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Home My WebLink About1000-122.-7-6.6 .11 I- ,,..":' .. , , , ,.,. ,. ._ - - - _ ,i _ M1y'J a t„pai,SK r I. 2 3 4 5 " 6 .'. � 7 8' .. 9 1Q . �.�t.. ON LOT 20 o- �T Alro I 6.' 1 -. ---.�-.-.—.--------.—.----- 33/� '--'IIID _W °i LOT ,22 ' - PAVING 7, p' .: 6 i�- DER P N �. EXISTING EDGE OF SHOULDER 9 , LOT 26 .�. .I - -- - ---- -- - - - - - - --- - ------- -- -- -------- -------- 2 -- ----- - -I -- --- - ----------------- ------- --- ----- - --- - `� LOT 8. &v LOT 9 MAIN ROAD ; ( N. Y. S. ZS ) CONCRETE CURB CUT h \., _ DRIVEWAY RAMP PER NYS r FOG LINE 'I a�, p;rll - - -- -- -- -- (NEW) UG ELEC SERVICE(NEW) STANDARD SPECIFICATIONS UI' STATE LOT 27W YORK S.C,T,M. 86 --- ----- --- - ` -- - --- --- _--_- UO TELE SERVICE NEW CT1RB & CONCRETE SIDEWALK EXTENDED - PROP LINE ` - - --- - ---- /- ------ - ---- --- --- �! '------------ -- ------ LOT 35.8 S. M ' LDT SHRUB PLANTING (EXIST) -, -•_:_ ._ _ - -,-,- -. - ; - -, -, -,- - - -, - EXISTING EDGE OF SHOULDER PAVING -� - 'I- - - - - - - - - - - - - - - - - - OT 29.OT 29.4 ` • ;+ fI h�A DMO-. '- - - -'- - - - - - - - -'- - - - - - r , „ SIDEWALK (EXIST) I S.C.T.M. _ N 57 � 'TO" E I 150. (BROKEN) J,I --•--•-----•——R------ --"-- - z• -� -- "r — — ---- -+--?t— ---• — -_- r= ------- �t-_-----------I 1 -----_.—_---. AREA ; 0.822 AC �FND. _ q� ✓` LAWN (N EW) — 0 29.2 LOT 6.6 ,' MON.- 2/ I \ t ARTREEe $ EL 23' NI ✓ DRAIiNAGE CALCULATIONS OT 29.1 �Q� LOT 6.71 -_ (EXIST) - •_• •• •• N - RETENTION CAP ITY REQUIRED FOR A � RAINFALL INC = ARC) �\ •.tz• . w A - NTRIBUTING AREAS (SF) R = RAINFALL (,16CF/SF) \ 4 r N CI NT OF RUNOFF FROM DRAINAGE AREAS :.•;.,v... C OFFl E MH :-RAISED M LCH COVERED PLANTING BERM ,- N.'� RET NTNG v' I LOT 3.1 �O A �1 AREA OF PAVING & EQUIPMENT FOUNDATIONS (C=1.0)= 1393 SF LOT 7.1 {kw ti EL 23 AREA OF DC !QMITEPLANfflNG ROUND BEDS DVER (C 15.05) 5,000 F 900 SF 2'x4'CB b UG GAS PIPING '1 EL 18' - AREA OF ( ) C ELEC TFMR - �C i — - FOUNN>ATION, - •�„ x ,x-->f,✓�, _ x a• m �'' Vc=[(1393 SF x 1.0) + M1,900 SF x ,15) + (5,000 SF z .05)] z ,16CF/SF = 620 OF } fi '• -- •- - LOT 3,2 LOT 2 io S1TE TO BE GRADED AAI SLOPED TO NATURAL DRAINAGE COLLECTION BASIN HAVING .!. 'r t IS GREATER THAN 620 OF REQUIRED. ELEC PANEL •t• a -i (12 WIPE ',,' A RETENTION VOLUME 3000 CF WHICH G E N •'d SUPPORT v . '`� .. 