CONSTRUCTION, THE USECf E0.WgN AND THEPROPOSED ON-SITEDRAINAGE SYSTEM TO PROVIDE STORAGE FORA TRAINFPLL. STORAGETO BE
SEDIMENT CONTROL MEASURES WILL BE NECESSARYIN OROERTO PREVENT PROVIDED IN IO'OIAMETER ORYWEILS PROVIDING 60A2 CF PER VERTICAL FOOTOF STORAGE AND IB'0
SEDIMENT FROM WASHING ONTO ADJACENT OFF-SREARE45, WATERWAYS, PERFORATED PIPEWRH STONE PROVIDING 7.iCF/FT(FRENCH ORAIN'A')AND20.9 C5FT (FRENCH ORAW'RI.
DRAINAGEINLETS, RECHARGEBASINS, ETC. THEFIELO WNDRpNS ONTNE THEDESIGN IS BASED ON THE FC4lOVJINGRUNOFF COEFFICIEMS: ROOF I.O,ASPHLLT PAVEMENTI0, GRAVEL
SITE WILL DICTATE WHICH E0.0SION WNTROL MEASURES) MAYBE PAVEMENT 05 AND LANDSGAPING0.f0.
NECESSARY DURING CONSTRUCTION. THE SPECIFIC EROSMNl CONTRA
MEASURES UTIL2E0 SHALL CONFORM TO'THE NEW YORK GUID~LINESFW DRAINAGE AREA'A'
EROSION AND SEDIMENT CONTROL, LATEST EDRION'. STOMGE REQUIRED.
GRAVEL PAVEMENTAREA: 74,723 SF X OSO X 7/12 =1?27 CF
THECONTRACTOR SHALL FOLLOW THE GENEML GUIDELINES ASOESCRIBED ROOF ARE4: 9,OOOSFX 7.00 X2'f12=1,500 Cf
BELONI OR AS DIRECTED BV THE LOCAL MUNIGPPiRV'. LANDSCAPE AREA: 2,0875FX010%2'l12= 35 CF
2,782
CF
-SEDIMENT SHALL BE CONTAINED ON-SITE AND SNAIL NOTEE PERMTREO 2]82 CF 768.42 CFNF=LOA VERTICAL FEET REQUIRED
TO ENTER ADJACENT PROPERTIES, PUBLIC ROADS IXiDMINAGE SYSTEMS.
SILT FENCE, HAY BALES, ETG SHALL BE INSTALLEDAIONGTHELMffS OF STORAGE PROVIDED:
DISTURBANCE PRIOR TO THE START OF CONSTRUCTKkI AND SHALL BE USER-10'OORVWELLS%YDEEP=IB VFTOTALx80.d1 CFNF =1,095 CF
MAINTAINED UNTIL CONSTRUCTION6COMRETE. 250 tF FRENCH DRAIN'A'=250 LFX 7.I CFAF =17~5CFCF
2,870 CF
- E%ISTING VEGETATION TO REMAIN AND SHALL REM41N UNDISNTA3E0 AND
SHALL BE PROTECTED BVTHE INSTALLATION OF CONSTRUCTION FENCE OR pRAINAGE AREA B'
OTHER APPROVED MEANS. STORAGE REQUIRED:
-CLEARING AND GRADING SHALL BE SCHEDULED SOAR TOMINMQETHE PAVEMENT AREA: 3,815 SFX 100 %2'N2= 803 CF
GRAV0. PAVEMENT AREA: 9,819 SFX050%TN2= 821 CF
EXTENT OF EXPOSED AREAS AND THELENGTH OF TMETH4TAREASARE ROOF AREA: 2,500 SFX 100 %2'f12= 117 CF
EXPOSED. GRADED, 5TRIPPEDAND STWKPILEARFAS SHALL BESTABILB!ED LANDSCAPE AREA. 2,1585E%O.tOXYH2= 38 CF
WITH THE USE OF TEMPORARILY SEEDING AS REWIRED. WNSULTTHE i
077
CFCF
LOCAL SOIL AND WATER CONSERVATION DISTRICT FOR SEED MIXTURES, 1,871 CFI88./2 CFNF=27AVERTICAL FEET REOUIREO
FERTILIZER AND MULCH RECOMMENDATIONS. CLEARINGAND GRADING
SHOULD ONLY TAKE PLACE AFTER INSTALLATION OF EROSIONAND STORAGE PROVIDED:
SEDIMENT CONTROL MEASURES. USE4-f0'BORYWELlSX 2'DEEP=B VFTOTPLx88.12 CFNF 547 CF
-RUNOFF SHALL dE DIVERTED AWAY FROM CLEARED SLOPES. 41 LF FRENCH DRAIN'B'=47 LFX209 CFAF =13y58 CF
1,905 CF
-DRAINAGE INLETS INSTALLED AS PART OF THE PROJECTSHeLL BE
PROTECTED FROM SEDIMENT BVTHE INSTALLATION OFSEDMEM BARRIERS,
SEDIMENT TRAPS, ETC., AS REQUIRED.
-THE CONTRACTOR SHALL PROVIDE THE MEANS TO WNTROL DUST
THROUGHOUT CONSTRUCTION. ALL DISTURBEp AREAS SHALL BE IRRIGATED
AS NECESSARY TO PREVENT SEDIMENT FROM BECOMINGAIR130RNE. ALL
DISTURBED AREAS TO BE VEGETATED IMMEDVTELVAFTER WIX2K IS
COMPLETED.
-A STABIL12Ep CONSTRUCTION ENTRANCE SHALL BEMAWTAINED TO ^
PREVENT SOIL ANO LOOSE DEBRIS FORM BEING TPACKEDOMOLOCAL 4
ROADS. THE CONSTRUCTION ENTRANCE SHgIL BE MAINAINED UML THE
SITE IS PERMANENTLY STABILIZED. ANY SEDIMENTTRACKEDONTO PUBLIC
ROADS TO BE REMOVED OR CLEANED ON A DALYBASIS.
EROSION CONTROL MEASURES SHALL BE INSPECTEOBVTHECONTPACTOR REVISIONS
PERIODICALLY AND IMMEDIATELY AFTER HEAW OR PROLONGED RAIN
EVEMS. MAINTENANCE MEg5URE5 TO BE PERFORMEDAS NECESSARY " " CC
INCLUDING, BUTARENOTLIMITED TO, CLEANINGOFSEOMEM BASINSAND Ar'7N'~?\:;;_t p;3 3`1{a YB.R.MB ~O` N~lw.
