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HomeMy WebLinkAboutTransfer Station & Residential Dropoff 2005 Col"'STRUCTIOP DRAG 'lt'GS FOR THE TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROPOFF SUFFOLK COUNTY , NEW YORK MARCH, 2005 ' w GOLDSMITHS INLET .•C„R,�- Kh LONG ISLAND SOUND SITE ) k • ? \ PECONIC w � CAPPED _ DFILL PROJECT AREA �w a 5�' GREAT PECONIC BAY . S 4 0. q , -""_�,./`Ji)j?^.fin• J �R 'R N CUTCHOGU ►.�. GREAT �ra PECONIC 'a t1y BAY q" SITE LOCATION MAP PROJECT LOCATION MAP SCALE. 1" _ 1-000' ± SCALE: 1" = 500 t i INDEX OF DRAWINGS a z 1 COVER SHEET 12 LAYOUT PLAN(NORTH) 23 TRANSFER STATION FOUNDATION NOTES AND SCHEDULES 34 ATTENDANT'S BOOTH PLAN&DETAILS S-1 SANITARY OVERALL SITE PLAN 0 2 LEGEND AND NOTES 13 LAYOUT PLAN(SOUTH) 24 TRANSFER STATION TIP FLOOR PLAN 35 GRADING &DRAINAGE PLANS S-2 SANITARY PLANS 3 EXISTING CONDITIONS(NORTH) 14 WEIGH FACILITY PLAN&DETAILS 25 TRANSFER STATION FLOOR PLAN 36 WEIGH SCALE RETAINING WALL S-3 SANITARY DETAILS 4 EXISTING CONDITIONS(SOUTH) 15 SITE WEIGH SCALE DETAILS 26 TRANSFER STATION ADD ALTERNATE 37 STRIPING &SIGNAGE PLAN(NORTH) S-4 PROPOSED WATER DISTRIBUTION c 5 OVERALL SITE PLAN 16 WEIGH SCALE SECURITY&RADIATION DETECTION PLAN FLOOR PLAN AND SECTIONS 38 STRIPING &SIGNAGE PLAN(SOUTH) S-5 WATER SYSTEM DETAILS F 6 DEMOLITION PLAN(NORTH) 17 GAS VENTING PLAN AND DETAILS 27 TRANSFER STATION MECHANICAL&BATHROOM PLAN 39 PLANTING PLAN W-1 PROPOSED TANK PLAN F v_ 7 DEMOLITION PLAN(SOUTH) 18 ADMINISTRATION BUILDING FOUNDATION PLAN 28 TRANSFER STATION ROOF PLAN 40 SITE DETAILS 8 PHASE 1 CONSTRUCTION PLAN 19 ADMINISTRATION BUILDING RAMP/STAIR 29 TRANSFER STATION ELEVATIONS W-2 DETAILS PLAN 41 SITE DETAILS WD-1 WATER DISTRIBUTION PLAN o 9 PHASE 2 CONSTRUCTION PLAN PLAN AND DETAILS 30 TRANSFER STATION BUILDING SECTIONS E-1 SITE ELECTRIC PLAN(SOUTH) B-1 TEST BORING PLAN 0 10 PHASE 3 CONSTRUCTION PLAN 20 TRANSFER STATION FOUNDATION PLAN 31 TRANSFER STATION PLUMBING PLAN E-2 SITE ELECTRIC PLAN(NORTH) B-2 TEST BORING CHARTS PREPARED BY: 11 PROPOSED ENTRY ROAD PLAN 21 TRANSFER STATION FOUNDATION WALL SECTIONS 32 TRANSFER STATION ELECTRICAL PLAN E-3 SITE ELECTRIC DETAILS L. K. MCLEAN ASSOCIATES, P.C. &PROFILE B-3 TEST BORING CHARTS CONSULTING ENGINEERS 22 TRANSFER STATION FOUNDATION DETAILS 33 HOME EXCHANGE PLAN&DETAILS FW-1 FIRE WELL PLAN 4 3 7 SOUTH COUNTRY ROAD a LMKA FILE N..04050.000 GENERAL NOTES 1. THE CONTRACTOR SHALL PERFORM ALL S1 SURVEY WORK NECESSARY TO INSURE THAT ALL WORK IS PERFOR: SHOWN ON THE PLANS. WHEN REQUIRED PROPERTY LINES SHALL BE LOCATED. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE L E G E N D OF MARKERS, PIPES, MONUMENTS, STAKES, ETC., THAT FALL ON OR NEAR THE WORK AREAS. THESE MARKERS ARE TO BE RETAINED. IN THE EVENT THESE MARKERS ARE REMOVED, BROKEN, OR DESTROYED BY THE CONTRACTOR AT HIS EXPENSE WITH MARKERS OF EQUAL ` SIZE AND QUALITY AND SHALL BE REPLACED TO THE SATISFACTION OF THE ENGINEER IN THE IDENTICAL LOCATION TO THOSE REMOVED. 2. IN THE EVENT OF DAMAGE TO EXISTING CABLES AND UTILITIES, THE ENGINEER AND THE UTILITIES ARE TO BE NOTIFIED IMMEDIATELY AND THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. EXISTING SYMBOLS PROPOSED DESCRIPTION 3. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. DISTURBED AREAS SHALL BE DETERMINED BY THE ENGINEER -fr PROPERTY LINE _& UTILITY POLE 4. THE CONTRACTOR IS CAUTIONED TO AVOID DISTURBING ANY EXISTING FENCES, HEDGES, SHRUBS, TREES, ETC, THAT ARE ADJACENT TO THE CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. THE COST OF REPAIRING OR ADJUSTING ANY SUCH DISTURBED }--- GUY WIRE AREAS WILL BE AT THE CONTRACTOR'S OWN EXPENSE. IN THE EVENT THAT TREES ARE ENDANGERED, THE CONTRACTOR WILL TAKE ALL PRECAUTIONS TO PROTECT THEM AS DIRECTED BY THE ENGINEER. EXISTING CONDITION PHOTOGRAPHS SHALL BE TAKEN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. �o CONTOUR (1' C.I.) RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC FROM HARM. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS TOOLS, EQUIPMENT AND MATERIALS, 5. THE CONTRACTOR SHALL SUBMIT A COPY OF HIS AGREEMENT WITH THE PROPERTY OWNER FOR A CONSTRUCTION STORAGE YARD. HE SHALL ALSO OBTAIN PRIOR LOCATION APPROVAL FROM THE TOWN TO AVOID VIOLATION OF EXISTING ORDINANCES. THIS APPROVAL WILL NOT CHAIN LINK FENCE 6. THE CONTRACTOR SHALL REESTABLISH ALL BENCHMARKS AND BASELINE TIE POINTS EFFECTED BY THE PROPOSED WORK. _ FENCE GATE . THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE CURRENT NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE ENGINEER. EDGE OF SHRUBBERY S. CONTRACTOR EMPLOYEE PARKING SHALL BE AS DESIGNATED BY THE ENGINEER. EVERGREEN TREE OR SHRUB O DECIDUOUS TREE OR SHRUB 9. THE CONTRACTOR'S ATTENTION IS DIRECTED E THE FACT THAT DUE TO THE NATURE OF CONSTRUCTION PROJECT, THE EXACT EXTENT OF CONSTRUCTION WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO COMMENCEMENT OF WORK. THESE CONTRACT - - - CENTER LINE DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER AVAILABLE INFORMATION. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS AND OR A.O.B.E. EDGE OF ASPHALT 10. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMITY WITH THE TOWN OF SOUTHOLD SPECS AND THE FOLLOWING: GMW-5 ",1�I! • a) THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AS AMENDED. O BOLLARDi', ,� O GAS MONITORING WELL b) THE CURRENT NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (NYS M.U.T.C.D.) - O GAS VENT 11. PEDESTRIAN SAFETY AND PROPERTY ACCESS MUST BE MAINTAINED AT ALL TIMES TO THE SATISFACTION OF THE ENGINEER. /-/-/-/77TTTT/-/772. ® GAS MIGRATION TRENCH �J111 111L1 12. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT OF SANITATION ANDEMERGENCY RVI F Oh WEEK PRIOR TO nusTallr* IN ADDITION, THE CONTRACTOR SHALL RE-NOTIFY 24 HOURS PRIOR TO OPERATIONS WHICH WILL AFFECT THE FREE FLOW OF _zZ_ EMERGENCY VEHICLES TO AND THROUGH THE CONSTRUCTION AREA. ________: ® RETAINING WALLS 13. SHEETING SHALL BE USED AS REQUIRED FOR THE SAFETY OF EMPLOYEES, THE PUBLIC AND PROPERTY EXPOSED TO THE HAZARDS OF ANY TRENCH OR INTO ANY EXCAVATION. SHEETING SHALL BE ADEQUATE AND CONFORM TO THE PROVISIONS OF THE CURRENT CONCRETE CURB INDUSTRIAL CODE RULE 23 AND OSHA REQUIREMENTS. O' FLAGPOLE (ON-SITE RELOCATION) CALCULATIONS AS WELL AS DESIGN SUBMITTED AND REVIEWED PRIOR TO THE START OF CONSTRUCTION. 14. A SHEETING DESIGN IF REQUIRED, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND COMMENT. THE SHEETING DESIGN SHALL BE STAMPED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW YORK. AND CONSIST OF ALL APPLICABLE DESIGN ASPHALT PAVEMENT C AS SCHEDULED 15. HE CONTRACTOR SHALL PROVIDE TEMPORARY SHEETING FOR ALL EXCAVATIONS IN EXCESS OF 5 FT. IN DEPTH AND/ OR REQUIRED ON THE PLANS. ASPHALT OVERLAY AS SCHEDULED 16. TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL MEASURES SHALL BE ESTABLISHED PRIOR TO EXCAVATION. CONCRETE PAVEMENT 17. VERTICAL DATUM INDICATED REFERS TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) . AS SCHED. & DETAILED CRUSHED STONE PAVEMENT 18. ALL TRAFFIC SIGNS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. AS SCHED. & DETAILED 19. ALL AREAS OUTSIDE PROJECT LIMIT LINE SHALL REMAIN UNDISTURBED. ALL AREAS DAMAGED BY THE CONTRACTOR OR THE CONTRACTED EMPLOYEES WILL BE REPAIRED IN KIND TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. Vim/ SIDEWALK CURB RAMP WHEREVER ANY ITEMS HAVE ARCHAEOLOGICAL VALUE ARE ENCOUNTERED IN THE COURSE OF THE WORK. THE CONTRACTOR SHALL IMMEDIATELY HALT WORK IN THE VICINITY AND CALL TO THE ATTENTION OF THE ENGINEER THE PRESENCE OF SUCH ITEMS. THE ENGINEER .I 0. - SAWCUTTING WILL EITHER ORDER WORK TO PROCEED OR INSTRUCT THAT THE WORK BE HALTED UNTIL THE COUNTY ARCHAEOLOGIST CAN BE CONSULTED AND PROPER STEPS CAN BE EMPLOYED TO PROTECT AND EXTRACT THE SPECIMENS. THE CONTRACTOR SHALL HAVE NO CLAIM TO �L OWNERSHIP OF ANY SUCH ITEMS NOR TO EXTRA PAYMENT FOR DELAY WHICH MAY RESULT. RIM EL. CURB INLET - CATCH BASIN IN DETAILED Le17 =ME ` m 21. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE "GOLDEN NEMATODE QUARANTINE" OF THE NEW YORK STATE DEPARTMENT OF AGRICULTURE AND MARKETS REGULATING THE MOVEMENT OF TOPSOIL MACHINERY AND EQUIPMENT IN NASSAU AND SUFFOLK COUNTIES. \\a RIEEL FLUSH INLET - LEACHING 0 22. THE CONTRACTOR SHALL IS CAUTIONED THAT THE LOCATIONS OF UNDERGROUND UTILITIES NOT SHOWN MAY EXIST. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF AND VOLTAGES OF OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO ®1=12 0 BASIN AS DETAILED i` WORKING IN THE AREA AND TO AVOID INTERFERENCE. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 0 23. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGE TO NATURAL GROWTH WITHIN THE PROJECT AREA, THE CONTRACTOR WILL BE REQUIRED TO REPLACE AT HIS OWN EXPENSE, TREE, SHRUBBERY AND OTHER NATURAL FEATURES DESTROYED OR DAMAGED LEACHING BASIN WITH �^ 1$" DIA. DRAIN PIPE AS THROUGH CARELESSNESS. 24. THE CONTRACTOR IS ADVISED THAT A SINGLE LANE OF TRAFFIC MUST BE MAINTAINED ALONG THE ENTIRE LENGTH OF THE ROAD FOR RESIDENTS AND EMERGENCY VEHICLES AT ALL TIMES. DETAILED 25.a THE CONTRACTOR SHALL INCLUDE A MAINTENANCE AND PROTECTION OF TRAFFIC AND CONSTRUCTION SEQUENCING PLAN FOR REVIEW BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. TRENCH DRAIN WITHDRAIN PIPE AS DETAILED 3 9 26. THE CONTRACTOR SHALL INSTALL THE PROPOSED DRAINAGE IMPROVEMENTS WITHIN THE EXISTING ROADWAY LIMITS WHEN POSSIBLE. ti PROPOSED LIMITS OF z° 27. AREAS DISTURBED ALONG THE ROADWAY SHOULDER SHALL BE RESTORED TO EQUAL OR BETTER CONDITION. EXISTING CONDITIONS SHOULD BE NOTED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE GRAVEL DRIVEWAYS. MAIL BOXES, SHRUBS, ETC. GRADING HANDICAP ACCESSIBLE 28. BASE MAPPING, TOPOGRAPHICAL DATA AND PROPERTY LINES AS PER FIELD SURVEY BY LK. McLEAN ASSOC., P.C. OF NOVEMBER 2004. I L f I STALL AS DETAILED 9 L W 29. THE CONTRACTOR SHALL BE AWARE THAT THIS CONSTRUCTION PROJECT IS ADJACENT TO A D.E.0 APPROVED CAPPED LANDFILL AND NO CONSTRUCTION WORK OR STORAGE SHALL OCCUR OVER OR WITHIN THE CAPPED LIMITS. i 3 { PARKING STALLS AS NOTED o (4" WIDE WHITE PAINTED i STRIPE AS SPEC.) �n ABBREVIATIONS TOPOGRAPHY (DRAINAGE) X_-7.50 SPOT ELEVATION N A.G.B.E. AS ORDERED BY ENGINEER BC BOTTOM OF CURB U @ BASELINE BLDG. BUILDING CENTERLINE C.B. CATCH BASIN CONC. CONCRETE CMP CORRIGATED METAL PIPE eco C.C. CENTER TO CENTER C.F. CUBIC FEET C.L.F. CHAIN LINK FENCE F.I. FLUSH INLET - a DIA. DIAMETER ELEV. OR EL. ELEVATION DWG. DRAWING INV. INVERT E EASTING (OR EAST) L.B. LEACHING BASIN $ EXIST. OR EX. EXISTING RIM TOP OF RIM (GRATE) o FT. FOOT S.F. SQUARE FEET HOPE HIGH DENSITY POLYETHYLENE TC TOP OF CURB I_ IN. INCHES VERT. VERTICAL a LF LINEAR FEET I DATE I BY I DESCRIPTION APPROV.BY MAX. MAXIMUM REVISIONS MIN. MINIMUM MTD. MOUNTED IN NORTHING (OR NORTH) TOWN OF SOUTHOLD NIC NOT IN N0. NUUMBERCONTRACT �'�.".` SUFFOLSOUTHOLD LANDFILL COUNTY, NEW YORK NTS. NOT TO SCALE m O.C. ON CENTER (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F O.D. OUTSIDE DIAMETER a PT POINT LEGEND AND NOTES .°c PVC POLYVINYL CHLORIDE PROPEo R= RADIUS RTY LINE L.K.bfcLEANASSOClATES,P.C. o R.C.A. RECYCLED CONCRETE AGGREGATE CONSULTING ENGINEERS SPEC. SPECIFIED 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK S SOUTH o SCH SCHEDULE FDrawn ByEiTFC Scale:N.T.S. Dwg.No. d. W P WEST AL y: Date:Feb.2005 By: /CFD File No.04050.000 2 - NO / C L N 297315.13 E 2414680.11 571 T LIVE 55A=47 S 6� 57.NAL MAG SET it 67 EX. H. APPROX. LIMITS O " ' . ., oo LANDFILL CAPPING Sx io ry I 41 d 400 � ! / it� I � � ), ."' ' p � ^oo ,• �i r � • S6.33 o f 1 > r \ Bm N 296547.42 ; E 2414477.86 m / / 1 0 / r DATE DESCRIPTION APPROV.BY BY 'O� -- REVISIONS TOWN OF SOUTHOLD w h 8u � •-� I � � w� � e� + �", � ( �� �O SUFFOLK COUNTY,NEW YORK ARA SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) T LINEA-�'' EXISTING CONDITIONS PLAN (NORTH) J , 0 MATCH LINE B-B � •/b / � � ` L K MCLEANASSOCIATES,P.C. o ter / �' I CONSULTING ENGINEERS 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK Designed By:CFD Scale 1"=30' Dwg.No p; ( + ^• --- ,� Drawn By: LMY i Date:Feb.2005 rApproved By:JFC CFD I File No.04050.000 3 . y � APPROX. / �� v ° ,55 MATCH LINE as LIMITS OF = y - LANDFILL CAPPING I : l _- 24"DIA. C.P. PIPE 637 - - 51.42 a NAL MAG SET - -- -- - — �rl N 296186.22 E 2413881.94 y" TOP=45.08', 7. NAL MAG E 2414378.52 � Q� rf gp 73 asp • _ QJ A IT- Y 'N X" v / i .C, x _ _ _ _ Q \ I DATE BY DESCRIPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD m _ SUFFOLK COUNTY,NEW YORK MAR.`A".` SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) EXISTING CONDITIONS PLAN (SOUTH) / -NiP � L.K.McLEANASSOCL4TE'S,P.C. S szCONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK Designed By:CFD Scale:1"=30' Dwg.No. Drawn By: LMY Date:Feb.2005 a lApproved By:JFC CFD File No.04050.000 tI , rnurunLo NUNiN hs''. OVERFLOW DRAINAGE �\S �\So MATCH LINE A-A `(IViL T) ) -- sL 33 am T-) ))� o j 3 �C PROPOSED N TRANSFER STATION r BUILDING r I ♦ d 24-or.C.P.I / +/ NW.-45M d l x\ Y Cal. EVERGREENS TO ry o RESERVED & PROTECTED a � � 2 r 3'-4" Cal. TREES TO 0 �3 o p�F-a... 'ESERVED & PROTECTED / i�r err 2 w % TOP-45•98' APPROX. SITE PLAN (NORTH) LBMS OF 1 •\,_ '�` \ LANDFILL - • "r �� ,PROPO �_ CAPPING SED •�, SOUTH �a� 5F nwat/e v APPROX. i DRAINAGE LIlVIITS OF \ \ AREA \ �,,. !. �) RGREEN / a LANDFILL \ r\ i TO RESERVED Q' ''• !'� - '* .�"�, o i /& PRO D CAPPING SOO 3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD e G� - 8S• j DATE BY DESCRIPTION APPROV.BY / _ * REVISIONS o \ TREES TO PRESS r - �, ` I r ' r-<: \ PROTECTED ` l > TOWN OF SOUTHOLD RO8• PROPOSED NORTH SUFFOLK COUNTY,NEW YORK ^o' ^S DRAINAGE yN S> L'E&.` 409 ?u'• (� OVERFLOW AR \ SOUTHOLD LANDFILL F 3 - 29, ..,�iy h\ >S50 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) OVERALL SITE PLAN L.K.McLE"ASSOCMMS,P.C. c O \ CONSULTING ENGINEERS o I / 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK SITE PLAN (SOUTH) \ to Designed By:CFD Scale:l"=40' Dw .No. / \ \ `\ ✓ y Drawn By: LMY Date:Feb.2005 g w \ / Approved BY:JFC CFD File No.04050.000 5 LEGEND BULDING AND FOUNDATION DEMOLITIONlb 41 etr o, PAVEMENT DEMOLITION � ' N MATCH I*E A �' ' PMIL LE AREA OF COMPACTED EARTH,GRAVEL.,CRLU-ED GLASS,STONE BLEND AND STONE TO BE FOAOVED PRECAST CONCRETE FETAIJNG WALL BLOCKS (HEK)H T VANES) r \ D.M.H./6 jig' /y Y oXUrNG rap-RAF swot TO S.(`C.B. 2REMAIN AND HE PROTECTED OWING CONSTRLICTION TOP446. 0, '. SOO i r APPROX. 1 ~ f 8s' BAWCGr ASPHALT- r / PLLL DEPTH r LIMITS OF r - F 9 , L6ff OF DEMOLITION- q / '_'+.^LE - )) , ` -i ,� CONTRACTOR SHALL FE40VE LANDFILL f i i ,T: �.; .. ALL STFIL CTUIE&PAVEMENTS. CAPPING—� i� , / ' ',.'- I N WITHIN THIS AREA OR AS NOTED t - WELL TO BE ABANDONED� OWNER u , i 7190 f. 7(/ , GF$ISHEDGI-ASS.7'1 I EXISTING ...... /\EXISTING WOOD tPLiT IW. � 70 FENCE TO HE SALVAGING. STONE,AND GRAVEIIL 'U ... ....POSTS AND PALO TOE ., , .• BLEND.TO BE DISMANTLED AND STACKED " + ONSITE PLEER I BY T•E OWNER .N .\\ .REMOVED m d ��.\ .•n I ...... + �. .��•�_ �•\V.�.. d /'_. �. •. \ �. .�.'.......... .... ..... N 296547.42 E 2414477.86 PIE RELOCATED OWNER TO BE / !/ ....... �..... ...Il .'.''..'.. ' ' / WOOD RETAaa WALLS TO BE.... REMOVED Of THE CONFRACTOR. /. . y . ....c ....rlL w 34 j.....� '�/ . ..'.� ..'.'. f... .:.:....:...:..:.: a ti ppp 111 ::::::.:.:f:.. mh .......�.�. �\��� .. .. .. .... .^.. .... .. .. ...... A. .. . = J •\.,. {. ...... '.`..;.. ..,, , ; SAW Cur El�TNO ',•!!i,:n„ ... ...L.. ASPHALT-RLL \. .''' oar" .....'.... i ..... ....... ........ ; g /}7 .. . ....... r �.'.'... .. G .... .... . / / AM simism TO I .. NOTE /�� • ' 1 IETAMq wALL.S AND tLABB BE�rO�� �j ` ® Ewagwo""ELLTOE � / �� THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVING a ,\a;. ... "^ ® // 1 ACCORDANCE wren eca�e STANDARDS f'! MATEDRDTE��� ALL STRUCTURES, PAVING, LANDSCAPING AND ur GALLON AND PRE« / MISCELLANEOUS ITEMS LOCATED WITHIN THE PROJECT / ! I// EA K STQPE AND 16 AREA a /: t3RAva 70 E - BNrrNG moo DNS Fwi TANK-TOBE ABATED AND REMOVED,WITH & / eYare OVERHEAD STFILPOILIFIE PRECAST CONCRETE eLoacwAUN To r£ / / �h. ; '.' .'.'..' / / a DISMANTLED BY TOM FORLBg / rI -' ss LT ...,.''� l r i/ DATE BY I DESCRIPTION .APPROV.BY WOODA�AM TETAINI NG WALLS TO E, 1 , O i ddd REMOVED BY THE / A �: ; ip y /IJ REVISIONS ..'... .'.. 4 h A �,°.... .. I DOMINGUDEFKWKX DN�TAW � � � TOWN OF SOUTHOLD �. �:':: ..'. .. '. TO E ABATED AID REMOVED L��1��1� ,� �. . : , . ;Y /' suFFOLIc courTTlr,xErl YORx w a \ LEAN TG erRu mnETGTrE).' f wn> b/ � % �°j C U r REMOVED COMPLETELY.i... ..V. � � ELECTRICAL COMAA(.Tpi SHALL I � � � ' �„ SOUTHOLD LANDFILL ate. : \'.'.. r 1 • i f. ... / RELOCATE THE E)0SIT10 GENERATOR (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) .. .. .. ..... .: / .� WYTAN«AND TRANSFER SWROFPq a 1.r . •.• ._•'.•. .. OV TOEDOCOIaECIEDFORWM- � ( TCH A-A DEMOLITION PLAN (NORTH) � �. ►1. / / TT3PORARY erauoE wLL E / REa,rED mrarD CONSTRICTION i 'o F>EnlG woad TPur RA� \ .� ..'. / / $ A ' L.K.MCLEAN ASSOCIATES,P.C. c FENCE TOESALVAG®. ;. : ....... /// / �// CONSULTING ENGINEERS o POSTS AND RAILS TOE �,/ / DISMANTLED AND STACKED --1! I : ..'.l .. ..... / / / 437 5 .CO AD,BROOI{HAVE RK ,/Ate' \/l. i � � 0 COUNTRY RO N,NEW YO Mroi ONNiTE FOR LOSE BY THE OWNER ° /I .\ Y�"` ../ ... .. A3PHAtT . ... �' o —/' �,'•,,.'../ / } // i �¢ Designed By.CFD Scale:l"=30' Dwg.No . PAVEEENL ./. REMOVAL.'.. / .......... .....' k ^. / ' -T Drawn y: :LM CFD Date:Feb.200 000 �LPS,OICEIL TO!wmLse®NBy,WA MOVED of pODar 00mm APPR07 �r ; EXIT11140 E D FLU.TAW TO BE ABATED AND FIENOND LIMITS OF :.. f� ,' COMPLETELY.aT.I.: y :u . ��A LANDFILLS l I N / a C -' _ \: / v) ELE7RiCAL CONTRACTOR 81i4.L . 1 �` I .. 'i � ��x ' } DA�ttMKT�ONTM GB6,ATDFV LEGEND CONNIE CAPPING a k r. \ / Co TEMPO UUTYTomD WLi E EMM WOOD GPLIT PAL A > % MATCH I.IlYE B-B - r I lEOIE�DI11NO CO18IN1CTIN1 BUILDING AND FOUNDATION DEMOLITION FENCE TO E SALVAGED. /� ....*. . '`.,..,. POSTS AND RALB TOEe�¢oi. k' l ON6TE USE Gov` _— o /I .CKED �' _/d .�,. i' DEINOLITION�3"F 8TT$;?c:. ASPi�ntr // PAVEMENT DBNOLMON Z/( N SI�DINQ REMOVAL. AND C n�j' AREA OF COMPACTED EARTK GRAVE_,CRUSFED PIEGVST CONdEIE BLOCK WALLS TO BE / 4 `y GLASS,STONE BLEND AND STOPS TO BE REMOVED DISMANTLED BY Tawi wnci$ -� ,/ // / •: FOUNDATIONS i.'. WOODIP�f®TAAIMw E --p 1 : ., :..j� //• ... ; .� .'. ,. r. ETC. +`THE c=cmnvjcm .I� t.. \ .. r;; / ...r// / =x PRECAST CONCRETE RETAINING WALL BLOCKS(FEKW VANES) �1 24'"DIA. C.P. PIPE --_ h ' ./`�EARIF1'b&Ot '+C�''r '.'�5. NV.=45.59' —' . OR' AVELBL13�DTOSE S.. k E103Rp 80UD WALL TO FEMAN �� 9. AND E PROTECTED gs,A7 ' —-T {�S ...... .. ... y.:\:' , ... SOMM TTIALER STARS,SEPTIC `;�� ` `/•: .'.\ FIIILT..... :.:..: '��� f... �. .....1.......... / / AND OILII®TO FEMAN // ... ... ..... :. ...':�:.'.'.:.:......1:-'.�,�..... .•i�.� E)O THO SEPTIC LPE FROM ADMIN.EIIONO TO '°�.*` ., ... .. ... .�. ... ........... . ...... - .. .. .�.'. ` EFE OVD AND OEM TANG TO REMAIN AM •.... .•. •..............:..�...... .q1k. ... .... n- +\ E PROTECTED AID PAB[ED WITH CONCfEIE .. ..'.'...,•................. . :*s............. '.'�'.'. y, N. T„'� \.� + SAW COT SIDEWALK ' BUIDPD TD E TBOCATTD PULL DEPTH .�... ...... .....:. ..'h;�;:,..,.,... .... ..... .... .... ....'.\.'.'.'