HomeMy WebLinkAbout1000-83.-3-4.6 (2)THE CU
HOGUE BUSINESS CENTER
8595 COX LAN
CUTCHOGUE
TOWN O
SOUTHOLD, SUFFOLK COUNTY, NEW YORK
AMENDED SITE PLANS
FEBRUARY 1,2007
PROJECT
LOCATION
APPROXIMATE
LOCATION OF
CAPPED LANDFILL
LIST OF DRAWINGS:
C-0 TITLE SHEET
C-1 DIMENSIONAL PLAN
C-2 GRADING & DRAINAGE PLAN
C-3 LANDSCAPE PLAN
C-4 EXISTING FLOOR PLANS AND
FIRE PROOFING PLAN
EXISTING BUILDING ELEVATIONS
SAN ITARY PLAN - 9-1-2006
SANITARY PROFILES- 9-1-2006
C-5
P-1
P-2
NOTE: The approvecl site development plan shall be valid for
a period of tl~ee (3) years from the d~te of approval as per
code section 100-255.
OWNER/APPLICANT:
NORTH FORK RESOURCES
P.O. BOX 1248
SOUTHOLD, NY 11971
(631) 734-2410
LOCATION MAP
Condon Eng~neenng, P.C.
1755 Sigsbee Road
Mattituck, New York 11952
(631) 298-1986 (631) 298-1986 fax
www,condonengineering.com
TEST HOLE MO, 1
TOPSOIL (OL)
HEAVY CLAY
MIXED GRAVEL 5% (OL)
LOAM &
SANDY CLAY (SC)
COARSE SANg
& GRAVEL 20X (BP)
COARSE SAND
ND WATER ENCOUNTERED
TEST HOLE NO, 2
TOPSOIL
HEAVY CLAY
MIXES GRAVEL 5× (OL)
LOAM &
SANDY CLAY
COARSE SAND
& GRAVEL 20X (SP)
COARSE SAND (BP>
NO WATER ENCOUNTERED
ibC0,0' +/-
-L3'
-2,7'
-45'
-IR'
EBB4,0' +/-
-L3'
AO'
10'
I
I
EDGE DF PAVEMENT
COX LAN
_ I
~TEETHOLENOI
t
PROPOSEDS'XM
MOVABLE F~MEBEED
\
\
\
RELO~TED
G~AGE
DUMPIER
CON&
295'
UNIT1 UNIT2
UNIT3
I PROPOSED PARKING STALL
UNIT4 I LOCATIONS (STRIPING WILL --
XISTING 1 8TOR UNITE 5-10
N 59°55'31" W 513.96'
LAND NOW OR FORMERLY OF
JEANNE M., GRACE & DONALD J. GRIM
280 DEN-KEL LANE
P.O.BOX 300
CUTCHOGUE, N.Y. 1t9~5
ZONE; LI
22 O'
, >
SITE PLAN
1"=40'
A
A1 rACH AT TOP
SIZE AS REQUIRED SIGN
LAYOUT AND BY LOCAL CODE
~--...~_ GALVANIZED CHANNEL
POST INSTALLED PLUMB
3" STEEL PIPE
FILLED WICONC.
CEMENT WASH
SLOPED ll4"lFT. MIN.
POST I
4,000 PSI AIR ENTRAINED
CONCRETE FOOTING
SECTION A-A
NOTES:
1. SYMBOLS TO BE PAINTED ON EACH SIGN.
2. EMBLEM SIZE, COLOR AND EXACT LOCATION
WITHIN THE PARKING LOT TO CONFORM TO
LOCAL GOVERNING CODE.
SIGN MOUNTING DETAIL
N.T.S.
EQUAL EQUAL
BLUE
PAVEMENT
STRIPING
PARKING CALCULATIONS
APPROVED SITE PLAN CURRENT USE AMENDED SITE PLAN PROPOSED USE
UNITNO. PROPOSEDUSE UNITAREA REQUIREDSPACES SPACES USE UNITAREA REQUIREDSPACES SPACES
UNIT 1 AUTO DETAIENO/STORAGE 1,378 S.F. 1 PER 1,000 SF 2.0 LIGHT INDUSTRIAUSTORAGE 1,378 S F. 1 PER 500 SF 2 8
MEZZANINE OFFICE 380 S F 1 PER 100 SF 4 0 MEZZANINE OFFICE 380 S.F. t PER 100 SF 36`
UNIT 2 STORAGE 1,077 S F 1 PER 1,000 SF 2.0 FOOD PROCESSING 1,358 S.F. 1 PER 500 SF 2.7
OFFICE 281 S.F 1 PER 100 SF 3.0 OFFICE 281 S.F. 1 PER 100 SF 2 8
UNIT 3 FOOD PROCESSING 1,891 S.F. 1 PER 500 SF 4.0 FOOD PROCESSING 1,738 S F 1 PER 500 SF 3.5
STORAGE LOFT 142 S.F. 1 PER 1,0~0 SF 0.1
OFFICE 142 S.F. 1 PER 100 SF 1.4
UNIT 4 FOOD PROCESSING 2,132 S.F 1 PER 500 SF 5.0 FOOD PROCESSING 2,198 S.F. 1 PER 500 SF 4.4
UNIT 5 OFFICE 272 S.F. 1 PER 100 SF 3.0 OFFICE 272 S.F. I PER 100 SF 2 7