TRAPS, CLEANING OR REPAIR OF SEDIMENT BARRIERS, CLEANINGAND r ; , t r •YY
REPAIR OF BERMS AND DNERSIONS, ANDCLEANING AND REPAIR OF INLET - (Yrr+lrfl•x `i~.t. AAt J.CO
PROrECnoN. ,`Q' ,z,N N~j O
a'r.N A41T N 'L{, ~'Oc'.~'Zl'Z" rr.^. O O
-EROSION AND SE'.DIMENT CONTROL MEASURES SHKLBE WNSrRUCTEU VJ 1 2
PRIOR TO BEGINNINGANY OTHER LAND DISTURBANCES. UA 4~8 a 1~ rt
-SEDIMENT BARRIERS AND OTHER EROSION CONiAOLMEASURES5HALL r
REMAIN IN PLACE UNTIL URANO DISTURBEDARFAS ARE PERKMNENRV ~
STABILIZED, AFTER PERMgNENT STABILIZATION, PAVEDARFAS SHALL BE
CLEANED ANO DRAINAGE SYSTEMS CLEANED ANO FLUSHED AS NECESSARY. ~~~i,,~
a
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S C T M.: 1000.36-01-01
1001-W-01-01
,:a~,„„~„p,m,,a ^ BREWER STERLING HARBOR
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eclut9 N< a'rtom of a Mnxul Pmkssrorel Eµpaer, 0.cIMTtt
ha awKrormdmranmi,~~~~r.er a~n ~tmewo~en~:exm i~3~q~ GREENPORT, NY 11944 OF
en EnPe°er mmrmtonenn arvemns enereq ne enem4Enan.er, Drawn by: dJe
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`"""'~~itlo'~G°'" DRAINAGE NOTES
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n eno~m s .le uss~n rnsn rrM~~we,f sealo-l'40' COhdOn EngIhPJP.nng~ P.C. 1410 MANHASSET AVE.
i A e. nn a e , m.~ea m,re i~w mnw,o, GREENPGRT, NY 11944
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~ o<o.q iw,ne~ m< e.rcm «re ke«see aAr SsNinl FylNm. mrnsl.m pREENPORT, NY 11944
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NOTE: ~ e
ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR ~ ~ € S
TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO - -
WITHSTAND AASHiO H-p LOADING AT THE COVER CONDITIONS SHOWN ON THE
PLANS. THE SANITARY STRUCTURES LOCATED IN THE PATH OF THE BOAT LIFT TO BE
WATERTIGHT FRAME &COVER W/ DESIGNED TO ACCOMMODATEA25X35 UFT WITHA TOTAL WEIGHT OF 60 TONS.
EIONE EXTREME SERIES IH097 EJECTOR UNR MORTAR FROST PROOFING APPROVED LOCKING DEVICE
(f0 BE MSTALLED IN ACCORDANCE WffH THE TRAFFIC BEARING SLAB ~
MANUFACTURES SPECIFICATIONS) ~ 8, PRECAST CONCRETE COVER
4'-6' MIN. GRADE EL 80 TRAFFIC BEARING SLAB BACKFILL WITH CLEAN
F.F. EL 7.6 6'(d CROSSOVER PIPE 8' SAND AND GRAVEL
24' GRADE 72 MIN. A80VE BOTTOM
p' 4'PVC WASTE I~N'E
If`N EL. 5 7x PITCH }a INCH PERiF00T
- , 6' _ FL LINE
- p' p• 3' MIN.
I w ~ IM/ EL 53 8' ~ ~i COLLAR
PROVIDE 100F. INV EL. 58 ~ o iNV EL'~,5.1 N 4'
CONCRETE ANCHOR 4' a ° 8' DIAMETER z~
FOR BALLAST 53' (5' MIN.) Q ~ HIGHEST EXPECTED GROUNDWATER
E~AI (EL.15)
8' (8' MIN.) N 6' MIN. PENETRATION INTO
4'
8' DIAMETER SANG AND GRAVEL STRATA
PROPOSED LEACHING
2' SANITAPY PVC DP.-18 WASTE PIPE
' PROPOSED PRECAST SEPTIC TANK DETAIL POOL DETAIL
ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEArHIPJG SOILS AS
SANITARY SEPTIC SYSTEM PROFILE E o°;TEREO~~A°'~oNfs 0 ECOM~ED OSUI~TABLEM4TERIALAND
NOT TO SCALE BACKFILIED AS DETAILED. CUTTING RINGS MAY 8E REQUIRED.
SANITARY SYSTEM NOTES:
1. ALL BACKFIIL SHALL BE SELECT GRANULAR MATERIAL COMPACTED T095%MAXIMUM DENSTTYATTHE
OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PRCLTORTEST.
1. LOCATION OF EXISTING UTILITIES AND SANITARY qNO DRAINAGE FACILRIES SH4LL BE VERIFIED BY
CONTRACTOR PRIOR TO INSTALLATIONOF NEW WORK.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMRS ANO INSPECTIONS ASSOCATED WRH
THIS CONSTRUCTNNI.
I. AREA OF SITEAREA OF SRP.
S.C.T.M.'. 100036-01-01 8.33 ACRES (8 Z4 ACRES SCTA%MAP)
SL.T M.'10oi-03-01-01 7.58 ACRES f1.8 ACRES SCTA%MAPI
CONTINUOUS N0.5 REBAR 72'OC 7 TDTAL 9.92 gCRES (1001 ACRES SCTPJ(MAP)
UNDERWATER AREA 4.II ACRES
UPLAND ARE4 5.75 ACRES
~ 5. TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY PECONIC SURVEYING DATED 1I11R011.
WAL~CORNER REINFORCEMENT DETAIL fi. NEW SANITARY PIPE TO BE 4'PVC SDR 35 UNLESS OTHERWISE SPECIFIED ONTHE PLANS.
S
7. ALL MATERIALS ANO METHODS OF CONSTRUCTION SHALL CONFORM TOTHE STANDARDS AND
FINAL GRADE SPECIFICATIONS OF THE TOWN OF SOUTHAMPTON AND THE SUfFOIK CWNTY OEPARTMEM OF HEALTH
IS%MA%.) ~ SERVICES AS REQUIRED.
8. THE CONTRACTOR 9HALL FIELD VERIFY THE LOCATION AND DEPTH OF ALLURRIES FRN)R TOTHE
NOTES: COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHONN ON
THE CONTRACTOR IS TOVERIFl' THESE PLAN515 CONCEPTUAL AND MUST BE CONFORMED ACCORDINCLV INTHE FIELD.