. - Rip-FAG /� DUALS DWG 1 ..1.,. \' �.. .,�• ...•.... .. .. \.. �n .. ALL FOUNDATIONS,UILITE8 N 1 / f .. .a ` .. �'.'. `L ... Qa�ryc + BIDEWALKS STEPS AND NALPM TO 1 .. ....... aAm = Z .S62 EIEiDVTD 3;3T�� .a-A.Yy-.�-..7- '°� "•'o, .... .D �"\•`' �Q. "'� r. , �S(,� TETArIIO WALLS TO BETEMOVED ...'\.,,,,�. .. ..'. ... n yam'+ _ •�'� � F WOOD Poer Mo wu.a aw.L E IEIIOVTD AND SAVE FOR USE BY THE '°a a \/ r ,t�M.H. A ..•. ."� ' PAS HOUSET0; .. '�' .. .. \ Taws TOP-45.r8. ( gam...^... tag -i- 'T RF \ . •'�`' ' ...... q9 �y .` a. DTecal�c,•(T®AND ....`...\.. .. \.. .... ..... _�. ='• �, •:�-'ti.q°Ve. - nmi ��-�-�-�='+l � lr ..1 1 1 tea+� a ..... ....... .��. \ ...'\ ...... �.1z"�. .. �`"'"•� °SIN°HIt$APPRO�ACTEEi TO TB�ianED ,� \�. ... r�d•�• �_�,..... �g,_ ..'. „ :: :'"'�'•........ \ ' rn -:'- =�.,:7•! + \ `�� a. \.. ... >a, ..AND ASPHALT \ v ci v :�'y,�. RBJOVAL' i \m ME CHAIN LINK PCCEA '4 ...... ,.�•.... ` /Q 4J \,�. a: GATE TO T6MN. a \CONTRACTOR SHALL \ ♦ .... ..... .... LIMITIS OF ry ALL v / -\ C�M POFEIBBP,IO /,/(•i� \\ ENB OW�t�IIA1�R .' .... ..... \ d \ WITHIN THIS AREA OR AS NOTEF3:'\ 1 !,` � IE RILL OEBM.i qMG ...... ..'.'.'.'.'... PARKNo 1 ;� ..� ;........... ....'.� 3 + \ ..'.... PA .. 9BEE STE DETAILS DWQ ly V. s {�� �' `+=` +': }� \ \\ I\ ��\� DEPTH 29 FULLTHE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVING ALL STRUCTURES, PAVING, LANDSCAPING AND N N _ �' „ �° ) /� MISCELLANEOUS ITEMS LOCATED WITHIN THE PROJECT 1 AREA o ol / \ r DATE BY - DESCRIPTION JAPPROV.BY ` `// REVISIONS TOWN OF SOUTHOLD q4y L IC AR A SUF SOUTHOLD LANDEFILL ORK F /ij �� / (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) f� / , DEMOLITION PLAN (SOUTH) o / S� Q., L x.3tcLEANASSOCl4TES P.C. X/, CONSULTING ENGINEERS o / 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 Designed By:CFD Scale:l"=30' Dwg.No. i Drawn By. LMY Date:Feb.2005 a. JAppr.ved B :SFC/CFD File No.04050.000 E f I. 6 }r f AA z u ry x 1 FIE C&D --_ -- - TD N MSW -. A^ r. —' ACNVE .., »44<yg� NOTE: I ; ► i i �� THE CONTRACTOR SHALL USE THE PHASING DRAWINGS FOR EDOSTING SCAL „ STAGING, MPT AND CONSTRUCTION SEQUENCING. THE ' DOING TO IN TIVE ES"°,G AS 1 �^ o CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY COORDINATION to °oaos� v j WITH THE TOWN FORCES AND ENGINEER. THE PROPOSED E%I EXISTINGMSW 'I PHASING SHALL BE A GUIDE FOR CONTRACTOR AND MAY BE BE CLOSED DROP-OFEAR REMAIN ACTIVEE TO MODIFIED WITH APPROVAL OF THE TOWN AND ENGINEER. TO DROP-OFF BUI N ci uz 5�1 35.2 j..H j — e o' o I ..:{dk ¢437.4 co I i rrr -L x r PHASE 1 CONSTRUCTION: F` DEMOLITION OF ALL EXISTING STRUCTURES, W -- El(1 ADMINISTRATION ROADWAYS, CLEARING, REMOVALS, ETC. 0 I i �: TO REMAIN ACTIVE U �I CONSTRUCTION OF PROPOSED SCALE HOUSE a '� z• �.� FOUNDATION, SCALES, FOUNDATIONS,APPROACH x p t' } N RAMPS AND CONNECTION ROADWAYS. r PROPOSED UTILITIES WITHIN PHASE 1 CONSTRUCTION AREAS. p_ c CONSTRUCTION OF PROPOSED ADMINISTRATION BUILDING FOUNDATION AND PARKING AREA BINDER " p A ASPHALT. 2 p 3-1-05 LNY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD l •' DATE BY DESCRIPTION APPROV.BY a , o v p' p CURBING, DRAINAGE AND BASE ASPHALT PAVING © REVISIONS or a OF EXIT ROADWAY TO COX LANE (BOTH SIDES). TOWN OF SOUTHOLD 46 m 16.73 SUFFOLK COUNTY,NEW YORK 23'59 PERFORM MAINTENANCE AND PROTECTION OF LK&A SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F TRAFFIC AND SAFETY DEVICES. F PROPOSED PHASE 1 CONSTPLiCTION a BEGIN INSTALLATION OF WATER MAIN TRAFFIC FLOW L.K.3fcLE4NASSOClATES,P.C. INSTALLATION, METER, RPZ, AND TAP. DURING 437 SO.C N CONSULTING ROAD, ENGINEEN NEW YORK 0 CONSTRUCTION Destgned By.CFD Scale =40 Dwg.No. Drawn By. LMY Date,Feb.2005 a. Approved By 1FC/CFD File No.04050.000 8 U / N "PToN RDL ea � � X Mcsn� D xNR n x � 700.97, \NG\NP`\'L ice. N 29'36'08" E w.r pd ONG tQ S ,5 R / _ — —_ 5 2938'08" W I -- _S�1y PAW �p __ I , P A E i 1 E%ISTINGSGLEHOII$E BUILDING TO RENWN f - II I `� t 11 M s +I x H S 2 Iok X is nl _ RELOCATE _ - — . Y BUILDING ,o�o 2 ID N I n e ! �. l i_ x PHASE 2 CONSTRUCTION: t II J o L _ ! DEMOLITION OF ALL EXISTING C&D DISPOSAL AREA, 3 STRUCTURES, ROADWAYS, CLEARING, REMOVALS, ETC. CONSTRUCTION OF PROPOSED TRANSFER BUILDING x 3 I=I•„ I s� V,E FOUNDATIONS, RETAINING WALLS, AND STEEL STRUCTURE P .A =E 2 11IIm INSTALL AND ENERGIZE PROPOSED ELECTRICAL SYSTEM TO THE NEW TRANSFER BUILDING, SCALE HOUSE AND ADMINISTRATION BUILDING. "' !} RELOCATE ADMINISTRATION BUILDING AND CONNECT gel UTILITIES. PERFORM MAINTENANCE AND PROTECTION OF TRAFFIC AND 3-1-05 MY AS P ER SOUTHOLD TORN SOLID WASTE DIRECTOR CFD SAFETY DEVICES. DATE BY DESCRIPTION APPROV.BY y _ G "� ___--f- 316.73' REVISIONS _- � ,46-W-_— COMPLETE EAST SIDE OF ENTRANCE/EXIT ROAD TO COX TOWN OF SOUTHOLD m - - SUFFOLK COUNTY,NEW YORK LANE. ALL TRAFFIC SHALL USE WEST SIDE FOR SITE EXITING. �1��"�` SOUTHOLD LANDFILL c (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) m COMPLETE ROADS AND PARKING AREAS FOR THE RESIDENT PROPOSED PHASE 2 CONSTRUCTION DROP-OFF AREA.0 TRAFFIC FLOW L.K.MCLEANASSOMTES,P.C. CONSULTING ENGINEERS o y DURING 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK CONSTRUCTION Designed By:CFD Scale:l"=40' Dwg.No. i Drawn By: LMY Date:Feb.2005 a Approved By:JFC/CFD File No.04050.000 D FOR - ry t UT FpCtLp5 TDDEIRAFFIG ND WEIGN BOON - U AND y INBOU - `�' w9ROX.C��i0 ^" - j F X 1. Pam. - 0 .4 H �we p 29'38'08" E - m j I ono N . _5 l w \+ -- 10 5 29 38'O8" W U Li �1 _ x NEW RESIDENT D FF o C �°°•` AREA ROADWAY 'ye"� I �•:� F BUILDING TO BE Uf R `2 RESIDENTIAL WAS OPERATIONS NST ION C ' o SST ND F� RANSF B4 G TO� SALE DU LETION/ ^ k OF P SE OR 'I / j- 1 / 1 ATM S esb{b gX -- -- -N / I j i 700.97'I� 3572 i _ C r j PH Lu �p W PHASE 3 CONSTRUCTION: 704.03' _ U i Y DEMOLITION OF EXISTING STRUCTURES, ROADWAYS, < f I r,'° CLEARING, REMOVALS ETC. x a I COMPLETE CONSTRUCTION OF THE TRANSFER s •; V I w BUILDING AND SITE ROADWAYS. I COMPLETE AND CONNECT SITE UTILITIES AND STORM A WATER DRAINAGE. FINAL SITE CLEANUP AND PUNCH LIST ITEMS. �b PERFORM MAINTENANCE AND PROTECTION OF 3-1-05 LMY 1AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD TRAFFIC AND SAFETY DEVICES. DATE BY DESCRIPTION APPROV.BY REVISIONS o V TOWN OF SOUTHOLD _ — _ =—.�... PROVIDE TEMPORARY ACCESS WAYS FROM NEW V �'�.".` SUFFOLK COUNTY,NEW YORK SCALES TO TRANSFER BUILDING. SOUTHOLD LANDFILL C (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) m F PROPOSED PHASE 3 CONSTRUCTION o TRAFFIC FLOW L.K.MCLEAN ASSOCIATES,P.C. CONSULTING RS DURING 437 30.COUNTRY ROAD, ROOKHNAVEN,NEW YORK M o CONSTRUCTION Designed By:CFD Scale;1"=40' Dwg.No. i Drawn By: LMY Date:Feb.2005 O a Approved By:JFC/CFD File No.04050.000 1 �`^1 �'- SITE DRAINAGE CALCULATIONS ;I/Il&2 CI113&4 ' ARC = Vc 1,625 S.F. x 0.3(VEGETATED)= 1,987.5 S.F 4,413 S.F. x 0.3(VEGETATED)= 1,324 STii (WATERSHED AREA IN S.F. x RUNOFF COEFFICIENT x - .1,060 S.F, x 1.O(PAVED)= 11,060 S.F. 10.630 S.F. a 1.0(PAVED)= 10,700 S.F. 0.17' RAINFALL = VOLUME CAPACITY IN C.F.) TOTAL TOTAL / ,-E 1 13.047.5 S.F. x 0.17' = 2,218.1 C.F. 12.024 S.F. x 0.17' - 2,044A C.F. 10' DIA. STORM DRAIN BASIN (SEE SITE DETAILS) (68.42 C.F./VERT. FT. IN DEPTH) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) _ - I MIN. VERTICAL DEPTH OF LEACHING RINGS = UA F1. MIN, VERTICAL DEPTH OF LEACHING RINGS = 99.9 EL PROVIDE: PROVIDE: THREE (3) L.B. - 12 VERT F7. EACH THREE (3) L.B. - 12 VERT. FT. EACH 6•NT.CNAN LINK FENCE ANDS DATES(BLACK N L LAD1 1 ( L3 C2 C3 L4 R" t v :, C6 L7 L8 L2 �� C1 .-- t- _ C4 i 15' C5 L6 .7a y - --- �.cr,POSED CONC CURB u, -- -- ,jpl ,rM'�Ir�--r-� -r='S� -"--- •-•-- --` -- _ ,�, _ -.- _ -_-ter _m , ,• w �- �¢� a 6'NT.CNNN LINK FENCE AND CENTERLINE CURVE TABLE "ram CENTERLINE LINE TABLE GATES(BLACKANYLCLAD) mz CURVE LENGTH RADIUS CHORD LINE LENGTH BEARING NORTHING EASTING U '4 C1 28.61 300.00 N25'05'00"E L1 11.75 N56'35'46"E 296652.59 2414302.81 Goy +° C2 28.57 300.00 S25'04'46"W L2 63.50 N27'48'56'E 296659.06 2414312.62 0� F� C3 28.57 300.00 S30'32'1 1"W L3 90.71 N22'21'03"E 296741.13 2414354.38 - C4 28.57 300.00 N30'32'11"E L4 92.58 N33'15'53"E 296875.50 2414415.49 / C5 28.57 300.00 N25'04'46"E L5 19.83 N27'48'29"E 296977.51 2414480.78 C6 28.57 300.00 S25-04'46"W L6 92.58 N22'21'03"E 297020.92 2414502.14 \ PROPOSED ENTRY ROAD PLAN L7 33.45 N27-48'28"E 297132.41 2414549.45 I SCALE: 1"=30' LS 175.90 N27-48'28"E 297162.00 2414565.06 �I � ae o I N a � N , O N N - 60 -.-- n. N Le tl a o< a N 0. 6 I -._-. _ -.. N N Z O N N a N N b I O O'o v�1-11 vO oil F t ~Z O. O d a N O a �O W 0 9 z 2 0 �Z Ov _ 0.50X �- --� a". QC, ��oi + .v +ai a�z 3L,i » m22 .Z �- y f 0 UK`Z VI ZZ - PROPOSED GRADE --� ---t---_. >> z = x 1.00X EX. GRADE I JAN. 2005) U a i I o 50 - _i ' Ia � A � I I b I $ DATUM ELEV 45.00 -- 0 h N N tl1 .-N In N IA_ ON N I� T N '�I� O N f� N N O!r �N 'n,C a0 10 O m� ,O Ol � ND � �� �� N� ti1� N� In m 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0. PROPOSED ENTRY ROAD CENTERLINE PROFILE o SCALE: HORIZ. 1"=30', VERT. 1"=3' 0 ^' DATE BY DESCRIPTION _ APPROV.BY a 30 (TYP.) REVISIONS 0 m z 1 TYPE (T TOWN OF SOUTHOLD ASPHALT w�15' (TYP.) "_TOP COURSE (TYP.) SUFFOLK COUNTY,NEW YORK z 6.. HT. CONIC CURB REVEAL (TYP.) L IC."I` SOUTHOLD LANDFILL, 3 MAX. 2f-� (TMP) 2% (TYP.) 3�� TOPSIL & HYDROSEED (nP.) (TRANSFER STATION&RERESIDENTIALDROPOFF DESIGN) PROPOSED ENTRY ROAD PLAN & PROFILE .'a EXISTING BASE COURSE & 4" TYPE 3 ASPHALT BASE COURSE (TYP) R c A sueensE c L K.MOL&W ASSOCIATES,PC 6" R.C.A. SUBBASE (TYP.) m CONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOMAVEN.NEW YORK PROPOSED ENTRY ROAD CROSS SECTION (TYPICAL) Designed By:CFD Scale: l"=30' Dwg.No c NOT TO SCALE 0 o 0 r rov d By:JFC/CFD Filee AN..04050 000 11 a RIM=44f37' w �5717 V/ CENTERLINE LINE TABLE yy OVER LINE LENGTHI BEARING NORTHING FASTING SCH DU 1-11 415.76 296656.80 2414297.22 Y EX , A LIO 162.70 S64'02'50'W296534.90 2414110.64S.LC.B #2 '` E 6660.52 2414303.84. 27 L75 18.69S21-35'04"W 296439.91 2414402.53TOP=46.59 00 L16 1.74 N12.04.15"W 296426.81 241434414 ^ / L17 44.14 N7T04'15"W 296476.74 2414296.26 Y L18 133.78 N26*19'10"W 296486.62 2414253.24 L79 21.47 N60'24'58" 296588.52 2414344.73 L20 91.48 S58'56'28"E 296598.80 2414388.64 L21 1 109.35 521'33'47"W 1 296437.70 2414408.11 �•-ems:' / - CENTERLINE CURVE TABLE ` CURVE LENGTH RADIUS CHORD C7 41 10 65.00 N45'55'53"E 0 ` C8 66.95 75.00 S38'28'23"W /V C12 55.38 62.00 NO3'59'48"W - - GJ�B •O/P• iJ o a\a �`,e C13 68.97 27.00 S85'15'14"E C14__ GONC 7 71.47 63.00 N44'34'15"W C15 26.46 25.00 N89-15'45"W C16 15.45 88.00 N26-35'34"E a \a i� MATCH LINE A-A CONIC"C 5Ep StE \ \�\7a, / QROpO 115. 7 , $tie •'' �+' APPROX. 400 / �� i7��TTO - a\ 56.33 LIlVIITS OF f� PAVPHALT EMENT /. \a BM CAPPED / AS LANDFILL- J SCHEDULED 90 C�QI N 29654T42 E 2414477.86 CONC. BLOCK RETAINING "� pF- �- IDEWALK E WALL AS ,gyp CURB RAMP P V ro DETAILED GON L (TYP.)CONC. 0 ,;.....- /oN / i/ J --___Nd�••.�_ RETAINING l�6 oZy� 0wALL As rryo• 5' Bp12. to sio o /r• J y Fp % Ci WIDECWALK Illl CO C. w'4Lk / o+} 0\ CONIC. e0 PADS AS So v /t/ SCHEDULED "c y 0 I - (TYP.) c) Ago 4 4 C) y. W -- - _o ASPHALT PAVEMENT = w Q/1/ Q oa. b k'H1TF AS 105 ' - Qc 4� i-SCHEDULED !wo o m X CO CD J CONC. c / STA. SIDEWALK _ AS n 4+29.5 O S,Si„ 0 SCHEDULED �( (TYp.J 3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD ?_ a - PROp DATE BY DESCRIPTION APPROV.BY / ED IjESIDENT �1 f REVISIONS `s RE I TOWN OF SOUTHOLD y Es wgsr / suFFOLx courrrr,x YORx 593• NMI E D LIC _ ����� W Ia' ' w DE y4 l Z w lI 5 C. WALK /, MATCH LINE B-B soUrxolo iarmFul "�yT� �!� �x W/ CON (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) o 3 ;rY°7 a " "- T/� � °' LAYOUT PLAN (NORTH) s O t2,0' ASPHALT J $E :{ i o y x u hl� N / O - I J _. �7;"pJ PA ASENT �UgRCHIT 3 a` � l I mo. L K.YcLE"ASSOMMS,P.C. c 4 SCHEDULED FOR EC7 Y �/ CONSULTING ENGINEERS N ALL BU PLANS �3 W / N 437 SO.COUNTRY ROAD.BROOICMVEN,NEW YOM a a D/MENS� ILDINC o Designed By.CFD Scale:I"=20' Dwg.No 3 NORTH PLAN y O //o Drawn B LMY Date:Feb.2005 NS � •., 12 ^ Approved By:JFC CFD File No.04050.000 MATCH LINE C9 ah E a CONC. WALK + APPRUA. tom o SEE ��. �3 aW €• s LIMITS OF / a E Izz FO RCHITECTU CAPPED i o R ALLBUILD Al PAN DIMEIV BUI S II�G S LANDFILL; \\ a SIpN 2 22. . PROPOSED o Wa TRANSFER 19 l ST a� STATION j 5 32 If BUILDING i� a 05 4, 'LE l l T lP OZ a 6N QD TF / ' 1/ 2 ; O irk O CENTERLINE LINE TABLE LINE I LENGTH I BEARING I NORTHING I EASTiNG L11 415.76 _ _ 2 2 v 812'53 57"W 296534.90 2414110.64 /// 21.72 L13 7 0 5.86 N56'18'44"E 296067.94 2414143.93 0 SIDEWALK / L22 197.54 S31'3722"w 296322.21 2414361.01 CURB RAMP /! L23 83.58 S52'21'57"E 296108.61 2414247.83 cONC. (TYP.) CENTERLINE CURVE TABLE r BLOCKRADIus CHORD 637 ��a� J = _ aETAIN1NG,i - " � - `.^i.'.�� WALL AS _2 QC. _ � C9 11.71 10.00 A, S20'38'07"E � 1 t-a y' T ' co m C10 55.81 46.00 S88'S5'44"E 51.42 7J DETAILED, 4` // / NAL MAG SET / �O // / C11 102.50 1 13070 N35-36'29"E C16 15.45 88.00 N26'35'34"E C17 43.57 35.00 N88'01'37"W N 296186.22 T E 2413881 .9404 ASPHALT EX. 24"D PAVEMENT AS C.P. PIP L SCHEDULED '�Q,\•\ Y c. .•sC. a� ti L F APPROX. v UMTrS OF I.-� � M CAPPED \ 22 2 o QP \ LANDFILL \ '� �, - _ '\ 2� _ \ 9q �,�P 5 k' - ASPHALT i1 f•• _ ` \ EX. h'� \ / PB O\ ! PAVEMENT Y<1Y j• +\t m �—-n-��:.. ,t� / D.M.H.#1 - �Q =:� SCHEDULED �� \ 'I -� •1k \��V 4 37 f / / TOP=45.98' CIO m G 'Q• o o a DATE BY DESCRIPTION APPROV.BY / + REVISIONS TOWN OF SOUTHOLD L IC I"�` SUFFOLK COUNTY,NEW YORK `. SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL.DROPOFF DESIGN) r r SOUTH PLAN LAYOUT PLAN (SOUTH) L.K YCMANASSOMTES,P.C. CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKAAVEN.NEW YORK 0 Designed By:CFD Scale:1"=20' Dwg.No. 0 Drawn By: LMY Date:Feb.2005 13 a A roved BY:IFC CID File No.04050.000 GENERAL NOTES: CODE AND STANDARDS 1. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE,LATEST EDITION,AS AMENDED BY ALL FEDERAL AND LOCAL EXISTING STEEL GENERAL.CONTRACTOR TO RELOCATE AUTHORITIES HAVING JURISDICTION OF THE WORK. FLOOR FRAMING EXISTING WEIGHT FACILITY CONTROL 2. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI STANDARD 301 TITLED'SPECIFICATIONS FOR ON THE CENTER TO PROPOSED FOUNDATION STRUCTURAL CONCRETE FOR BUILDINGS. RELOCATED SEE SITE PLAN FOR LOCATIONS BUILDING GENERAL CONTRACTOR TO REMOVE 3. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-1999"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. - — -- 7---r ALL ANGLES WELDED TO THE EXISTING EXTERIOR FRAME. PREP, ATI ----- PRIME AND PAINT BLACK THE WALL EXISTING STEEL FRAME EXTERIOR. 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED AS 2 TONS PER SQUARE FOOT. FOOTINGS MUST REST ON BOLTED TO CMU WALL LJx3 UNDISTURBED LOADBEABING SOIL.NOTIFY GEOTECHNICAL ENGINEER PRIOR TO PLACING FOOTINGS FOR VERIFICATION OF FIELD CONDITIONS 'o W/}L2" EXPANSION AND COORDINATION WITH SPECIFICATIONS. SEE ALSO SPECIFICATIONS. PROPOSED 1 W P.C. N ANCHORS SPACING TINUOUS 2.B FOUNDATION W THE ELEVATIONS OF BOTTOMS OF ALL FOOTINGS SHALL BE 3'-0•MINIMUM BELOW GRADE. ALL SHOWNN _CON ON PLAN I (TYP) 3. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE IN PLACE. PUMP AS REWIRED. GRADE 4. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE TWW 50 FEET APART AND NO LESS TWTHAN4 FEET FROM ANY PIER. -_ < REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS, ANGLES WELDED TO FLOOR 5. SLABS ON GRADE SHALL BE PLACED IN THE ALTERNATE STRIP FASHION TO MINIMIZE SHRINKAGE. MAXIMUM PLACE DIMENSIONS SHALL FRAMING AND EXPANSION �C_ 4" REINFORCED CONCRETE NOT EXCEED 20 FEET. BOLTED TO FOUNDATION. �o WWM W/6x6-W2.OxW2.0 TYPICAL AT CORNERS AND I 6. PROVIDE ALL NECESSARY SHORING, SHEETING AND BRACING FOR DEEP FOOTING ELEVATIONS. 4' O.C. -2" x 4" KEY (TYP) 7. CONTRACTOR SWILL BE SOLELY RESPONSIBLE FOR MEANS&METHODS OF CONSTRUCTION.CONTRACTOR SWILL ENSURE PROPER BRACING L IF E OF FOUNDATION WALLS&FOOTINGS IS PROVIDED DURING BACKFILUNG;BOTH SIDE OF FOUNDATION WALLS SHALL BE BACKFILLED CONTINUOUS POURED SIMULTANEOUSLY. CONCRETE FOOTING COMPACTED FILL B. ALL EXTERIOR CONCRETE TO BE FINISHED. CLEAN AND GRIND ALL DEBRIS ON WALL SURFACE AND PARGE ALL VOIDS. 2'-0' 6" LIFTS ATE ANCHOR PLAN - SECTION A A IALL CONCRETE DESIGN AND PLACEMENT SHALL COMPLY WITH THE LATEST EDITION OF THE ACI BUILDING CODE REQUIREMENTS FOR REI SCALE:}Z"=1'-0" SCALE:2'-1-0 2. CONCRETE SHALLSHALL BE STONE FORCED CONCRETE AND OTHER APPLICABLE LCONCRETE SFWl DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS FOR FOUNDATION;4,000 PSI WITH A MINIMUM OF 4%AIR ENTRAINMENT FOR ALL OTHER CONCRETE.(INCLUDING SLAB ON GRADE). 3. REINFORCEMENT SHALL BE DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WELDED WIRE FABRIC TO BE 6x6 W2.Ox2Q IN CONCRETE SLAB ON GROUND. 4, FOLLOW ACI RULES AS TO TIES, ANCHORAGE. SPLICES, CONCRETE COVERAGE AND REINFORCEMENT SUPPORTS. 56" 5. REINFORCEMENT MARKED"CONTINUOUS"(CONT.)SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND CORNERS, AND HOOKED AT MIN. 4' - MAX. 6' 5--0' BUILDING NON-CONTINUOUS ENDS OR EXTENDED 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. BETWEEN POST LANDING 1 DMA. ALUMINUM 6. PROVIDE SLEEVES µD BO%OUTS FOR OPENINGS FOR MECHANICAL TRADES. FOR SIZE µD LOCATION OF ALL OPENINGS, SEE PITCH AWAY FROM BUILDING • 1:48 ci ARCHITECTURAL AND MECHANICAL DRAWINGS. OPENINGS SHALL BE PLACED SO AS NOT TO AFFECT THE STRENGTH OF THE STRUCTURAL MAX SLOPE LAG BOLT RAILING PIPE HANDRAIL TO EXISTING BUILDING MEMBERS. e #4 ® 12"O.C. (TYP.) 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, ANCHOR BOLTS, ETC., AS REQUIRED BY ALL rn 84 ® 18 O.C. (TYP.) W l3" TRADES BEFORE CONCRETE IS PLACED. O a c J PREMOLDED PIPE SLEEVE MISCELLANEOUS N < m0 EXPANSION .. io cli0 JOINT 2"x4"KEYWAY aIIl II II 3,000 PSI, 28 DAY CONCRETE I. CONTRACTOR SWILL VERIFY CONDITIONS IN THE FIELD µD IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT AS ASSUMED, SO i ❑ 4 II I- N 4"MAX SLUMP 2. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REWIRED A1ll1 BE RESPONSIBLE FOR FITTING y = II • MOIST CURE THAT ADJUSTMENTS CAN BE LADE. w • BROOM FINISH NEW CONSTRUCTION TO EXISTING #4 O 18"O.C. CONDITIONS. .o MAX. COMPACTED FILL 0 1-III-IIILIZIII SLOPE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REWIRED SHORING. _ 1 2"x4" KEYWAY 8" p, II 12 4. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS µD µY 0 1=11 L— I �4 CONTINUOUS DISCREPANCIES AND/OR INTERFERENCES SIWl BE REPORTED IMMEDIATELY TO THE ARCHITECT SO THAT CORRECTIVE MEASURES Gµ BE TAKEN. o III—III II�III =TI-1R IIITiI i� l ll� MINK I5tLUW GRA 11.. SIN AREAS TO BE BACKFlLLED,PUCE SOIL IN 8"LAYERS AND COMPACT TO 95%DENSITY. por 3" 1'-4" 2. EXCAVATED MATERIAL(SOIL ONLY)FAY BE USED FOR BACKFlLL AS APPROVED BY A TESTING LABORATORY. MIN. 0 .p y PROPOSED RAMP/HANDRAIL SECTION B-B PROPOSED RAMP/HANDRAIL PROFILE SCALE:Jk"=l'-O" a SCALE:h'=l'-O" m m 1 In FOUNDATION VENT - GREENHECK MODEL BVE 1616 OR APPROVED EQUAL g 16 i/TPICAL OF 2 YP P.C. TO TIE INTO EXISTING WATER LINE WRAP EXPOSED WATER PIPE WITH HEATING CABLE AND INSULATE TO 54" c` PLUMBING CONTRACTOR TO FIELD VERIFY LOCATION OF BELOW GRADE j SANITARY DROP ON THE EXISTING WEIGH FACILITY TO BE RELOCATED AND INSTALL PROPOSED SANITARY PIPE WITH CLEAN OUT IN A SIMILAR LOCATION. GENERAL CONTRACTOR TO A EC TO WIRE FAN TO METHANE DETECTION a WRAP PIPE W/ HEATING CABS fl—FINISH TOP OF FOUNDATION 14 CONTOL PANEL NSTALL OUTLET WALL SMOOTH AND LEVEL TO I ELECTRICAL CO UNDER BLDG. FOR IHEA NG CABLE RECEIVE RELOCATED BUILDING 4 B GENERAL CONTRACTOR (GC) TO SLEEVE OPENING FOR 0 14 — — — — — EXPLOSION PROOF EXHAUST FAN (ROUGH OPENING DATE BY DESCRIPTION APPROV.BY pG PROPOSED HANDRAIL _ --- 1 19.25" x 19.25") GC TO SUPPLY AND INSTALL METHANE EXHAUST FAN REVISIONS 30'-0" 5'-0• I I I ? - GREENHECK MODEL SET-12-432-C8 W/ EXPOSION PROOF MOTOR ENCLOSURE OR APPROVED EQUAL TOWN OF SOUTHOLD .y PROPOSED CONCRETE RAMP LANDING I '� LK.",, TO VE SEPTIC S.C.C.H.S. SUFFOLK COUNTY,NEW YORK MAX SLOPE 1:12 L— — — — — — — — — — — APPROVED SEPTIC SOUTHOLD LANDFILL ., ,,� SYSTEM (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) G LUMBING CONTRACTOR TO INSTALL WASTE PIPE TO 5' OUT FROM THE BUILDING. COORDINATE WEIGH FACILI'I'Y 0 8 2t—B" AND INSTALL PIPE PENETRATIONS IN FOUNDATION PLAN & DETAILS 14 CONTRACTOR 0 TlE WWALL PRIOR TO THE OTOCWASTERETE PPIPE ,e,Np GENERAL o L.K.McLEANASSOMTES,P.C. (A INSTALL THE WASTE LINE TO THE APPROVED SEPTIC TANK. CONSULTING ENGINEERS ,4 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK FOUNDATION PLAN � Designed By:CFD Scale:AS 3HOAI4 Dwg.No. i SCALE'Y4=1'-O" Drawn By:MCJ Date:Feb.2005 14 o. Approved By:JFC/CFD File No.04050.000 - � e'THICK CONCRETE RETAINING WALLS-SEE DETAL c-C 70--I I/2"-- . 20._0.._ .I.. ._ . A--� 13r"{A4".rgo"'1.,.1 q'dFA:raiin. 6 9 --- - --- - - 24-0 1 _ 22'- 1 4 I _. TnCV Si 83 _. __. TCV 33.6 Q r- r�:-i.PJ� Ir'. )" - FIEV.351 ELEV.543 _.. '�.r T A� R t.•2 U' - Q I T C 54.8 'W TC_SS_f INBOUND SCALE .,X.I I iFy j � INBOUND SCALE PROPOSEDRAMP I I N Aw q wM' ELE _ . I r CONCRETE R ANNG WALLS SEE DETAIL 35 I PROPOSED RAMP ry TO sa. aLva ss. 54 s .ARAd LOXwEa nee-r EILY ss1 I - _ _ _ 7 _ 3 ur:�.Ss.l DUN,54.s n Ev 51 _ TC.SSe TC .8 ) ` At try A--� e LO CA I LL) 1._' - 6o.ms (M.RJR 512) L Y "r1 Lire l�. A) I: CR 4 -..JiYE •Jy fs ii'- 1 If 1''y- Yti�L..S.7_'.'3J_ L 1,7.r�L'^�'A'Y1`^i�LT'^L`i a ss: P,gMP ;7 „ ' SCALE HOUR - r nWrA cG1lMloc 1WJ!-uz «.2C4b, 4 B — B uL E.EV 5V.] - -- - Tc.54. 20'-0' 10' d f: , x xr4 . aEY din Q I.. - 4 -7 �,.'.�F o *' nhn n+� 1 10_0 jl �.,:oc EIEV 5,: �.� 3I. Mt a OUTBOUND SCALE—� M' I �� t l71%�5 ira `#' S' a'.I I r 00mc a REGAINING MILES-m MAL c b PROPOSED RAMP I ==J' I �Y laa_d Op OUTBOUND SCALE y1y _ PROPOSED RAMP D- EL � O. TO sie To .a I #A,1�Y� o --�,_-1 r #V 'x '.T" I °a sse nD 543 sTNw.A NNe ' -Y" _1-+ J�1 ..: .. S1r�r !`�i7i T'�.A .,'Y. _ I s '1��: "O` I.11 S - - L y 0• OUTBOUND BY-PASS PLAN VIEW FOR SCALE FOUNDATION SCALE: 1 = 6' APPROACH LENGTH 40' OVERALL - sEE covlxc AicIE/quMPEq 70'-1 1/2" OPENING APPROACH LENGTH 40' OVERALL 30-0" - --10.-O" PRATE ATTACNMENi DETAA REFER TO NOIEs TOP OF PIER AT O DATKNN Sad-TY%CAL 10'-0" �eawcRETE SmE WALL w,M 6'gEVG1 Lw[a.. TOP OF PIER AT ELEVATION 538-TYPICAL ,G"q iNFa+ceD ConcRETE RANT 30'-0• I It rogcEZ 1 ' SlA1NDWtO PMOWAY PAVENEM �- 3 COVER TPK.AL T,p _ camRnE OE AA WITH It gEVFIi sLCFE .. .. - �..•6� +«. --,-- rc ��,:•T- • .:s.. •.re• • a.-0. b /S RE, O 6'0L MOOIH MM frvPl,• EN IS F M L// RObw Y P vE s-r +EBAR•12"O C E1fJN WAY(Twl woNA♦,S'Oc AwrM(ml Yam- - ,O:tOA'MNXc CONCIS'rE - e,eu 5 PEBAR a 12'O.0 aEEPm PAD --•° 1 CRUSNm STONE bhP aCOss MOOR',A.aRoc° �1 'a-I I- . m.nTEn F.aq¢(*m) sue.—~ ••= w m wf6cgruE(Twl z'oc ua w.r(TrPI - sLErnEq P. /5 R MIR a 12"O.C.EACH WAY(TR) , 0 0 Kac CONCRETE 05 RMIAR•12-D.c.E w6r(Irv) Is Rraw a I2•oc.ucN wr(TrP) r'-0 ass N°orFEO PRacroq CROSS SECTION FOR SCALE FOUNDATION SCALE: 1" = 6' e a an- C o f-r anv Y s-o•ra TREAT PLATE 2 MPS RA WITH E` -A a/Y Tro MA5IERPLATE 00 OR APPROVED 10 30' (1rP) DUAL SO ACE AGGREGATE DRr I.----LEVEL APPROACH _2 1-11v e' SHAKE SO ACE HARDENER I ROPOSED RAMPED APPROACH 2 an • 5 1/2" GUIDE RAIL NOTES' DNEv�ssi NE l 1 REVEAL(tw.) "CoCRETE sLAb WITH - o'-aR M+zNM— ._ .. 1. THE CUSTOMER SHALL SPECIFY THE l�_ = I 6"REYEgL(irp.j PAVEMENT DIMENSION FOR THE SAFETY BUMPER I I"w Tw) 3 BARS a 12'DO EACH WAY 1/2'BITUMINOUS --- A. 0 CTION ABOVE THE SCALE. _ •• =.rc�:. • •:.•_.•- •,r. 10"CONCRETE SLAB WITH - a 2.GUARD RAILS AND FASTENERS SHALL BE n 6-UusHEO sraAc or« HEIGHT AS REOUIRED ExPAN51IXN JOINT 11"WIDE RAMP I 03 BARS O 12"0 C.EACH WAY fi 5/8" SHIPPED LOOSE AND SHALL BE FIELD = m:.FILTEq F,BgYG(Tw) VERIFY IN FlELD 3 '=c ® INSTALLED PROPOSED RETAINING fF p e 12"0 c �., 3.GUARD RAILS ARE INSTALLED BY SLIPPING SECTION A—NeY 43 a 12.GO -7-" THE GUARD RAIL INTO A FACTORY WELDED SCALE: 1--5' EE TYPICAL WALL T RAIL MOUNT LOCATED ON EACH WEIGH BRIDGE W3 a 1W'O.0 SUBFRYADE COMPACTED TO 95% /4 O 72"O.C. i OOTING SECTION C-C MODULE. COB'("P) pea-0 c MODIFIED PROCTOR(MIN) /3 o t 2"O.C. 4.FOR PROPER GUARD RAIL PLACEMENT 6 �, CO WEIGH BRIDGE REFER TO THE ITEM NUMBER AND MATERIAL 4-CONCRETEvDEwAx mlcA WALL FOOTING fI SECTION B-B MODULE UST FOR THE DECK. CORRECT GUARD RAIL srANo.RO coTACRETE CLIMB 1-1e•�A C .� LENGTH. SECTION C-C SCALE I"=5' t 5.AFTER INSTALLATION,BOLT EACH GUARD 9RUA NOHS EXPANSION JOINT- NOTES 11P. SCALE I* 3, GUARD RAIL RAIL TOGETHER USING THE FASTENERS 10-THK;K caNCRETE STAB : SUPPLIES. � MOUNT 6 GUARD RAILS ARE PAINTED ENAMEL BLACK :�.-c'-� v, I CAIIBON: DO NOT WELD ON THE SCALE WHITE THE LOAD CELLS ARE IN PLACE TYPICAL GUIDE RAIL 2. THE WEIGH BRIDGE IS SUPPLIED N THREE MODULES MAXIMUM LIFT PER MODULE IS 9.800 POUNDS. V SEE OTC LC 3 PLACE MODULES ON LOW)CELL STANDS. ADJUST STAND SO THAT UNKS ARE PLUMB,LATERALLY AND TRANSVERSELY m FOR STEEL DECK SCALES AN-_F F'.uF TONE FILLED MEDIAN -SEE PAVEMENT 4 ADJUST BUMPER BOLTS TO 1/4-CLEARNiCE. Q, - TNT]FNATION SCHEDULE - SUBGRADE COMPACTED TO 953: 5. THE 6 15/16•MINIMUM CLEARANCE UNDER THE SCALE MUST BE MAINTAINED THE FULL LENGTH OF THE SCALE EXCEPT AT THE LOAD CELL PIER MODIFIED PROCTOR(MIN J AREAS, '� cl AN ON-WOVEN FILTER FABRIC 6 SHIM UNDER LOAD CELL BEARING IF NECESSARY TO OBTAIN PROPER DEAD LOAD AD H,rl Si 1, 7 MANUFACTURER RECOMMENDS THAT THE CUSTOMER INSTALL PROTECTIVE CONDUIT/COVER FOR THE LOAD CELL CABLES WHENEVER THE CONDITION I SECTION -� 1A_LC'A F.aDF IS PRESENT THAT CAN RESULT IN DAMAGE OR ABRASION TO THE LOAD CELL CABLES. N 6. COIL EXCESS LOAD CELL CABLES AROUND LOAD CELL WIRE BRACKETS UNDER ACCESS PLATES. SCALE: 1'= 5' 9 WORT(FROM THE CDOERUNES WHEN ERECTING FORMS AND SETTING DOLTS N 10. ON THE APPROACH E MORE.ND OR ENDS OF A VEHICLE SCALE INSTALLED IN ANY ONE LOCATION FOR A PERIOD OF SIX MONTHS OR RE.THERE L SHALL BE A STRAIGHT APPROACH AS FOLLOWS'. y (A)AT LEAST THE MOTH OF THE PLATFORM AND (B)AT LEAST ONE-HAT THE LENGTH OF THE PLATFORM BUT NOT REQUIRED TO BE MORE THAN 40 FEET,AND ro 1I T "e1 (C)NOT LESS THAN TO FEET OF ANY APPROACH ADJACENT r0 TIE PLATFORM SHALL BE CONSTRUCTED OF CONCRETE� OR SIMILAR DURABLE MATERIAL FOPY BOARD :!I ` TO INSURE THAT THIS PORTION REMAINS SMOOTH AND LEVEL AND IN THE SAME PLANE AS THE PLATFORM. HOWEVER,GRATING OF SUFFICIENT STRENGTH TO WITHSTAND ALL LOADS MAY BE INSTALLED IN THIS PORTION,AND FURTHER WHERE DEEMED NECESSARY FOR DRAINAGE PURPOSES.THE � y , COPING ANGL/RDMPER PLATE 1TT1[NMENT __-_-__ -_-_-_-_-_-_-_._-_-_- RI TRANSMISSION CABLE FROM LOAD CELL O IN SUGHTL _ INDICATOR SHALL BE IN 1"MINIMUM SIZE CONDUIT AT LEAST 24'FROM THE CLOSEST ELECTRICAL O LANE. THEY MAY CROSS AT 90 DEGREES ONLY. '/•- 12 TOP OF PIERS ARE TO BE SMOOTH AND MITHIN 1 8 p Y /" (AL PIERS ARE TO BE WITHIN I/4') 4 Mal— rx MANUFACTURER CARDINAL OR APPROVED EQUAL DATE BY DESCRIPTION APPROV.BY REVISIONS •b MODEL 13570-EPR OR APPROVED EQUAL 'Y•' 'A•- '�� vA- e0"1Ptl"'PA q NOMINAL CAPACITY 135 TONS ,�aM,- �,a.• U.S—CONCENTRATED LOAD CAPACITY 40 TONS aA4 2,�1X. PLAN TOWN OF SOUTHOLD VIEW FOR INSTALLED SCALE '' a m SU"OLK COUNTY,NEW YORK NOMINAL CAPACITY IS THE GROSS CAPACITY SCALE: 1" = 6' 'C/".` AS ASSIGNED BY THE MANUFACTURER, 110 SOUTHOLD LANDFILL m \__ (TRANSFER STATION&RESIDENTIAL.DROPOFF DESIGN) E4" CONCENTRATED LOAD CAPACITY(CLC) AS m-o rcc..mmM 'O ASSIGNED BY THE MANUFACTURER, IS THE 0 LOAD WHICH CAN BE PLACED ANYWHERE -` � SITE WEIGH SCALE DETAILS ON THE PLATFORM IN THE PRESCRIBED . - L TEST PATTERN. a' - .....- _ - _ _ _ -_.-._. _. _ _ - _ _. ' _ ___ _.._. _. _. _ -- .K McLEANASSOMYES,P.C. CONSULTING ENGINEERS c SECTIONAL CAPACITY IS THE MAXIMUM ri.--I ' M' a-s v.•>a.N ,-0,?�,,, �,e A•.�µ �T�M 437 SO COUNTRY ROAD,BROOMAVEN.NEW YORK 1n LOADING FOR EACH PAIR OF LOAD CELLS _ 2 AR• Designed By:EPA Scale:As Noted Dwg.No. v AS ADJACENT PLATFORMS (SPANS) ARE z ELEVATION FOR INSTALLED SCALE Drawn By:LMY Date'Feb.2005 15 LOADED. a SCALE: 1" = 6' -Approved B :JFC CFD File No.04050.0. 0 O DETECTOR ATTACHED TO 1"xl0"STEEL o'-o CHANNEL OR PLATE WITH STEEL SIDE WINGS&TOP(TYP.) (TYP') a' E0. 6"DIA.BOLLARD AS DETAILED(TYP.) ��) INBOUND SCALE j WALL CAM(LICENSE PLATE ID) INBOUND SCALE PROPOSED RAMP ATTACHED TO6"DIA.BOLLARDN. AT EL.4'ABOVE TOP OF WEIGH BRI GE DOME(LICENSE PLATE ID)CAM PROPOSED RAMP PO'HT:STEEL RELOCATED POLE AS SPEC. RAMP SCALE HOUSE 5 V.coNDUITs q DOME WALL(LICENSE PLATEEEEEE,,, OUTBOUND SCALE (LICENSE ID)CAM ATTACHED T PLATE 6"DIA.BOLLARD ATE . PROPOSED RAMP ID)CAM 4'ABOVE TOP OF OUTBOUND SCALE WEIGH BRIDGE OUTBOUND BY-PASS PLAN VIEW OF WEIGH SCALE SCALE: 1' = 8 �y a MOUNT DETECTOR 15" FROM TOP OF TOP VIEW CURB ON VX10" STEEL CHANNEL & SECTION B-B PLATES WITH SIDE WINGS &TOP " --------------------- c I I I I = I it i i B q 1 B - I II I I II I I II I I II I II I I II I I I I L SCALE HOUSE = I II I I I I I II I I I I � I II I I II d b I II I I II I d I II I I II I z II I II I o II I II I 00 d N I II I I II I o I I I I II I FINISHED r q I GRADE it U I I I I I II li 12"(TYP.) i i j i II I I pl I II I I DATE BY DESCRIPTION APPROV BY I II I 24"(TYP.) I I I 1I-11- I REVISIONS I I j I TOWN OF SOUTHOLD I I I LK•"•` S S ORK OUTHO LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) 1"CONDUITS -------' WEIGH SCALE SECURITY & RADIATIONDETECTION ION AN CONCRETE SHOULD L.K.McLEANASSOCL4TES,P.C. EXTEND 36" BELOW GRADE SECTION CONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOMAVEN.NEW YORK Y RADIATION DETECTOR INSTALLATION (SECTION A—A) Designed By EPA Scale As Noted Dwg,No. Drawn By:LMY Date:Feb.2005 16 NOT TO SCALE A roved B :JFC/CFDI File No.04050.000 V EXISTING GAS VENT RISER P USL HCSE _4"VIA END OF ROE. HIH,ED STEEL CAP-- LOCKABLE COMPRESSION PLUG ( (u� 11 4"CIA EPA(,F PIPE. .� -HASP .F // I.00✓ABLE COMPRESSION PLU,: '-- rI _- MUN B SQUARE x 5 0NG STEEL PROTECTIVE 1 i'-M'EATHER FESIS'ANT PADLOCK SHALL BE CUT AND CAPPED I 1� CASN WITH HINGED LOCKING CAP ( , I li II PAINT CASING AND STENCIL WELL N05 I2"-ETTEFS' WITHAPPROPRIATELY SIZED Qe i Ij MIN. 8"SQUARE x 5'LONG STEEL PPOTECrA SECURE TO INSIDE OF PROTECTIVE STEEL CASING. J6" I CASING WITH HINGED LOCKING CAP LANDFILL PVC CAP POSITION VALVE FOR EASY OPERATION 1;'4"DIA DRAIN HOLE CAPPING , V� �� 6" j SLOPE TO DRAIN "—VEGETA T'ON 1�,t T I1 -M4'DIA FLEXIBLE PVC TUBING SECUP,ED LIMITS (V� i Ij WTF S5 CLAMPS 4T EACH END _ j I 1-- � - j 1 �CAST IN FLACE CONCRETE PACE APPROX. II ', a'DIA scH ao Pac — � - N E W GAS MIGRATION - �O oQ FORCE AND ED 4"CIF PVC E•_l E A / DR THREADED PVC NPT MOLE PIPE ADAPTER. �• 7/4".1j4-, NPT(M)r TUBING IC j TRENCH EXTENSION WITH ti'IBENTONITE SEAL(TREMIEO) a VENT - SEE DETAILS o 1-T 1}— SAMPLING VALVE DETAIL 4"DIA SC„40 PVC Q uJ FOR GAS MONITORING WELLINTERNALLY THREADED.RUSH 0NT �� N-T.S - WELL PIPE Ln I __#4 WELL GRAVEL O OQ _ .4"DIA SCH 40 PVC Z INTERNALLY THREADED,RUSH JOINT. RI C ry SLOTTED SCREEN(SLOT. 120", Jul NOTES: SCREEN wWD X I F IN INCREMENTS O N 1. THE CONTRACTOR MAY REUSE THE STEEL CASING PROPOSED RE p FOR INSTALLATION ON THE REPLACEMENT o NOTE: RELOCATED CAT E D DEPTH OF BOTTOM OF WEB._ W MONITORING WELL. BOREENTTOM SELEVABTOO�N ARE TAELE GAS MONITORING WELL - o I WTH LOCATION) SEE DETAILS i• _ O ---L ---END';AP 7t i a rj ��-12-BOREHC!E EXISTING WELL TO BE ABANDCkNED: l'. .. GAS MONITORING WELL REPLACEMENT DETAIL - CASING REMOVED • ' i WELL CUT BELOW GRADE NOT TO SCALE N -WELL SHAFT FILLED WITH CLEAN S -TOP 5' OF FILL TO BE BEN TbNITE PLl j `T o a / l i co PROPOSED GAS MONITORING MODIFICATIONS PLAN a SCALE 1" = 10' 9 3 SOLID SCHEDUEL 80 PVC PIPE RISER,FITTINGS AND GOOSE NECK- TYPICAL I w" Soz.NONWOVEN FILTER FABRIC ALL SIDES AND SEAM SHALL BE OVERLAPPED 12--TYPICAL N 31 3'MINUS WASHED ANGULAR STONE FILL IN TRENCH EXTENSION- TYPICAL c ,eo T 0 6' z - H DATE BY DESCRIPTION ApPROV.BY" 3' a — - --- --- __. I' C9 REVISIONS TOWN OF SOUTHOLD 1� m 4 < SUFFOLK COUNTY,NEW YORK END VIEW SIDE VIEW 231 I z "C,".` I SOUTHOLD LANDFILL ��W PERFORATED PVC PIPE,MINA SOIN OF HOLE X (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) E: AREA PER FOOT OF PIPE-TYPICAL w b - PROPOSED TRENCH SHALL B GAS VENTING PLAN AND DETAILS z UTT INTO THE - EXISTING GAS MIGRATION TRENCH L.K.McLEAN ASSOCIATES,P.C. v CONSULTING ENGINEERS 0 GAS MIGRATION TRENCH EXTENSION D ETA I L 437 SO.COUNTRY ROAD.BROOKHAVEN.NEW YORE NOT TO SCALE Designed By CFD kale AS NOTED Dwg No 0 Drawn By. LMY Date.Feb.2005 17 a lApproved By JFC , CFD File T- 04050.--- 4" REINFORCED CONCRETE WALKWAY------_______. • 's f 1 ---- EXISTING TRAILER TO BE RELOCATED PLUMBING CONTRACTOR (P.C.) TO TIE INTO - CONTRACTOR N COT PRIOR TO GENERAL EXISTING SANITARY WASTE LINE AND INSTALL WASTE 2'-0- 10'-0" 10'-0" 10'-0" 10'-0" 10'-0' 2'-0" RELOCATING THE CON TRAILER REMOVE PIPE TO 5' OUT FROM THE BUILDING. WRAP WRH _ IL THE BOTTOM COURSE OF VINYL SIDING. HEATING CABLE. GENERAL CONTRACTOR (G.C.)TO THE 2x4 BLOCKING ATTACHED TO THE TIE INTO WASTE PIPE AND INSTALL THE WASTE LINE ___ UNDERSIDE OF THE TRAILER IS TO REMAIN TO THE APPROVED SEPTIC TANK. — - FOR USE IN ATTACHING A PROPOSED SKIRTING SYSTEM. APPROVED SEPTIC - EXISTING FOUNDATION TO BE DEMOLISHED SYSTEM o� P.C. TO TIE INTO EXISTING WATER UNE DEMOLITION SECTION WRAP EXPOSED WATER PIPE WITH HEATING CABLE AND INSULATE TO 54" BELOW GRADE _ SCALE: 1/4" = 1'-0" r V o I � 4 EXISTING HEAT & A/C UNIT ELECTRICAL CONTRACTOR (E.C.) TO INSTALL OULET UNDER MODULAR SEE FOUNDATION PIER DETAIL THIS SHEET -� L BLDG. FOR HEATING CABLE TYPICAL OF 12 w hi ]�T G� FRAME OF RELOCATED MODULAR UNIT. L — — — fv�— — — — — — _ _ _ _.,tiyvE OF BUILDING_ — SHIM AS REQUIRED FOR LEVEL INSTALLATION II TOP OF PIER TO BE FINISHED l: SMOOTH AND LEVEL FRAME TIE DOWN (TYPICAL OF 12) .a TIE DOWN TO BE W/IN 24"OF PIER LOCATION TIE DOWN AND COMPONENTS TO BE RATED O 4750# MIN do 24" DIAMETER PIER. FURNISHED AND INSTALLED BY G.C. 1O d BOTTOM OF PIER MIN 36" BELOW GRADE. P.C. TO INSTALL 1¢'GAS LINE � o 0 GRADE G.C. TO RELOCATE BURIED LP TANK a NLPOTANK d v (5) 04 TIES O 12' O.C. FOUNDATION PLAN a 3" = v SCALE: 1/4" = 1'-0" 0 a^tl 4" REINFORCED CONCRETE LANDING „ (4) '5 BARS VERTICAL c a o co I 9 9 o 4 FOUNDATION PIER DETAEL ,a SCALE: 1" 1'-0" a b ADMINISTRATION BUILDING I 9 O NO I L V I tl STEEL SHIM AS REQUIRED FOR LEVEL INSTALLATION A INSULATED ACCESS I 24" x 24" - l—INSULATED SKIRTING: INSTALL NEAR PLUMBING = - 2x4 PRESSURE TREATED STUD WALL (16"O.C.) p, _ - STAINLESS STEEL FASTENERS ONLY GRAVEL TO EXTEND = - 2" POLYSTYRENE INSULATION BOARD 12" OUT FROM DRIP = a" -I9' CEMENT BOARD LINE MIN. (TYP) _ \ - (6) AUTOMATIC FOUNDATION VENTS (3 EA. SIDE OPPOSING) DATE _ BY DESCRIPTION JAPPROV.BY C = MODEL ST BY AIR VENT INC. 0 PRESSURE TREATED 2x TO CAP RIGID INSULATION REVISIONS c a . 'a SKIRTING TO BE EMBEDDED IN GRAVEL MIN. 6" TOWN OF SOUTHOLD L IC.".` � PRESSURE TREATED 2x STAKE O 48" O.C. SUFFOLK COUNTY,NEW YORK 4 SOUTHOLD LANDFILL o - TIE DOWNS (SEE PLAN THIS SHEET) (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) ADMINIST t~ • 9 ,� COMPACTED SUBGRADE _ _._BASE: FOUNDATION PLAN c (TYP UNDER ENTIRE STRUCTURE) - LEVEL, COMPACTED SUBGRADE L.K McLEANASSOCIATES,P.C. 10 MIL POLY SHEET, TAPE ALL SEAMS AND SEAL AROUND PENETRATIONS CONSULTING ENGINEERS - 2" SAND (MIN) 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK ~ FOUNDATION SECTION - 6 GRAVEL (MI") Designed By:CFD Scale:AS SHOWN Dwg.NU. a 0 SCALE: 1/2' 1'-0" Drawn By:MCJ Date:Feb.2005 w Approved By:JFC/CFD File No.04050.000 PROPOSED 74.-0" 5'-O" CONCRETE WALKWAY (2) 2x8 HEADERS TYP ® POSTS 4z4 POSTS EXTEND POST TO USE W/ HANDRAIL 6'-0" 2x12 STRINGERS O 12" O.C. (2) 2x8 HEADERS STAIR UP q 2x8 JOISTS PROPOSED WOOD RAMP IO 16"O.C. (TYP) 1:12 MA% SLOPE w _ ( 24 H�JS m 2xl2 STRINGERS — 2x8 JOISTS O 16-O.C. TYP — _+ _ �I O 12" O.C. (TYP) rr PROPOSED WOOD RAMP o 4z4 POSTS (TYP) 1:12 MA% SLOPE — n CUT POSTS AT MODULAR BLDG FLUSH W/ TOP OF FRAMING (EXCEPT END POSTS USED FOR RAMP AND STAIR FRAMING PLAN HANDRAILS) SCALE: 1/4" = l'-O" IPE CAP ROUND EDGES Y HANDRAIL L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 5/4X6 IPE W/ ROUND EDGES MOUNTED ON 2X4 4X4 POSTS n 1" BALUSTERS FRAMING e y 5/4x6 IPE DECKING 2XB HEADERS W/ 2x8 JOISTS ATTACHED W/ HANGERS i o ATTACH HEADER TO POSTS W/ 4X4 POST N + 7 (2)Yz" STAINLESS STEEL CARRIAGE N BOLTS k WASHERS OPENINGS SHALL NOT ALLOW GRADE PASSAGE OF 4" DIA. SPHERE `nff Iua - 74 __ RAMP AND STAIR PLAN A F WELL COMPACTED CRUSHED GRAVEL v O - -` SURROUNDING ALL POSTS aSCALE: 1/4" = 1'-0" PROPOSED NON-WOVEN GEOTEXTILE Ilk FILTER FABRIC UNDER PROPOSED STRUCTURE (6 OZ. MIN.) STAIR UP 6-O• �� 'O v m IN.CONCRETE LANDING I MIN. TYPICAL STAIR LANDING&RAMP SECTION TYPICAL RAMP ELEVATION(1:12 MAX SLOPE) mSCALE:14"=1'-O" SCALE:Y�"=V-O" t v m v m I 0 n u 4 a z m A I a 0 c`a z DATE BY DESCRIPTION APPROV.BY REVISIONS e TOWN OF SOUTHOLD N YORK LIE A A S�ODUTHOLDD LLK LAANDDFILL m (TRANSFER STATION&ADMINISTRATIO RESIDENTIAL DROPOFF DESIGN) BUILDING RAMP/STAIR PLAN AND DETAILS 0 L.K.McLEAN ASSOCIATES,P.C. CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 e Designed By:CFD Scale:AS SH0WN Dwg.N. 0 Drawn By:MCJ Date:Feb.2005 �^ a A roved By:JFC/CFD File No.04050.000 y �2 �3 r4' r5l �6 r7 �8 �9 rild 1 I 1 I 2 C I 3 IY q I II Ad T_ T_ _ _ I I I 1 ;I r-------� i --- I----- ---------------------------- --------- ----- ------------ --- --------- ------- ------------- ----- --------- ---------------- ____—J_______________________________________ 1 —------—_______—_____L__J ----- ---------------------- - --------------------------- 6 ----------J -------- - --- ' I I --- ------------ --------------------- Ts I � iyil � I d I B 4C I 46 48 @ ���s i , i S i f�_ Ra a 1 I a a r----------------------------- ------------------------ -1T------ ----------- ------------ a ----_11 ida Ia I to Idd I �� ----------1 ------------- _________________—_—__—_____________________—__________4_ _L______ _______ ______ — — — �— — — — ' » — — _ — I C, _J '1 A d IL —J I I �a I I I I 1 l i I I I Ad I I Ad 6 i i ds 6 I I I g`r� Rd 4 — — — — — — r h ------- --- --------------1--- -------- _ - - I 1 ----- �, 4A D� �1� i� I I I I I I Ad 'IF 4A 5A 5 A i I I i i >s I � S I � I i I A 11 ? Y 1 1 Rd ? kd ? 