FOOD PROCESSING 1,213 S.F. 1 PER 500 SF 3.0 FOOD PROCESSING 929 S.F. 1 PER 500 SF 1.9
STORAGE LOFT 280 S.F. 1 PER 1,000 SF 0.3
UNIT 6 OFFICE 957 BF. 1 PER 100 SF 10 0 OFFICE 957 BF. 1 PER 100 SF 0.6
MEZZANINE OFFICE 927 S.F. 1 PER 100 SF 9.3
UNIT 7 OFFICE 1,160 S.F. 1 PER 1~ SF 12.0 OFFICE 1,160 S.F 1 PER i~ SF 11.6
UNIT 8 OFFICE 798 S.F. 1 PER 100 SF 86` OFFICE 798 S.F. 1 PER i00 SF 8 0
UNIT 9 STORAGE 1,184 S F 1 PER 1,000 SF 2.0 OFFICE 1~258 S.F 1 PER 100 SF i2 6
UNIT 10 STORAGE 1,856 S F i PER 1,000 SF 2.0 OFFICE 1,010 S.F 1 PER 100 SF 10.1
METAL HUT / SHEDS 1,360 S.F 0 METAL HUT / SHEDS 1 ~360 S F. 1 PER i,000 SF 1 4
MECH. ROOM / COMMON HALL 625 S F 0 MECH ROOM / COMMON HALL 544 S.F. 1 PER 1,0(30 SF 0 5
MISC. CONT / WALL SPACE 801 S.F N/A N/A
TOTAL REQUIRED SPACES 60~0 TOTAL FLOOR AREA 13,433 SF TOTAL SEACES 80.5
TOTAL 2ND FLOOR I MEZZ. FLOOR AREA 4,480 S.F.
TOTAL FOOTPRINT AREA 17,913 S F
SIGNAGE FOR
C~ ACCESSIBLE PARKING
SIZE AS REQUIRED SIGN
ATTACH AT TOP
AND BOTTOM
TOP POST VllEW
II .coc. v cu LETTERING(2' HEIGHT)
,I PARKING WHITE BACKGROUND AND
SLUE IN~RNATIONAL
)ILITY
NOTE:
SIGN HEIGHT SHALL BE SET TO MAKE IT
CLEARLY VISIBLE TO ALL PEOPLE WITHIN
THE DRIVERS SEAT OF ANY VEHICLE
12' L ~- 3/8" GREEN BORDER
VAN B'~-ILE -~ 1Y2" GREEN LETTERING
ACCESSI 1" GREEN LETTERING
~ ~ WHITERACKSROUNDAND
~L 318' MARGIN
PARKING PROVIDED:
9' X 19' STANDARD PARKING SPACE : 66
8' X 19' HANDICAP ACCESSIBLE SPACES : 2
9' X 19' PARALLEL LANDBANK SPADES = 2
9' X 19' STANDARD LANDBANK SPACES = 9
9' X 19' PARALLEL PARKING SPACES = 5
9' X 19' 60' PARKING SPACES = 4
8' X 19' 60' HANDICAP PARKING SPA CES = 2
TOTAL = 90
LOADING REQUIRED:
FOR MANUFACTURING, WHOLESALE AND STORAGE USES: 1 BERTH FOR 5,000 SF TO 10,000 SF AND
ONE ADDITIONAL BERTH FOR EACH ADDITIONAL 10,000 SF
LOADING SPACES REQUIRED = 2
LOADING SPACES PROVIDED = 2
SITE DATA TABLE
OWNER/APPLICANT: NORTH FORK RESOURCES
P.O BOX 1248
SOUTHOLD, NY 11971
(631) 734-2410
ZONE LIGHT INDUSTRIAL
USE OF PROPERTY LIGHT INDUSTRIAL, FOOD PROCESSING,
OFFICE, WAREHOUSE / STORAGE
AREA OF SITE 2§5~603 S F. OR 6.097 ACRES
AREA OF BUILDINGS 13,433 S F
ZONING COMPLIANCE TABLE
REQUIRED PROVIDED
BUILDING HEIGHT 35' 12 STORY 22 7' 12 STORIES
FRONT YARD 100' (OR AVERAGE
SETBACK ON COX LANE 60.1'
REAR YARD 7(7 4386`7'
SIDE YARD 20' {4(7 TOTAL) 55 6' (273.6')
MIN. LOT AREA 40,000 SF 265,603 SF
LOT COVERAGE 30 0% 5 06%
LOT WIDTH 20(7 475.TZ
LOT DEPTH 15(7 559.78'
PERCENT MIN. LANDSCAPING 25~0% 77.7%
GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPEClRCATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF
HEALTH SERVICES AS REQUIRED.
2 TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MAY
22, 2000 BY HANDS ON SURVEYING.
8'-0" .- ~ 8'-0" i
16MI" MINIMUM
LEGEND
SIGNAGE FOR
ACCESSIBLE PARKING
TYPICAL ACCESSIBLE PA,RKING SPACE DETAIL
fl.T.S.