ALL MEASUREMENTS IN THE FIELD
! AND ANV DISCREPANCIESgRETO 9. AMINIMUM SEPARATION OFTEN (10)FEET HORIZONTAL ANO EIGHTEEN (18)INCHESVERTICAL IS TOBE
WATER PROOF CQATING BE BROUGHT TO THE ATTENTION OF MAINTAINED BETWEEN WATER LINES, STORM OPAINAGE ANDIOR SANITARYLINES OR STRUCTURES. A
NOTE 1 CONSTRUCTKKIPRNJRTO MINIMUM SEPARATION OF FIVE (5J FEET HORIZONTAL IS TO BE IMINTAINED BERNEEN SANRARVLINES ANO
PROPANE TANKS AND LINES.
CONCRETE RETAINING WALLS
NO.4 REBAR @18'OC. 'ALL CONCRETE 0,000 PSI AFTER IB 10. THE CONTRACTOR SHALL BE RESPoNSI&.E FOR SECURING ALL NECESSARYPERMRSBEFORE
z DAYS MIN9.ILM. COMMENCING WORN.
~ 'ALL REBAR ASTM A-815 GRADEfiO.
1Y m it. ALL UNSUITABLE MATERIEL AND DEBRIS SHALL BE DISPOSED OF IN 0.GYYJRDANCEWTTH TONM,000Ntt,
'FOOTINGS ARE TO BE INSTALLED STATE AND FEDERAL LAWS,CODES AND ORDINANCES. CONTRACTOR 9HALL BE RESPoNSBLE FOR
ON UNDISTURBED VIRGIN SqI. DISPOSING OF ALL UNSUITABLE MATERIALS OFF9ITE. DEBRIS SHALL NOTBE BURIED ONSRE.
THE BOTTOMS OF ALL FOOTINGS
ARE TO BE INSTALLEDA MINMLM
OF 3'BFIOW GRADE UNLESS 71. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FORTEMPERATUREAND
" - INDIGITED OTHERWISE. SHRINKAGE,TRANSPORT, qNO TO ALLOW THE STRUCTURE TO WITHSTANDA45M0 &20 LOADINGAT THE
1~'~ COVER CONDITIONS SHOWN ON THE PLANS. THE SANRARV STRUCTURES lOG1TED INTHE PATH OFTEE
'SOIL SIDE OF WALLS AND BOAT LIFT TO BE DESIGNED TO ACCOMMODATE A 15X35 LIFT WRHA TOTAL WEIGHTOF 60 TONS.
13) NOS R FOOTINGS ARE TO BE COATED Wl TH
RETAINING WALL SECTION connNC°usFOUeognoN
13. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WRH 0000 PSII280AV STRENGTH CONCRETE.
NOT TO SCALE 'WALLS TO BE POURED IN ONE
CONTINUOUS POUR WRH NO id. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TORE UTiD:EORS NECESSARY
CONTROL JOIMS. TO PREVENT THE TRANSPORT OF SEDIMENT TOOFF.SITE AREAS, PONDS, DRAINAGE INLETS, ETC. THE
METHODS ANO MATERIALS EMPLOYED INTHE INSTALLATION AND MAIMENANCEOF EROSION CONTROL
MEASURES SHALL CONFORM TO SHE NEW YORK GUIDELINES FOR EROSIONANO SEDIMEM COMRCL'.
15. THERE ARE NO WEIIS WITHIN 150'OF THE PROPoSEO SEWAGE DISPOSAL SYSTEM.
SANITARY FLOW CALCULATIONS:
MATERIALS 8 JOINTS EQUNPLEM TO
WATER MAIN STANDARDS Of CONSTRICTION ALLOWABLE SEWAGE FLOW TOTAL SRE'.
AND PRESSURE TESTED TO ASSURE WATER (GWMZ N SERVICED BY PI.BLIC WATER)
TIGHTNESS PRIOR TO BACKFILLING 5.75 ACRES X (800 GPOp 3,150 CfD
_ 10'-0' 10'-0'
EXISTING 9ANITARYFL0.N:
MARINO =10 GPO/SLIPX 1855LIPS =1,850GPo
- OFFICE =006 GPDlGFA 1,000 SF = BO GPD
STORAGE =0.01 GPO/GFA 17,1395E = 150GPo
RESTAURANT =1095EATS %10 GFOISEAT =1,090 GPO
18' MIN. = 3,450 GFD
KITCHEN FLGW.
WATER MAIN CR RESTAURANT =108 SEATS %10 GPD/SEAT =1,180 GPD
~~WATER SERVICE SEWER MAIN OR
BUILDING CONNECTION TOTAL SEWAGE FLAN'. =5fi30 GPD
18' MIN. PROPOSED SgNRARV FLOW:
MARINA =10 GPO/SLIP%185 SLIPS =1,850 GPD
OFFICE = 0 O6 GPO/GFA 1,700 SF = 101 GPD
- STORAGE =001 GPDIGFA 71,3003E = 091 C-PU
RE9TAURAM =109 SEATS %fO GPOISEAT =1090 GPD
= 3,530 GPD
f0'-0' 10'-0' KITCHEN FLOW
NOTE: RESTAURANT =109 SEATS X ]0 GP05FAT =1,180 GPD
HORIZONTAL SEPARATION BENJEEN SEWER
AND WATER LINES MUST BE IO MINIMUM TOTAL SEWAGE FLOW'. =5,716 GPD
WATER/SEWER CROSSING DETAIL PRQPoSED SANITARY SYSTEM IMARIW1 fAGiRV7N1
PROPoSED FLOW RATE 594 GPD DESIGN 1 DAV STORAGE=1,188 GALLONS
USE 1- 8'0 %4' LIQUID DEPTH =1,100 GALLONS.
LEACHING POOLS:
LEACHING ~ 15 GPD/90. FT.= 591 GPD / 7.5 GPDSQ. FT. =3965F
8'0%3.11X1'=15.1390FT,ft-
398 SOFT 115.13 SF/FT.=158 V.F.
USE 8 - 8' 0 X 1' DEEP LEACHING POOLS =180 V.F.> 158 V F.
DESIGN FOR 50 %EXPANSION',
398 S.F. X 50 =198 S F. I25.135Q. FihT. = 7.9V F.
USE 4 - B' 0 X 2' DEEP LEACHING POOL = BO V.F.> 7 9 V F.