2 I I d add i rd d �� 1� r-- --� r-- ---------------y ----- --- r-- -� --__--'+ F_____1 1-- — —y ------ ------y �----------ti T __J —_t__J __�__J _11_J_________________1^__�__1___—________ __ __ J II I Ad I 1 �d I I 2 1 I 5A 5 DATE BY DESCRDMON APPROV.BY I I I I I REVISIONS I I TOWN OF SOUTHOLD D I I I C UFOLK COUNTY,NEW I I L K&® S SOUTHOLD LANDFII.LYORK I I I I I I I (TRANSFER STATION k RESIDENTIAL DROPOFF DESIGN) TRANSFER STATION FOUNDATION PLAN L.K.McLEAN ASSOCIATES,P.C. CONSULTING ENGINEERS all 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK Kosurl Engineering & Consulting, P.C. Designed By:TV Scale:�'-V-0' Dwg.No. 31 MAd�DM -M N P"•MN Yu 11010 ^ Phi-(516)3e3 7] '2O .F— s1e�]e�111L w..lao-pcevn Drawn By:CO Date: FEB.2005 Approved By:EK File No.04050.000 ~ - ~ CONSULTING ENGINEERS p4 012 N I 1'_7 --4" 10" 2'-6" 104000 PSI CONC. SLAB m 6 MIL VAPOR BARRIER 012 EXISTING UNDISTURBED SUBG1aE NOTE: 0401 1- CONCRETE SHALL BE MIXED HARDENER (16)#9 a j IN SECTIONS 4-4 AND 48-46. RE TO SPECS. ----------------------------------------- ---- #5 012 ° e p5 016 Scale:3/8"=l'-0" I m O 1 PREMOLDED JOINT FILLER SEE TIP FLOOR PLAN EXPANSION JOINT h PUN n� 10" REINFORCED �i LL/jaN CONCRETE SLAB W/ �I� c SURFACE HARDENER �'S 0 2 04 012 d________ f /4 012 .. ..'° ____________ ___ 4'-0" 2'-2' 1'-10' (5) #5 CONT. M6 012V ✓> (3) N5 CONT. G ° .I o �oJ T�;* 4000 PSI CONC. SLAB #6 O16H 9 1— 6 MIL VAPOR BARRIER #5 0124'-6" 9"-4' 4'-8' EXISTING A4 012 EX SUBGRADE UNDISTURBED (q) �'S SCONi. ° r708"V it p4012" /6012"H �rr��}�} MM (��2�( (�p A SEMON 5-5 a N Scale:3/8"=1'-0" Scale:3/8"=1'-0" (16) AN N Scale:3/r=1'-0" SEE PLAN z SEE TIP FLOOR PLAN o z 0 O U in I) W ° W N Ar N , O `p 1 h a ^ a 0 f (/5 072V °c # B" Ms olzv 5 016H #5 016H. /4 012 #7012" 5 012 a #5 012 < ` 012 5 012 1H5012" (4) �JSSCONT. (3) #5 CONT. a N O 00 #6 CONT. 4 #4 BARS 01 i 4•-0^ ) ], 2,-0" #4 012 E.W. /�F�aG� Scale:3/8'=1'-0' Scale:3/8-=1'-0' Scale:3/8'=l'-0' NJ LS���OO IlU fl�� NJE Il ON 2-2/2W-2UV EL. (-0'-10") EL. (9'-0") Scale:3/8"=V-0" Scale:3/8"=V-0" I 20 H ADD (2) /7 BARS IN WALL ADD (2) g7 DOWELS IN FOOTING BEND HORIZONTAL BARS AS SHOWN v ° � _ Apo DC�Q�� 1 MAN MEW AT Oo pC��lO�C�� a ° a Scale:3/8"=V-0" b ' a n ° STEPPED GRADE BEAM DEEM Scale:NTS DATE BY DESCREPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD SUF L'K,,`.` FOLK COUNTY,NEW YORK SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL"DROPOFF DESIGN) TRANSFER STATION FOUNDATION DETAILS L.K.McLEANGI ES,P.C. CONSULTINGG ENGINEERS EERS 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK Kosuri Engineering & Consulting, P.C. Designed By:TV Scale:As Shown Dwg.No. 51 Nmh onv. •Nw N )3 Nw Y�noq Drawn B CO Date:FEB.20M 2 2 PNw,s 416)765-7400•fmc 51, I85-t029 .Mec-pneom y A roved B :EK File No.04050.000 GENERAL STRUCTURAL NOTES: GENERAL NOTES FOR REINFORCEMENT IN CONCRETE: GENERAL NOTES FOR REINFORCEMENT IN CONCRETE: r007WC/PU/W&L S*EDL E 1—The structural drawings shall be t in conjunction with the 1—Reinfo bars shall conform to ASTM A615 Grade 60, for 1—Reinforcing bars shall conform to ASTM A615 Grade 60, for "... "... ,.,.,� e,,a „o,,_, drawings of all other disciplines and the specifications. The main reinforcement. Ties may be ASTM A615 Grade 40, unless main reinforcement. Ties may be ASTM A615 Grade 40, unless e � ea �• m A . a ... contractor shall verify the requirements of other trades as to noted. noted. MOM cwo■ "■_ _< ,/^ sleeves, chases, hangers, inserts, anchors, holes and the item to 2—All dowels shall extend the required minimum distance into " _��_� m0 .e, op "., �� T� ,,., 4 be be laced or set in the structural work. adjacent mpu '°' NO p., �{ T4 "" 4 P 1 pour as specified in ACI 318 or as shown on drawings. GENERAL DESIGN NOTES " T Ctl� mpe, ao. NO 04., �� ,,., , 2—The contractor shall be responsible for complying with all safety 3—LAP splices shall be in accordance with the following table, — ■_ {� Td31^ 4 N o.)p p., y'y` Td „/.. . precautions and regulations during the work. The engineer will not unless noted otherwise where classes not called out on drawings, 1. FOUNDATION DESIGN IS BASED ON BUILDING REACTIONS .a. (0)p P.- --r. T-W ,vn advise on nor issue direction as to safety precautions and use class "B" splices. SUPPLIED BY BUTLER. NO REDUCTION ALLOWANCES HAVE BEEN "°' "a "., -'{ _-r w. ' programs. Splice table for f'c = 4000 PSI, Fy = 60,000, concrete density > TAKEN. LOAD COMBINATIONS ARE IN ACCORDANCE WITH BC 1605.3 MOM „"" """,,,", 0",;; �-r rd ',;,y 3—The engineer shall not be responsible for the methods, 145 PCF. 2. ALL CONCRETE SHALL DEVELOP A 28—DAY COMPRESSIVE „4, techniques and sequences of procedures to perform the work. The 4—All reinforcement splices shall be staggered. STRENGTH OF 4,000PSI. CONCRETE SHALL CONFORM TO ACI "' `�°�°'' "°' "°0" "«' �� '-0 '�^ supervision of the work is the sole responsibility of the contractor. 5—Contractor shall provide adequate support of reinforcement to 301-96. DRY DENSITY FOR CALCULATION PURPOSES IS ASSUMED R. .�• � MOM ,m m;F#402 � ,� ;;y 4—Drawings indicate general and typical details of construction. prevent deflection and sagging. TO BE 150 LB/FT3 m MOM "m.. n� •• ,,., Where conditions are not specifically shown, similar details of 6—Welding of reinforcement shall not be permitted unless approved 3. REINFORCING SHALL CONFORM T ASTM A615 GRADE 60, FY = '" `° ' mf" "" "°0• - construction shall be used, subject to approval by the engineer. "' `-0^'�°'r '°' �• •�5—AII ASTM and other references are per the latest edition of by the Owner's Representative. 60KS1. MINIMUM COVER SHALL BE TOW INCHES UNLESS INDICATED ^_ - »d mp7—Reinforcing steel shall have the following minimum concrete ON DRAWINGS. BILLET STEEL SHALL BE NEW, FREE FROM EXCESSIVE "' '� �° ' "°' mp `� 'd '/^ 4 these standards, unless otherwise noted. .. rr .,, �,p �. ,-0 „� 4 cover unless specifically detailed otherwise: RUST AND SCALE AND FORMED AS INDICATED ON THE DRAWINGS IN ,. .�.�.� M4,M ,.,, No re Fd 6—Contractors shall visit the site prior to bid to ascertain Concrete placed against earth 3" ACCORDANCE WITH ACI 318. ��_�• • mfe. �. mp ".. :� .� un conditions, which may adversely affect the work or cost thereof. 4. GENERAL SOIL BORINGS WERE DONE ON SITE. — `�`�"� MOM' '.�` omp P— :� r. '/,., . Concrete placed in forms — earth or weather face 2" (SEE DRAWINGS - MOM "„ nhp "-, d„ 4 ? SC-2 . SOIL ENCOUNTERED WAS A SAND GRAVEL MIX WITH A - '� °r; �' * p■= �� •� „/n . DESIGN CRITERIA NOTES: Slabs 3/4" :d ,,,r, ."m T�V-dI-I as "., -•�.� 8—All welded wire fabric shall conform to ASTM A185 for smooth TYPICAL PRESUMPTIVE BEARING OF 2TPS. FOR CALCULATION ". mp.. .,, c "■. wire fabric or per ACI 318. PURPOSES 1.5 TPF WAS USED IN ACCORDANCE WITH BC TABLE ". = mod• mpg �.. (.)p "., i� Td ,,,,ry The intended design standard and/or criteria are as follows: 9—All construction joints shown on drawings shall be incorporated 1804.2. NO WATER WAS ENCOUNTERED TO A DEPTH OF TWENTY into the structure, unless the architect approves their elimination. FEET. REA naps saenu(F GENERAL BUILDING CODE OF NEW YORK (2002 EDITION) Additional construction joints, required to facilitate construction, 5. IN ORDER TO PROMOTE REBAR LONGEVITY IN FOOTINGS, THE , CONCRETE ACI 3095 shall be located at — points of minimum shear and shall be detailed CONCRETE WATER TO CEMENT RATIO SHALL BE 0.5 OR LESS. ACI MASONRY ACI on shop drawings. Reinforcement shall pass continuously through 201.2R-20 PART 4.5. STRUCTURAL STTEELEFL AISC L.R.F.D. 93 6. THE ENTIRE TRANSFER STATION IS SLAB ON GRADE. THERE IS STEEL JOISTS GIRDERS SJI-94 the joint. / 10—All abutting concrete members shall be doweled together, NO UNDER SLAB COMPARTMENTS OR CRAWLSPACES. UNIFORMLY ti METAL DECK SDI-02 unless poured monolithically. Dowels shall be equal in size and DISTRIBUTED FLOOR LOAD USED FOR DESIGN WAS 250 PSF.WOO " do ,m •• _. D NDS-31 spacing to the adjacent member. 1 1—Contractor shall provide two (2) #6 bars extending 30" beyond '°° "`° "°° �° FOUNDATION NOTES at the perimeter of an openings gretaer than 100 square inches. u u m 1—All footings shall bear on undisturbed, firm natural soil or MISCELLANEOUS GENERAL NOTES "' A, ^s compacted fill capable of supporting a design bearing pressure of * THE TIPPING FLOOR (ELEVATION IS ASSUMED TO BE EL 0'-0' 3,000 PSF. The Geotechnical Engineer/TestingLab rior to pouring FOR THE FOUNDATION DRAWINGS ONLY P P g 1—In most cases the criteria for the structure(s) is established on foundation concrete shall evaluate all foundation excavations. 2—All footings have been designed based upon an assumed soil the drawings and in the specifications. Where it is not, these bearing pressure as stated in the design report. All footings shall notes shall govern. bear on undisturbed, firm natural or compacted fill. 2—During construction, temporary bracing and/or shoring shall be ,■ ;; ,� L 3—Top of footing elevation shall be as shown on the foundation provided wherever necessary to take care of all loads to which .. ,., plan. These elevations are a minimum and may be lowered as structures may be subjected, including equipment installation. Such bracing and/or shoring shall be left in lace as Ion as required by the engineer. 9 / 9 P g „ 4—All foundation concrete shall obtain a 28 day compressive may be required for safety and to maintain structural integrity. strength of 4,000 PSI. All concrete to be permanently exposed to 3—Protect existing structures during construction. ,■ ■, m � m . weather shall be air entrained to 5% (+/— 1%) with an admixture 4—When working within or adjacent to existing structures, all that conforms to ASTM C-260. dimensions, grades and obstructions are to be observed andm■e a■e neTAC11M N.TrNF. ■,.s ,�,an.a,.q ron..oeava,.,e.,o." 5—All concrete work shall conform to the requirements of verified by the Contractor prior to commencement of fabrication, construction and equipment installation. ' """""'■14Mf""" "" ON"�Me®°"E ACI-301, Specification for structural concrete buildings". Hot �""°"®°'""® �"°°°'"'°'°` �M IWILIM weather concrete shall be in accordance the ACI 305. Cold am 5—When conflicts occur between General Arrangement Drawings, .Ma,,,,�.,.,,cL■.,",,,,,,.,Te,,,,. weather concrete shall be in Accordance with ACI — 306. standard details, general notes and the Engineering Drawings, the 6—All reinforcing steel shall conform to ASTM A-615 Grade 60. fabricator shall make notations of such conflicts on the shop Unless otherwise noted the following minimum concrete cover shall detail drawings submitted for review. be provided for reinforcement. 6—Refer to mechanical and electrical drawings for the sizes and 7—All reinforcing marked continuous (Cont.) on the plans and locations of pipe and conduit openings with a greatest dimension details shall be lapped a minimum bar diameters at splices unless of less than 12 inches, which are not shown on structural drawings. otherwise noted. 7—The Contractor shall verify the coordination of all trades and # BARO report any conflicts immediately to the Owner's designated 5 38 representative. 6 38 7 47 REFERENCE NOTES 8 47 9 47 1. BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE (ACI DATE 02) BY DESCRIPTION 8—Prior to commencing any foundation work, co—ordinate works 318— APPROV.BYREVlstoxs with any existing utilities. Foundations shall be lowered where 2. BUILDING CODE OF NEW YORK STATE (NEW YORK STATE required to avoid utilities. DEPARTMENT OF STATE, DIVISION OF CODE ENFORCEMENT) TOWN OF SOUTHOLD 9—All retaining wall shall have at least 12" of free—draining 3. ASTM STANDARDS — F1558 — ANCHOR BOLTS ���. SUFFOLK COUNTY,NEW YORK granular backfill, full height of wall. 4. STANDARD HANDBOOK OF ENGINEERING CALCULATIONS — TYLER SOUTHOLD LANDFILL 10—Provide control joints in retaining walls at approximately equal G. HICKS, MCGRAW HILL 1072 (7RA SMSTATION&RESMEMPfALDROPOFFDESIGN) intervals not to exceed 25 feet or 3 times the wall height. 5. SUGGESTED METHODS OF TEST FOR IDENTIFICATION OF SOILS, TRANSFER STATION 1 1—Provide expansion joints at every fourth control joint, unless D.M. BURMIESTER, 1958 FOUNDATION NOTES&SCHEDULES otherwise indicated. 6. BUTLER MANUFACTURING COMPANY L.K.MCLEANASSOMTES,P.C. 12—Submit design mix for approval. 7. AASTHO — STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, ® E ® ® CONSULTING ENGINEERS 437 SO.COUNTRY ROAD,BROOE UVEN.NER YORK 13—Per NYS Building Code, all foundation work shall be subject to SIXTEENTH EDITION 1996 third party controlled inspections. 8. MANUAL OF STEEL CONSTRUCTION. AISC, NINTH EDITION. Kosuri Engineering & Consulting, P.C. Designed BY:Tv Scale:An shoYrn DwQ.No. s VAOM b"•""•,a.F«"•""YWk „� DTnwII BY.CO Date:FEB.2005 23 _. _.._ Approved By:EK Me No.04050.000 T CE HARDENER .00R AND LOADING TRENCH (INSIDE BUILDING ONLY) /4 BARS O 12" O.C. REBAR CHAIRS EVERY 48" MAX. EACH WAY TOP AND BOTTOM TYPICAL FOR ALL REINFORCING IN EPDXY COATED ALL SLABS WALL--- DOW CORNING 890 I I I I MIN, SILICONE JOINT SEALANT— I I I < d COV. PREMOLDED EXPANSION JOINT�\ EOin. I I I I Qa a MIN,it It 2 I I I cov. a I I I BARRIER --i-'-------'---f-------------i-- 8 MIL POLYETHYLENE I VAPOR I I I TRUCK COMPACTED SUBGRADE I I I i PIT -�-----�--- ----- - ------- -----------------}-- I I I I TYPICAL TIP FLOOR & LOADING TRENCH SECTION WALL JOINT DETAIL I I I I SCALE: 1" - l'-0" I I I SCALE: r = t'-o' - I TIP FLOOR I I o I I I I I I I I I N I I I I --_________l_________________I #4 BARS t3 12" O.C. REBAR CHAIRS EVERY 48' MAX. I T____�_r------T_________________T___ EACH WAY TOP AND BOTTOM TYPICAL FOR ALL REINFORCING IN ALL SLABS ( I 27'-0" I I I cov. tYR I I N. m I N I I a SAWED AND FILLED W/ * - COV.I hED EPDXY JOINT FILLER _ < `'` •r r I I ----I---------- i -----MODIFI - ---- 6 MIL POLYETHYLENE I I I VAPOR BARRIER I I I NOTE: TOP REINFORCEMENT BARS ACROSS CONTRACTION JOINT SHALL COMPACTED SUBGRADE _ BE TERMINATED AT JOINT 9'-6" I 7YP CONTRACTION JOINT DETAIL TYPICAL SHOP FLOOR SECTION w. SCALE: 1" = 1'-0" SCALE: 1" - 1'-0" SEE PAVEMENT SCHEDULE _______+_____ ` ON SITE DETAILS i c i ' N I LIN N Ll FLOOR PLAN TAT LEGEND: °B PI SCALE:Ne' = 1'-0" EXPANSION JOINT 0 a ------- CONSTRUCTION JOINT CONTRACTION JOINT NOTES 2-0. 1 1/2 x 3 1/2 KEY s' EXCAVATE UNSUITABLE MATERIAL TO FIRM BEARING SOIL(A.O.B.E.). BACKFILL 6+ AND COMPACT WITH SELECT GRANULAR FILL TO 95% PROCTOR DENSITY m < �, ALL CONCRETE SHALL BE 4,000 PSI a ~� a ALL CONCRETE TO RECEIVE SURFACE HARDENER SHALL HAVE A MAXIMUM OF 3% e AIR ENTRAINMENT s m TIP FLOOR AND INTERIOR LOADING PIT SLABS ARE TO INCLUDE ANTI-HYDRO i < ADMIXTURE AS PER MANUFACTURER'S INSTRUCTIONS NOTE: TOP REINFORCEMENT BARS ACROSS CONSTRUCTION JOINT SHALL A4 EPDXY COATED BARS- - .o BE TERMINATED AT JOINT a a n FLOORS TO RECEIVE MECHANICAL FINISH. BLADES TO BE FLAT ON LAST TROWELLING TO PRODUCE A NON-SLIP MECHANICAL FINISH sCONSTRUCTION JOINT DETAIL PREMOLDEO EXPANSION JOINT- SLABS TO BE WET CURED FOR 4 DAYS MINIMUM o SCALE: 1" = 1'-0" SURFACE HARDENER TO BE EMERY SHAKE-ON HEAVY DUN FLOOR HARDENER BY X a < ANTI-HYDRO INTERNATIONAL, INC. GRIT SIZE #8/35 APPLIED AT 1Ya PSF r SAWCUT JOINTS SHALL BE FILLED WITH A-H MODIFIED EPDXY JOINT FILLER #250 BY ANTI-HYDRO. SAWCUT JOINTS WITHIN 4-12 HOURS OF FINISHING AND o° a PROTECT JOINTS FROM COLLECTING DEBRIS. APPLY EPDXY 21 DAYS AFTER CONCRETE PLACEMENT I DOW CORNING 890 SILICONE JOINT SEALANT ` ALL REINFORCEMENT USED ON THE TIP FLOOR AND THE TRUCK PIT TO BE EPDXY a° c BOND BREAKER COATED. 0 J y JOINT FILLER 0 gY2• JOINT \\ DATE BY DESCRIPTION I APPROV.BY N �• -i REVISIONS o TOWN OF SOUTHOLD rn 1)j" x 18" SMOOTH "/4" POLYETHYLENE EXPANSION CAP , �'�."ASUFFOLK COUNTY,NEW YORK EPDXY COATED BARS O 24" O.C. > a SOUTHOLD LANDFILL PREMOLDED EXPANSION JOINT (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) TRANSFER SIATION TIP FLOOR CONCRETE DETAILS 0 EXPANSION JOINT DETAIL REENTRANT CORNER REINFORCEMENT DETAIL L.x.McLEANASSOCL4TES,P.c. SCALE: 1" - 1'-0" CONSULTING ENGINEERS SCALE: 1" = V-O' 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK d Designed By:CFD Scale:AS SHOWN Dwg.No. 0 � Drawn By:11G Date:Feb.2005 Approved By:JFC/CFD I File No.04050.000 24 DOOR AND FRAME SCHEDULE ABBREVIATIONS: DOOR FRAME HARDWARE NOTES MATL GROUP H.M. - HOLLOW METAL MARK SIZE MATL GLAZING S.R.U. - INSULATED STEEL WD HGT THK ROLL UP 1 3'-0" 1 6'-8" 1 STEELI INSUL H.M. A 2 3'-0' 6'-8" 1 STEEL NONE H.M. B 3 3'-0' 6'-8' STEEL NONE H.M. B B 5 3'-0' 6'-8" 1 N' STEEL INSUL. H.M. A 15'-0- 20'-0- -Y4 S.R.U. NONE H.M. Pao Lm MW OPE+ 30 �i 6 15'-0- 20'-0' 34 S.R.U. NONE H.M. Pao lncx Nosr avorx ^0 7 3'-0- 6'-8' 1-Y4 STEEL INSUL. H.M. A 135'-0' 10" 10" 2.- 6,-6' 12'-10" 15'-0' 4'-6' 6.70'-0 12 O" 0 44 00' ZIP DRAIN CAST IN ,�-� 6" _ CONCRETE AS SPECIFIED 1 0 -—-—-—-—-—-—-—-—- - -— INSULATED STEEL ROLL UP DOOR o m n 1 1 SHOP 4'_4" N PANIC HARDWARE EL.49.00' AT ALL EXTERIOR DOORS 5'-6' n -- --- '-�" - _ ------------------ - - -- DOOR 5 & 6 DOOR 2 & 3 DOOR 1. 4 & 7 A 30 INSULATED WALLS FULL HEIGHT, INSULATED WALL 3p DOOR ELEVATIONS I SECONDARY FRAMING AND 0 WITH EXPOSED '0 1 SECONDARY FRAMING METAL PANEL (TIPPING FLOOR I SIDE) BY METAL BUILDING 20'-9' 7'-0' MANUFACTURER C i 25 MECH. '' TRUCK PIT KNEE WALL 4.00'o TOP OF WALL 52.00' o n I N O TRUCK PR N OPEN RATE GALVANIZED STEEL STAIRS WITH RAILING 4R07" - --- -�- f1------- ------------ - - -- _ TIPPING FLOOR _o EL.49.00' UNINSULATED STEEL ROLL UP DOOR 8'-0' 'o �I R-19 GATT INSULATION 6'-0' 1 N 3/4" PLYWOOD 6' STEEL PIPE BOLLARD FILLED o n WITH CONCRETE (2 PER SIDE 1 1x4 WOOD TRIM e _ _—-—-__ _—_—_—_—_—_�J7CEPT TYPICAL SO T ALL OPENINGS ry n n p n nnI n 4.n �I ry11�1nw n„ ORSj SEE-OL'IAI� n'1 n�/1 I r r n'^ PRIME AND PAINT m N 18 GA 8'CSJ3 0 16'O.C. l UNINSULATED METAL WALLS (TYPICAL 1 IN ALL AREAS EXCEPT SHOP) o N 5/8' HIGH IMPACT GYP � 27-0' 27-0" 27-0' 27-0' 27-0" P8" HIGH FINISH 3 COATS, PRIM FRP5E IMPACT GYP N AND PAINT FINISH 3 COATS, a - PRIME AND PAINT s 4 ' EXPOSED SECONDARY FRAMING v o TOP OF WALL 58.00' 55.00' 20 GA. 6" CSQ e o OPEN GRATE GALVANIZED STEEL 0 16" O.C. STAIRS WITH RAILING i R-19 BATT IN LATION -- 11 R O 7' EXPOSED METAL BUILDING INSULATION 46 MOISTURE RESISTANT GYP o 1 FRP PANELS HEIGHT o 6-0" 54.50' 10 T O 11" 26'-4" �," N p C O i7 m UTILITY ROOM s BATHROOM y 1-0. a B 8-0' 4' RUBBER BASE m m30 4'CONCRETE WALKWAY GRADE BATHROOM ONLY : 0 C m o TOP OF WALL 58.00' o FLOOR PLAN l o SCALE:xe" - 1'-0" N/ 55.00" 49.00' 0 PARTIAL SECTION C c � SCALE:h' - 1'-0" DATE BY DESCRIPTION APPROV.HY HANDRAIL 0 34"- 38" HEIGHT TYPICAL REVISIONS PAINT ALL RAILING TOWN OF SOUTHOLD < SAFETY YELLOW T w GALVANIZED METAL SUFFOLK COUNTY,NEW YORK n L IC."