HomeMy WebLinkAbout1000-60.-1-6 (3)C
7,
8.
9.
11.
THE CONTRACTOR SHALL CHECK ALL DIMENSIONS, COORDINATE THE DRAW.ING AND THE
MANDFACTURER'S RECOMMENDATIONS, TAKE FIELD MEASUREMENTS AS REOUIRED, AND
BE RESPONSIBLE FOR THE CORRECT FIT OF T~HE NEW CONSTRUCTION TO THE EXISTING
CONDITIONS.
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY PRECAUTIONS AS WILL BE
REQUIRED FOR THE SAFE INSTALLATION OF THE NEW CONSTRUCTION. TOTAL
RESPONSIBILITY SHALL REST WITH CONTRACTOR WHO SHALL COMPLY FULLY WITH
LOCAL, COUNTY AND STATE CODES. INSTALLATION SHALL BE IN ACCORDANCE WITH
THIS DRAWING AND THE MANUFACTURER'S SPECIFICATIONS AND RECO)~qENDATIONS.
THE ENGINEER IS RESPONSIBLE FOR THE GENERAL APPROVAL OF THE PLANS FROM THE
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND ALL RELATED CONCRETE
WORK. THE ENGINEER IS NOT RESPONSIBLE FOR THE DESIGN OF THE RAIN SHELTER
OR THE MECHANICAL AND ELECTRICAL WORK RELATED TO THIS PROJECT.
THE STORAGE TANKS MUST MEET OR EXCEED THE DESIGN MANUFACTURING STANDARDS
OF U.L. #142, A.P.I. 650, A.P.[. 620 AND CARRY THE APPROPRIATE LABEL.
THE TANKS SHALL BE GROUNDED.
THE STORAGE TANKS SHALL BE POSITIONED ON A SADDLES SHAPED TO FIT THE
CONTOUR OF THE TANK. SADDLES MUST HAVE A MINIMUM 2 HOUR f']!RE RATING.
SADDLES MUST BE ELECTRICALLY ISOLATED FROM TANK THROUGH THE USE OF
DIELECTRIC MATERIAL.
CONCRETE SLABS IN CONTAINMENT AREAS SHALL BE SLOPED TOWARDS SUMPS AT A
MINIMUM OF 0.5%.
FINAL GRADE TO SLOPE AWAY FROM CONTAINMENT AREAS.
RAIN SHELTER WILL BE FITTED WITH GUTTERS AND LEADERS TO CARRY RAINWATER
AWAY FROM THE CONTAINMENT AREAS.
NO PENETRATIONS ARE PERMITTED IN THE CONTAIHMENT WALL. ALL PIPING PASSES
OVER THE CONTAINMENT WALL.
WATERSTOPS AND PETROLEUM RESISTANT SEALANT MUST BE USED IN ALL CONCRETE
JOINTS. THE WATERSTOP IS GREENSTREAK MODEL #721 OR EQUAL. THf SEALANT IS
PERMAGILE T-2SO EPOXY OR EQUAL.
APPLY 2 COATS OF ACID RESISTANT, PETROLEUM RESISTANT COATING T() T~E~NTIRE
SURFACE OF TH~ CONTAINMENT AREAS. USE PERMAGILE PG-2112-2 OIl EQUAI.
THE CONTAINMENT AREAS MUST BE MAINTAINED DRY AT ALL TIMES. &CCU~LATED
RAINFALL MAY NOT BE HELD. ALL WASTEWATER MUST BE DISCHARGED I'h~ A~RDANCE
WITH A SPDES PERMIT OR HAULED BY A LICENSED HAULER. ~
SITE LOCATION MAP
NT.S.
N. 71o26'OO"E,
50'
EXISTING GARAGE
95,0
SPOT
LIGHT
i-
S.71026'00"W.
~CONC APRON (EXIST)
/ ~CREEN
7 PARKII
I
CONC,
~ AGWAY
PLAN'~ING, 15 WHITE PINESj PiOus strobus, lO' O.C.
43'
EXISTING
OFFICE BUILDING
Jx96,4
CONC, APRON (EXIST)
5 PARKING
FENCE
SPACE
GRAVEL
GRASS
EL. [00.0
GRAS~
~ SEE PARTIAL SiTE PLAN -THIS SHEET~-~
975~ 'EL.
RAIN SHELTER WITH M,H,
.... -- i/- ,o, ,
HIGH CONTAINMENT WALL LOADING 95 I
DO NG /
~95 O~ AT RACK
EXISTING VEGETATION TO REMAIN.