EXISTING RESTAURANT AND BATHHOUSES FOR SWIMMING POOL AND BQ4T SLIPS IS SERJK:EO
BY AN EXISTING SEWAGE DISOSAL SYSTEM. RESTAURANT HAS ACURREMFOOD UNR PERMR
1r, M8799.
' ~,L.
REVISIONS
.~.,,w~ ~~OFNEt-y'
rLrrndyl~r~~~ A6 Pfi'A "1Elu[ ~Q- ~N.1.coNO yp9
A IJq C/lNl.1l l~1p:96 OE ~Q.
7~
rcr:ti+AT tao, 1-y 3£s 027 ~ ~G;
~~'rH ~ .
1
~J .
.fit 8701
O pp!`F.SSI~~'~~~
S.GT M.: 7000.36-01-01
1007-03-0101
F ne~~io. v .,.,,r. a ~-_,m.m. BREWER STERLING HARBOR
v, iI. [rm.,o wli sPSom nem ~~ms. Scaie'. 1'=do' COIld011 EI1g111@@Ilfl91 P.C. 1410 MANHASSET AVE. C.1 O
11 ib A~~,ma4 I~ JFmRSV IEq MArvlnl,w
, ro,~, ei
)I Y r,..e~=, GREENPORT,NY11944
~ amewl I a: s.u~.am a aEr rra. Drexn M". JJC 1'~63m1~e Rad OF
nRnin~i ~x~er„s~ryr.=ynau em:m nn ~nmm:me~:.K~a me AL18hOk NOW York 11°52
=o,.o~='anz~m•y louo.aa nr e~sn~~oy=amr. r~aTMmi~=,~e (8.97)2°8.1885 837 288.2~1fex
ankxu=~. waz ~x.o~r aeroPlw~~nmeeonewn Oata:3/dt/lotz ( ) SANITARY NOTES
•ww.coRdawpk~Ilnp.mm AND DETAILS
PROPOSED euaowG
PROPOBED e'POURED GUNCRETE PROPOSED TOP CAP (Y%iT)
SLAB WRH Bx&W 14x10WWA ~ I 4.Tt
- - TOP OF BULKHEAD FL.fit
PROPOBED LAYLOG (ttlxU~
FROPOSEDaVDE ~
a
I ~ W PROPOSED TIMBER WALER (B'X6)
3
$r HELIG4L PILE BUN.OING W ~
?y® FOUNDATION TO BE OEfERMINED ~I~ AHN
1 0
°o z
g
a
ALW w
PROPOSED 1'0 TIE ROD o
Ii8's LONG) ( y ~ ~
¢n N
¢ co
_
\ E%IS7ING UNDERWATER GRADE
FIBERGlA85 SHEATHING
18' DEEP MIN.
BULKHEAD DETAIL "A" SECTION
N.T.S.
6' O.C.
PROPOSED UMBER TOP CAP (2'7(12
O PROPOSED TIMBER WATER (67(8') O
I i I
3
~ i m
b Z+
i i S
- I _
c~
w m
2_
W
O 0 ~
p O O
HW d d
i i
1 ~
m
O PROPOSED TIMBER WATER (67(8') O
AW
m
~ ih
W N
K i
Q ~
I ~ >
~ E)DSITN ' UN RWATER RA
j
I$ BULKHEAD DETAIL "A" PROFILE
N T.S.
INYBKE9
ftOW , a ftOW
w r c t• R C
BouNDSTRawBALES ~?F'ROVCD A9 F81t Ttu~Y
sx2wood - ?ND CONDITIONS
STAKES ITVPJ- ~~';r~'iUZ~~~t 7J
P I:IF A11T BiQ I
(SEE BEDDING ~y~~4y~%nM
DETAL) ~ FLON a VATS .
STRAW BALE INLET PROTECTION DETAIL TNIO REBARB, STEEL PIG(EfS,
NOTES OR 2'xT STAKES DRNEN
1. BALES SHAH BE PLACED AT THE TOE OFASLOPE OFLON THEOCIfTOUR 21NTO GROUND. FlRST FACE
AND iNA ROW WITH ENDS TIGHTEN ABUTTING THEAOJACENf BALES. STAKE DRIVEN ATANGLE BEDDING DETAIL
TOWARDS PREVIOUSLYLAID
2. EACH BALE SHALL BE EMBEDDED IN THE SOILAMINkALM OF 4INCHES STRAW BALE. DRNE STAKES
AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE
3.8ALE5 SHALL BE SECURELY ANCHORED IN RACEBY ERHER 7N'OSTAKEE 0 •Y 1_
OR RE-BARB DRIVEN THROUGH THE BALE. THE FRST SfANE IN EACH ANGLE FIRST STANETONARD ~ (~.`V J.CO /O
BALE SHALL BE ORNEN TgYARO THE PREVIOUSLYLNDBPLEATANANCiE pREVIOUSLV LAIDBALE /~i ND
WITH THE ~EBALES TOGETHER STAKES SHALL BE DRNEN RUSH 'may ~ 'Q Oy
Flmv
4. INSPECTION SHALL BE FREQUENT ANO REPAIR RERACQAEM BHPLL BE ~ 7
'
MADE PROMPTLY P9 NEEDED. _ - ` U J ~ ~y 4 `Ol`
5. BALES SHALL BE REMOVED WHEN THEY HAVE BERVEDTHEIR USEFlILNESS '
SO AS NOT TO BLOCK OR IMPEDE STORM RpNOR DRAINAGE. ~~~~1 79~2
• t.
ANCHORING DETAIL OFESStONPy
STRAW BALE DIKE DETAIL GGiM ,D00.36-0,-fi,
,DD,.o3-0,-0,
e. BREWER STERLING HARBOR
vrrxseie Fnwmmo gyn., wmM US,selm l'dN,Menypemmurkes Seale: M9 -11
°'°~,~`°°"`~"'~o6ign"r"°`°~~","~~•"°~~'""`• C011(IOII EOg10@@flllgr P.Ci. 1410MANHASSETAVE.
.nme annn, m o~ral~ ore vicemea vAeeronei r~rw.cmAUxa.