EXISTING PRiOPOSED
BELGIAN BLOCK CURB
EDGE OF PAVEMENT
NUMBER OF PARKING STALLS
NUMBER OF LANDRANK STALLS
HANDICAP STALL
ASPHALT PAVEMENT
GRAVEL
PROPERTY LINE
TRAFFIC FLOW ARROW
®
i I
, >
S C.T.M DIST. 1000 SEC. 083 BLK. 03 LOT 4.6
Scale: As Sh~n
Drawn by. JJC
Date: 2/1/2007
3. SITE PLAN INFORMATION SHOWN ON THE SITE PLANS IS BASED ON THE APPROVED SITE
pLANS PREPARED BY RLH LAND PLANNING SERVICES DATED MAY 1~ 2005 AND APPROVED BY
THE SOUTHOLD TOWN PLANNING DEPARTMENT DATED OCTOBER 17, 2006,
D VA POR F~
EXIT PER TH ! APPROVED SITE PLANS
PLANNING BOARD
TOWN OF 5OUTHOLD
Condon Englneenng, B.C.
1755 Sigsbee Road
Mardtuck, New York 11952
(631) 298-1986 (631) 298-1986 fsx
www.condonengineering,com
CUTCHOGUE BUSINESS CENTER
8595 COX LANE
CUTCHOGUE, NY
DIMENSIONAL PLAN
I UNITS ENTRANCE /
REVISIONS
C-1
ELI56,70'
ENd, MDN,
4,0' V
Z
APPROX LOCATION OF 12' WM.
) LIPA 4
/ (
{~TEST HOLE NO I
EDGE PAVEMENT
N
/
i
[P~5325'
I
/
I
/
/
I
ASPHALT NRIVEVAY
WATER ETER
m
UNIT4
~XISTING 1 STOR~
METAL FRAME
WAREHOUSE
IN.FLOOR = 55.4'J
UNITS 5-10
(SEE FLOOR PLANS)
INLET AND ADO 1. I~1X 2'
SLOPES TO BE OW-BI OW.B5
STABLIJZED AND ELL 54,N' IO'B DRYWELL
AFTER TOP PJNG 803 ~ ~ TOP RING
- OF DRAINN~B 'N" DEBP LRACHINB RINBS IT DDEP DSACHING RINGS
TEST HOLE NO 2
EPI5~,%'
EL:53,13'
CaNE MDN,
8'0
FN CaR
,'I
N §9°55'31'' W §13.96'
SITE PLAN
PRECAST
EXCAVATE A MINIMUM OF 6' INTO VIRGIN STRATA
OF SAND AND GRAVEL OR TO BOTTOM OF DRYWELL
WHICHEVER IS DEEPER
~EV ~J
~qON
LEACHING BASIN NOTES
1 LEAUNING POOLS SHALL DS PRBCAST CONCRETE OSMENT STROSTUNES AS
MANUFACTURED BY SUFFOLK PRECAST INC OR EQUIVALENT
2 ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SIFMLL
DEVELOP A MINIMLJM COMPREDSIVE STRENGTH OF 4,000 P S.I IN 26 HAYS
3 NO TRENCH, PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED
EXCAVATIONS TO BE PROTECTED WITH FENCES, RAMBICARES AND OTHER APPROVED
METHODS
S INVERT ELEVATIONS MAy BE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD
CONDITIONS TO AVOID CONFLICT WJTFI UTILITIES AS ORDERED BY THE ENGINEER
6 ALLOW FOUR (4) INCHES FOR FINAL AOJUSTING OF HASTING. ADEQUATE BEARING WiLL BE
PROVIDED USING CONCRETE BLOCK, BRICK AND/OR 1 2 MORTAR MIX.
7 THE CONNTACTOR SHALL PROVIDE ADEQUATE SHEETING ANG SHORING DURING
TRENCHING TO INSURE THE SAFETY OF ~3RKMEN AND THE GENERAL PUBLIC EXPOSEE~ TO
THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE
REQUIREMENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS, PART 19'26, SAFETY AND
HEALTH REGULATIONS FOR CONSTRUCTION (OSHA)
8 RAUNFILLANDCOMPACTIONBRALLBEINB'LIFTS ALLBACKFILLMATERIALTOBE
COMPACTED BY JETIING OR OTHER APPROVED MEANS
STRAW BALE INLET PROTECTION DETAIL
NOTES
1 BALES SHALL BE PLACED AT THE TOE Of A SLOPE OR ON THE CONTOUR
AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES
B EACH HALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES
OUTSIDE F
DRAINAGE AREA PLAN
I
I
SOILS WITHIN 12" OF PAVEMENT
SUBGHADE COMPACTED TO 95%
-- OF MAXIMUM DENSITY
GROUND SURFACE OR
- PAVEMENT SUPGRADE (WHERE
APPUCABLE)
. UNDISTURBED
EARTH
CORRUGATED
(BY
ADS OR APPROVED EQUAL)
INIr AL EACBFILL,
ABOVE TOP OF PIPE
BACKFILL PLACED ALTERNATELY IN
- 6' LIFTS ON BOTH SIDES OF
PIPE TO SPRINGLINE ELEVATION
DRAINAGE CALCULATIONS:
THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" RAINFALL
STORAGE TO BE PROVIDED IN PROPOSED 10' DMME~ER DRYWELL8 PROVIDING 6842 CF PER
VENTJCAL FOOT DE STORAGE AND EXISTING AND PROPOSED 8'O DRYWELLS PROVIDING 4224