�` SOUTHOLD LANDFILL .gym' x OPEN GRATING e G " """"'-'� --- (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) —=ANSFER STATION F9 4" MAX. SPACING ``',_ SECTION / FLOOR PLAN BETWEEN RAILS TYPICAL TYPICAL RAIL N 2s'-o' ;-� — L.K.McLEANASSOCIATES,P.C. 0 6"REINFORCECONSULTING ENGINEERS D CONCRETE SLAB �_� 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK c � c ` Designed By:CFD Scale:AS SHOWN Dwg.No. TYPICAL STAIR ELEVATION Drawn By:MCJ Date:Feb. 25 o. A roved By:JIM/CFD File N. 04050.000 MATCH EAVE HEIGHT OF RESIDENT PORTION MATCH OPENING OF MAIN BUILDING HEIGHT OF MAIN BUILDING MATCH OPENING HEIGHT OF MAIN BUILDING i y � ,i 6" CURB & WALKWAY PARKING AREA I I i IF I SECTION I -CANOPY A i SCALE: 1/4" = V-0" T STANDING SEAM METAL ROOF METAL FASCIA PANEL STEEL WEB JOISTS I MATCH EAVE HEIGHT OF ,I. ! RESIDENT PORTION MATCH OPENING OF MAIN BUILDING HEIGHT OF MAIN BUILDING i W "a •I b a 45'-2" o I AL k O - 6" CURB & WALKWAY o PARKING AREA I o - n I ' o 9 Li i w CANOPY — -- — WASTE AREA c MATCH MATCH s EAVE EAVE HEIGHT HEIGHT u A-26 1 i o SECTION 2-CANOPY B a; a A FLOOR PLAN SCALE: 1/4" = V-0" `-, -- a c SCALE:1fe 1'-0" 3-1-05 LMY AS PER SOUTHOLD TOl►N SOLID WASTE DIRECTOR CFD u - - -- NOTE: DATE BY DESCRIPTION IAPPROV.BY a REVISIONS c 2 CANOPY A AND CANOPY B ARE ADD ALTERNATES. TO" OF SOUTHO A-26 CANOPIES ARE BY METAL BUILDING MANUFACTURER. $UFFOLK COUNTY NEW YORK `o SUBMIT SHOP DRAWINGS STAMPED BY A NYS PE FOR APPROVAL L K Aft A SOUTHOLD LANDFILL CANOPY EI v STRUCTURAL STEEL, ANCHOR BOLT AND BASE PLATE DESIGN IS BY THE METAL BUILDING MANUFACTURER (TRANSFER STATION h RESIDENTIAL DROPOFF DESIGN) e TRANSFER STATION Add Alternate FLOOR PLAN & SECTIONS L.IC McLEAN ASSOCIATES,P.C. CONSULTING ENGINEERS o _— 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK e Designed By:CFD Scale:AS SHOWN Dwg.No. o + i a Drawn By:MCI Date:Feb.2005 Approved By:JFC/CFD I File No.04010.000 26 ELECTRIC SUB PANEL TA-6 TA-1 MAIN ELECTRIC PANEL ELECTRIC Cl BASEBOARD Q TF-3 \\ HEATER PAPER TOWEL SANITARY TA-2 DISPENSER CLEAN OUT 12" MAX - (SEE DETAIL 42" 6" MAX 36" MAX 54"A.F.F. SHEET—) Q ELECTRIC :D-TF-2 BASEBOARD ® MAX 40"A.F.F. HOUSE TRAP HEATER AND FRESH MAX 34"A.F.F. AIR INTAKE MIN 29"A.F.F. LIN9_ . — ® ��// URINAL RIM TA-3 17" - 19"A.F.F. MAX 17"A.F.F. EWH-I F.F. T-5 7'-0" 1'-7" 3'-2• �R LINE DOUBLE CHECK VALVE TA-5 �, 2'-10" 2'-3" TA-4 9'-10" TYPICAL TOILET ELEVATION ELEVATION SCALE: 1/2"= r-o" SCALE: 1/2"= l'-o" I 0 N I I I I N I I I I b I I I I e � . a . G E I 0 4 o FLOOR PLAN o SCALE:I¢" a rn w u C ° m i v m t 0 I 9 IA I N N TOILET FIXTURES BY PLUMBING CONTRACTOR: TOILET ACCESSORIES BY GENERAL CONTRACTOR: s w TF-1 TOILET - ELONGATED TA-1 PAPER TOWEL DISPENSER ° TF-2 URINA L-i WASHOUT,31'TOP SPUD AND EXPOSED FLUSHOMETER TA-2 MIRROR 24"x36"TF-3 LAVATORY - WALL MOUNTED AND FAUCET TA-3 GRAB BAR 36", 6"OFF WALL C EWH-I ELECTRIC WATER HEATER- 12 GAL, 3 kW INPUT, TA-4 GRAB BAR 42". 12" OFF BACK WALL RECOVERY RATE OF 12 GAL/HR AT A 100' TEMP RISE TA-5 TOILET PAPER HOLDER c TA-6 SOAP DISPENSER I o0 o DATE BY DESCRIPTION APPROV.BY REVISIONS e 0 ° TOWN OF SOUTHOLD L IC I".` SUFFOLK COUNTY,NEW YORK e SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) TRANSFER STATION r MECHANICAL ROOM & BATHROOM PLAN 0 A L.K.McLEANASSOCIATES,P.C. o CONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOKHAVEN.NEW YORK c c Designed By:CFD Scale:AS SHOWN Dwg.No. Drawn By:MCJ Date:Feb.2005 a Approved By:JFC/CFD File No.04050.000 -- --J-- --- --- --— - rTMP TRIM - - --- - ----- -- - --- -- --- n 4" LEADER (STANDARD SIZE TYPICAL) \�\ 6"CAST IRON HUB LEADER r // --(--- -- - - I I 4" CLEAN OUT I -- 4" LEADER ° GRADE TYP - I- � - - -- - --- - � - - - - -- - - --- - - - --- - -- - -- I t - - li 12" HDPE TO LEACHING REDUCER STRUCTURE I I I 1 TYP 1/8 BEND 12" HOPE SMOOTH INTERIOR PIPE � I I i SHOP AREA TO BE INSULATED TO LEACHING STRUCTURE I I I � I II Ij 1, I I I I I a 6" 1/8 BEND I I II N II I II RAIN LEADER DROP I N.T.S. II I II I I II I I \NI I �, --- ---- ---- --------- /ill I 4" LEADER I I I TYP I s" Box TYP GUTTER II N I I STANDING SEAM METAL ROOF I I II II II a II 00 I I N 9 II II < o'i 30-0 I I 0o I I O.C. I I a I � II 10, I II = II I I ER 10' RIDGE JENTILATOR I TYPICAL OF 4 I I 4" LEADER i I I I I TYP I i LITE PANEL - TRANSLUCENT FIBERGLASS REINFORCED PLASTIC PANELS I I I I II m I � II I I II u I II `m II II i ll I I m II v le II a L EAVE TBIMII $ LEADER TYP I I c I ci j I DATE BY DESCRIPTION JAPPROV.BY I REVISIONS TOWN OF SOUTHOM v, I I SUF 0LK COUNTY,NEW YORK o j I L AC A A SOUTHOLD LANDFILL m (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) ROOF PLAN 0 I 4" LEADER L.K.MCLEANASSOCIATES,P.C. P CONSULTING ENGINEERS $ - - - - - - - TYP- - - - - - - - - 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK o _ ROOF PLAN I TRIM Designed By:CFD Scale:AS SHOWN Dwg.No. i _ Drawn By: MCI Date:Feb.2005 n 0. SCALE. 1/8" - 1-0" N I` Approved By:JFC/CFD File No.04050.000 (3 15.PAINTED G T kDINNUN LETTERS NODNT W/FIBEROIA55 OFi5E1$AND STNNLESS STEEL FASTNERS(TYPMX) T 0 W N O F S 0 U T H 0 L D M U N IC IPA L S 0 L I D W A S T E F A C I L I T Y — — - — F TOP D W EL S8' CONC.MAENMe EL 33' it ____________________________ TPPMJD iL0011 EL 19'_ EL IP' NORTH ELEVATION 10' RIDGE VENTILATOR 4' ■ 4' LOUVERED VENT BY METAL BUILDING MANUFACTURER TYPICAL OF 2 IIII II'I � �I I III I „illy IIi1I I 'j'iI -0• PPING FLOOR 11 I9• 1 I i_9IIIL.6 rrt;a.M' SOUTH ELEVATION d N 3L � I O N ai 10' RIDGE VENTILATOR a a m o 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 W n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 . .............. ....... I y�l � ......."':: ::... FIBERGLASS REINFORCED PLASTIC TRANSLUCENT PANELS o r 4' LEADERS n e TOP a w1u EL Se• '' w YM��MwMw�M��XNNN��as �aa��NNXh�Nw��N� III TOP Of MVLL Fl.32' EI I _ LOADING PIT EL. 44' ---------------------" ------ ----�-- 21'-2'� I 42._4. -- ---- 42._4. L� ZI�_2.. -- a LEADER LEADER ER WEST ELEVATION I 0 N 4 O d O G I FIBERGLASS REINFORCED PLASTIC TRANSLUCENT PANELS 0 a 0 O o 0 0 0 0 0 0 0 0 0 0 a DATE BY DESCRUMON APPROV.BY 41 0 0 0 0 0 0 0 O a 0 REVISIONS c TOWN OF SOUTHOLD a ......::::::::: ::::::::::::::................. :::::::::..................:::.. ...:::::::::::: IC.",, SUFFOLK COUNTY,NEW YORK SOUTHOLD LANDFILL y FIBERGLASS REINFORCED I" �,, (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) PLASTIC TRANSLUCENT PANELS "I NSFER STATION 0EL W ELEVATIONS _' w .I .I w w �+ ---------_ - ------ -- 11 K. SOI L P.C.42'-4' 1'-2' CONSULTINGENGINEERS o E LEADER E LEADER fL LEADER 437 SO.COUNTRY ROAD,BROOKRAVEN,NEWYORK 0 Designed By:CFD Scale: he" = 1' Deg.No. EAST ELEVATION i Drawn By:YCJ Date:Feb.2005 a. Approved By:JFC/CFD File No.04050.000 ' II II T III III � tti �1 I 11 II it II II II � � 11 II II - II II II II II II II II 1 II II II II 11 11 11 II it II II II II II II II II II II SHOP AREA ROLL UP /'DOOR OPENING II 11 II II II II - 11 II II II II II II I , II I , I I _________I I GRADE ---------------------------------- ----------------------------------------- I 1 e SECTION B—B d F n O N d a m s v a RIDGE VENTILATOR 0 u rn I C 0 m 2 3� m `u a rm. F m S 0 em _ G I 9 �j NOTE: p VAPOR RETARDER FACED R-19 INSULATION, N FLAME SPREAD RATING OF LESS THAN 25. J: TYPICAL OF ENTIRE SHOP AREA. -OPENING- n ROLL UP 7 METAL WALL PANELS ON INTERIOR WALLS OF DOOR OPENING J / SHOP OPENING C I c LOADING PIT LEVEL INSIDE THE I BUILDING. PROPOSED RAMP e GRADE o OUTSIDE OF THE BUILDING a I 4 - ASPHALT PAVEMENT z DATE BY DESCRD?T[ON JAPPROV.BY asLOADING PIT I REVISIONS C TOWN OF SOUTHOLD UFOLK COUNTY,NEW y L IC IR A S SOUTHOLD LANDFIL.IYORK 0 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F "MANSFER STATION BUILDING SECTIONS SECTION A—A L CONSULTING ENGINEERS P.C. _ o 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK d o Designed By:CFD Scele:1/8" = V-0' Dwg.No. e j Drawn By:NG Date:Feb.2005 1301 A roved B :dFC/CFD File No 04050000 FRESH AIR INTAKE 2' 3' 3'4 3i SPUD TO S.C.D.H.S. 4' 3� APPROVED SEPTIC oK SYSTEM C.O. FROST EHW-1 4" FREE HOUSE TRAP O O J 1' Ij / -- I I I I I I I I I I I I I I I I I I I I I I I SUPPLY PLAN WASTE PLAN SCALE:Y" = l'-O' SCALE:Ys' = 1'-O' E m LEGEND n 0 0 N COLD WATER - ni ROUND FLANGED a HOT WATER ------- CLEANOUT HOUSING 4" a J L 2"x4" INCREASER ROOF Sea CHECK VALVE I`I c a • a SHUT OFF VALVE F, I HOSE BIB 1/8 BEND m -+ SOIL PIPE a °o SHUT OFF VALVE I a � I Y BRANCH °o ^ SOIL PIPE �2v. 4 � T- F 1L I UR. I I i C. SANITARY CLEANOUT FLOOR FLOOR SLAB DETAIL m N 0 0 r CLEAN OUT (C.O.) 0 NOTES: SANITARY RISER DIAGRAM c'm 1. NO HUBLESS OR PLASTIC PIPING BELOW CONCRETE SLABS. NOT TO SCALE u A 2. ALL PLUMBING SHALL CONFORM TO THE PLUMBING CODE OF NEW YORK STATE. `o 3. PLUMBING CONTRACTOR RESPONSIBLE FOR ENTIRE WATER SERVICE LINE. o 0 9` 4. PLUMBING CONTRACTOR RESPONSIBLE FOR BUILDING WASTE SYSTEM TO 5 FT OUT FROM BUILDING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DATE BY DESCRIPTION APPROV.BY a SANITARY SYSTEM FROM 5 FT OUT. REVISIONS C TOWN OF SOUTHOLD tq N FOLK COUNTY,NEW L INK A SU SOUTHOLD LANDFILL YORK m r o (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) A A I ION r PLUMBING PLAN 0 L.K.McLEANASSOMTES,P.C. CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 Designed By:CFD Scale:AS SHOWN Dwg.No aDrawn By:MCJ Date:Feb.2005 1 Approved By:JFC/CFD File No.04050.000 `3 1 ZBP - --- �'/��'J\� (''o r�//\��J ELECTRICAL NOTES: I — 1 I I — I i _ 1. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE I SWITCH TO ALL HIGH (NEC)AND THE LONG ISLAND POWER AUTHORITY (UPA) ---�s�ssouglu/ LPOM I BAY LIGHTS IN WASTE I I I ..,..,,. 7,9,11 I HANDLING AREAS I I I 2. ALL ELECTRICAL OUTLETS ARE TO BE GFCI PROTECTED I I I I I 1 3. OUTLET MOUNTING HEIGHT 48" I I o I 4. CIRCUIT NUMBERS SHOWN ARE FOR DESIGN INTENT ONLY. THE ELECTRICAL CONTRACTOR I I SHALL BALANCE LOADS BETWEEN PHASES TO MAINTAIN A MAXIMUM OF 5% LOAD VARIATION I I i BETWEEN PHASES I I I i 1 5. ALL WIRING TO BE COPPER ONLY 6. GENERAL CONTRACTOR TO PROVIDE AND INSTALL PROPERLY SIZED ELECTRIC OVERHEAD DOOF /� OPENERS I - - - --F l-) - - -'ry-- - - - - I I 1 I JY 7 7. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL POWER TO THE OPENERS AND CONTROLS r r r AND IS RESPONSIBLE FOR THE FINAL HOOKUP OF THE UNITS MBP I 8. PRIOR TO ORDERING LIGHTING FIXTURES, COORDINATE WITH THE ARCHITECTURAL DRAWINGS PERATIONS AID 33 I I i AND SPECIFICATIONS. IF DISCREPANCIES EXIST BETWEEN ARCHITECTURAL AND ENGINEERING INFORMATION, OBTAIN CLARIFICATION PRIOR TO PROCEEDING. M INTENANCE S OP I I 1 I I o I I 9. EMERGENCY LTG. FIXTURES AND EXIT SIGNS SHALL BE CONNECTED TO SEPARATE CIRCUITS. I I t 10. SEE DRAWINGS E-1-E-3 FOR CIRCUIT BREAKER SCHEDULES AND SITE ELECTRICAL WORK. i I I 1 I } 1 13.1 5 1 UH-Z LPOM I I it ---i6490008STU/H 135 TIPPING FLOOR: r-4 - - Jr- - - a8E � _� _ _ IQ - - I - - - - I�- - aga LJ L LJ 1 28,3 Ih�I{' I MBP ® LJ' I (' 35 5 I I I RP EC TO SUPPLY& I INSTALL EXHAUST FAN. MBP I MBP I I MBP FAN TO VENT TO I 3P5 1 .e' L y-MBP 1.3 EXTERIOR. Sy----� 9y----� i` 25 I I -1 i N - - m I I 1 23P v.. a I I I I I MBP 29 El- u I I 1 a 1 w I I I I I I 7 r r r r 1 a V i i i N I r— I I R1 12'-10" I 27•_0" I I 1 27'-0" -- zT-o" zT-o" 4 I I I I — MBP m 17,191 o m c I I J 1 r I I I I I BY DESCRIPTION APPROV.BY Jd IY-5� REVISIONS -- - SWITCH TO ALL HIGH BAY LIGHTS -------1----- -------------- -----� TOWN OF SOUTHOLD r---------------? n r n--------- �— IN WASTE HANDLING AREAS � ` O LO �'�.".` SUFFOLK COUNTY,NEW YORK 4 SOUTHOLD LANDFILL w ,°. (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F ASTATION O ELECTRICAL PLAN L.K.McLEAN ASSOCIATES,P.C. - - _ _ _ _ _ CONSULTING ENGINEERS 4 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK ELECTRICAL PLAN Designed By:CFD Scale:AS SHOWN Dag.No. i SCALE: 1/8" = l'-O" Drawn Hy:dlCJ Date:Feb.2005 32 o. Approved By:JFC/CFD File No.04050.000 1 ��-2'SCHEDULE 8Q RIM CONDUIT SEE DETAIL SHE1: REINFORCED CONCRETE PER 4-3• k FOOTING 6• ❑ i El , A ' L SAWCUr CONTROL.JOINS STANDING SEAM PNOTOCEIL 0 ) 14' 9• T WANSION JO NT (TYP S•GUTTER 8:3'LEADER GLAREHIISTFR LN#iT 8•REINFORCED CONCRETE SLAB CONTINUOUS REINFORCED CONCRETE -- GRADE BEAM RIGID FRAME CONCRETE BLOCK o ❑ 1 'o \\ - PUSH WALL �i \ \\ / 2 o 2'DEEP %NiSCONTROL JOINTS �? SAW CUT 881EDIATELY EXPANSION JOINT AFTER FTNISIHING CONCRETE EO EO Mw-.AL WITHIN 4-12HRS) FREE WALK 71'P T1'P REINFORCED WITH Bx8 B'WSZ.LAOzW0 B C2N GRADEW.W.F. SEE PAVEMENT SCHEDULE ON SITE DETAILS `Oj W a EXPANSION JOINT I I CONTINUOUS 2'-6'x2'-6' 1/2'EXPANSION JOINT CM) REINFORCED CONCRETE a ❑ ' GRADE BEAU I -- < COMPACTED SUBGRADE MV) 3'-6'x3'-xl'-2'REINFORCED ° a CONCRETE FWUNG FOUNDATION PLAN SCALE: 1/4' W-O' SECTION SCALE: 1/2'_ ,•-0' 20 ALP OFCI I 2'-6'DUPLEX RECEPT _. e I � ANSWRCH //W� 00'YERS(NEMA 3) I (4)f REBAR AT GRADE M 1'OP 8 BEA 7ADMIN BUILDING AND BOTTOM ON BOTH SIDES (4) #6 REBAR (4) f6 RESAR AT PIER n "� ;:� CONCRETE GRADE 18•DWIETER,30'DEEP REINFORCED i I F'RECASF CONCRETE BLACKS I 6' 6• M 6. 6, CONCRETE PIER(CIRCULAR) ; I \ I\ II i 3,-6•x --O'xl'-2'REINFORCED 4 REINFORCEDROOF CONCRETE FOOTING UNDER COLUMNS CONCRETE FOOTING OVERHANG I v I \ I 3-6 .,�. 2'-6 N _ � I DETAIL 1 - GRADE BEAM DETAIL 2 - CIRCULAR PIER PHOTOCELL H X FOOTING & FOOTING SCAM-I I ,'-0• SCAM- I ; � i I DATE BY DESCRIP1'!ON APPROV.BY a I i REVISIONS ' TOWN OF SOUTHOLD LICALA I ; SUFFOLK COUNTY,NEW YORE SOUTHOLD LANDFIIL TRANSFER STATION k RESIDENTIAL DROPOFF DESIGN) ' — I HOME EXCEANGE I a ' v `-------------------------- J PLAN do DETAILS a FLOOR PLAN L.KMM"AMOCUM,P.C. .. CONSULTING ENGINEERS SCALE: 1/4• _ 1'-0' 437 SO.COUNTRY ROAD,BROOELLVE.NE0 YORK Designed By.C➢D Scele:AS BROWN Dwg.No. aDravu roveBy: MCJ Date: CFD File oe04050.000 33 4" INSULATION 14 GA. GALVANIZED STEEL RAISED RIB ROOF 3" FASCIA FLOOR TO CEILING 6'-8" 1" STEEL FLOOR TO COUNTER 3'-4" MULLION / CROWN MOLDING r r 6 r r CROWN MOLDING A;,z r r r r 14GA GALV. STEEL ROOF, & CEILING rOVERHANGTYPICAL ❑ ❑ I �� 2-34 WATT LAMP FLUORESCENT LIGHT r SAFETY GLASS TYPICAL I TEMPERED SAFETY GLASS r r r r r r 0) °' 14GA. PAINTED GALV. STEEL COUNTER I A/C UNIT r- STORAGE DRAWER LIGHT SWITCH 1 -1/2" PAINTED STEEL WINDOW FRAME PAINTED STEEL ___- 14GA. GALV. STEEL OUTER PANEL RAISED RIB ------- - 2" RIGID FIBERGLASS INSULATION E 1 WEST ELEVATION E 2 SOUTH ELEVATION FLOOR LINE E 3 EAST ELEVATION 4" BASE 18GA. GALV. STEEL INNER PANEL SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 1/2"=1'-O" DUPLEX OUTLET CIRCUIT BREAKER PANEL HEATER- 120V./1500 WATT FAN FORCED 12GA. GALV. STEEL TREAD PLATE FLOOR F 14 GA. GALV. BASE TRIM I I 5 U 4 7 I I 4" X 2"-14GA. GALV. TUBE BASE sea SECTION NOTES: NO SCALE r 1. COUNTER- 18" DEEP PAINTED GALVANIZED STEEL. L 2. PAINTED STORAGE DRAWER BENEATH COUNTER. 8 3. DOOR- 30" WIDE, SLIDING STEEL WITH WEATHER-STRIPPING, BALL BEARING I- — -I 1 1 10 6 i DESIGN BASED ON PAR-KUT INTERNATIONAL HANGERS, SAFETY GLAZING, HEAVY DUTY TRACK, HOOK BOLT LOCK, & HARDWARE. o 4. HOLE IN COUNTER FOR DROP CORDS OUTLET, 2-REO'D. i I PAR-KUT INTERNATIONAL, INC. 5. DUPLEX OUTLET- MOUNTED BELOW COUNTER, 2-REO'D. i 6. SINGLE RECEPTACLE FOR OPTIONAL A/C UNIT. 8 40961 PRODUCTION DRIVE m 7. LIGHT SWITCH FOR INTERIOR LIGHT. F I I _ HARRISON TWP, MICH. m 8. FLUORESCENT LIGHT FIXTURE. I i 2 3 PH. (586) 468-2947 9. FAN FORCED HEATER WITH INTEGRAL THERMOSTAT CONTROL. 1 11. C10. IRCUIT CUIRU TVALL AIR BREA ER PANIEL,,NMAIN BREAKER IS INCLUDED. = 9 II I 1 E 2 P K 8 6 P R E S 48045-1 35 1 12. ANCHOR CLIP- 2" X 2" X 1/4" MIN. STEEL WELDED TO BASE I I I PRESIDENTIAL SERIES AT GRADE WITH 3/4" ANCHOR BOLT HOLE. — 4-REO'D. ANCHOR BOOTH AFTER FINAL LOCATION. ANCHOR BOLTS NOT INCLUDED. 13. WINDOW- 24" WIDE, SLIDING STEEL WITH WEATHER-STRIPPING, BALL BEARING I I I cD HANGERS, SAFETY GLAZING, HEAVY DUTY TRACK, HOOK BOLT LOCK, & HARDWARE. I iv 14. PAR-KUT BOOTHS ARE OF SINGLE UNIT WELDED GALVANIZED STEEL v L _J 8 CONSTRUCTION, FACTORY ASSEMBLED AND DELIVERED SET UP. FAILURE TO S 1 SECURELY ANCHOR BOOTH MAY RESULT IN OVERTURNING OF UNIT AND SERIOUS 13 = INJURY TO OCCUPANT. MATERIALS: O A. SAFETY GLAZING PAINTED STEEL MULLIONS/FRAMES. 4 5 B. PAINT- A RUST INHIBITIVE PRIMER WITH AN INDUSTRIAL FINISH. 12 o. C. ELECTRICAL- ALL WIRING BY PAR-KUT TO BE #12(MIN) STRANDED COPPER, THHN o ENCLOSED IN 1/2"(MIN) E.M.T. PER NATIONAL ELECTRIC CODE. FITTINGS, 1'-6" 2'-0" 4'-4" FIXTURES & DEVICES ARE U.L. LABELED. ALL WIRING TO TERMINATE AT 2" WALL TYPICAL DATE BY DESCRIPTION APPROV.BY a C.B. PANEL. ALL CIRCUITS HAVE GREEN GROUND WIRE. 8'-0" REVISIONS D. BOOTH WILL HAVE A 6" CANOPY OVERHANG ON ALL SIDES. (8'-3" WITH BASE TRIM) E. EX DRAIN WILL BE PROVIDED. WATER TO RUN OFF ROOF. TOWN OF SOUTHOLD �'��"�` S�SOUTHOUNTY,NEW ORK F. EXTERIOR WALL PANEL TO HAVE RAISED STEEL RIBS. INBOUND G. BOOTH WILL HAVE CROWN MOLDING ABOVE WINDOW FRAMES. y E 1 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) H. ROOF TO BE RAISED RIB GALVANIZED STEEL. (TRAFFIC FLOW) ATTENDANT'S J. NO LIFTING RINGS PROVIDED IN ROOF OF STANDARD UNIT. s K. NO ON SITE WORK BY PAR-KUT. PLAN & DETAILS PLAN VIEW L.K.McLEAN ASSOCIATES,P.C. SCALE: 1"=1'—O" CONSULTING ENGINEERS • o 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK a [Approved igned By: Scale:AS SHOWN Dwg.No. 0 wn By: MJ/LMY Date:Feb.2005 3 4 a By:JFC/CFD I File No.04050.000 SITE DRAINAGE CALCULATIONS U43A#4 cm ow ARC = Vc 21,700 ST x 1.0(BLDG. & PAVED)=21.70060 S.F 1 F. x 0.3(VEGETATED)= 387 S.F 1.490 S.F. x 0.3(VEGETATED)= 447 S.F. 'WA,, (WATERSHED AREA IN S.F. x RUNOFF COEFFICIENT r ITYF'' / - 21,700 S.F. x 0,17' = 3.6890 C.F. 1 S.F. x 1.O(PAVEO) = 18,380 5.F, 8.170 S.F. x 1.O(BLDG. & PAVED) = 8.170 S.F EX. �� \0.17' RAINFALL = VOLUME CAPACITY IN C.F.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 18,767 S.F. x 0.17' = 3,190.4 C.F 8,61T7LS.F. x 0.1T = 1,4649 C.F. SICB#2 -�� O •• •} 10' DIA. STORM DRAIN BASIN (SEE SITE DETAILS) MIN. VERTICAL DEPTH OF LEACHING RINGS = 5� 1 TOP-46 59', �' y� _ _ 0 8 (68.42 C.F./VERT FT. IN DEPTH) PROVIDE: 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) C" `S • FIJl&Y2 FIVE (5) L.B. - 12 VERT. FT. EACH MIN. VERTICAL DEPTH OF EACHING RINGS = 46.6 FT MIN. VERTICAL DEPTH OF LEACHING RINGS = 21.4 FL S.F. x 0.3(VEGETATED)= 840 S.F. FI./5-Y9 & C.I.At3 PROVIDE: PROVIDE: 2.800 S 9.200 S.F. x 1.O(BLDG. & PAVED)= 9,200 S.F. 25.430 S.F. x 0.3(VEGETATED)- 7.629 S.F. FOUR (4) L.B. - 12 VERT. FT. EACH TWO (2) L.B. - 12 VERT. FT. EACH TOTAL 40.725 S.F. x 1 O(BLDG. & PAVED)=40,725 S F �y„$ } • 1 10,040 S.F. x 0.17' = 1,706.8 C.F. TOTAL Qu 7.175 S.F. x 0.3(VEGETATED)= 2,153 S.F 5.720 S.F. x 0.3(VEGETATED)= 1,716 S.F -• 48,354 S.F. x 0.17' = 8,220.2 C.F 10,700 S.F. x 1.O(BLDG & PAVED)= 10.700 S.F. 11,000 SF x 1.0(BLDG. & PAVED)= 11,000 S.F. 10' DIA. STORM DRAIN BASIN (68.42 C.F/FT.) TOTAL TOTAL MIN, VERTICAL DEPTH OF LEACHING RINGS = 24�'. FL 10' DIA STORM DRAIN BASIN (68.42 C.F./FT.) 12,853 S.F. x 0.17' - 2.185.0 C.F. 12,716 S.F. x 0.17' = 2.161.7 C.F. me PROVIDE: PROVIDE: MIN. VERTICAL DEPTH OF LEACHING RINGS = 120.1 EL ' 1'. - THREE (3) L.B. - 12 VERT. FT. EACH PROVIDE: 10' DIA. STORM DRAIN BASIN (68.42 C.F./Fr.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) - �� •' \S�„ TEN (10) L.B. - 12 VERT. FT. EACH MIN. VERTICAL DEPTH OF LEACHING RINGS = 31 9 FT MIN. VERTICAL DEPTH OF LEACHING RINGS = 31 6 FT. I I "f` PROVIDE: PROVIDE: .� MATCH LINE A-A THREE (3) L.B. - 12 VERT. FT. EACH THREE (3) L.B. - 12 VERT. FT. EACH _y `Y •_ 56.33 Elm MATCH LINE B-B: ;; (; e oo rr APPROX. 11 k ,l :• LEWIS OF APP,ROX•� / 9.ao u Sp LANDFILL LEMHS OF CAPPING } LANDFILL 4 h �� 5 \ CAPPING I PROPOSED I %/ w a,J ,_ 4.30 � 1 a TRANSFER / • �/ / I o0 4A0 J 04w� °� •2� . .� STATION / •// I 55.0054.50 rrr �O� O •��x} 34 ` BUILDINGI ! Lm EL �/ i -- /j"- �, E.u, - •N� } �yf I -u� � \ .may !AGE Y. 1 / `. Q ''ee° ti� •/l��/ ,' O • l ar J I 1! 0 00 m 5.)C ac n �j • -_ lilt7. •� +r / • _ Stt j. �s.. /\�0�r cli 54 I � 55no .1/ •S 0 `\ ` I / / ` s / • �4 m , I ,�, zs1 ro l m L �� ) �� • p [ u 1 ii �i� - _o l • O U 11 U 11 MATCH LINE B-B / NORTH PLAN 0 m \� / \\ J \\ 3,44550 S.F. x 0.3(VEGETATED)= 1,035 S.F o $ • � `562. 17.700 TOTAL S.F. x 1.O(BLDG. & PAVED)= 17.700 S.F. m • •• \� a ),S,�j, �23• 18,735 S.F. x 0.17' = 3.185.0 C.F. ,o B �., ��`,; i 11`.+ •'f '"y �F 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) m r EX. ` `"'' / MIN VERTICAL DEPTH OF LEACHING RINGS = 45,.@ a' D.M.H./1•• `\ \ `#1` «., 4 00 �• f -�\ `3(' FOURI(4) L.B. - 12 VERT. FT EACH TOP=45.�8' sz,o 0 `� \ 3.480 S.F. x 0.3(VEGETATED)= 1,044 S.F. 6TOTAL.F x 1 O(BLDG. & PAVED)= 6.840 S F m .