Lma savzyocmeirorwnnm~n mr xer ironiRmocemp me e.em 1T5631pbee poetl GREENPORT, NY 11944 OF
en EPree~, Mnlleel o~LeM Swkvoen eXnea, Ha sVen~6gneer, DraMn bE". JJC
MH6wl. wiana saNnw sner erto- m ne iremr.Mixeenme M Wmk1d4 N!w Yak 77961
ememe weerea by rwa.ea ov nem.~amnve.rdrvaem m.urn (831)29&1968 (831)2963661 hlt 14
,nke...~: e~ae.renwa.~wa~ern.awreron Om.:an+np1 CONSTRUCTION DETAILS
w.x.~6.am
EXISTING PARKING El.80: PROPOSED GRASS SLOPE PROPOSED FRENCH GRAIN
PROPOSED TOP CAP 12'%i1')
TOP OF BULKHEAD EL.610R d.f SEERAN
~t~~EPw
PROPOSED IAYLOG (18t~~ b
PROPoSED TIMBER WALER (8'XB')
3
H
O ANN ~
~ Z
d
PROF0.5ED TO TIE ROD ALW
0
(t6: LONCI ~ u,
W M N
K d
N
\ \ EXISTING UNDERWATER GRADE
VINYL SHEATHING i8'
DEEP MIN.
BULKHEAD DETAIL "B" SECTION
N T.S.
6' O.C.
PROPOSED TIMBER TOP GAP (TXt2)
O PROPOSED TIMRER WALER (6'X8') O
~ I ~
I i
u 6 b I u 1
c9 _ - V'
~ II
~ I
H
m
- I ~ ~ ~ -
i~ m w I N
~ r ~
o°w u o I m
O ~
O
O 6 ~
HW
O PROPOSED TIMBER WALER (6'X8') O
i A W I
I
1 M
N
I
I
EXISITN UN RWAT ER RAE
I
I
BULKHEAD DETAIL "B" PROFILE
N.T.S.
50' MIN.
E%ISTING 6„ PAVEMEM ,1} }•yvy~p A$ }'ER 1~E)Rw?~A
GROUND
s~ nNt1 (.'ONDITION6
u~f~~~~~~r ~eNt~uT NQ -N~i 'oZ"IIS~Z~
FILTER MOUNTABLEBERM l>AT~ ^ ~ ~
P'STONE OP PROFILE CLOTH (OPTIONAL) -
RECYCLEDCONCREfE
50 MIN.
NS
'O1~ ~OF NFyy
b , , = ~ ~P,~o~N c0,4a ~jp~~
EXISTING
GROUND
i n
i Pi rren Were n Em aPC it awu,orne~. t
~
J(/((
~ 1 1 Ea„ 1 L Aa k 416, 0 1p b y W*+e^,,,,MSfi ~
A-
10 MIN OR MATCH w r n m a e r i ve rnara iN,yr,es.a
avrta,n e
~ 8}8f`Z ~~j/ '
ADJACENT ROAD WIDTH ~ r es Yn i Nm vi- v ye k ee..p me zsor
mw~nr,mnixi rLa,w s~rranr eeuaea, ne eaz,.mceNnex 4
PLAN +m.mk~r,rianavun,vorsnewom~iana,kmwnwrseaa.rne ~'QfESSfON~'
~mee~, ~ui.,.a nv' ma•+e ey neme.,,gnsi,.,~anemk o:<~,
nllerelin~, Woos ;Perelc aewnpuo,rolfrtdkralion
Note. 10'MIN. s.c T.M.: tooa3e-0t-ot
MAINTENANCE TO INCLUDE PERIODICTW 100703-0i-Of
DRESSING WITH ADDRIONAL STONEAS
REQUIRED. BREWER STERLING HARBOR
Scale: MS Condon Engineering, P.C. 7410 MANHASSET AVE. C~12
STABILIZED CONSTRUCTION ENTRANCE D~~A~ GREENPORT, NY 11944 of
MMtl41dc, New Yolk 11862
Date:anumtz (831)288-188e(831)28&2~tfez 14
wwx.~.can CONSTRUCTION DETAILS
I
.
POSTS - STEEL, T OR U SHRPETYPE
OR 2' MARW100D
PRECAST STRUCTURE NOTES: FE"GE-WGVENWIRE,45 GUGE
8' MA%. MESH OPENING
1. ALL PREGST STRUCTURES SNALL BE CONSTRUCTED WITH 6UFFICIEM STEB REINFORCBAENi TO FILTER CLOTH-MIRAFHdON
WRHSTAND MSHTO H-20 TRAFFIC LGDING ALONG WITH TEMPERATURE AND SNRINNAGE, TRANSPoRTTO OR APPROVED EWAL
THE SITE AND SITE CONDITIONS AS SHgNN ON THE PLANS. ALL PRECAST STRUCTURES LOCATED IN THE
PATH OF THE BOAT LIFT SHOULD BE DESIGNED TO WffHSTANOTHEBOATLIFTLGDING.
2. THE DRAINAGE STRUCTURES LOCATED IN THE PATH OF THE BOAT LIFT TOBE DESIGNED TO
ACCOMMODATE A 25X35 LIFT WITH A TOTAL WEIGHT OF80 TONS. 38' MIN.. FENCE POST
o i i
~ 3 S
3. ALL PREGST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI(YJNCREFEAND SHALL BE
DESIGNED, CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO &20 TRAFFlC LGDING. 1~0
UNDISTURBED GRWNO F~.,y LL
d. CONTMCTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREGST STRUCTURES DEFALINGTHE STEEL NOTES'.
REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PREGST MANUFACTURERTHAT6TRUCTURE6 ARE a-WOVEN WIRE FENCE (MIN.. 741!2 GUGEMAX-6'MESH COMPACTED BACKFILL
DESIGNED TO SUPPORT &20 TRAFFIC LGDING. SPACING) WITH FILTER CLOTHOJER FENCE. 'XB' TRENCH
Z. FILTER CLOTH TO BE FASTENED SECURaYTO WOVEN WIRE EMBED FILTER 3
5. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PREGST STRUCTURES DELNERED TOTHE FENCE WITH TIES SPACED EVERY 26'AT TOP AND MID SECTION. CLOTH B'MIN.. °
SITE MEET ALL R WUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNN DEPARTMEM OF HEALTH INTO GROUND
SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPoRTATKNI. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
THEY SHALL BE OVERLAPPED BY SI% INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMEDAS NEEDED AND
MATERIAL REMOVED WHEN'BULGES' DEVELOP IN THE SRT
FENCE.
1-0/1'WEARING COURSE NYS NPEB SECTIGN
-0Q'BINOER COURSE NVS TVFE381NDER COURSE WOVEN WIRE FENCE (MIN.. i41Q
GUGE MAX.. 8' MESH SPACING)
6' COMPACTED BASE COURSE POSTS (TYP.) 38' MIN.. FENCE PO5T5.