4" 1 BIRCH .fir WCOMPR SSOR IV __ ' MAG+QAM � 4 . RUNOFF COEFFICIpi YAWES TAY' I FRON TOWN OF SOUINMO OFP7 OF HX:NWA15 SiM'OAAO GMMNGS, RECWIME DESIGN EXIST)- FOUNDATION �- UG E 6 � NDODS .. :4!, � :'. „��,"' RIVEW Y � �� ( n A n.N - , .F tl �TI N--' a. B ., I . (NEW) . - i, 4'. + I° . (NF'N) 9 (NEW) x o ttP 2• TREE ,"ai j b • • .Tva;p i� ' •I i `BE REPLACED)EAD TREES i — LOT 8.s PROPOSED MATTITUCK x ,1 P APPROVED BY v tiw. ;' �I pU►NN4Nc BOARD GAS "COMPRESSOR SUFFOLK COUNTY TAX MAP DIST. 1000 SECT. 122 BLK. 7 ••ENTERXI]'•Tl1RN5 — .,r • .• . 'i� : -- _ •`: WN (NEW) I ZONE: GENERAL BUSINESS STATION + ' J °�" TOWN OF SOUTHOLD G(" " ; :' ' ' ":"' I j J Da JUN `1 9 KEY LOCATION & 500' RADIUS MAP ` SCALE 1" = 200' �T�, x =x X x—x x a i,__ i / \ NOTES : •). -. / 30 _0"��'� _� 35 -SOT• _ ••• i ,Lha i/� I 7 • .y- 0 100 -0"' IQp ',"� • DRAINAG7-7777 E I_ _ `'i'r•L - — {� / / ALL STORM WATER RUND-_F FROM IMPERVIOUS SURFACES .AWNS,AND DOLOMITE -AREAS SHALL BE RETAINED WITHIN LIMITS , ;PI . iT.•:`.•- •-��-F��// y'--/-yE-LECTRIC ENG INE -T 6AS•ENGIN�'C•• i ,/ q`a �II� ' • ' ••` ' .'x"3' .•.•.`.`.•.`. •`.`. DRIVEN GAS •.•DRIVEN GABS.K y� , w OF THE PROPERTY AND DIRECTED TO A NATURAL DRAINAGE BASIN LOCATED SOUT OF THE STATIONDRAINAGEi SHALL " COMPRESSOR •'CONSS OCCUR AS A PROCESS,OF NATURAL SOIL PERCOLATION. SEE DRAINAGE CALCULATIONS FOR RETENTION C ACIT 5, :�.:`• �. .� _ / . EL 17.5' r'. % ,, L GI HTING "� z=-== . . - -------------' - ---------------- ----- v AREA LIGHTING CONSISTS OF FIVE (5) 40OW HIGH PRESSURE SODIUM FLOOD LIGHTS MOUNTED ON MAXIMUM FOURTEEN FOOT HIGH • ' � � / � /TND, ',I DOLOMITE GROUND• 'i vWODDS /,,' MON. /8 i LAMP POSTS SITUATED IN THE 'FOUR CORNERS AND CENTER OF NORTH SIDE OF THE FENCED IN AREA. LIGHTING IS SHIELDED AND COVER WITHIN FENCE V •O (EXIST)• // DIRECTED TOWARD THE INTERIOR OF THE FENCED AREA PROVIDING UNIFORM ILLUMINATION OVER THE ENTIRE AREA WITHOUT SPILLIN4. G ]) / o FIN ELEV 18,25' (NOM.)- ` / _ /0;,;' ONTO ADJACENT PROPERTIES. LIGHTING IS NORMALLY 'OFF' WITH USAGE'LIMRED TO PERIODS DURING MANNED OPERATION IJ4 .ryl I o '- NEW) �O r ��, /�/ �O°•' OR EMERGENCY MAINTENANCE ONLY. STATION IS NORMALLY UNMANNED, COMPRESSORS ARE OPERATED *REMOTELY' �� AWS '• t 1 / �� "I ! N - _ L%] -DF NATURALLY ao N N ��I CONSTRUCTION �0. EXI TING DRAINAGE BASIN `(CAPACITY 3OOQ,CFt) - /20 �. 