CF PER VERTICAL FOOT OF STORAOS THE DESIGN IS BADED ON THE FOLLOWING RUHOFF
COEFFICIENTS ROOF 10, ASPHALT PAVEMENT 1 O, GRAVEL PARKING 06 AND LANDSCAPING
010
DRAINAGE AREA"A"
11,1~ SFX 1 00 X 2"112 = 1 $66 CF
3,0198FX100X2'N2= 503CF
13,762SFXO10X2'I12 ~ 229CF
DRAINAGE AREA 'B"
DRAINAGE AREA "C"
STORAGE PROVIDED
USE 1 - B G DRYWELL - 14 VF
ADD 5 VF OF RING TO EXISTING DRYWELL = 14 VF + 5 VF = 19 VF PROVIDED
DRAINAGE AREA 'E"
GENERAL NOTES
EROSION CONTROL MEASURES
PROPOSED
2 THECONTRACTOR MUSTPROVLDE SHEETINGARD BRACINGORASHEETING DRYWELL-GRATED INLET (~,~,(e~.~ ~
SOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS THE TRENCH
3 WHERE PIPE IS INSTALLED WITH LESS THAN 2' OF COVER, ALL BACKFILL
ANGLE FIRST STAKE TOWARD
PIPE TRENCH SECTION
FACE
Flow
FLOW
ANCHORING DETAIL
1-1,'2' WEARING COURSE NYS TYPE 6
2-1r2" BINDER COURSE NYS TYPE 3 BINDER COURSE
TYPICAL PARKING LOT PAVEMENT SECTION
NTB
S,C.TM. DIST. 1000 SEC. 083 BLK. 03 LOT46
1 IN ACCORDANCE WITH THE PROSISIONS OF THE NSEPA GENERAL PERMIT ANG THE NYSDEC, DURING TRE
COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME
NEDEBEARY TO PREVENT THE 1RANSPORT OF SEDIMENT TO OSF~SITE AREAS, PONDS, WATER COURSES,
DRAINAGE INLETS, RECHARGE BASINS, ElD ACTUAL EROSION CONTROL MEASURES WILL DE DICTATED
BY FIELD CONDITIONS AS CONSTROSTION PROGRESSES, BUT THE FOLNSWING GENERAL CONDITIONS
SHALL BE OBSERRBD:
- EXISTING VEGETATION TO REMAIN SRALL BE PROTECTED AND REMAIN UNDISTOSBED
- CLEARING AND GHADING SHALL BE SCHEDULED SO AS TO MINIMIZE NTE SIZE OF EXPODED AREAS
AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED
- THE LENGTH AND STEEPNESS OF CLBARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF
VELOCITIES
- SEDIMENT SHALL BE RETAINED ON THE SITE
SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION
CONTROL MEASURES SHALL CONRERM TO THE ffqEW YORK OU[DEURES FOR EROSION AND SEDIMENT
CONTROL".
SEDIMENT EARRIOSB (SILT FENCE, HEV EALES OR AppBOVED SQUALl SHALL BE INSTALLED NS REQUIRED
ALONG THE L~MffS DP DIBTUREANDS FOR THE DURATION OF THE WORA HO DSDIMENT FROM THE SiTE
SHALL BE PERMITLEO TO WRBH ONTO ADJAOSNT PROPERTIES WETLANDS OR ROADS
3 GRADRB AND STRIPPED ARHAS AND STOCRBILES SRALI BE KEPT STABILIZED THROUGH THE DSS OF
TEMPORARY SEEDING AS REQUIRED SEED MIXTURES SHALL BE IN AOCOPOANCE WITH SOIL
CONSERVATION SERV[OS RECOMMENDATIONS
DRAIHAGE INU:TS INSTALLED AS PART OF THE PROJECT SRALL BE PROTENTED REOM SEDIMENT BUILDUP
THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETD AS REQUIRED
INREECTION ANG MAINTENANCE OF EBOSION CONTROL MEASURES IS TO BE REREORMED DAILY By THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION POR THE DAY ANG AFTER HEAVy OR PROLONGED
STORMS MAINTEHANOS MEASURDS INCLUDE, BUT ARE BDT LIMITED TO, CLBANING AND~DR RBPAIR OF
SEDIMENT BASINS OR TRAPS, SEDIMENT BARRIERS, BERME, DIVERSIONS AND INLET PROTECTION
6 APPROPRIATE MEANS SHALL RE UAED PO CONTBOL DOST DOSING CONSTRCOTION
7 A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MA[NTAINPO TO PREVENT SOIL AND LCODE DEBRIS
FROM BEING TRACRBD ONTO LCOAL ROADS THE CONETRUCTION ENTRANOS SHALL BB MAINTAINED UNTIL
6O
TI ,:
AP PP. OVED BY
PLANNING BOARD
TOWH OF SOUTHOLD
Z-I ,o'7
53,7 +
ROOF DRAIN
DRAINAGE PIPE
SANITARY SEWER
PROPERTY LINE
BELGIAN BLOCK CORD
EDGE OF PAVEMENT
ASPHALT PAVEMENT
GRAVEL
FLOW ARROW
CONTOUR
Scale: As Shown
Drawn by' JJC
Oete' 2Jl/2007
Condon Eng neenng, P.C.