� 4 '`r � 7,884 S.F. x 0.17' = 1,340.3 C.F. o \ •� \ Y \, 1 `a, \ ¢ 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 1 �•'ti •: ` r�. ::3 MIN. VERTICAL DEPTH OF LEACHING RINGS = �,¢ EL 4zso o. .� PROVIDE:4►+ •Y• \ Yin ••�. .. �Ilk TWO (2) L.B - 12 VERT. FT. EACH '�C.I./1 �' 11, tt180 S.F. x 0.3(VEGETATED)= 3,354 S.F. 3-1-05 I,l(Y AS PER SOUTHOLD TOWN SOLID HASTE DIRECTOR CFD '� DATE BY DESCRIPTION APPROV.BY \C! .� � 12,860 S.F. x i.O(BLDG. & PAVED)=12,860 S.F. A;r� TOTAL REVISIONS r 16,214 S.F. x 0.17' = 2,756.4 C.F.<x.so TOWN OF SOUTHOLD m i ;a V _ 10' DIA. STORM DRAIN BASIN (68.42 H OF LEACHING uiurc C.F./FT.) �'�/"/` SUFFOLK COUNTY,NEW YORK MIN. VERTICAL DEPT = y w`I PROVIDE: SOUTHOLD LANDFILL m / "'°0 TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN FOUR (4) L.B. - 12 VERT. FT. EACH ( ) X ,930 S.F. x 0.3(VEGETATED)= 879 S.F. # I .9s12 o 2 GRADING & DRAINAGE PLANS 5,370 TOTAL S.F. x 1.0(BLDG. & PAVED)=5.370 S.F. 1tl1i1¢. \ 6,249 S.F. x 0.17' = 1,062.3 C.F. ICONSENGINEEReMANASSOM SP.C. _ o �/, ;'14_ - ,-,asx s»" �y'� Cp' "1' 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK SOUTH PLAN QQ 3 - V� 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) a 9 L5.@ EL Designed By:CFD Scale:I"=30' Dwg.No. o St'' �. MIN. VERTICAL DEPTH OF LEACHING RIurc = a •� 29 `�� ' �, ONEPRO L .L.B. - 12 VERT. Fi. EACH (3.5 VF.® C. '11) Drawn By: LMY Date:Feb.2005 35 y. k �l A roved By-JFC CFD File No.04050.000 A rrtvrwcu eu�rAr .,.�......... ....«. •ram - - i / OUfeDUND BY-PASS— 349 2T �\ 6'DIAMETER SOLID PVC DRAIN PIPE CONNECTED TO l ® v _ CONTINUOUS WALL DRAIN PIPE AND PIPED INTO PROPOSED DRAINAGE STRUCTURES. PIPE SHALL RUN AT MINIMUM 0.5% E-LL2 `� F PITCH TO L.P.'s AND TYPICAL FOR ALL DRAIN CONNECTIONS. F,I#3 PROPOSED BLOCK RETAINING WALL - PLAN VIEW SCALE: 1" = 15' n n n --------------- `------------------- ------------------------ PROPOSED BLOCK RETAINING WALL - ELEVATION SCALE: 1" = 15' AREAS WHERE THE TOP COURSE OF FREESTANDING RETAINING BLOCK RESTS ON AN UNDERLYING FREESTANDING RETAINING BLOCK.THE CONTRACTOR SHALL PLACE APPROX.PROPOSED GRADE CONCRETE ADHESIVE,1l2"BEADS-2"O.C.OVER THE CONTACT AREA-TYP. ALONG TOP BACK OF WALL C C C ---- - -- -�7—_�-- - --B— ___ __ _ _ _ _ I� -A- ---- - - - _ - -- - _ __- -_ _ _ _ _ _ - - _ _-_- - _ - - - - _ - - _ _ _ _ _ --- - - - _ - - �- �:^ A B C IX C C o ALLONG BROXOTTOM O FACE OPOSED GOFF WALL LL PROPOSED BLOCK RETAINING WALL - SOUTH END ELEVATION N N SCALE: 1" = 6' APPROX.PROPOSED GRADE Ix C ALONG TOP BACK OF WALL ae C C C C — _ — — — — —-~ — — — — — — — — — — — — — — — — — ——————————— ———— — ———— ——— — ————— ——— ———— — — — —— —— — ————————— —_ — _ — — _ — 56 . 1 - - - ,��_ - - - - -- - - - - - - - - -�- - - - - -s.c, sn s .�.r�-1�--� t_- - - - - _ - '_ - `` c I __ �! �� L : u "— 1 ".__!L ""__— r �._;! ., Imo—' 1 �I •-�- — — — — — — — — — — —� — — ���" laxn _ I - - �I �-_a.eel�s •, ' .�,� ..� _ ,I - W � �I -- '_�.' --` — —_ it Vo — -- --49- 348.8' a- m 352' C $ PROPOSED BLOCK RETAINING WALL - NORTH END ELEVATION APPROX.PROPOSED GRADE $ SCALE: 1 6' ALONG BOTTOM FACE OF WALL" = v In N O O 4'HIGH VINYL COATED CHAIN LINK FENCE- LEGEND � TYPICAL i FS-FM FREESTANDING SERIES FULL STRAIGHT d MIDDLE BLOCK-46"WIDE x 24'DEEP ya CRUSHED STONE OVER a ELEVATION VACRIES FS-FT FREESTANDING SERIES FULL STRAIGHT TOP 18" SMOOTH BLOCK-46"WIDE x 24"DEEP 0 0 CRUSHED STONE OVER O FILTER FAR]C- • ELEVATION VARIES fjm> 1 :' „ 12"DIA_x 24"DEEP FS-HT FREESTANDING SERIES HALF STRAIGHT TOP 3-1-05 LNY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD 18" FOOTING-TYPICAL u -,( I-, SMOOTH BLOCK-23"WIDE x 24"DEEP DATE By DESCRIPTION a' CRUSHEDSTONE OVERFILTER APPROV.BY FLEA FMRICION VA- \ RS-ME RETAINING SERIES END MIDDLE REVISIONS C ELEVATION VARIES S'r,fi- ` SUB-ANGULAR STONE DRAIN(2"MINUS) BLOCK-41"WIDE z 19'DEEP (TYP.)SUPPLIED BY TOWN OF SOUTHOLD .�w "�° (' �>• OWNER SUFFOLK COUNTY,NEW YORK ^' Ll Sox.NON-WOVEN L INK•` SOUTHOLD LANDFILL m ELEVATION 48.5' Nara w -1 ELEVATION 48.5' �r .r ��' IRS-M41 RETAINING SERIES MIDDLE ELEVATION 48.5 FILTER FABRIC- TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN TYPICAL BLOCK-46"WIDE x 41'DEEP ( ) cF a WEIGH SCALE RETAINING WALL PROPOSED PAVEMENT 6' PAVEMENT` PROPOSPROPOSEDppyp4 8" t PROPOSED PAV EMENT 6' a DIAM.PERFORATED PVC RS-B41 RETAINING SERIES BOTTOM o tom' DRAIN PIPE-TYPICAL LINE BLOCK 46 WIDE x 41 .cr•a:-"at y r� DEEP m° t _.` ..--.. - �. _. ,n. :r;;'.+,.., _..... ,.*:b. '`:Ia�� ♦ r SHALL BE PIPED TO LEACHING L.K.MCLFlNASSOCLI[TCS,P.C. a ._ >Ir`J/�, "\.. :.....,..,.t.> x:•.y CATCH BASIN) CONSULTING ENGINEERS c �' 437 30.COUNTRY ROAD,BROOKHAVEN.NEW YORK TYPICAL SECTION A-A TYPICAL SECTION C-C RC"THICK WALL BED TYPICAL TYPICAL SECTION B-B AL Designed By:EPA Scale:As Noted Dwg.No. SCALE: NTS SCALE: NTS SCALE: NTS Drawn By:EPA Date:Feb.2005 3 6 A roved By,JFC/CFD File No.04050.000 - 4" (TYP) CIO ''�; s) I STOP uNE,2w Wf118 IS LL"Y O IEEE MARKNOS LE(80) i• Sz• ' . WIDTH VARIES e�'xo�' CROSSHATCHING 75" sib,?., i�\GP�' ,�R (WHITE OR YELLOW) 32" 's2 F R q 24" 4" (TYP)T� C` • _. 1 { 2' 6' 2' 6' Z 6.yl? NOTE ALL SIGN POSTS 4 (TYP) (WHITE)DOTTED LINE 0/ , SHALL GALVANIZED 0 10' 30' 10' I STEEL AND INSTALL 2 4 4„ (�)�= BROKEN LINE STOP ,4•„ (6EE IAARN!!06 LEGEND) BREAKAWAY IN 7 O � (WHITE) ARROW DETAI Z L f ACCORDANCE WITH f NYSDOT STANDARDS Z 4" (TYP) �L 4„ (TYP) FULL BARRIER D LINE (YELLOW) SPEED EE Q LIMIT Z q" (TYP) SOLID LINE f 20 (WHITE) r 6 A19N ^ � r Rz-,c CUSTOM SIGN TABLE • ^ oo � QUANT. SIZE NOTES ROADWAY bq,D� III I-ITIII-I 1=�1 24" (TYP) STOP LINE ^ �P 1 60"x4O" SEE PLAN T_III (WHITE) 1 30"x4O" SEE PLAN TYPICAL SIGN T— 1 60"x48" SEE PLAN PAVEMENT MARKING LEGEND DETAIL h. 7 12"x18" ACCESSIBLE PLACEMENT DETAIL N.T.S. / PARKING N.T.S. 3 6"x12" VAN /A ACCESSIBLE DGI.eLE YELLGW Ll�4• 1 36"x12" C&D DEBRIS ME MAWAG6 LEMZ) 2 36"x12" YELLOW BAG LEGEND RESIDENT COMMERCIAL N�" 2 36"x12" RECYCLABLES PROPOSED SIGN WITH DROP OFF WEIGH SCALE/ N 1 36"x12" BULK ITEMS ONE STEEL POST FACILITY YARD WASTE 1 SPEED 36"x12" SCRAP METAL y LIMIT 1 36"x 12" APPLIANCES PROPOSED SIGN WITH 1 36"x12" CLOTHING 60'x40'DOUBLE POSTS 4y ci TWO STEEL POSTS 20 1 36"x12" TIRES 4'SERIES"C'TEXT L• ARROW SIZE 06 / �'•" s o� : �� Rz-IC 1 36"x 12" LILHRESCENT BULBS C&D DEBRIS YELLOW BAG -' 1 36"x12" VEHICLE 0. WELCOME TO THE _ BAD • ERIES y o� 1 a 36"x12" WITH 6" LETTERS 36"z12" WITH 6" LETTERS TOWN OF SOUTHOLD RESIDENT 36"x12" WASTE OILTRANSFER STATION& ,� ,,� DROP OFF m rn RECYCLABLES BULK ITEMS RECYCLING FACILITY ' i/� �� FACILITY MQTQQ SIGN TABLE ♦� QUAN UT CD# NOTES 60'x48'DOUBLE POSTS ' w 36%12" WITH 6" LETTERS 36"02" WITH 6" LETTERS 4'SERIES'C'TEXT 15 R 1-1 G STOP" 2 R1-2C "YIELD" m ARROW SIZE C6 N y 4"SERIES C"TEXT' . ESTOPLlE 24 ARROW SIZE C6 2 R2-1 C "SPEED LIMIT" -10 SCRAP METAL APPLIANCES N 2 R2-3B-M SEE PLAN EXIT 1 R3-10C "ONE WAY" 36"x12" WITH 6" LETTERS 36"x12" NTH 6" LETTERS 2 R3-12C-M SEE PLAN o 1 R3-14D "ALL TRAFFIC" CLOTHING TIRES ADMINISTRATIVE R3_12C_M 3 R3-15C "DO NOT ENTER" PARKING 4 R3-59C-M SEE PLAN - SERIES 'E.TEXT C ,. l ARROW SIZE C6 WEIGH �(R / / 2 R7-6Z-M SEE PLAN 36"x12" WITH 6" LETTERS 36"x12" WITH 6" LETTERS • T l LOT 1 R8-1 B—M SEE PLAN SCALE STOP L.E.24 M41E (8ff MANUMS LEGEBND) .i a FLOURESCENT "► 4 3 A IESS'ZE TEXT LIGHT BULBS VEHICLE BATTERIES R7-6Z-M DOUBLE POSTS MARIONIM LEGEND) I (SEE OWKTr��DOUBLE POST w 4'•SERIES'C"TEXT WITH LETTERS 36"x12" WITH 6" LETTERS ARROW SIZE C6 y / �4 "� DATE BY DESCRIPTION APPROV.BY REVISIONS CUSTOM MATCH LINE A-A STOP-W2V11MIE(SEE TOWN OF SOUTHOLD U SIGN WASTE OIL ' 6OPLlE.?A WIEMAIgge n. D�ANOW- �'�."/` SUFFOLK COUNTY,NEW YORK (SEE ' SOUTHOLD LANDFILL �/ (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN SCHEDULE 36"x12" WITH LETTERS [7E�M R' ° 5 ' : LEDETOI STRIPING & SIGNAGE P �N VAMAOGE6�LE LAN (NORTH) y SITE PLAN (NORTH) L.K.McLEANASSOCMTES•P.C. U CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK o Designed By:EPA Scale:l"=40' Dwg.No Drawn By: EPA/LMY Date.Feb.2005 37 Approved Bv:JFC/CFD I Fite No.04050.000 (SEE MAFKIM SOLID WHITE LINE,4' V V V I vJ 4" SERIES R7 DOUBLE POSTS �(' LEGEND) (SEE MARKINGS LEGEND) 1• LEGEND I ON 12 RAMP 4" SERIES "C" TEXT SIOEWAB \ CURB RAMP OE N� SITE NN — ARROW SIZE Cr PROPOSED SIGN WITH ONE STEEL� i DRA'AGS) \ MATCH LINE A-A POST R3-15� ` STOP LINE,24'WHITE cw+e (SEEN ARKINGS S�oEr sroP LINE,2a•WHITE " PROPOSED SIGN WITH TWO STEEL WIRE ' POSTS MARE I c AND SOLID WHITE PAVEraE: LI NE,4' (SEE STOP LINE,24'WHITE - �oM/,y� (SEE MARKINGS , • NOTES' a,my) EXIT LEGEND) I0¢�• pv4 TPq�j LAND) 1. ALL TRAFFIC SIGNS SHALL BE EITHER RI-tC 11`•+VAN ACCESSOLE �� NC THATETTHEYI HAVE ESSEENTIALLY SUITABLY I THE SAME SO PAF040APACE R1-1C APPEARANCE DAY AND NIGHT. BLOCK PORTIONS • yd ' OF SIGN FACES NEED NOT BE REFLECTORIZED. R3-12C-M /• • • • • _ 4 lSl, _ ,y F' R3-59C-M 2. ALL PROPOSED SIGNS SHALL BE CONSTRUCTED z Try SERIES "C" TEXT IN ACCORDANCE WITH THE NEW YORK STATE ( ) SERIES "E" TEXT ARROW SIZE C6 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES a'(TMPJ ARROW SIZE C6 • } _ � - (M.U.T.C.D.). ASSUME WIND ZONE -B". R3-15C ) C OS '+,6 og EXCHANf 3. PARKING STALLS SHALL BE STRIPED WITH A CROSS HAT WHITE I' )� � `�.. -P a 4" SOLID WHITE LINE, EXCEPT AS DETAILED. C D (SEE MARKINGS LEGEND) t (MAI.ONOB LEGDOTTED LINE BD) v L4 ,Q CROSS. WASTE tiro R3-59C-M CROSSWALK DETAIL I , R3-59C-M / ! T r?, __ O :� O/ N.T.S. SERIES "C" TEXT ` I �' SIGNAGE ACCESSIBLE PARKING SIGNAGE F SERIES "C" TEXT ' \, W A CFTC FOR VAN OR A\CCESSIBLE PARKING C*O .�� ,I. SOLID WHITE LINE,4' OIL G _ U SIGNAGE FOR ACCESSIBLE PARKING • I11 (SEE MARKINGS OIL SCALE � O a ) CROSS \\ LEGEND) �� " ACCESSIBLE GRGP = g7 B NAx Bz NA%. CW ETE SPEED �7 a ) HATCHING,WERE \ BATTERY ROUTE RhuP CURB \RAMP FEEL STOP LIMIT �� ` \ ! 5 NEMnRKrNcs DISPOSAL _ x \ STOP LINE 24' 3`0• T-o' ` R A ) CROSSWALK 3-59C-M 4\ h WHffE 5 1 AND \ (SEE MARKINGS SERIES "C" TEXT <s EQUAL EQUAL R2-3B-M e f ) " ARROW_ CROSS HATCHING,WHITE \ A"LEGEND) EQUAL FAUrLL 45' s I SEE (SEE MARKINGS LEGEND) o EQUAL EQUAL 0• _ _ m : �q W W DOTTED LINE -_-1 DETAILS 3 3' 2" g a _ WHITE,4' Lirx o a: i LEGEND) RKINGS `J (Il rl __ / ' z 12• ,I N f (/(J s' \\ n40 RI-2C a /' r .� �80Lp WHIE LIE,4 �( ' N a �/ (TYP) o PRDPoSE. 9) O'x 0;° (SEE MARINGS LEGEND) ' W BLUE a. , 0 TA RI-IC j PA�EMENi 4" BLUE �. RI-1C RESIDEM... MARKINGS _ BLUE PAVEMENT RECYC PAVEMENT STRIPING • STRIPING 3.1 Lv _z SCALE T'AT SPEED - •18-0• 5._0• ACCESSIBLE PARKING SPACE NIN. LANDFILL MINIMUM P O LIMIT O ; ddd R 13'-0'MINIMUM CAPPING 5 ACCSSI a / r, • VAN ACCESSIBLE TYPICAL ACCESSIBLE w SPACE a-- a R2-36-M TYPE B a DoueLE W 00 POST PARKING SPACE TYPICAL ACCESSIBLE ' (NOT TO SCALE) PARKING SPACE—TYPE A PARKING SPACE—TYPE B b /CROSS HATCHING,WHITE (NOT TO SCALE) NOT TO SCALE m '/(SEE MARKINGS LEGEND) o 4- / }} 0 a ONLY XAt(3 REWIRED)° SIEENE I—NA )R PIN _I b WEIGH BYPASS W -T- m � � P.3-12C-M SCALE =U SERIES"E"TEXT w per`• CROSSWALK-'SEE YI D to• lo" 2t• 1G• 21• 1G• -1 /-CROSSWALKOETAL • —� /, \ a4ECTIO TAEA S _ R7-6Z-M DOUBLE POSTS Q A L- BURIAL AND TOP UO // RU511 WITH TOP OF WNEEISTOP Gi 4' SERIES "C" TEXT 4 ARROW slzE ce R1-2C CONCRETE WHEEL STOP DETAIL t � STOP LINE,24'WHITE ' r-+._. .. N (SEE MARKINGS LEGEND) it (' -�=-` STOP LINE,24'WHITE �;! /% NOT TO SCALE s (SEE MARQI06 LEGEND) /' 1• • t 2" m PROPORTIONS FOR THE INTERNATIONAL "i 0 /�. - SYMBOL OF ACCESSIBILITY m \ '� RESERVE GREEN BORDER(3/8")AND (NOT TO SCALE) u • R3-15C LETTERING(2"HEIGHT) 44 SOLID YELLOW UNE,4' : PARKING 1 (SEE MARKINGS LEGEND) w oR1-1C CROSS HATCHING,WHITE(SEE MARKINGS LEGEND) • /8 E ARGINROUND AND3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD z STOP LINE,24'WHITE VAN ACCESSIBLE DATE BY DESCRIPTION APPROV.BY (SEE MARKINGS LEGEND) • 'l�' BLUE INTERNATIONAL SYMBOL y • PARKING SPACE OF ACCESSIBILITY REVISIONS (TYR) -"+ • SIGN.HEIGHT SHALL BE SET 4 TOWN OF SOUTHOLD ro fs, TO MAKE IT CLEARLY VISIBLE SUFFOLK COUNTY,NEW YORK TO ALL PEOPLE WITHIN THE �'�/",` y - '� �O• DRIVER'S SEAT OF ANY VEHICLE Q TRANSFER STATIONT&RESIDENTIAL DROPOFF DESIGN 3/8"GREEN BORDER ) • Q`� /2"GREEN LETTERING �s� d VA 1 1 GREEN LETTERING ,o STRIPING & SIGNAGE PLAN (SOUTH) ® . $' ACCESSIBL L.K.McM"ASSOCUTES,P.C. ARROW-SEE DETAL ` ?p. ` WHITE BACKGROUND AND _ o DOUBLE YELLOW LINE,4' �� �' }/g^MARGIN CONSULTING ENGINEERS c , (SEE MARKINGS LEGEND) R3-IOC 437 S0.COUNTRY ROAD,BROOIQIAVEN,NEW YORK SITE PLAN SOUTH DOUBLE POST ;\` SIGNAGE FOR ACCESSIBLE PARKING Designed By EPA Scale As Noted DwgK a Drawn B EPA Date:Feb.2005 Q o R1-1C (NOT TO SCALE) Y: �] 3 a SCALE:1"=30' Approved By.JFC/CFD File No.04050.000 (, TOP OF BALL TO BE LEVEL WITH PLANT MATERIAL LIST TOP OF BALL MULCH AS THE AVERAGE ' TO BE LEVEL SPEC SURROUNDING WITH GRADE KEY QUANT. COMMON NAME- BOTANICAL NAME SIZE & TYPE SPACING SURROUNDING 6"-6"HIGH GRADE , MAX. SAUCER Qr 15 OUERCUS RUBRA (or COCCINEAL RED CvO 2"- 2 1/2" CAL., B&B MIN, 20- O.C. MULCH AS SPEC. �1 ,PLANTING SOIL AS SPEC HYDROSEED ALL O 15 FRAXINUS PENNSYLVANICA 'SUMMIT', SUMMIT ASH 2"- 2 1/2" CAL., B&B MIN, 20' O.C. FINISHED /-SAUCEP _ i' x DISTURBED r SLOPES AS SPEC. GRADE 6" MI I. 2 Mp /6' MIN. 20 PINUS STROBUS, WHITE PINE 8'-10' HT., B&8 MIN. 20' O.0 PLANTING SOIL - 6 �p��� _.a'•, AS SPEC. ) IN. i. C7— 3 PQTENTILLA FR TI 0 A 'GOLD DROP', GOLD DROP BUSH CINQUEFOIL 3 GAL. 3' O.C. - TYPICAL SLOPE PLANTING DETAIL '\ NOT TO SCALE O' g 4 JUMP R HIN N I A GREEN', SEA GREEN JUNIPER 18"-24", 3 GAL. 5' O.C. CO �Sp'e �MI". MATCH LINE A-A TOPSOIL AND SEED AS NOTED •r...rp..+.+ ..,'1::':;{;; 7 PLANTING NO�C L 'c SHRUB PLANTING DETAIL :=: '• :::; - go NOT TO SCALE •i:r;;:; r; ,j�,•" ' 1 ALL PLANTS SHALL MEET THE MOST RECENT STANDARDS FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN NURSERYMEN .:ai;�.:•• '�•.` '� i ASSOCIATION. 2. CONTRACTOR SHALL WATER PLANTINGS AND SEEDED AREAS AS SPEC. .:ter..:... 3. PLANTING SOIL SHALL BE GOOD TOPSOIL FREE OF ROOTS, DEBRIS OR STONES LARGER THAN 2" IF SOIL IS CONTAMINATED OR EXCESSIVELY SANDY OR CLAYEY, AMEND WITH PEAT MOSS OR COMPOST. 4 LIMI � �. . •>. TS OF 4"•"• . UNDISTURBED SOIL. IF LOOSENED DURING EXCAVATION, COMPACT FIRMLY BEFORE PLACING •' .:::<::+;i�::::. BOTTOM OF FOOTBALL MUST SIT ON UNIT CAPPED ?' '`' ': e :'::i):'..::c ROOTBALL IN PIT. PLANT MUST BE PLANTED AT SAME LEVEL TO SURROUNDING SOIL AS GROWN IN NURSERY . : © LANDFILL 5. AFTER SETTING PLANT IN HOLE, REMOVE TOP 1/3 OF BURLAP. REMOVE AND DISCARD SYNTHETIC FABRIC. CUT AND REMOVE ALL k. f ;',., .�; ` :.;::• STRING, NURSERY CONTAINERS OR WIRE NURSERY CONTAINERS, TIP PLANT ON SIDE AND HIT POT SIDES WITH FIST T 0 LOOSEN. r SLIDE POT OFF IF CONTAINER GROWN, CHECK FOR GIRDLING, CIRCLING ROOTS, AND IF FOUND CUT INTO ROOTMASS WITH KNIFE - ti:i•}?:�' ;: r : �::.�;.., .,. i/` ` AT 3 EQUALLY SPACES INTERVALS AND LOOSEN ROOTS. 6. PLANTING SHALL BE MULCHED WITH 3" TO 6" CLEAN MULCH OR WOOD CHIPS THAT EXTENDS FOR 6" OUTSIDE OF SOIL SAUCER. 9@ �' . ! TURF AND WEEDS MUST BE REMOVED WHERE MULCH EXTENDS OUTSIDE PLANTING PIT. PULL MULCH AWAY FROM TRUNK TO ' �:4; y'• / AVOID MOISTURE TO BUILD UP AGAINST IT. ` 7. ALL PLANTS SHALL HAVE A 3"-6" RAISED SAUCER AROUND PIT TO HOLD WATER. 8. ONLY PRUNE OUT DAMAGED OR DEAD BRANCHES. LEAVES OR NEEDLES SHOULD NOT BE WILTED OR BROWNED. ALL PLANT / I } MATERIALS SHOULD BE IN GOOD HEALTH. 'ate 9. STAKED TREES SHALL HAVE #12 GA. TWISTED WIRE LOOPED AND TIED AROUND 1/2" NOTCH IN STAKE (OR SPLICED TO 2" LAG x-wrl, f / )r,' • ,, � / BOLT WITH WASHER). AS DETAILED 5 8" RUBBER HOSE SHALL LOOP 2x DIAMETER OF TRUNK AROUND TREE AND A 5 16" x 3" GALVANIZED OR STAINLESS STEEL TURNBUCKLES BE USED. 1 EACH PER WIRE. CONTRACTOR IS RESPONSIBLE FOR CHECKING AND RETIGHTENING GUYS 1 MONTH AFTER PLANTING. Al .' Al LEADER OF TREE A• }�O ii MR DAANAAGE�E CDT ... PLANTING PLAN gyy (�/J idR �VaaO Df., Ft Y NORTH SCALE 1" =40' / PROPOSED �ry VV j / TRANSFER �� Q� ;•R 1' gB STATION :t?'•.• d �0 Topsoil & Seeding Note: o �` - j :1,•.{; 8 d REINFORCED ,.�;:;,; ! RUBBER HOSE (� �Q All areas within project limits and areas $ I I •'�ti BUILDING � 41 c + G ! 4 disturbed by construction operations shall „ewe:%r it .: / N 2" DIA., 6' HT. w M _..f. ' t• �' BRACING STAKES be graded and receive 4 inches of 11 yy+ topsoil and hydroseeding for ecologically "/.. / �'•' pp2 's"') DBL. STRAND #12 6 fragile areas with quick establishment w TWO 3"CEDAR •e „ `.•' GA. WIRE TWISTED TURNBUCKLE REINFORCED PLANTING and low maintenance unless otherwise RUBBER HOSESTAKES OR 4"z 4"POSTS 6' OR j •' scheduled or shown on plans. The seed m " " '� .y?tr:•' LONGER mixture shall contain the following: NOTCHED FOR 10% Falcon II Tall Fescue d 24�IA C.P. ;'•�' MULCH AS THE WIRE AND M, ,�,• frAi< SPEC. N IN SET OUTSIDE OF 10% Hertiage Tall Fescue a. v = � ` ,`. ''•l'1'r F'' l GRADE TOP OF BALL TO BE PLANTING PIT 4: �' ,•. ;;i: .•.7:.x; SAUCER F:•: 40% Pennant II Perennial Ryegrass k LEVEL WITH 3 - •i i•'• `'' �` SURROUNDING GRADE,ry :•:~'� 40% Imagine Perennial R e ross PLANTING TOP OF BALL 0 •' m '•:; '• {'•" SOIL AS TO BE LEVEL MULCH AS SPEC. -6 "7 c _ •• `' rn • i�i+t;•',••• i;1�.}.F,'r�(y'"'"R "SOIL SAUCER SPEC \� ` . '+';r' •� `'•.'' / . WITH 3" FINISHED SURROUNDING GRADEGRADE cw �/ ) ..,'•F.`+'':. :;�::d,•�'k•. \ SUBGRADEJ 8„ �....I z ,'� 0 ` . EVERGREEN TREE PLANT NG 2a p • MIN —PLANTING SOIL 'i"' ••'/ • a ,� 'mob ,�..� s NOT TO SCALE / `� AS SPEC. `'`•' r ..;.•ss'+:\ S 2 SUBGRADE-- .. •Y%tr TREE PLANTING DETAIL a _ # TOP-a69K k _ ` `fie � \ NOT TO SCALE /: r "' ? '•r`:`�•7:; ,7;i:4:,1:,yy:;:i `s 37- 3-1-05 LNY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD .. ✓ DATE BY DESCRIPTION APPROV.BY :.:. , �:•. t. 'a. y •. rt�• ,� k• •..ex..• '••i�•y�, �:;:; � �• ` REVISIONS o - ;=3" , t •',mc ' ':.i'Y'• ..r.a:::;•:':�`r:ais•.::.:::....:• :Ii:z•;a r^�'.,•.`•t...:.•''' -. �". - •",+. 73e :?'•, 0s\ TOWN OF SOUTHOLD ?- c;:;\ i:;:;i:;i:;i:;•.: to M1 " 70P.4en \ So SUFFOLK COUNTY,NEW YORK 5.\ + �+::1ti:?:•7?:i:i:•i,;'.,..i;.. / CT• / S' SOUTHOLD LANDFILL / \ `.; .•`.•:'•'.;:•''`�''.; ),,�.;^.,.?. _ ;y,. .74. -zi }. :,4.R (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) ,\ ( :,� �' O� �.P .� ;., •`t' PLANTING PLAN v, PLANTING PLAN L X.YcLEANASSOClATES,P.C. CONSULTING ENGINEERS 6 SOUTH + y.. ,� ( 'I .'�Sp., 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK o SCALE: 1" =40' tiSB, r ,G.r ,'�„ �\ '`. \ nM ` LINE A-A Designed By:CFD Scale:As Noted Dwg.No. P. 4 3 \ I ^ ^•, is+'•',• '•:,•'•`t; )8 Drawn By: LNY Date Feb.2005 Oq 4'" \���" Approved B .JFC/CFD I File No.04050.000 39 SIDEWALk CURB RAMP NOTES: ROAD OR TAPERED NOTE : IF THE DISTANCE FROM THE TOP PAVEMENT/SURFACE SCHEDULE 1. IF THE DISTANCE FROM TOP OF RAMP TO BACK PARKING CURB OF RAMP TO THE BACK EDGE OF THE SIDEWALK IS 4'-0' OR GREATER, THE EDGE OF SIDEWALK IS 6'-0FLARES OR GREATER, THE PAVEMENT RAMP S MPY" SLOPE ON THE SIDE FLARES MAY BE 1:10 SECTION/DESCRIPTION -P V SLOPE ON THE SIDE FLARES MAY BE 1:10 FIA•)F 2 SURFACE TEXTURE OF RAMP SHALL BE DEEP GROVE. FLUSH, SMOOTH - 1/2" WIDE By 1/4" DEEP, 1" CENTERS TRANSVERSE TRANSITIONlllifilllllll¶� ImII¶I�� 1 1/2" TYPE 6F ASPHALT TOP COARSE TO THE RAMP. _ - _ - _ o_ _ _ CONCRETE ROAD AND D WALK '°o•• 0• •°'Y. o•oro °'•°tom-2 1/2" TYPE 3 ASPHALT BINDER COAR_.E CONCRETE RAMP n °° °n °° O O° 0°0 p o 0° 0°000 6" RCA BASE COARSE PARKING r - 4 ( °Po0 °O °p°°Oo°a00°[n�O°0°I AREAS PII I�411 lit 111 I I II 1 del I I CONCRETE RAMP SECTION A-A ,� III-1 :ill—!