'o " �/ pp NYSDEC FRESHWATER WETLANDS MAP INDICATES A SMALL WETLAND AREA IDENTIFIED AS MT-17 LOCATED IN PROXIMITY 1'° ) �\��`J 1 i � OF THIS PROJECT, THIS WETLAND AREA, HAVING BEEN FILLED SOMETIME IN THE PAST, NO LONGER EXISTS. llia�� o THERE ARE NO "BUILDING" TYPE STRUCTURES WITHIN THE FACILITY. ALL MECHANICAL AND ELECTRICAL EQUIPMENT IS INSTALLED ON CONCRETE SLAB TYPE FOUNDATIONS AND ARE DESIGNED * Y WOODS g0 \�� / - - // FOR OUTDOOR OPERATION. COMPRESSORS ARE SKID MOUNTED WITHIN INTEGRAL MOUNTED SOUND ABATEMENT (ACOUSTICAL) d{ =v j (EXIST) / l ENCLOSURES. THE AREA WITHIN THE LIMITS DEFINED AS THE COMPRESSOR FOUNDATION SLAB AND FIFTEEN FEET THERE �' �' { i: 2 / • % ,�� ` FROM ON ALL SIDES SHALL BE CLASSIFIED AS NEC CLASS 1 DIVISION 2. ALL ELECTRICAL FACILITIES LOCATED WITHIN ( 3 ) - 2`CEDAR (EXIST) - —� 60 / / , / ,i•y0 �'\ \ THESE LIMITS SHALL HAVE AN EXPLOSION PROOF RATING EQUALTO OR EXCEEDING NEC CLASS 1, DNISION 2. �/ ELECTRICAL EQUIPMENT LOCATED OUTSIDE THESE LIMITS SHALL HAVE A GENERAL PURPOSE RATING. � 8 L996 ! I *v*I —•— -- -- •�°/ - --1--f-' — ALL SIDEWALK, CURB AND ROADWAY CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH THE NYS STANDARDS / ' S 570 '10' W - 151.14' TND. ` I�' —SOU HOLDTowN " FN D / + - , AND THE TOWN OF SOUTHOLD REQUIREMENTS ' MON, v / MON. Ili O PLANNING BOARD ' v, / _ Q THE COMPRESSORS AND ELECTRICAL EQUIPMENT SHALL BE SECURED WITHIN A T-0• HIGH GALVANIZED STEEL E / v / /� / / ( A MINIMUM 9 GA. WIRE CHAIN UNK FENCE ATTACHED TO LINE AND CORNER POSTS SET IN CONCRETE. THE FENCE r r �•' / SHALL HAVE A DOUBLE iBAYONET -VEE" TOP SUPPORTING SIX STRANDS OF BARBED WIRE ACCESS SHALL BE tete oK New 1 PROVIDED BY A SIXTEEN FOOT WIDE SLIDING GATE. EMERGENCY EXIT SHALL BE PROVIDED BY A ONE-WAY s .00Re I' 2T OAK (EXIST) TURNSTILE. EACH SIDE OF THE FENCE TO HAVE A COVER OF DUBOISE FENCINGS (WOOD CEDAR PICKET PALING) h'a 4 S ATTACHED TO THE OUTSIDE OF THE FENCE PROVIDING A VISUAL'BARRIER. o G u 1 SITE BEAUTIFICATION SHALL INCLUDE A RAISED PLANTING BERM WITH A DOUBLE ROW OF EVERGREEN SCREEN m L'I� 4' vI 11"' I, PLANTING ALONG THE WEST, NORTH AND EAST SIDES OF THE FACILITY AND AWN CONSTRUCTION. SCREEN PLANTING SHALL CONSp OF TWO, ROWS OF 5'-6' HIGH AMERICAN ARBOR VITAE