CUTCHOGUE BUSINESS CENTER
8595 COX LANE
CUTCHOGUE, NY
GRADING &
DRAINAGE PLAN
DRYWEa L DETAIL STRAW BALE DIKE DETAIL
NTB
BEDDING DETAIL
1755 Sigsbee Road
Mattituck, New York 11952
(631) 298-1986 (631) 298-1986 fax
www.condonengJneedng.com
REVISIONS
0-2
OF
7
C~NC, Mi]N,
~,0~ ~/
EE ~F PAVEMENT
COX LANE
\
\
\
\
\
/
/
/
/
/
/
/
/
\ \
\ \
\ \
\ \
EXISTING
I
I
I
I
I
I
I
- ,.. ....
XISTING 1 8TOR'
METAL FRAME UNITS 5-10
WAREHOUSE (SEE FLOOR PLANS)
;IN.FLOOR = 55.4'
UNIT1 UNIT2 UNIT3
//\
\
/
j/'
N 59°55'31'' W 513.96'
LAND NOW OR FORMERLY OF
JEANNE M., GRACE & DONALD J. GRIM
S C T.M 10(}O~83-03-4.5
280 DEN-KEL LANE
P O BOX 300
CUTCHOGUE, N.Y. 11935
ZONF II
/I
CBNC, MDN,
z
PLANTING LEGEND
COMMON NAME SYMBOL NUMBER
ARBOR VlTE o 40
RUSSIAN OLIVE O 5
HOSTA o 60
EASTERN RED CEDAR ~
36
ORNAMENTAL PEAR ':~ 2
EASTERN WHITE PiNE ~J~ 1 7
MONTAUK DAISY O 2
AMERICAN HOLLEY ,i~ 3
DAY LILY o 34
EXISTING TREES ~
GENERAL NOTE:
1. LANDSCAPE INFORMATIONSHOWNONTHEPLANISBASEDONTHE
AINFORMATION PROVIDED SY THE OWNER,
S.C.T.M, DIST. 1000 SEC. 083 BLK. 03 LOT 4.6
Drawn by' JJC
Date' 2/1/2007
Condon Engineering, P.C.
1755 Sigsbee Road
Mattituck, New York 11952
(631) 298-1986 (631) 298-1986 fax
www.condonengineedng.com
CUTCHOGUE BUSINESS CENTER
8595 COX LANE
CUTCHOGUE, NY
LANDSCAPE /
REVEGETATION PLAN
REVISIONS
C-3
OF
7
' ~'2~R'~TEDCELNGFOR~L'C~L~G .......... ~' ' ~
~.~ ,~ . ,~ , . u.~**
~.~.~... ,.,,,' AR~'LdCATEb0HbEA~CdUP~ N~3H~RFIRE~TED N~3HOURFIRE~TED
',,'.',~. ~.~u~c~.6~L~','.','.,','.',','.','.',',','. '.',, '', ',',.',',',','.' ',', '.'.', ',,'.,'. '. ¢~w~m
FIRST FLOOR PLAN
FLOOR
3 HOUR WALL DETAIL
[I
UNIT f/6
UNIT #10
1,010 S,F, OFFICE
2HOUR FIRE
DN
2 HOUR FIRE
D DOOR
UNITg3
STORAGE LOFT:
(TYF,)
SECOND FLOOR / MEZZANINE PLAN
2 HOUR WALL DETAIL
2 HOUR WALL DETAIL
EXISTING TJI ~60
16'
- EXJSTING 3/4" T&G FLOORING
,l/2,,~L ~'
* E,,rEsg~leULClas,iflcMIonM.rklnu 2 HOUR CEILING DETAIL
E. Exlstir, o intedor wldland flcoEno materlal~ provJded by the 'PPROVED By
PLANNING [~OARD
TOWN OF SOUTHOLD
S.C.T.M. DIST, 1000 SEC. 083 BLK. 03 LOT 4.6
Scale: tl8 =%0
Drawn by:JJC
Condon Engineering, P.C.
1755 Slgsbee Road
Mattituck, New York t 1952
(631) 298-1986 (631) 298-1986 fax
www.condonengineering.com
CUTCHOGUE BUSINESS
8595 COX LANE
CUTCHOGUE, NY 11935
REVISIONS
EXISTING FLOOR PLANS &
FIRE PROOFING PLAN
C-4
OF
7
(SEE NOTE 1)
J UNIT #7 U NIT ~ UNIT #4 UNIT #3 UNIT #2 UNIT #1 J
EAST ELEVATION
UNIT #1 UNiT #2 UNIT #4
PROPOSED WINDOWS FOR
OVERHEAD DOORS (TIP,)
WEST ELEVATION
UNIT~ UNIT #5 COMMDN ENTRANCE FOR UNIT#6
MECHANICAL ROOM
.......................................................................
SOUTH ELEVATION
PLAN HIt',~G BOARD
NORTH ELEVATION TOVV~q 07 SOU'mOLD
DATEc~-J
REVISIONS
NOTE:
1. THE EXISTING WINDOWS BUBBLED ON THE ELEVATIONS ARE
SHOWN ON THE APPROVED FLOOR PLANS BY THE SOUTHOLD
TOWN PLANNING DEPARTMENT DAteD OCTOBER 17, 2006, BUT
WERE NOT SHOWN ON THE APPROVED ELEVATIONS.