(3/4'STONE BLEND OR CRUSHED CONCREFE) 1O~MAX CENER TO CENTER DRNEN IB'MIN..IMOTHE
GROUND
8' COMPACTED SUBGRAOE
(COMPACTED TO MIN. 95%BTANDARD j ~
PROCTOR DENSRY) u z
LLO ~
TYPICAL PARKING LOT PAVEMENT SECTION s°
8'PENETRATIONINTO
GROUND
(SEE SECTON) ELEVATION
SILT FENCE DETAIL
PREG18T A8 ANNUFACTURED
BY 6UFFOLK CEN@1T OFAN CI FRMIE AORATE Fl.OCNHART CODE 18' x 18'x8'
APPROVED EOUAL 7l6N196810R EOIW. CA6TW(iB FOR OTf1ER CONCREFE PAD
TYPE6 PSAPPR(NEDBY BUPf.OF HIOHWAY6. MLOYV9T
~OF Wl pd g6gAR CAMBELL FRAMEACOVER OR AN APPROVED EQUAL
B ~ 8'~ EACH SIDE PLUG OR STOPPER
~ EMNiE PPE ~
_ ~ . ~
A ~ A
w
~ PVC SCR-35 RISER AS REOD GRAN
- - - 7-0' - - < APPROVED EQUAL
OPENING
PIPE MVERT
65'BENO
F PLUG WVE UNTIL ROOF DRAINAGE COLLECT~NLINE
CLEANOUT IS (SEE PLAN FOR SIZE)
b INSTALLED
PUW VIEW I x .
NOTE6: \
1. ALL CONCRETE TO C#1,600 P.8.1. AT 76 GY8. ~ 1' OP@2N0 FAZED WITH gNVEL
2. Af-0`%7-0'(8181DE DM.J GTCH fiA61N WO110Uf ATOP 8IAB ANY BE 8UB8TIRlIED
SUBJEOT TO THE APPROVAL OFllfli 6UPENNIEKDENfOF XIOMNAY6. SECTION A-A UNDISRAiBED 81ROAADE PLUG \
\
3. PROVIDE PIPE OPHIMOfi A6 REWFED. d5'WYE FRTING
CATCH BASIN DETAIL CLEANOUT DETA?L
1 - 2' WASHED
18'0 ADS N-12 CRUSHED STONE OR AN
EXISTING GRADE PERFORATED PIPE APPROVED EQUAL v ` " "
AL~PIIA}V8D A3 PF.R 1'6 ~
AND CONDIT10N8 Oj
EL. 6.O3J rBR MlT NO, I"~~~J ZIP 7,~
TOP OF STONE PAATj 3 ~
WRAP STONE IN
FILTER FABRIC
EL 35
~i ~i / ~ Yi i ~i / / ri / 7)?i. i ?ivi ~i . ~i ~i
~i i ~ i ~ / ~ ~ ~
/ F ~ l' T' ~ / F / r F ~i /i /i /i / y~i!%r
/~i//i O ~ /ice /l/Q~`/. / r/ //i~/i//r ~iri~~i/?ij?i/ i ~j~yi/~i~?ij / / ?i,~ ij
i, i,. , ~TYa i, i. r. iri, ,~~~i r a n~>, /,J/.Jr~;i, ~ i i„y~> >~i ~i ,%i,. n-iT ~ vii ~ i r;
i~Y~ Vii.
,Q 8_ i.t' .8'
25.3' EVISIONS
FRENCH DRAIN DETAIL "B" 'fin, ~pF NFyv~
.EXISTING GRADE N.T.S. ~ ,O~~J.CU^,OO
EL. 6.0x 78'0ADS N-12
abn,.Tareoa~o o. a„mn e~Pu.nroa.nc nn..~ws.,urk
TOP OF STONE PERFORATED PIPE xnsmi<eaiwionte. noel, ue,srlnnxxw aa'rcersm unless K` a /
1 9 UP O tlxml I N dR.bss Ibgeer, q[l.bcl,v ~ 1
i e wro i vnw,n emNw_ eur 1=i1~Z LN
WRAP STONE IN ea ,mnin-I i / w 'aia,m,e Hkmncna~ec P
FILTER FABRIC ,,,moa~•aP,.nnwmu~.-e ov n~ I n en.ne.ne~.unma m. ~
~,snn.~,~~a~ea,k~~.~n ~FESSICe
EL. 3.5 zilaeinns, m,en spz„fua~nmoornn eix~wu -
~~!'!!'!r ~ '//!/i 1%-2'WASHED sc rM- to6aJCO1-o1
~1~;///v/~~~~,. .:.,y~\~ CRUSHED STONEOR PN '~'~-0'A'
0.6' 1.1' 0.8' APPROVED EQUAL BREWER STERLING HARBOR
scale. N75 Condon Engineering, h.ti. 1410 MANHASSET AVE. rj.13
6.1' GREENPORT, NY 11944
Drawn by. JJC 17666~b0lRW4 OF
FRENCH DRAIN DETAIL "A" "'''~'a`'"°"Y°~"~`
Datawv2ot2 (631)PY6-1886 (0.91)2Y8-~ifN! 14
Nrs www.c«N6rorlpkbelMp.o6m CONSTRUCTION DETAILS
10'-0°
SEE PRECAST STRUCTURE NOTES FOR
REINFORCING REW IREMEMS.
INSTALL OUMMV RINGS ANDgR OOMEAS LEACHING BASIN NOTES:
NECESSARY TO BRING PROPOSED
STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRPMEAND 1. ALL DRAINAGE STRUCTURE53WV.LBE PLACED
SLOWED COVER CAMBELL FWNDRY CO. IN ACCEPTABLE LEACHING SOILSASAPPRWED
• MIN.28RICK PATTERN NO. 13830R SCl10 MANHOLE BY THE ENGINEER. IN THE EVENT FOORLFACHING
COURSES COVER PATTERN No, f012A-TYPECOR AN MATERIAL IB ENCOUNTERED, EXGVATgNISTO
APPROVED EWPL. BE CONTINUED TO SUITABLE MATERIAL ANO
CONCRETE COLLAR &1CKFILLEO AS DETAIED.
AS NECESSARY FINISHED GRAD
2. NO TRENCH, PIT OR OTHER IXCAVATIONSHALI
1, MIN. BE IEfT OPEN OR UNATTENDED. IXGVATIONS
- Z4" m TO BE PROTECTED AS DIRECTED BYIHE
U 2~MAX. ENGINEER WITH FENCES, BARRICADESAND
LL ~ OTHER APPROVED METHODS.