ADDITIONAL pLANTING WHERE
REQUIRED TO SCREEN TANKS
FROM RAILROAD STATION. --
* SURVEY INFORMATION BY YOUNG & YOUNG
~ TOPOGRAPHY BY CASHIN ASSOCIATES
ELEVATIONS ARE ASSUMED
95.7
~9~ 7
SEE DETAIL
SHT~ 3-- RIM EL. 94.5 ~
GRASS
LONG ISLAND RAILROAD
BRADFORD PEAR
Pyrus colleryan¢
EE CURB
LOCATION
SITE PLAN
SCALE: I": 20'
LAND OWNER: ROMANELLI REALTY
374 FULTON STREET
FARMINGDALE, N.Y. 11755
ZONING: LIGHT INDUSTRIAL
CURB
I' TO DISPENSER
P PRESSUI:IE REUEF VALVE
( FIRE VALVE
$ ] SOl.~qO~ VALVE
M' MANUAL VALVE
INTO TOP
OF TAI~
TRUCK LOADING CONTAINMENT CALCULATIONS
CAPACITY OF TRUCK COMPARTMENT = 3,500 GALS
REQUIRED CAPACITY OF CONTAINMENT (110%) ' 3,850 GAL5
CAPACITY OF LOADING PAO'~('{&S~X15') + (40~ x 20') . aR? rl¥-~. 857 CU"FT. ~
CAPACITY OF SUMP #I - 2' x 2' x ~' - 8 CU.FT.
CAPACITY OF LOADING PAD AND SUMP #1 - 857 + 8 - 865 CU.FT.
DESIGN SPILL CONTAINMENT CAPACITY - 865 + 515 - 168%
TYPICAL VALVE CONFIGURATION
AT TANK
N.T.&
TIMBER eT~W97.2®
BO LsL, ARDS ""Nk _
.
2' HIGH CONCRETE
CONTAINMENT WALL
SEE DETAIL~ SHEET ~2-
(468 CU.FT.)
(515 CU.FT.)
- (12' X
TANK CONTAINMENT CALCULATIONS
CAPACITY OF LARGEST TANK - 25,000 GALS (3,342 CU.FT.)
REQUIRED CAPACITY OF CONTAINMENT (110%) - 27,500 GALS (3,676 CU.FT.)
CAPACITY OF CONTAINMENT WITH B" OF FREEBOARD
- (61' x 50' x 1.5') ~ (3.9 GQ.FT. x 151 LIN.FT.) - 3,985 CU.FT.
CAPACITY OF SUMP #2 - 3' x 3' x 3' - ~7 CU.FT.
CAPACITY OF CONTAINMENT AND SUMP #2 - 3,985 + 27 - 4,012 CU.FT.
OESIGN SPILL CONTAINMENT CAPACITY - 4,01~ + 3,676 - 109%
CURB
5')) x 0.5' DEEP
:OPOSED CURB
0.5% MIN.
,, []
10.5'
CONCRETE
,LOCATION DETAIL
N. T.S.
FlU. PORTS SHALL BE EQUIPPED
WITH DRY BREAK FITTINGS AND
BE LOCATED ENTIRELY WITHIN
THE TANK CONTAINMENT AREA.
CONCRETE, TRUCK SPILL CONTAINMENT
FOR PIPE
MEN . PORT.~ LOADING ALARM
PUMPS
SUMP#2
RrM
BC95.2
Tgt~,7
LOADING
-'1
BC95.2
CONCRETE
SUPPORT PIER
RACK
INTEGRATED CURB
SECONDARY CONTAINMENT
PARTIAL SITE
SCALE: I"=10'
PLAN
REVISIONS CUENT,'- ¢F
CASHIN ASSOCIATES, P.C. 7' ,ATE ,SOR,P'O" . OCT=,BB__
.G-B ,S,TE.LAN APPL,CAT,ON BU RT' SRELI ABLE. IN C PROJ,, MA.^.E. SITE PLAN
ENGINEERS- ARCHITECTS- PLANNERS ~:~, . ~ G. MATZ AND
NEW YORK
BOUTE 22
BREWSTER
NE~ YORK 10509
W. HANSOr, LOCATION MAP
CHECKED BY
G.
. t515 'YOUNGS AVENUE
... $OUTHOLD, NEW YORK 11971
1200 VETERANS MEMORIAL HIOHWAY,'~HAUPPAUGE,
255 EXECUTIVE DRIVE 1200 VETERANS MEMORIAL HIGHWAY
PLAINVIEW HAUPPAUGE
NEW YORK 11803 NEW YORK 11788
53-DETl
;I
,
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
ECALE
AS
SCTM # 1000-60-1-6
PROJECT NUMBER
204B-
DRAVdNG NUMBER
SHEET I OF 3