-''' - 1=!-'I �--COMPACTED SUBGRADE SECTION ON -- - \ '�2 --1 1/2" TYPE 6F ASPHALT TOP COARSE DROP CURB ROAD %,/ \ 1• - ^EXISTING ASPHALT BINDER COARSE OVERLAY AT 1:12 5'-0" MIN. 1 1:12 ( ��; - PROPOSED N,, l SIDE RAMP PAVEMENT -_ _ ENTRY ROAD % 12 SIDE .� I.— I_-I I =i L-1 _! hBFLARE FLARE SURFACE -L--I L1_ HYDROSEED GRASS AS SPEC. & NOTED i• 1� 1 \ HYDROSEED 4" DEPTH OF SCREENED TOPSOIL PROPOSED coNa1ETE cube CONCRETE cuRe _ LTAPERED CURB D /LTAPERED CURB DROP CURB PERSPECTIVE VIEW V �-III=-IF-i11— 111=1 WILE., COMPACTED SUBGRADE AREA PLAN VIEW DROP CURB SECTION B-B X0ii09C^� BROOM FINISH, STEEL TROWEL EDGE SIDEWALK CURB RAMP - TYPE A (UNLESS OTHERWISE NOTED) EXTERIOR & NOT TO SCALE SIDEWALK CURB RAMP — TYPE B DETAIL .� :=� ��� �' -- � � '�. COVERED p -.•..�. .!�. d �---4" DEPTH OF CONCRETE WITH SIDEWALKS NOT TO SCALE - -- = •- ' ' 6" x 6" 6/6 WIRE MESH AT MID-DEPTH (5'-10' WIDE III I_III=I-=iI=.1-III-I III COMPACTED SUBGRADE FINISHED GRADE BROOM FINISH, STEEL TROWEL EDGE CAST IRONCURB INLET FRAME 2 GRATE - (UNLESS OTHERWISE NOTED) 6 CAMPBEE FOUNDRY PATTERN $2541 OR ... ? 6" DEPTH F CONCRETE WITH MID DEPTH (UTILITIES, PADS 6„ 4'_O' APPROVED EQUAL .. ' ':Y 6" x 6" 6/6 WIRE MESH AT _ ETC CURB INLET DRAIN PIPE =III-I-II ill=I-111=1-III=1=111 COMPACTED SUBGRADE CATCASPHALT PAVEMENT - BASIN H (TYP.)ij 2,-6.. 6.. MIN. O O 18" HOPE O OR-8 OZ./SY. FILTER FABRIC 6" MIN. DEPTH OF CRUSHED STONE WHERE SHOWN ON PLANS A I - 18 HOPE 16" MOPE ,' III==III=1 III-=11 1 III_-,-t—COMPACTED SUBGRADE �� - LEACHING POOL u o b II 1 18" DIA. HDPE 6' o CONC. _ (TYP.) n��� o a v CURB 20'— —20' TYPICAL ROAD DRAINAGE PLAN CRUSHED �0 STONE NOT TO SCALE DETAIL >A> E 6 I70,_II0. ASPHALTfC'Ct7[1CRETE' '.'''''''''' ''''''' ' 1_9, 1._6. 1._9. r .........•,.,,,•,5'-0" n ASPHALTIC 'CONCRETE —.TYPE. 3 I NOTES: • c 1. ALL CONCRETE TO BE 3,000 P.S.I. PRECAST N PLAN VIEW BOX XAAS MANDFAC URED BY SUFFOLK CEMENTOR \ e2. PROVIDE PIPE OPENINGS AS REQUIRED. SECTION A—A 1 CRUSHED STONE/RECYCLED CONCRETE AGGREGATE (RCA) a 3. ADDITIONAL INLETS TO BE SPACED s' APART. STABILIZED SOIL BASE — 95% COMPACTION b CURB INLET—CATCH BASIN (C.I \ (STANDARD PROCTOR). (NOT TO SCALE) -"—� yl j 10' DIAMETER TRAFFIC BEARING ING TOP SLAB D m v 2 13,000 PSI PLAN VIEW i CONCRETE WITH No. S D.C. A WA 0'-4" SLAB COVER OR CAST IRON FRAME c O.C. R WAY 24„ TRAFFIC BEARING 6" THICK CONC. v FINISHED GRADE & GRATE AT F.I.- SEE DRAINAGE w" 18•qA.lIDPE PLANS)a DRAINAGE NOTES: OPENING i. LEACHING POOLS SHALL BE PRECASTED CONCRETE CEMENT 18"0 HDPE A R�pU1RED� O STRUCTURES AS MANUFACTURED BY FFOLK PRECAST INC.OR00 1 EQUIVALENT. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. SEE NOTE 1 0 C 2 2 ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST SHEET PILING AS REQUIRED ^° PUN VIEW CAST IRON TRAFFIC BEARING STRUCTURES SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF - -- FRAME/GRATE BY CAMBELL 4000 PSI. IN 28 DAYS. q FOUNDRY PATTERN #10078 OR ^ APPROVED EQUAL 3 ALL DRAINAGE STRUCTURES SHALL BE PLACED IN ACCEPTABLE a TOP OF PROPOSED PAVEMENT LEACHING SOILS AS APPROVED BY THE ENGINEER. IN THE EVENT 12" (TYR) ti C 8" TOP SLAB POOR LEACHING MATERIAL IS ENCOUNTERED, EXCAVATION IS TO BE EXCAVATE AND BACKFlLL 3 FEET AROUND tal o STEEL REINFORCED WELDED -. CONTINUED TO SUITABLE MATERIAL&BACKFILLED AS DETAILED AND BELOW LEACHING RINGS WITH SUITABLE q WIRE FABRIC 6" x 12"#6x#8 POROUS MATERIAL AS APPROVED BY THE ENGINEER. 1n a 4. NO TRENCH, PIT.OR OTHER EXCAVATION SHALL BE LEFT OPEN AND Z SHEET PILING AS REQUIRED O F UNATTENDED. EXCAVATIONS SHALL BE PROTECTED AS DIRECTED BY -- a a THE ENGINEER WITH FENCES. BARRICADES AND OTHER APPROVED J O j DATE BY DESCRIPTION APPROV.BY w METHODS NO DIRECT PAYMENT WILL BE MADE a1 •� 0 - 4" MIN z r REVISIONS EXCAVATE AND BACKFlLL 3 FEETEE 0 z 5 INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE 1. STEEL REINFORCED ON LEACHING 0 AROUND AND BELOW LEACHING a: F FIELD TO MEET FIELD CONDITIONS TO AVOID CONFUCT WITH UTILITIES SECTIONS WELDED WIRE FABRIC a w RINGS NTH SUITABLE POROUS 8 c7 w�. AS ORDERED BY THE ENGINEER. 6"xl 2"#6x#8 TOWN OF SOUTHOLD MATERIAL AS APPROVED BY THE _9 z 2. STEEL REINFORCING ON CONE �'�/".` SM LK COUNTY.NEW YORK ENGINEER. x w v 6 ALLOW FOUR(4) INCHES FOR FINAL ADJUSTMENT OF CASTING SECTION NFOR VERT., 1-#3 TOP, ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK. 1-#BOTTOM, 2 SOUTHOLD LANDFILL a-o 4 BRICK, AND/OR 12 MORTAR MIX (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) 4 8 z 7 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING ,d -� DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE —1--4"MIN GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND ` '1 4' -. .- _ SITE DETAILS v �:. •- SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF - POROUS TITLE 29 CODE OF FEDERAL REGULATIONS,PART 1926, SAFETY AND BACKFlLL 3'(MIN.) MOROR ALBACKFILI HEALTH REGULATIONS FOR CONSTRUCTION(OSHA). NO DIRECT ;? MAT'L L.X.IfcLEANASSOCIATES,P.C. DRAIN OPENING DETAIL PAYMENT WILL BE MADE FOR THIS OPERATION ;-r, CONSULTING ENGINEERS o (NOT TO SCALE) SECTION Z-Z 8 COMPACTION SHALL BE IN CONFORMANCE WITH NYSOOT STANDARD 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK SPECIFICATION SECTION 203-3.12 'COMPACTION' DRAIN OPENING DETAIL SECTION A-A g FLUSH INLET 10'0 LEACHING BASIN (F I) (NOT TO SCALE) Designed By. Scale:As Noted Dwg.No i°' NOT TO SCALE 10'/ LEACHING BASIN (L.B.) DETAIL Drawn By:LMY Date.Feb.2005 ^ 0 NOT TO SCALE A `t roved B :SFC/CFD File No.04050.000 FINISHED 1 RADIUS GRADE 2" REFLECTIVE j TAPE ® ASPHALT PAVEMENT 6 AS SCHEDULED TYPE 6F ASPHALT TOP, ' 6" DIA. STEEL TYPE 3 BINDER ASPHALT a PIPE. ON 6" COMPACTED RCA A/C JOINT SEAL, 4 FILL W/ CONCRETE SUBBASE AS SCHEDULED /—MIN. 3" WIDE 18" a ° AND TACK COAT e MOUND CAP. PAINT SAFETY ::7:j YELLOW. PROPOSED ROADWAY ° ° EXISTING ROADWAY a° CONCRETE AS SPEC. FINISHED SAWCUT FULL DEPTH STRAIGHT EDGE GRADE ALONG PROPOSED ASPHALT L--9„_� 6" ENTRANCE ROADWAY 18" DIA. CONCRETE PROPOSED SAWCUT DETAIL CONCRETE CURB SECTION ENCASEMENT (MIN). NOT TO SCALE NOT TO SCALE SLOPE TOP OFENCASEMENT. 2' LINE POST 1-5/8" O.D. BRACE RAIL CHAIN LINK FABRIC, LOOP CAP TOP SELVAGE TWISTED 6" DOME POST TOP HOG RING LINE POST CHAIN LINK FABRIC, LINE POST 2-1/2" �18 LINE POST TIE 1-5/8" O.D. BRACE RAIL TOP SELVAGE TWISTED LOOP CAP 2.375" OD) ROUND ND & CORNER POST DOME POST TOP HOG RING LINE POST BOLLARD DETAIL -- ROUND END & LINE POST TIE N.T S. RAIL TIE CORNER POST 2-1/2"2.375" OD) ROUND END & CORNER POST " o x ROUND END & 11 GAUGE CORE l ? N i c1. CORNER POST m o ,- 1-3/4" MESH 11 GAUGE CORE TENSION BAR TENSION BAR 1-3/4" MESH I 36" MIN. DEPTH 30" MIN. DEPTH F., I m ADJUSTABLE TENSION WIRE f �' ADJUSTABLE TENSION WIRE -^+� WIDTH TRUSS ROD BOTTOM SELVAGE 12 BOTTOM SELVAGE 12" WIDTH TURNBUCKLE KNUCKLED TRUSS ROD " TURNBUCKLE KNUCKLED i o NOTE: NOTE: N ALL COMPONENTS OF THE CHAIN LINK FENCE ARE TO BE COATED WITH BLACK VINYL ALL COMPONENTS OF THE CHAIN LINK FENCE ARE TO BE COATED WITH BLACK VINYL N 6' HIGH CHAIN LINK FENCE 4' HIGH CHAIN LINK FENCE b N.T.S. N.T.S. 0 ti 3/8" 0 GALV. TRUSS ROD & #9 GA. - 2" DIAMOND MESH VINYL COATED CHAIN LINK FABRIC WITH ALL EDGE KNUCKLED (TYP.) TURNBUCKLE ® (TYP.) 32'-0" o r u 9 GA ALUMINUM �, � i 2' O.D- TOJS 6" O.D. o TIES (12" O C.) � �� MIDDLE & POST o TYP. BOTTOM RA (TYP.) 10 ` — DATE BY__ _ DESCRIPTION APPROV.BY ' REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK c LIIJ CURB (TYP.) PROVIDE OF GATE BOLT.1 DEPTH EMUST BEATER CONCRETE FOR POST FOUNDATIONS NOTEIll UN RA /` SOMOLD LANDFILL GREATER BY 1" THAN BOLT TRAVEL SHALL HAVE A A 4,000 P.S.I., 28 20" 0 CONCRETE M L-1 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) FOOTING AS DAY COMPRESSIVE STRENGTH. SITE DETAILS (CONTINUED) 0 0 DETAIL OF 6' HIGH CHAIN LINK GATE L.K.MCLEAN ASSOCIATES,P.C. o CONSULTING ENGINEERS N.T.S. 437 SO.COUNTRY ROAD,BROOKNAVEN,NEW YORK 0 Designed By Scale:As Noted Dwg.No. i Drawn By:LMY Date:Feb.2005 4 1 n. A roved B :JFC/CFD File No.04050.000 4#50OKCM -CU - 1-5'C TO OVERHEAD � AAATCH CMrE P#Q2 MATCH LINE 600 AMP 30-4 WIRE PANEL 'MBP' 240/120V MAIN BREAKER • SB $ \ HIGH BAY LIGHTS 35A 50A 1 2 25A 180A O&M SHOP PANEL LPOM LP Ib LP NB 4 HIGH BAY LIGHTS 35A SOA 3 4 25A 180A 0&M SHOP PANEL LPOM SIB/ i PROPOSED GFI ,oY'I'YST SA RECEPTAC E AND LIG �Rkiy�TipN LP AZi HIGH BAY LIGHTS 35A 50A 5 6 7%A 180A O&M SHOP PANEL LPOM WITH MANU L SWITCH HIGH BAY LIGHTS 35A SOA 7 8 IOOA 60A SCALEHOUSE PANEL LPSH • TO CONTR T • PHOTOCEL -NEMA 3R HIGH BAY LIGHTS 3SA 50A 9 10 lOOA/ 60A SCALEHOUSE PANEL LPSH / • • HIGH BAY LIGHTS 35A 50A 11 1 1ODAT 60A ADMINISTRATION BUILDING PANEL LPAB T• QOSF-OLP Ch CONTRACTOR SHALL CONNECT TO HIGH BAY LIGHTS 35A SOA 13 14 6A ADMINISTRATION BUILDING PANEL LPAB `• QR GF- EXISTING LOAD PANEL INSTALLED WITH O SIS G�P�\6 SB THE RELOCATED TRAILER BUILDING. HIGH BAY LIGHTS 35A 50A 15 16 60A 36A INFORMATION BOOTH TWO(2)NEW CIRCUITS SHALL BE P 60A/136A T- / INSTALLED IN THE EXISTING PANEL FOR HIGH BAY LIGHTS :ce�50A 17 18 INFORMATION BOOTH pp - THE HOME EXCHANGE BUILDING. HIGH BAY UGHTS 35A 50A 19 20 20A iL_ DIESEL FUEL DISPENSING TANK SPARE OA ^20A 21 22 30A 22A FIRE WELL 11 O HOME - EXCHANGE C1 OVERHEAD DOOR-WEST SIDE 14A/120A 23 24 30A 22A FIRE WELL t 3A'8-1-112"C F RECEPTACLES EAST WALL -a,­,20A 5 26 30A 22A FIRE WELL RECEPTACLES SOUTH WALL a/--N20A 27 28 I5A 6A MECHANICAL ROOM BASEBOARD a O RECEPTACLES WEST WALL 12A^20A 29 30 "A MECHANICAL ROOM BASEBOARD o LP#10 ! 3#2-1#6-2"C, 1-CAT 5&1-RG6 COAX IN 1-%"C, AND SPARE 1-y"CONDUIT WITH RECEPTACLES NORTH WALL 12An2OA 31 32 LOA n 13A MECHANICAL ROOM WATER HEATER LP DRAG LINE TO TRANSFER BUILDING T h BLOCK HEATERS 12A/-120A 33 34 2DA^13A MECHANICAL ROOM WATER HEATER MBP ti CONTRACTOR SHALL CONNECT TO SABLOCK HEATERS 12A/120A 35 36 20A/-\10A MECHANICAL ROOM EXISTING LOAD PANEL IN THE LP#4 y;� tom' A" °$ RELOCATED WEIGH STATION. _ �_. ! • 0 SPARE x/120A 7 38 15A 6A RESTROOM BASEBOARD TWO(2)NEW CIRCUITS SHALL BE INSTALLED IN THE EXISTING PANEL 3 5 7 a { r SPARE %/120A 39 40 15A 6A RESTROOM BASEBOARD FOR LIGHT POLES 1-14. w m ) #11 �P CONTRACTOR SHALL CONNECT TO SPARE x 20A EXISTING LOAD PANEL FURNISHED WITH � 41 42 zoA 6A RESTROOM f THE PREMANUFACTURED BOOTH. V a " 2-112"C' Ai6P X SPARE /'120A 42 44 20A/--X SPARE g#310 W 51 7A 464A 447A ELECTRICAL CONTRACTOR SHALL RELOCATE THE MAIN BREAKER PANEL LAYOUT 3# W = � 3/ 1#2-2 2"C R / : EXISTING GENERATOR,DAYTANK AND TRANSFER NOT TO SCALE o 1-C 5&1-RG6 C3 r! :'SWITCHING TO BE DISCONNECTED FOR REUSE. SAe .� TEMPORARY STORAGE WILL BE REQUIRED ELECTRICAL NOTES: m LP#3 -' W1 z"C' ` DURING CONSTRUCTION AN SPARE TERMIN TE SPARE r 1. TEMPORARY POWER SHALL BE RUN TO THE EXISTING SCALE HOUSE PRIOR TO DISCONNECTION OF o * CO DUIT WI H DRAG CONDU 16AFF POWER TO RESIDENTIAL DROP-OFF BUILDING. LI I _ !/ EXISTING SERVICE TO BE DISCONNECTED AND OVERHEAD LINES REMOVED TO POLE = ROPoseO 3-PHASE fioo AMPAFTER 2. CONNECTION OF TEMPORARY POWER TO THE EXISTING SCALE HOUSE SHALL BE MADE DURING NON P#t2 DISTRIBUTION PANEL'MBP' EXISTING SPASCAR HOUSE RY ER IS RUN TO OFFICE HOURS. 240/120V MAIN BREAKER i � ma oz 1 g 3. THE CONTRACTOR IS ADVISED THAT CONSTRUCTION IS PHASED AND WORK SHALL BE IN b a PROPOSED 600 AMP 3-PHASE TRANS.'S' CONJUNCTION WITH THE PHASING PLANS. ! 5 AMP OPOS D 3-PHASE 22 EXISTING GENERATOR,DAY TANK AND /! ISTRI UTION PANEL'LPOM' TRANSFER SWITCH TO BE RESET ONTO NEW 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY POWER TO THE al SA ! I j i 24/120V MAIN BREAKER i 2 CONCRETE SLAB AND WIRED. ELECTRIC RELOCATED SCALE HOUSE BUILDING IF THE PROPOSED PERMANENT SERVICE IS NOT ENERGIZED. THE m LP#'2 i ` ! �W k CONTRACTOR SHALL POUR SLAB-SEE TEMPORARY POWER MAY BE EITHER HARD WIRE OR GENERATOR. ELECTRIC PLANS FOR SLAB DETAILS. SLAB 12'X 6'X V Luminaire Schedule 3 p#13 o MBP ! - 111 Project: Southold Transfer Station EXISTING OVERHEAD SERVICE TO BE REMOVED AFTER TEMPORARY POWER IS ROUTED TO Symbol Oty Label Description Arrangement Lumens LLF 3 -� / POLEBASESBEHI I ♦> 16 SA Gardco G13-1-4XL 150HPS 0 16' SINGLE 16000 0800 s RETAINING WAL HALL #16 , EXISTING SCALE HOUSE. EXISTING POLE TO / BE SET I8.OFF ACK LP 15 REMAIN '. SIDE OF RO AY pj Q, }.r: � '- --E) 9 SB Gardco G13-1-3%L/150HPS ® 16' SINGLE 16000 0.800 N _ PWS CONCRETE URB- _ TYPICAL ; s .3 r',= * PROPOSED 600 AMP 240/120v 3-PHASE DELTA Statistical Area Summary LPWS • �', UNDERGROUND ELECTRIC SERVICE FROM EXISTING POLE Project: Southold Transfer Station i X'rx LP -` • )LP 14 ` Label Avg Max in Avg/Min Max Min Pts Units -'^ SA / - t• Porkinq Area 2.10 7.01 0.54 3.89 12.98 138 Fc J `- • C Entrance Drive 1.92 6.61 053 3.62 12.47 92 Fc q L: o PROPOSED ROADWAY ' a LIGHTING SEE TYPICAL O CONDUIT PROTECTION 3-1-05 LMY I. PER SOUTHOLD TOWN SOLIDWASTE DIRECTOR CFD DETAILS FOR • x CONDUCTOR TRENCHING .THIS AREA - •"' UP#18 EXISTING POLES AND OVERHEAD DATE BY DESCRIPTION APPROV.BY AND LIGHT PO - • SERVICE TO REMAIN REVISIONS FOUj+1DATl0. ., -.t,- ! SITE ELECTRIC PLAN - �� � �.� TOWN OF SOUTHOLD " �Qv \T1 L'�."/` SUFFOLK COUNTY,NEW YORK i SOUTHOLD LANDFILL SCALE. 11 30, (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) a Exls GELS . c TER AN U ERGROU ELECTRIC SITE PLAN (SOUTH) ♦ - �, ,: ND S VICE TO BE REMOV - T AMPPOWER L.KONSULN�LTING EONGINEERS P.C. /j \ -'- ING ELECTRIC SERVICE TO RE 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK o \ - FROM EMPLOYEE T - SCALE HOUSE IN TRENCH A - BACKFILLED-CONNECTIONS AS ELECTRICAL CO IT}Z2A R-TO'PROV E NEW UNDERGROUND 20AMP Designed By.EPA Scale:AS NOTED Dwg.No. CIRCUIT FROM IL TO RPZ ENCLOSURE AND GFI E MP,LO TT� Drawn By EPA Date.Feb.2005 a.Ia. REQUIRED. RECEPTA- ,'PLUM TO INSTALL HEAT TRAC -- _ A proved By:JFC/CFD File No.04050 000 E_1 SITE ELECTRIC PLAN SCALE: 1 " = 30' O 1,07 p Np 4#3/0 - 1#2 - 2 1/2"EMT TO MBP aROp �� 30+ti 6SFO �� y� 225 AMP 30-4 WIRE PANEL LPOM 240/120V MAIN BREAKER UNIT HEATER 49A 60A 1 2 40A 24A EQUIPMENT RECEPTACLE UNIT HEATER 49A 60A 3 40 4 40A 24A EQUIPMENT RECEPTACLE EXISTING CUTLER HAMMER PANEL TO BE UNIT HEATER 49A 60A 5 6 50A 30A EQUIPMENT RECEPTACLE REUSED.13 OF 24 SPACES AVAILABLE. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND CONNECT AS NECESSARY. UNIT HEATER 49A 60A 7 8 50A 30A EQUIPMENT RECEPTACLE UNIT HEATER 49A 60A 9 10 60A 36A EQUIPMENT RECEPTACLE EXISTING PROPOSED 600 AMP NEMA I DISTRIBUTION WEIGH UNIT HEATER 49A 60A 11 12 60A 36A EQUIPMENT RECEPTACLE PANEL HCM AS MANUFACTURED BY SQUARE D STATION �n -I LINE ORTROUGH REQUIRED EQUAL CABLE PROPOSED 225 AMP NEMAI HIGH BAY LIGHTS 35A 50A 13 14 20A/112A WALL RECEPTACLES - EAST TROUGH AS REQUIRED PER FIELD SUB PANEL CONDITIONS. ALL MATERIALS TO BE 3 3 0 — 1#2 — LPWS DISTRIBUTION PANEL HCN AS MANUFACTURED BY SQUARE D c'. APPROVED BY LIPA AND THE NATIONAL ELECTRIC CODE. 2-1/2"C I LINE OR APPROVED EQUAL. HIGH BAY LIGHTS 35AC5O 15 16 20An 12A WALL RECEPTACLES - WEST a CABLE TROUGH AS REWIRED — 00 PER FIELD CONDITIONS. ALL MATERIALS TO BE APPROVED BY LIPA AND THE NATIONAL SPARE X/�20A 17 18 20A/118A ROLL-UP DOOR m PROPOSED ELECTRIC CODE. of 0&M SHOP SPARE X/120A 19 20 15A/1 X SPARE 600A MBP' 4#3/0 - 1#2 - 21"EMT SUB PANEL LPOM' SPARE Xr-,\20A 21 10 22 15A/1 X SPARE 3PH, 4W 240/120V TRAN "S" MAIN BREAKER SPARE X/120A 23 24 15A/1 X SPARE 240/120V40 Q 30-4 WIRE 3 2 — i 6 — 2"C SPARE X/�20A 25 26 15A/1 X SPARE 600 AMP EXISTING ADMIN. m BUILDING 202A 205A 182A S SUB PANEL OPERATIONS& MAINTENANCE SHOP N 3 500 KCM — CU — 4"C 4 500 KCM — CU — 4"C WATER LPAB NOT TO SCALE FROM OVERHEAD GROUND oco EXISTING CUTLER HAMMER PANEL TO BE REUSED.2 OF 12 SPACES AVAILABLE. o _ ELECTRICAL CONTRACTOR SHALL FIELD TOPSOIL VERIFY AND CONNECT AS NECESSARY. POWER SCHEMATIC - _ 0 NOT TO SCALE GROUND ROD , • e a • • • DETECTABLE DATE BY DESCRIPTION APPROV.BY • o.::• ,. MARKING TAPE c 0 e COMMON FILL REVISIONS o :• '' a• TOWN OF SOUTHOLD • • ° TRENCH �'�.".` SUFFOLK COUNTY,NEW YORK `w N •a • o • o `�—.IDEN AS NEEDED ABOVE CONDUIT SOUTHOLD LANDFILL F ••• to .�o (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) r •• • • • CONDUITELECTRIC SITE PLAN (NORTH) 0 n BEDDING L.K.McLE"ASSOCIATES,P.C. • • CONSULTING ENGINEERS o 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 ELECTRIC TRENCH DETAIL Designed By EPA Scale:AS NOTED DWg.No N.T.S. Drawn By.EPA Date Feb.2005 a Approved By:JFC/CFD File No.04050.000 — NOTES: VER _ 1. CONTRACTORS SHALL MOUE Y THE UTILITY SPECIFIED RISER MATERIAL NEUTRAL SIL OR�PLATED Nores: BUS COPPER BUS L� 24„ I 1.CABINET SHALL BE RATED NEMA 3R AND SHALL BE CONSTRUCTED FROM CODE GAUGE ON THE POLE, TO A HEIGh 9 TO 10 FEET ABOVE GRADE —�I GALVANIZED OR BE RHEA ED STEEL U-GUARD - 3' POLYETHYLENE SCHD 80 OR 3" DBL. A V. STEEL - 10' 2.BUS BARS SHALL BE SILVER OR TIN PLATED COPPER AND SKALL BE SIZED PER THE NEC. LONG W/ BELL ENDS CCONTINUOUS STAINLESS 3.BUS BARS SHALL BE MOUNTED IN THE CABINET BY MEANS OF STANDOFF INSULATORS RACEWAY STEEL PIANO HINGED DOOR. e OR INSULATED MOUNTING BRACKETS. INSULATING MATERIAL SHALL CONFORM TO THE SECONDARY CABLE MAX PRIMARY CABLE MAX. (SEE NOTE 6) �-m.s POR LEFT HAND SWING ONLY APPLICABLE SECTIONS OF UL 746 AND UL 94.CABINET SHALL BE UL APPROVED. a - 1/c 350 KCM 3 - z/c #1/0 Awc UTILITY SPLICING CREW O O O O BOTTOM 4.ONLY THE RIGHT HAND SIDE OF THE CABINET SHALL ALLOW F'OR LINE AND LOAD CABLES TO COMPLETE RISER POLE `. ��ENT TO ENTER AND EXIT THROUGH THE BOTTOM OF THE CABINET. THIS SPACE SHALL OR EXIT ALLOW FOR THE CABLES TO MEET THE MINIMUM BENDING RADIUS TO THE NEAREST 5"DOUBLE GALVANIZED STEEL U-GUARD - 5' LONG W/B L ENDS (NCLUDING GROUNDING AND o PHASE OR NEUTRAL BUS.AS PER THE NEC. SECONDARY CABLE MAX. PRIMARY CABLE MAX. BONDING MATERIAL) GROUND STRAP O 5.THE SHORT CIRCUIT WITHSTAND CAPABILITY OF THE CABINET ASSEMBLY SHALL 8 - 1/C 500 KCM 3 - 2/C 750 KCM GROUND LUG X BE A MINIMUM OF 18.000 SYMMETRICAL AMPERES. e ANOOFF d 48" 6.CABINET DESIGN SHALL HAVE PROVISIONS FOR A SOLID DOOR TO ALLOW FOR THE INSULATOR LIPA APPROVED METER ENCLOSURE TO BE MOUNTED REMOTELY FROM THE CABINET. METER SOCKET 7.CABINET MAY BE DESIGNED WITH A SINGLE OR DOUBLE DOOR AS NECESSARY TO CONFORM 2. A) THE LOCATION OF THE U-GUARD ON THE POLE SHALL BE IDENTIFIED ° ^� AND WITH APPLICABLE STANDARDS. OVERALL DIMENSIONS SHALL BE KEPT TO A MINIMUM, OR 7HE CONTRACTOR BY THE LIPA ED&C REPRESENTATIVE ASSIGNED TO ('�_ O O O O 0 01 TEST SWITCH B.HEX HEAD OR THUMB SCREWS MAY BE FURNISHED INSTEAD OF A THREE POINT LATCH, THE JOB PRIOR TO INSTALLATION OF THE CABLE/RISER. / NO'2(0) o o °o o ,a 9.MANUFACNRER SHALL FURNISH AND INSTALL 1/2-13 STUDS WITH SPLIT LOCK WASHERS B) THE LENGTH OF THE CABLE REQUIRED FOR UTILITY TO MAKE FINAL - Ll lyp((�gi�)1' 0 0 0 0 ° AND HEX NUTS FOR C.T MOUNTING. CONNECTIONS AT THE POLE SHALL BE IDENTIFIED FOR THE CONTRACTOR 10.USE ONLY MANUFACTURED APPROVED LUG KITS. NO. 1 BY THE LOCAL UTILITY ED&C REPRESENTATIVE. cauuuNKAnoNs LINE HEX SCREW iiore�I%3 bP) 11.ONLY FACTORY PREFABRICATED KNOCKOUTS ON THE ENCLOSURE SHALL BE USED. CURB 12,THIS STANDARD SHALL NOT BE USED AS A DESIGN CRITERIA. DIMENSIONS SHOWN ARE 3. A) THE CABLE SUPPLIED BY THE CONTRACTOR FOR USE ON THE POLE TRAFFIC RECOMMENDED MINIMUMS ONLY.LARGER DIMENSIONS SHALL BE USED WHERE REQUIRED SHALL BE INSTALLED AND PROPERLY SECURED TO THE POLE BY THE - K.0 TO ACGOMODATE 100 II T BY CODE. PA'a LOCKING DEVICE ELECTRICAL CONTRACTOR TO PREVENT DAMAGE AND/OR ANY ACTS OF RISER LOCATIONS ON POLE z rv.) VANDALISM FROM DAMAGING CABLE PRIOR TO HOOK-UP SEE SEE 10" B) CABLE IS TO BE ATTACHED TO THE POLE WELL ABOVE THE TOP OF NOTE 4 NOTE 3 RELATIVE POSITIONS OF RISERS 1 & 2 METER FURNISHED i THE RISER WITH A KELLUMS GRIP BASKET OR LENGTH OF LINE TIED IN A (# N ) AND INSTALLED "ROLLING BEND KNOT" (SEE BELOW) SO AS TO PROTECT THE CABLE FROM TO BE CONTROLLED BY THE DIRECTION IN BY UPA BOTTOM NEW MECHANICAL BENDING DAMAGE. WHICH CABLE EXTENDS UNDERGROUND 4",3.5•CONCENTRIC KNOCKOUTS(4 TYPJ 4. ALL CABLE SHALL BE PROPERLY END CAPPED AT BOTH ENDS BY THE ME ER ENCLOSURE HUB OPENING FOR CONTRACTOR WITH APPROVED TIGHT FITTING WATERTIGHT SEALING CAPS OR RECESSED IN DOOR 3' 3.S"OR 4"HUB IN STRICT COMPLIANCE WITH NEC 300-5 (a). *' In (SEE NOTE d6) Z_ 5. 