S C T M DIST~ 1000 SEC 083 SLK 03 LOT 46
Scale 118': 1'-0"
Drawn by: JJC
Date: 2/1/2007
Condon Engineering, P.C. CUTCHOGUE BUSINESS
8595 COX LANE
1755 Slgsbee Road
Mattituck, New York 11952
(63t) 295-1956 (631) 298-t686 fax
www.condonengineering.com
CUTCHOGUE, NY 11935
EXISTING BUILDING
ELEVATIONS
OF
EST HOLE NO, 1
TOPSOIL (DL)
HEAVY CLAY
MIXED GRAVEL 5X (DL)
LOAM &
SANDY CLAY (SC)
COARSE SAND
& GRAVEL 20X (SP)
COARSE SAND
ND WATER ENCOUNTERED
TEST HOLE ND,
TOPSOIL
HEAVY CLAY
MIXED GRAVEL 5~
DAM &
SANDY CLAY <SC)
DARE SAND
& GRAVEL ROX
COARSE SAND (SP)
ND WATER ENCOUNTERED
EbGO,O' +/-
1,3'
R,7'
.4,5'
iR'
-18'
ibG4,0' +/-
1,3'
-4,R'
I
EL66,70'
CONe, MDN,
4,0' W
........................ ,--~ ..... C--OXLANE ...... ~P~ROX~LOCA--TIO--N O--F 12'w ~ -- --~UPA4
EDGE DF PAVEMENT
I
I
/1
/
I
/
/
/
/
/
/
I 1 STORY I
IMETAL FRAME I
I WAREHOUSE UNITS 5-10
I 4"~TCI.liE. ~IN.FLOOR= 55.4'1l
®
TEST HER ND, 2
N 59°55'3f"-W - -5T'3.9-6= -
~L~E
SITE
1":40'
PROJECT
LOCATION
APPROXIMATE
LOCATION OF
CA~PPED LANDFILL
LOCATION MAP
SANITARY SYSTEM NOTES:
3.
7
8.
ALL BACK FILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXI MUM
DENSITY AT THE OPTIMUM MOISTURE CONTENT, AS DETERMINED 0Y STANDARD
PROCTOR TEST
LOCATION OF EXISTING UTILITIES AND ~NITARY AND DRAIRAG8 FACILITIES SHALL BE
VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION OF REW WORK.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERWITS AND
INSPECTIONS ASSOCIATED ~,WI TH THIS CONSTRUCTION.
LOTAREA 265,603 SQ FT = 6 097 ACRES
ALL ADJACENT PROPERTIES WITHIN 150' OF THE SITE ARE SERVIDED BY PUBUC
WATER.
EXISTING CONDITIONS SHO~N ON THE PLANS FROM SURVEY DATED MAY 22, 2008 BY
HANDS ON SURVEYING.
S.C.T.M DIST. 1000 SEC 083 IBLK 03 LOT 4 6
GROUNDWATER AT EL 4 0* ~PER SCDHS GROUNDWATER MAP DATED MARCH 1999
LEGEND Ex,s NcPROPOSED
DRYWELL- GRATED INLET
V
SEPTIC TANK
LEACHING POOL
ROOF
SANITARY SEWER II SiI S I
S C.T.M. DIST. 1000 SEC. 083 BLK 03 LOT 4 6
Scale: As Shown
Drawn by: JJC
Date: 91112006
SANITARY DESIGN CALCULATIONS
SANITARY FLOW CALCULATIONS
UNITNO, PROPOSEDUSE UNITAREA SCDHSFLOW TOILETFLOW KITCHEN FLOW
UNIT 1 GENERAL INDUSTRIAL 1,376 S.F. 0.04 GPD/S.F. 55.0 GPO
MF77ANINE OFFICE 385 S.F. 0.06 GPD/S F. 23.1 GPO
UNIT 2 FOOD PROCESSING i,345 S.F. 0 03 GPO/&F. 40.4 GPD
UNIT 3 FOOD PROCESSING i,888 S.F. 0,03 GPO/S F 56.6 GPD
i,888 S.F. 0.12 GPD/S.F 226.6 GPD
UNIT4 FOOD PROCESSING 2,127S. F. , 0.03GPD/S.F. 63.8GPD
UNIT5 OFFICE 271S. F. 0.06 GPD/S F. 163 GPD
FOOD PROCESSING 953 S.F. 0.03 GPD/S F. 28.6 GPD
953 S.F. 0.12 GPO/S.F I144GPD
UNIT6 MEZZANINE OFFICE 965 S.F. 0 06 GpD/S.F. 57.9 GPO
FOOD PROCESSING G65 S F. 0 03 GPO/S.F 29 0 GPD
965 S.F. 0 12 GPO~S.F. 115.8 GPD
UNIT 7 OFFICE 1,159 S.F. 0.06 GRE~S.F. 69,5 GPO
UNIT 8 OFFICE 792 S F. 0 06 GPO~S,F 47.5 GPO
UNIT 9 OFFICE 1,294 S F 0 06 GPE~S F 77.6 GPD
UNIT 10 OFFICE 1,007 S.F. 0 06 CPOIS.F, 60.4 GPO
METAL HUT 1,184 S.F. 0 04 GPOIS.F 47.4 GPD
TOTAL FLOW 673.1 GPD 872.4 GPO
TOTAL SANITARY FLOW FLOW = 673.1 GPD
TOTAL KITCHEN FLOW FLOW = 872.4 GPD
TOTAL FLOW = 1,545.5 GPD
ALLOWABLE SEWAGE FLOW TOTAL SITE:
6.1 ACRES X 600 GPO/ACRE: 3,660 GPD
(GWMZ IV SERVICED BY PUBLIC WATER)
TOTAL SITE PROPOSED SANITARY FLOW PLOW: = 673 1 GPO
EXISTING SEPTIC SYSTEM No. 1 ~TOILET FLOW FROM UNITS 2-10):
PROPOSED SANITARY FLOW RATE = 548 GPO.