AND BROAD LEAF RHODODENDRONS '"i^o 4'q 0569y� PLANWITH A CALIPER OF 2 TO 3', STAGGERED SPACING AT MAX 6' O.C, m R�FFSSIONP&� DRIVEWAY CONSTRUCTION SHALL BE COMPRISED OF A,MINIMUM 4" THICK BASE COURSE AND A MINIMUM 1 1/27 r 1 't, - TWO ROWS STAGGERED 6' O.C. OF THICK BITUMINOUS CONCRETE TOP COURSE. THERE IS NO DRIVEWAY CURBING, THE DRIVEWAY SHALL BE CROWNED ,bef:,>gl SODIUM VAPOR AREA LIGHTING NEW 5'- 6' HIGH EVERGREEN ALONG THE CENTERLINE TO PREVENT'PUDDUNG. EXISTING NATURAL DOLOMITE GROUND (TYP 4 CORNERS) SCREEN PANTING ON TOP 6 2, ` i "� rCOVER WITHIN FENCE - �, OF RAISED EARTHERN BERM PERCENT OF LOT COVERAGE BY STRUCTURES = 3.3% NOV 0 61996 j VEGETATION TO REMAIN - A 1 UNDISTURBED ELECTRICAL POWER -EXISTING TREE TYP) PERCENT OF LOT FOR PAVED PARKING = 3.9% �wp,Ecw, H�yEv.ro� :gT,E / T/C ELEV 18,75' 1 rgp1D CONTROL CABINETS NEW 7' HIGH CHAIN LINK FENCE (DEAD TREES TO BE REPACD) PERCENT OF LOT FOR LANDSCAPING - 92.8% m YORKST / W/BARBED WIRE TOP AND CEDAR • - aITERATIUN OF iws noGONEH� Ex PT AIt ( GAS COMPRESSORS IN I TRANSFORMER PICKET PALING COVER / ELEV 23' (NOM.) ucENsen PRorzssmwav EHR� EER Rnt¢GnR ACOUSTICAL ENCLOSURES ELEV 20' (NOM. - 1 l\ , 10'-O" 10'-O 5-0° AWN / / NEW CONC O,1,RB k SIDEWALK ❑ /� GAS PIPING _ _ ---- - -- / PLOT PIAN ' / — -- aCI �° LEv 1a'�NOM.)_ % &� MAT"XK' COMPREMR $T TION r •�n�hu �. ' - - -� I - -'�'�_ - -6 - DRIVEWAY PROFILE I- - I';I�� •• _ - —IR+eao REV TINCanR PUNxixC eRrAR GONREmk Ren swW xex _ . MSL u'D, p:AN � N �t --- — LONG 15LAplt3 LIGFITtNG Cr , ?• A OFFICE OF, ENOINEERING ' �_ TIMBER RETAINING WALL PATCH PI{ G \` 6" GM (EXIST) s " � 7EW EvuP ARRWcoR•Y, a-i0�40 ipRRONxc.mAO wnmvu - T a 80TH SIDES OF RNEWAY cAeoo wEvu[R,rRaveEo psm�aF NcaaNs 17$ EAS OC41 COUNTRY ROAD: yw _ NEW PILE SUPPORTED Q ALONG N CURB _ PWR ___ _-_ �{ F NEW UO GAS MAIM ii'I ' 7^00' _EgE.{gaeovm_w v ,_gam_ Qy�_ 'MICKS .LLE, NEW YORK COMPRESSOR OUNDATIQN ; PIPING i0 COMPRESSORS 0 0/1 OWE �e40 O �®FOW,MIS�' r 'Y'' !' °' alcA - scNr ,per `° ",1r CROSS SEC IT ON VIEW A-A =2D (u-o):' AwG xR No. VAX W.O.w0oC^ICRwrwx OWN 6V ckP ' SCALE 1" = 15' _ GO/UN Ws FILE NO _ "�• _ - u iu eTMIWAMc,swµ .WrEArnk�Fn� OrAW61MAISO 'F6460 mvcpWu • _ ,, � r a01IMI-x0 Tea t ,,: ', . , „ , .i. ,.. . . ,. .. . , , „- n e, • tll„ 4. .,.*, ' • ,. .y ,'.1. , 5 � 4 „ I .a dp'DI,