SEE PRECAST STRUCTURE b ~ Z_
NOTES FOR REINFORGNG- PLAN VIEW ~ 3. ALLON FOUR I4)INCHES FOR flNALADJUSTING
REOUIREMEMS ~ ~ ~~'CB.OUI ~ w OF CASTING. ADEOVATE BEARING WLL BE
2,30R4FOOT SECTIONS ~M~~'T'~'~, Z PROVIDED USING CONCRETE BLOCI(,BRICK
p
AS NECESSARY ~ ANDIOR I:2 MORTARMU(.
WRAP WITHBOZ. (MIN.)NOMAXA/FN a~Q~R' ~ LL q, THE CONTRACTOR SHALL PROVIDEAOEWATE
GEOTEXTILE IFILTER FABRICI ANO AT ~ V SHEETING ANO SHORING DURING TRENCHINGTO
TOP OF COLLAR BY MIRAFl GRAN ~ ~ ¢ INSURE THE SAFETY OF WORKMENANO THE
APPROVED EQUAL. PRECAST DRAINAGE Z N ~ GENERAL PUBLIC EXPOSED TO THE HAZARDS OF
SHEET PILING AS REWIRED-~' ~I RINGS U Q w fALLINO AND SLIDING M4TERl41N
¢ z ¢ CONFORMANCE WffH THE REQUIREMEMSOF THE
EXCAVATE ANO BACKFILL3FEET ARWND mod? TITLE29 CODEOF FEDERAL REGULATIWLS,PART
LEACHING RINGS WITH SUITABLE PORWS 4"~MIN~ N o ~ 1928, SAFETY AND HEALTH REd,AATI0N5 PoR
¢ w p CONSTRUCTION (OSHA),
MATERIAL AS APPROVED BY THE ENGINEER. ~ p ~
12"MIN. ~ ~ 5. BACKFILL AND COMPACTION SHPLL BE IN B'
a w LIFTS. ALL BACKFILL MATERW. TO BE
LL COMPACTED BV JETTING OR OTHERAPPROJED
w' MEANS.
Z ;
~ ~
S`~ O
{x
EXCAVATE A MINIMUM OF 8' IMO
VIRGIN STMTA OF S1ND AND ~
cRAVaoeroeonoMOFDRYwaL ELEVATION VIEW
WHICHEVER IS DEEPER.
DRYWELL DETAIL
NOT TO SCALE
GROUND SURFACEOR
SOILS WITHIN I2'OF PAVQAEM PAVEMENT SUBGRADEIWHERE
SUBGRADE COMPACTED !095% ppPLICABLE)
OF MAXIMUM OFNSRY
.
\
Tj// ~itSOILS IN EXCESS OF e'BELOW PAV@AENi5L6
yij/ij!//~ C' i%GRADE COMPACTED !090%(:::'.;:{~ ,
~~lj~,(Y~
Yj~/! l
J~?/y'',,. ~ UNDISTURBED
- ~ ~:ZFINAL BACKFEL EARTH
- ::':TO BE RACED IN :{:':f':
- ~ :~:1Y LIFTS WRRUGATED A
VETHVLENE PIPE(BV
ADS OR APPROVED EWAL) ALUMINUM LEPDER
p, INf(ML BACKFILL, ISEE ARCHITECTUML BANS)
/ ABOVE TOP OF PIPE.
SPRINGLINE DOWNSPOUT ADAPTER (AW m
o OR APPROVED EWALI o
mn (3EE CHART FOR PART NUKBai) m
0o c
BACKFILL PLACED ALTERNATELY IN 92
0 0 0 0 0 0 0 0 / 8'LIFTS ON BOTH BIDES OF ~S
o°o°o° o°o°o°o°o° PIPE TO BPRINGLINE aEVATION
~ oo°o °o°o°ooooo00
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PRESHAPEO FOUNDATION OR FLAT FOUNDATION ~ BEDDING (CLASS I, II OR IIDWHERE PROPOSED GRADE
WNH BACKFILL TAMPED INTO PIPE HAUNCHES,AT ~ UNBURABLE MATERIAL IS
CONTRACTORS DISCRETIQ4. ENCOUNTERED DURING E%GAYATION p
0.0, +24'MAX. OF PIPE TRENCHER AB REQUIRED IN J/,
NOTES ASTM D2321, LATEST EDRK3N. 150 BEND (TMX.)
1. CLASSLII, III OR IV COMPACTED BACNFILL MPTERULL REWIRED INPIL PIPE SNAP CONNECT
ZONES, PER USCB(UNIFIED SOIL CLASSIFICATION SYSTEM). fa ~ e'ADS PIPE (LENGTHVARIES)
O
2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACINGORA SHEETING U
BOX IN ACCORDANCE WITH LATEST OSHA REGULATgNS. THETRENCH ? ~
WAILS MAY BE CUT &1CK TO A 1:1 SLOPE OR THE NATURAL ANQE OF ~ o
REPOSE FOR THE 301E WHICHEVER IS GREATER AT THE DISCRETION OFTHE iv 150 BEND (M4x.) -
ENGINEER. PARTk PIPE S87i A 8 C o
3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF CODER, ALL BACKF4L 0484A4 4' 3.25' 4.75'
MATERIAL THROUGHOUT THE PIPE ZONE I3 TO BE CLA35I MATERNL. 0185A4 4' 3R5' 450' 5.00'
0 4' 2.58' 258' q, ROOF DRAIN LITERAL
WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHAH 0 3.6Y 583' 13' WITH WYE (iYP)
EXCAVATE TOA DEPTH REQUIRED BV THE ENGINEERAND REPLACEWRHA 3.6 .8' .43' (SEE RAN FOR PIPE SIZES)
FOUNDATION OF CLASS IOR II MATERIAL AB DEFINED INPSTM D2321, 'PeN 0684ACu PJC NOTE'. BADS PIPEMAYBE DISTANCE VARIES
'STANDARD PRACTICE FOR INSTALLATION OF THETAIORA9TIC PIPE FOR USED WHENA DOWNSPOUT IB (SEE GRAOINGAND
SEWERS AND OTHER GRAVffY-FLOW APRICATIONS,'LATEST EDRpN; AS CONNECTED DIRECTLYTOA DRAINAGE RANI
AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THETRENCH DRYWELL. i
BOnOM MAV BE STABILIZED USING A WOVEN GEOTEXTLE FPBRp.