PROPOSED DESIGN CAPACITY SEP~C TANK.
PROPOSED FLOW RATE 548 GPO DESIGN 2 DAY STORAGE = 4,096 GALLONS
USE ONE EXISTING t,200 GALLON SEPTIC TANK
LEACHING POOLS
LEACHING @ 1,5 G'PDISQ FT.= 548 GPO / 1 5 GPDISQ FT. = 365 SF
10' O X 3 14 X f = 31.4 SQ. FTJFT
365SQFT/31 4SF/FT =11.6 LF
USE 2-10'OX0'DEEP=I2VF >116VF
DESIGN FOR 50 % EXPANSION
365 L.F. X .50 = 183 LF. 131.4SQ, FT/FT =58VF
USE. 1-10'OXS'DEEP=SV.F.>58 VF
EXISTING SEPTIC SYSTEM No. 2 (KITCHEN FLOW FOR UNIT 4):
PROPOSED SANITARY FLOW RATE = 255 GPD
PROPOSED DESIGN CAPACity SEPTIC TANK:
PROPOSED FLOW RATE 255 GPO DESIGN 2 DAY STORAGE = 510 GALLONS
L~CHING POOLS
LEACHING ~ 1.5 GPO/SQ. FT.: 255 GPD 11.5 GPDISQ. FT. = 170 SF
300 SF MINIMUM REQUIRED
8' O X 3 14 X f = 25,83 SQ. FTJFT.
300SQFT/25 13SF/FT =11.9 LF
USE 3-EXlSTINGS'OX8'DREP=24V.F > 11.9V.F.
DESIGN FOR 50 % EXPANSION:
300LF x 50 =150LF./25.13SQ. FT/FT.=5.gV.F.
USE 1-8'OX8'DEEP=8V.F.>5.9 V.F.
DESIGN FOR GREASE TRAP:
KITCHEN FLOW = 255 GPO
USE EXIST. 10' O X 5' LIQ. DEPTH GREASE TRAP
GREASE TRAP (DESIGN FLOW UP TO 4,000 GPD)
PROPOSED SEPTIC SYSTEM No.3 (TOILET FLOW UNIT 1, KITCHEN FLOW FOR UNITS 2,3 & 5):
PROPOSED SANITARY FLOW RATE = 581 GPO
PROPOSED DESIGN CAPACITY SEPTIC TANK:
PROPOSED FLOW RATE 581 GPD DESIGN 2 DAY STORAGE = 1,162 GALLONS
USE I NEW 1,200 GALLON SEPTIC TANK
LEACHING POOLS:
LSACHIN G @ 1.5 GPD/SQ, FT,= 581 GPD/ 1 5 GPD/SQ. FT. = 387 SF
387 SQ,FT 125.13 SFIFT. = 15.4 LF.
USE. 1- NEW 8' O X 10, DEEP = 16 V.F. > 15.4V F.
DESIGN FOR 50 % EXPANSION.
387L.F, X .50 = 194LF./25.13SQ FT/FT,=7.TVF.
USE: 1-8'OX10,DEEP=16V,F >7.7.V.F.
DESIGN FOR GREASE TRAP:
KITCHEN FLOW = 502 GPO
USE 1 - NEW 8' O X 5' LIQ. DEPTH GREASE TRAP
GREASE TRAP (DESIGN FLOW UP TO 1,000 GPD)
APPROVED BY
PLANNING BOARD
ToWN OF SOUTHOLD
Condon Engineering, P.C.
1755 Sigsbee Road
Mattituck, New York 11952
(631) 298-1986 (631) 298-1986 fax
www.condonengineefing.com
CUTCHOGUE BUSINESS CENTER
8595 COX LANE
CUTCHOGUE, NY
SANITARY P~N
9119/06 SCDHS COMMENTS
REVISIONS
P-1
MORTARFROST
TRAFFIC BEARIN
4" SANITARY WASTE PIPE
PITCH 1/4 INCH PER FOOT
WATERTIGHT FRAME & COVER WI
-- APPROVED LOCKING DEVICE MORTAR FROST
24"0 PRECAST CONC. RISER
GRADE EL. 54.6 (12" MAX. HEIGH~ --
WATERTIGHT FRAME & COVER W/
4" PVC WASTE LINE
POOT
INV EL 50.3
EXISTING
TO REMAIN
10' DIAMETER
8' DIAMETER
GROUNDWATER ELEVATION (APPROX. EL. 5'± PER 1999 SCDHS GW MAp)
PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAIL
PROFILE OF EXISTING SANITARY SYSTEM No. 1
SCALE
WATERTIGHT FRAME 8, COVER W/
APPROVED LOCKING DEVICE
MORTAR FROST
TRAFFIC SEARIN
4" KITCHEN WASTE PIPE
PITCH 1t4 INI '
MORTAR FROST
- BRING COVER TO GRADE
24"O PRECAST CONC.
(12"
MAX. HEIGHT)
PVC WASTE LINE TO
SEPTIC TANK
FLOW LINE INCH PER FOOT
INVEL
10' DIAMETER , I
WATERTIG;HT FRAME & COVER W/
GRADE EL 53 8
INSTALL DUMMY RINGS AS
IG PROPOSED
STRUCTURE TO GRADE
~IG SLAB OR DOME
4" PVC WASTE LINE
PITCH ~
NV EL. 49.0
8' DIAMETER
MORTAR FROST
PROOFING
WATERTIGHT FRAME & COVER W/
II
iNV. EL. 47.7
EXISTING
SANITAR'
TO REMAIN
8' DIAMETER
EXISTING PRECAST GREASE TRAP DETAIL
GROUNDWATER ELEVATION (APPROX, EL. 5'~: PER 1999 8CDHS GW MAP)
PROPOSED PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAIL
PROFILE OF EXISTING SANITARY SYSTEM No.2
SCALE 1"=5.0'
MORTAR FROST
WATERTIGHT FRAME & COVER W/
- APPROVED LOCKING DEVICE
2' Max 24"0 PRECAST CONC, RISER
GRADE EL. 55.2 (12" MAX. HEIGHT)
4" SANITARY KITCHEN WASTE PIPE
PITCH 1/4 INCH PER FOOT
PVO WASTE LINE TO SEPTIC TANK
PITCH ~ INCH PER FOOT
51.7
b-
8' DIAMETER
PROPOSED PRECAST GREASE TRAP BETAIL
MORTAR FROST
4" SANITARY WASTE PIPE PITCH 1/4
INCH PER FOOT AND 4" KITCHEN
PiPE FROM GREASE TRAF
PITCH 1/8 INCH PER FOOT
WATERTIGHT FRAME & COVER W/
MORTAR FROST
24"0 PRECAST CONC, RISER
(12" MAX. HEIGHT)
TRAFFIC SEARING DOMf
4" PVC WASTE LINE
PITCH ~ INCH PER FOOT
EL 51.1
8' MIN INV. EL. 51.0
WATERTIGHT FRAME & COVER W/
3 DEVICE
RIM 54 8
8' DIAMETER
PROPOSED PRECAST SEPTIC TANK DETAIL
' I · 9' DIAMETER
GROUNDWATER ELEVATION (APPROX. EL. 5':b PER 1999 SCDHS GW MAP)
PROPOSED LEACHING POOL DETAIL
PROFILE OF PROPOSED SANITARY SYSTEM No. 3
SCALE 1"=5.0'
ApP, ROVED BY
F I,,ANNli",G BOARD
'foWN OF $OUTHOLD
S C T.M. DIST. 1000 SEC. 083 BLK 03 LOT 4 6
S C.DH S. REF No. C10-05-0019
Scale. As Shown
Drawn by:JJC
Date:9/ll2006
Condon Engtneenng, P.O.
1755 Sigsbee Road
Mattituck, New York 11952
(631) 298-1986 (631) 298-1986 fax
www.condonengineering,com
CUTCHOGUE BUSINESS CENTER
8595 COX LANE
CUTCHOGUE, NY
SANITARY PROFILES
P-2
ELISg70'
COK
4,~' V
0
Z
0
0
/
/
GOX LANE
............................ A PPR_OX_LO_CA]IO_N O~F 12" W_ M_
S 59°51
Eb53,]3'
MDN,
EDGE DF PAVEMENT
N
/
/
I
/
)
UNIT 1
UNIT2
UNIT4
UNIT3 (ISTING 1 STOR
METAL FRAME
WAREHOUSE
:IN.FLOOR = 55,4'
'~DRDP
INLET
I
I
I
,/\
/)1
/I
J~
N 59°55'31" W 513.96'
LAND NOW OR FORMERLY OF
JEANNE M,, GRACE & DONALD J GRIM
S C,T.M 1000-083~03-4.5
280 DEN-KEL LANE
P.O.BOX 300
CUTCHOOUE, N.Y. 11935
ZONE: LI
PLANTING LEGEND
COMMON NAME SYMBOL NUMBER NUMBER
EXISTING PROPOSED
ARBOR VITE o 40
RUSSIAN OLIVE O 5
HOSTA o 60
CEDAR ~ 36 60
EASTERN
RED
ORNAMENTAL PEAR ~ 2
EASTERN WHITE PINE j 17
MONTAUK DAISY 0 2
AMERICAN HOLLEY O 3
DAv ~ILY ° 34
LAYLAND CYPRESS O
20
BAYBERRY ~ 20
EXISTING TREES ~
GENERAL NOTE:
1, LANDSCAPE INFORMATION SHOWN ON THE PLAN IS B~,SED ON THE
INFORMATION PROVIDED BY THE OWNER
APPP. OVED BY
PLANNING BOA,reD
TOWH OF SOUTHOLD
S.C T,M. DIST, 1000 SEC. 083 BLK 03 LOT40
Bo.,..1'--,0' Condon Engineering, P.C. CUTCHOGUE BUSINESS CENTER
8595 COX LANE
1755 Sigsbee Road CUTCHOGUE, NY
Drawn by' JJC Mattituck, New York 11952
(631) 298-1986 (631) 298-1986 fax LANDSCAPE /
Date: 2/1/2007 www,condonenglneering.com REVEGETATION PLAN
ADD BERM AND SCREEN 3-14
C-3