PIPE TRENCH SECTION ROOF DRAIN ADAPTER DETAIL
1N tl 9 T. P. C
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S.C.T M: 1000.36-01-Oi
1001-03-01-01
BREWER STERLING HARBOR
Scale. NTS Condon Engineering! P.C. 1410 MANHASSETAVE. Cj.14
17~81gbee RD~d GREENPORT, NY 11944
D"""w M~ItlWd,NaaraTk„B5z OF
Date: Y3„p,2 ~~„~.,~,~„z,~IL 14
rAXw.condwwl~TenMp.mm CONSTRUCTION DETAILS
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SURVEY OF PROPERTY
AT GREENPORT
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Ir.
1000-$6-01
1001-08-01-01
SCALEc i'--30'
JUNE ~5, ~0~0
ZAN~ARY ~0. ~0~
FEBRUARY 8, 200~ (R£~ONS)
NO~ZMBER I, 200~ (FUEL TANK.)
JANUARY lt, 201~ (UPDATE it ELEVATIONS)
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'" 7" CROSS-SECTIONS OF DEPTHS
T~
~ ~ A SECTION 0 SECTION ~ORK DOCK
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SOUTHOLD PLANNING BOARD
SITE PLAN APPLICATION FORM
Site Plan Name and Location
site Plan Name: Brewer Sterling Harbor Site Plan Application Date: / ~
Suffolk County Tax Map #1000- 36 _ 01 _ 01 Other SCTM #s
streetAaaress: 1410 Manhasset Avenue Ham,et: Greenport
D;stance to nearest intersection: 1500ft South of Rt 25
Type of Site Plan: X New Amended Residential Zoning District M I I
Owners/Agent Contact Information
Please lisp name, naaili~~ address, and home rnm~ber or the eo le beloik~:
Brewer Sterlin Harbor JUL 2 4 2012
Property Owner g
1410 Manhasset Avenue ~
Street
City Greenport State New York Zip11944
Home Telephone 631-477-0828 Other
Applicant Michael Acebo
street 1410 Manhasset Avenue
cityGreenport statcNY zip11944
Home Telephone 631-477-0828 Other
Applicant's Agent or Representative:
Contact Person(s)* James Laird -Suffolk Environmental Consulting, Inc.
Street P.O. BOX 2003
~;tyBridgehampton statcNY Zip 11932
Office Telephone 631-537-5160 Other
*Unless otherwise requested, correspondence will be sent only to the contact person noted here.
,Site Plan .applicah'on Forn~ 318-?OIO
Y Site data
Proposed construction type: X New Modification of Existing Structure Agricultural
9 92 Change of use
Property total acreage or square footage: ac./sq. ft.
Site Plan build-out acreage or square footage. ' 57 ac./sq. ft.
Is there an existing or proposed Sale of Development Rights on the property? Yes No ? .
If yes, explain:
Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y?~?.
If "yes", explain (and attach any necessary documentation -title report, subdivision approval, etc.)
Building Department Notice of Disapproval Date: 5 ~ 25 ~ 12
Is an application to the Southold Town Zoning Board of Appe 1 required? Yes ~ No a
If yes, have you submitted an application to the ZBA? Yes ~ No ?
If yes, attach a copy of the application packet.
Show all uses proposed and existing. Indicate which building will have which use. If more then one use is
proposed per building, indicate square footage of floor area per use.
List all existing property uses: Marina
List all proposed property uses: Marina
Other accessory uses:
Existing lot coverage: ~ 0.74 % Proposed lot coverage: ~ 0.42
Gross floor area of existing structure(s): ~ 2'067 sq. ft. Gross floor area of proposed structure(s): 11,500
Parking Space Data: # of existing spaces: 257 # of proposed spaces: 268 Loading Berth: Yes?No??
Landscaping Details: Existing landscape coverage: 16.83 % Proposed landscape coverage: t6.83
Wetlands: Is this property within 500' of a wetland area? Yes No ~ Maybe ?
I, the undersigned, certify that all the above~form~tion is true.
~i
Signature of Preparers ~ % ~Dffie: _ ~ ~7 lZ_
~ 2
Sire Plrna.application Form ~.Ig,?010
~;rewer Ster-lill~ Harbor Proper~r
situate: 1 ~IU ~1auh~i~sct ~~~~~~i~ue, (~re~n~xn1, A1', 1 l~~
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1'h~~t~>t;~r<<~~li taken l~r~mi alp<~~~c tl~e I~ulkl~ca~l Facing ~~'cst.
Brewer ~terlillg Harbor Proper~r
Sittiaie: 1 ~ I ~lauha~tiet ,~~~~enue, Grceujx>~rt, ~ 1', 1 1 ~ ~
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(l~uil~lin~; ~>n the Iclt) aii<1 the ~~r~~lx~~c~l h<~at ~t~~ra~;c huil<lin~; (huil~lin~; ~~n the right}
Ph<~t~>~;~ral~h i~il:ei~ 1~r~nn the ~~ar~:iii~;1<>t cast <>l~thc lu~c~}u~tic~l l~uikiin~s iarin~; nc~~rth~~~e~t.
F3rewer ~terli~l~ Harbor- Praperttir
Situate: 1 ~ l U ~7anha~set ,~~~cuue, (~recnjx~rt, A 1', 1 1
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1'h~~t~~~;~raj~h ~1i~>~~-i>>;; the timber hulkhca~i (ril;ht c~t~ ~~h<~to) trtiie•li is tc~ he rejalarecl.
1'li<~tc>~;raj~h altie~ shc~«~s the esisliug cl~x•ks, anal ~~~alks that are t<~ he re~~lace~l.r
1'li~~to~;~ra~~l~ take~i 1)cx~ktii~le, al the n~>~rtheast c~~nier <>t~the ~~r~~~x~secl Site facin~;~ ~~'cst.
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Brewer Sterliil Harbor Pro per
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Si~uatc: ll~lO ~Zauhasset,'~~~cnnc, (~rcenjx~rt, 1Y, 1l~)~-~
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1'lioto~;-ra~~h sho~t•s the eastern l~ulklica<1 and ~locl: to lie re~~lace~l I~}' the jrro~~ose~l I~ulkhca<i
au~l clock structures. ~'~lso e~•i<lent arc the huil<liu~s (left side of J~hoto) to he re~~lace~i h}~ the
j~ro~x~se~l oftice huil~lin~; anal ~~oat slora~;e.
I'iioto~;ra~~h taken li~om the northeast corner of the clock complex 1~iciiig noirth~~~~est.