3" POLYETHYLENE U-GUARD SHALL BE FASTENED WITH 1/4" X 2 1/2" IMPORTANT. SEE a aALL U-GUARD MATERIALS ARE TO BE LAG SCREWS WITH CUSHION. 5" STEEL U-GUARD SHALL BE FASTENED FIVE FOOT LENGTHS WITH BELL ENDS. 0 WITH 3/8" X 2 1/2" LAG SCREWS. (SEE NOTE 1) V FCURRDIT URNISHED AN INSTAL �- SECURE TO POLE WITH %" X 242" BY LIPA(SEE NOTE AL SIDE VIEW6. LIPA SHALL COMPLETE THE CONSTRUCTION OF THE RISER PER THE GALVANIZED LAG SCREWS APPROPRIATE CONSTRUCTION STANDARDS. NO SUBSTITUTIONS WILL BE ACCEPTED U-) FOR 3" SCHEDULE 80 U-GUARD OR 5" 7. IF CONDUIT IS USED, MANHOLES ARE REQUIRED. CONTACT E.D.&C. FOR UTILITY APPROVED SOLUBLE GALVANIZED 1 3#3/0 - DETAILS (SEE CS-6620). STEEL U-GUARD. (SEE NOTE 1) #2 - 2-1/2 C - THE CONCERN FOR RELIABLE ELECTRIC SERVICE REQUIRES THAT UTILITY 1 U FINAL GRADE RESERVE THE RIGHT TO REFUSE TO ACCEPT OR ENERGIZE ANY CABLES THAT HAVE BEEN LEFT WITH 'ENDS' UNCAPPED. MOISTURE INTRUSION HAS EXISTING 100 AMP EXISTING BEEN DETERMINED TO BE A SUBSTANTIAL CAUSE OF PREMATURE CABLE 1-1/2 MAX CUTLER HAMMER PANEL LPWS FAILURES, UNCAPPED CABLE ENDS ARE THE LEADING CAUSE OF THIS 240/120V MAIN BREAKER PROBLEM PIPE E n CONDUIT USED_� 1 2 /�_USED m u USED_/1 3 4 �_USED � IF CONDUIT IS USED A MANHOLE / SPLICEBOX IS REQUIRED, SEE NOTE 7 USED 5 6_� /'\_USED a ROLLING BEND KNOT, TO ATTACH LINE TO WIRES WHEN GRIP IS NOT AVAILABLE. N 3#2 — 1#6 — 2"C TO MBP USED n 7 8 �_USED a LIPA APPROVED CABLE RISER aNTS USED_� 9 10 �_USED v EXISTING 100 AMP EXISTING CUTLER HAMMER PANEL LPAB USED_/1 11 12 20A 12A ROADWAY LIGHTS POLES 1 - 7 240/120V MAIN BREAKERIII ral PHOTOELECTRIC SPARE /1 X 13 14 20A 12A ROADWAY LIGHTS POLES 1 - 7 m CONTRACTOR SHALL CONTROL (TYP) USED /1 1 2 /-_USED a PROVIDE TWENTY FOUR (24) SINGLE LUMINARIES AND THREE (3) DOUBLE LUMINARIES USED n 3 4 /�_USED SPARE_ 1 X/ 15 16 20A 1 2A ROADWAY LIGHTS POLES 8 - 14 AS SHOWN ON PLANS a USED_� 5 6 SPARE_/1 X 17 18 20A 12A ROADWAY LIGHTS POLES 8 - 14 n USED a SPARE_/­\ X 19 20 X �_SPARE STREET LIGHT POLE USED_r--\ 7 8 /1_USED I ALUMINUM LIGHT POLE —� 9 SPARE_/� X 21 22 X /1_SPARE � USED 1 O /�_USED N SPARE_/1 X 23 24 X n_SPARE SPARE _/1 11 12 20A/'112A HOME EXCHANGE ADMINISTRATION BUILDING WEIGH STATION m i STREET LIGHT STANDARD GROUNDING CONDUCTOR. PIGTAIL SOCKET AND 2.5 AMP PLUG NOT TO SCALE NOT TO SCALE m FUSE ON EACH HOT LEG 0 O AS REQUIRED FOR 16' MOUNTING HEIGHT c I I-1 1—=I I I—_ -11-I I—_r= =i ill—ill=!11=11 za" a. a: _ —i!I-111 DATE BY DESCRIPTION APPROV.BY � PRECAST CONCRETE FOUNDATION .4 ,a. (2) 1-1/2 IN DIA. CONDUIT BENDS REVISIONS 12"' TOWN OF SOUTHOLD f.t� ROADWAY / PARKING PAVEMENT °' 1.4 x 1.4 WELDED WIRE MESH SUFF COUNTY,NEW YORK 16" G G PRECAST CONCRETE FOUNDATION 6� 1"RADIUS L'K&A SOMOLD LANDFILL, ''` a .a. e• ANCHOR BOLTS AS PER SPECIFICATION (TRANSFER STATION&RESIDENTIAL.DROPOFF DESIGN) E A 0 CON OLKCRETE CURB T— ° ° 3,000 PSI CONCRETE 20•• ELECTRIC DETAILS 12� <a "A ii\y \ \ \ \ \ 4 0 \ L.K.YcLE"ASSOCIATES,P.C. �Qy CONSULTING ENGINEERS \\� \\ \\/ / �\ C20N BARS 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YOM 0 PROPOSED LIGHT POLE DETAIL LIGHT POLE FOUNDATION DETAIL Designed By:EPA Scale:AS NOTED Dwg.NN. v (NOT TO SCALE) GENERATOR SLAB DETAIL AROUND PERIMETER (NOT TO SCALE) N.T.S. Drawn By:EPA Date'Feb.2005 LI_C] A roved B :JFC/CFD File No 04050.000 PJ 3 ELECTRIC CONDUIT PITLESS ADAPTER MECHANICAL HOSE REEL WITH 200' GRADE TO BE SLOPED ENCLOSURE BOX INSTALLED TO GRADE OF HOSE AND I}"HOSE AWAY FROM WELL mZ OPERATIONS AND 2 FLEXIBLE UHMW HOSE nz 6"BOLLARDS SEE .� mZ �g TYPICAL DETAIL MAINTENANCE SHOP NON-FREEZING POST HYDRANT AS 3" DIA. GALVANIZED STEEL PER SPECIFICATION DROP PIPE WITH CHECK VALVE AT TOP OF WELL MECHANICAL HOSE REEL WITH 200' GROUND LINE OF HOSE AND 121"HOSE CON CRETESIpB FIELD FABRICATED STEEL REEL O ' STAND BY CONTRACTOR DUCTILE PIPE i a a ECLIPSE 2"POST INLET 3" DUCTILE IRON PIPE FROM HYDRANT 2"FLEXIBLE UHMW HOSE HYDRANT(SPECIFY XTHRU FOUNDATION WALL O i DEPTH T(SPRY) UNDISTURBED NEMA 3R PUMP STARTER WITH EARTH MANUAL THROW,MOUNTED 60"AFF CONCRETE PVC LINE FROM WELL CRUSHED ROCK sr�r¢w�rtn uvEi nEa1 vE r E HOLE NON-FREEZING POST HYDRANT AS SHOP BLIOCKNG ANNURUST ILUSGAROUND WEROUT IN LL CASING PER SPECIFICATION EL. 49.00' PROPOSED HYDRANT&HOSE REEL DUCTILE IRON PIPE FROM HYDRANT I NTS T THRU FOUNDATION WALL o6" DIA. STEEL WELL CASING HYDRANT NOTES p : O E` I+ 1. Hydrants shall be self—draining, non—freezing, compression M f _ / type with 2-3/16" main valve opening. ^ H 1 _ l 2. Inlet connection shall be 3" o SUBMERSIBLE WELL 3. Outlet shall be 2" IP or NST). a PUMP — 7.5 HORSE POWER I ' 4. Hydrants shall have a 3" ductile iron��---'--- y pipe riser with a = I 5, cast iron stock top, and non—turning operating rod. FINE SAND SEAL S. Principal interior operating parts shall be brass and 1 _ __ removable from the hydrant for servicing without excavating < _ — the hydrant. I 18.0 --_ 6. Hydrants shall be set in 4 cubic feet of crushed stone to allow for proper drainage of the hydrant. GRAVEL PACK 7. Recommendations of the AWWA should be followed when I installing the hydrants. #1 MORIE SAND 1 1 8. Post hydrants shall be Eclipse No. 2 Post Hydrants as �(TO BE FIELD VERIFIED) 1 2.8 manufactured by John C. Kupferle Foundry Company, St. Louis, 1 MO. or approved equal. 1 6" DIA. X 6' ^' PVC RISER 1 ` V I I 6" DIA. X 20' PVC LINE FROM WELL (TO SLOTTED ELDNVER VERIFIED)LESS EL SCREEN I I ' SITE PLAN I 6"DIA. X 2' SCALE: 1 " = 4' PVC SUMP N WELL NOTES PROPOSED FIRE WELL DETAIL 1. Size and capacity of wells, storage facilities and piping. SCALE: N.TS A. Minimum yield of 5 gpm or a yield equivalent to the design sewage flow divided by 144, whichever is greater. B. Minimum capacity storage tank of 82 gallons or ten times the proposed yield, whichever is greater. C Minimum length well screen of 3 feet D Pitless adapters or units certified by NSF or Water Systems Council must be used on all wells (except suction—lift stations; see Section 8 Pumping Eauioment in SCDHS "Standards and Procedures for Private Water Systems") E. Watertight sanitary well seals or caps must be used at the tops of casings or pitless units, which must be at least 18 inches above grade. F Pumps must be equipped with a pressure switch that is set to operate at a minimum pressure of 20 psi with a 20 psi differential. G. The pump shall be rated for a maximum capacity of 44 gpm 2. Types of materials used for water supply components. DATE BY DESCRIPTION APPROV.BY REVISIONS A. Casings must be made of standard weight stainless steel, block, or galvanized steel, or plastic meeting standards of the Notional Sanitation Foundation (NSF) and American Society for Testing and Materials (ASTM).B. Well screens must be constructed of non—corrosive materials, stainless steel is preferred TOWN OF SOUTHOLD �'�/".` SUFFOLK COUNTY,NEW YORK 3. Specific locations of well and details of external piping arrangements. Lateral lines between the well and building must have an inside diameter of at least 075 inches, must be firmly attached to the well casing, and must meet the following SOUTHO LANDFILL additional requirements: (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) A. Deoth entire length must be installed at the bottom of a trench at least 54 inches below final grade to protect against freezing. e. Material must be constructed of type "K" copper or high density plastic (clearly marked as ASTM rated at least 160 psi and NSF approved for potable water supplies). FIRE WELL PLAN C. Separation must be located at least 10 feet horizontally from any sewer line, leaching pool or dry well. 4. Estimated well depth (subject to actual field conditions and water L.K.MCLEANASSOCL4TES,P.C. P ( 1 quality testing). The top (not the bottom) of the well screen must be at least 40 feet below the water table. CONSULTING ENGINEERS 5. There ore no potential sources of sanitary contamination within 150 feet or drainage structures within 50 feet of the 437 S0.COUNTRY ROAD,BROOKHAVEN,NEW YORK 9 proposed well This includes all neighboring properties within a 150 feet radius of the well for sanitary contamination, and 50 feet for drainage structures and fuel storage tanks Designed By.EPA Scale:AS NOTED Dwg.No. 6. If treatment is needed, the details are to be submitted with final approved documents; i.e., well driller's certification and laboratory test results. Drawn By.EPA Date:Feb.2005 Approved By.JFC File No.04050 000 FW-1 SITE DATA: SCTM No: 1000-096-01-17.3 ♦ �0 Zoning: LI - Light Industrial Area of site: 60.9 acres lot Existing Bldgs. to Remain: 1,480 SF / *1b 10' °`� ,0, Administration= 770 SF Scalehouse= 180 SF Employee trailer= 530 SF SITE ✓' ;� .►w� ♦ `�.♦ Prop. Bldg. Area: 17,900 SF 3 � O&M Shop= 2,400 SF " ,M&,, 40 1 Tipping Floor = 15,500 SF or Total Bldg. Areas: 19,380 SF ;; �,(+ �� ��►`' ♦ Pavements: Exist: 122,000 SF Prop: 5,200 SF SITE LOCATION MAP Landscape areas: Exist: 142,000 SF Prop: 38,000 SF Private wells exist within 150' of the property line. t No waters/wetlands within 300' of property. 16W ., 1000-0 96-01 00-1 7 300 ♦ I yurr # 60.9 Acres J.- - �� ty � � 1000-96-01-2c I PRIVATE WELL �.. raa•oem iw•_�, - • i NOTE:THE PROPERTY OWNER HAS INSTALLED A WELL wffmy FOR IRRIGATIONNEHICLE MAINTENANCE AND HAS PLANS $yFrEM ' ' TO CONNECT TO THE WATER MAIN ON CR48 FOR DRINKING PRIVATE WE WATER. THE WELL IS NOT FOR POTABLE WATER,THE 1000-96-0-19.1 /\ • I i � MINIMUM SET BACK REQUIREMENTS WERE NOT SHOWN. • m„ynaa.,u•Me 1000-96-01-1 / t�PRIVAT Li( OVERALL SITE PLAN ` ' = r PRIVATE LL 4 SCALE: I " 2 O O' 1000-96-01-18. yy.. .0 �. SITE PLAN e `c ` SCALE: 1 ' 80' REFERENCE NO. C10-05-0005 3/22/2005 EPA SCDHS COMMENTS 3/16/2005 JFC DATE BY DESCRIPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD MAMASUFFOLK COUNTY,NEW YORK SOUTHOLD LANDFILL GENERAL NOTES: PERMIT PENDING (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) I- WHERE SANITARY SYSTEM IS TO BE INSTALLED, ALL UNSUITABLE MATERIAL SHALL PROPOSED SANITARY SITEPLAN BE REMOVED AND THOSE AREAS BACK FILLED WITH SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. USE FORBIDDING L.K.MCLEAN ASSOCIATES,P.C. 2. THE MINIMUM DISTANCE BETWEEN SANITARY AND STORM DRAINAGE STRUCTURES IS 20'; CONSULTING ENGINEERS HE MINIMUM DISTANCE BETWEEN WATER LINE AND SEPTIC STRUCTURES IS 10'; 437 SO.COUNTRY ROAD.BROOKRAVEN,NEV YORK THE MINIMUM DISTANCE BETWEEN WATER LINE AND STORM DRAINAGE STRUCTURES IS 10'. Designed By:EPA Scale AS NOTED I Dwg.No. THE MIN. DISTANCE BETWEEN WATER & UNDERGROUND ELECTRIC/TELEPHONE LINES IS 10'. SUFFOLK COUNTY DEPT. OF HEALTH SERVICES Drawn By:EPA Date:JANUARY 2005 S_ 1 Approved By.JFC File No.04050.000 o � 11 / PROOSED SANITARY x N o )'- POMEM SYST N No O 3 y/2W � U{'Yh yo ii' PROPOSED -1� �8 yB, TRANSFE R ST 3 SANITARY I , 52 ,�— ° 9 I TIPPING FLO SON wAST „ s4, ` , o LO OR E ROPOSL � _ �y o� AD NG ARE D � VALVE WI SYSTEM NO 1 _ o;s, PROPOSED BLOW-OF T NOT I A FOR AL VALVE HIS 1" DIAMETER WATER 8 _ �� ��� HYDRANT-SEE DETAI No DRA A CONTAIN 50 SERVICE BROUGHT TO �ti STRu S, LEACHING BUILDING FOOTPRINT - °'�� PREP' CT uRES' FOHING 41 / l / ` " " �: CD CIL'ITIES REST ' SA IT Y T s� i WITH 10'COIL FOR . ��._,c - ti� VEREp AREA—I" PR H E,r�3 PLUMBING CONTRACTOR UTTER TO PREVEIS OPpSED �` �}�,, ' S CONT VECTOR NT SAN17-A y TO FINISH PLUMBING 4 33' ,� `tl i'l� EACHATE COL AND SYS'EMN0. ���� CONNECTIONS SANITARY — O PP#OSED WATER s6o ENERATION OPERATIONS AND / TEST — ''' SANITARY SERVICE LINE MAINTENANCE HOLE - 1 TEST 2.aooASF l' PROPOSED PROPOSED WATER HOLE-,2 i / FFE=49.0 K /w 'CAM SERVICE LINE i SER WITH PL PROPOSED BLOW-OFF D 1 50' P OPT ATE z HYDRANT-SEE DETAILS RV Ill 1"TEE TO WATER /1 SERVICE T SERVICE -TYPICAL r ,sLz 1, o 4" DIAMETE NO. 1 — SCALE HOUSE SEPTIC SYSTEM N0. 2 — ADMINISTRATION BUILDING SEPTIC NO. 3 — 0&M BUILDING SEPTIC 900 GALLON SYSTEM — 900 GALLON SYSTEM — 900 GALLON SCALE: 1 " = 20' SCALE: 1 " = 20' SCALE: 1 " = 20' 0 05' MIXED SAND AND LOAM 0 0 -_ ASPHALT . MIXED SAND AND LOAM BROWN SILTY SAND(SM) 3' z BROWN SILT(ML) MIXED SAND AND LOAM 3.5' ---- PALE BROWN SAND WITH 0%GRAVEO(SW)E PERMIT PENDING 6' ---- PALE BROWN FINE TO COARSE USE FORBIDDING SAND WITH 5%GRAVEL(SW) PALE BROWN FINE TO PALE BROWN FINE TO COARSE SAND(SW) COARSE SAND(SW) SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REFERENCE NO. CIO-05-0005 �3/22/2005 EPA SCDHS COMMENTS 3/16/2005 JFC DATE BY DESCRIPTION APPROV.BY 1 T 17' 17' REVISIONS NOTE:NO WATER ENCOUNTERED NOTE: NO WATER ENCOUNTERED NOTE:NO WATER ENCOUNTERED TOWN OF SOUTHOLD M.".` SUFFOLK COUNTY,NEW YORK NOTE: NOTE: NOTE: SOUTHOLD LANDFILL THE TEST HOLE WAS PERFORMED BY McDONALD THE TEST HOLE WAS PERFORMED BY McDONALD THE TEST HOLE WAS PERFORMED BY McDONALD (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) GEOSCIENCE OF SOUTHOLD ON JANUARY 20, GEOSCIENCE OF SOUTHOLD ON JANUARY 20, GEOSCIENCE OF SOUTHOLD ON JANUARY 20, PROPOSED SANITARY SYSTEMS 2005. 2005. 2005. L.K.McLFAN ASSOCIATES,P.C. SANITARYTEST HOLE 1 SANITARY TEST HOLE 2 SANITARY TEST HOLE 3 COUNTRY ROAD,437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK NOT TO SCALE NOT TO SCALE NOT TO SCALE Designed By EPA Scale:AS NOTED Dwg No Drawn By:EPA Date:JANUARY 2005 S —21 Approved By:JFC File No.04050.000 RELOCATED ADMIT RATION BUILDING SEWAGE DISPOSA STEM DESIGN-NON MEDICAL OFFICE SF BUILDINGS FIRST FLOOR ELEVATIONS: N0.1 - SCALEHOUSE=57.2 Septic Tank NO.2 - ADMINISTATION=59.8 _ N0.3 - 0&M BUILDING=49.0 Required: 770 SF x 0.06 GPD/SF x 2 Day Flow= 92 GPD GRADE ELEVATIONS: NO.1 - SCALEHOUSE=53.9 TRAFFIC BEARING CAST IRON FRAME AND COVER Provide: 1 an 900 Gallon Circular Septic Tank= 900 GPD NO.2 - ADMINISTATION=57.1 H-20 TRAFFIC BEARING FINISHED GRADE MANUFACTURED BY CAMBELL PATTERN No. TYPE A 1502 p NO.3 - 0&M ILDING=49.0 CAST IRON FRAME AND COVERS OR EQUIVALENT AND SET TO GRADE BUILDING OUTLET ELEVATIONS: - 8" THICK x 10' DIAMETER 4" 12" MINIMUM Leaching Pool [-� NOA -SCALEHOUSE=52.4 6" MIN., H-20 TRAFFIC TRAFFIC BEARING SLAB O�NO.3-0&M NIST BUILDING=a7.5 4" 1 MAX;; 4" BEARING SLAB 24" MAXIMUM Required: 46 GPD/ 1.5 GPD/SF= 31 SF, USE MINIMUM 300 SF OUTLET INVERT ELEVATIONS: d' DIA. CAST IRON CLASS 2600 No.1 -SLALEHOUSE=51.8 I^I 0 20= L� �8" MIN. N0.2-ADMINISTATION=54.8 y - I I PIPE PITCHED MIN. 1/4" PER FOOT ; N0.3-O&M BUILDING=46.7 '�'w' INLET INVERT ELEVATIONS: OUTLET INVERT ELEVATIONS: Provide: (1) 10'-0" Diameter 10'-0" High Precast Concrete Sanitary Rings NO.1 -SCALEHOUSE=52.4 1 " N0.1 -SCALEMOUSE=51.9 MIN. 4" DIA. SCHEDULE. 80 PVC PIPE 00 0 37 (10'Diameter Precast)31.4 SF/VLF x 10'-0"VLF=314 SF N0.2-ADMINISTATION=55.4 6" No:2-AD - PITCHED MINIMUM 1/8" PER FOOT o TYp NO.3-0&M BUILDING=47.3 FLOW LINE NO.3-0&M BUILDING=46.8 3'-0- c- r o c MIN. 4" DIA. SCHEDULE. 80 PVC PIPE 10.-0" w > Future Expansion PITCHED MINIMUM 1/8" PER FOOT >. I i W s 1 BACKFILL MATERIAL - Required 50%of leaching capacity a CLEAN SAND AND o o Provide: (1) 10'-0" Diameter 10'-0" High Precast Concrete Sanitary Rings TEE-Ito PVC 6 LLBODIA. c o GRAVEL 3^f TYP. W 1p ONE PER DISTRIBUTION LINE 14" MIN. c •8� DIAMETER RELOCATED SCALE HOUSE It INLET O O OUTLET T SECTION A - A L y 2'MINIMUM SEWAGE DISPOSAL SYSTEM DESIGN -NON MEDICAL OFFICE SPACE F LEACHING N TABLE A O SUITABLE A S.C.D.H.S. APPROVED Septic Tank NOTES: LEACHING POOL Required: 180 SF x 0.06 GPD/SF x 2 Day Flow=22 GPD 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. (NOT TO SCALE) 2. FRAME & COVER SHALL BE CAMPBELL FOUNDRY CO. PATTERN NO. 1502 OR APPROVED EQUAL. Provide: (1)900 Gallon Circular Septic Tank=900 GPD PLAN 3. PROVIDE BRICK AND MORTAR CHIMNEY AS REQUIRED. (MINIMUM 3" THICK) Leaching Pool Required: 11 GPD/ 1.5 GPD/SF=8 SF, USE MINIMUM 300 SF PROPOSED 900 GALLON SANITARY SYSTEM DETAILS Provide: (1) 10'-0" Diameter x 10'-0" High Precast Concrete Sanitary Rings TYPICAL OF 3 SYSTEMS (10' Diameter Precast)31.4 SF/VLF x 10'-0"VLF =314 SF Future Expansion Required 5 %(1)of leaching capacity ALLOWABLE SITE SANITARY FLOW Provide: (1) 10'-0"Diameter 10'-0" High Precast Concrete Sanitary Rings Groundwater Management Zone: IV 600 GPD/AC x 60.9 AC = 36,540 GPD OPERATIONS&MAINTENANCE AREA Allowable flow for site in accordance with NYSDEC requirements, SEWAGE DISPOSAL SYSTEM DESIGN -GENERAL INDUSTRIAL SPACE q 1 Septic Tank the maximum site flow shall be = 30,000 GPD Required: 2,400 SF x 0.04 GPD/SF x 2 Day Flow= 192 GPD Provide: (1)900 Gallon Circular Septic Tank=900 GPD AVAILABLE CAPACITY FOR EXISTING SYSTEMS AND FUTURE EXPANSION Leaching Pool 30,000 GPD - 370 GPD = 29,630 GPD Required: 96 GPD/ 1.5 GPD/SF=64 SF, USE MINIMUM 300 SF Provide: (1) 10'-0" Diameter 10'-0" High Precast Concrete Sanitary Rings EXISTING SANITARY SYSTEMS (10' Diameter Precast)31.4 SF/VLF x 10'-0"VLF=314 SF Existing Breakroom Trailer to Remain PERMIT PENDING Bathroom only for 30 employees SHOP FABRICATED FRAME&5/16- O'-0' USE FORBIDDING Future Expansion CHECKERED STEEL COVER PLATE M'ITH UFT HOLES F.A.I. Required50O of leaching capacity SIZED TO FIT IN IN CONCRETE SHE D ^D-D - HOUSE TRAP IN Provide: (1) 10'-0" Diameter x 10'-0" High Precast Concrete Sanitary Rings C EW OU S E%ENDED CONCRETE PR - AS REQUIRED ------ -- -� PR00DE PRONDE➢-rr SUFFOLK COUNTY DEPT. OF HEALTH SERVICES ROOK 3 SLEEVE SHELF IN CONCRETE REFERENCE NO. CIO-05-0005 EXISTING SANITARY SYSTEM FOR EMPLOYEES TRAILER ------_ RffFOUNOATION GRADE 3/22/2005 EPA SCDHS COMMENTS 3/16/2005 JFC HOUSEDRNN C'Eµ OAS I APPROVEDDATE BY DESCRIPTION APPROV.HY -GENERAL OFFICE SPACE 9MTo RrrRT M� REVISIONS FLOW 3'-0' Septic TankATOWN OF SOUTHOLD Required: 530 SF x 0.06 GPD/SF x 2 Day Flow=64 GPD t �'�/".` SUFFOLK COUNTY,NEW YORK --- D CONCRETE SOUTHOLD LANDFILL Leaching Pool _ _ _- _ 6".122' ONTINricU (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) Required: 32 GPD/1.5 GPD/SF=22 SF, USE MINIMUM 300 SF SANITARY DETAILS PLAN SECTION A - A L.K.MCLEANASSOCIATES,P.C. CONSULTING ENGINEERS 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK TOTAL PROPOSED DESIGN SEWAGE FLOW RATES =92+22+ 192 +64=370 GPD Designed By.EPA Scale AS NOTED Dwe N, TYPICAL EXTERIOR HOUSE TRAP PIT & FRESH AIR INLET Drawn By EPA Date JANUARY 200 (Nor To SCALE) S-3 Approved By:JFC File No.04050.000 RIM EL PROPOSED , p SANITAR SYSTEM N I , w 5• � o - 4b PROPOSED BLOW-OFF HYDRANT-SEE DETAILS , 111 O 0' 4 V �\ EL RW ' ' ' ti ' ass. 1000-96-01-20,1 w N� -I850 .5300 O _ I\\ w � PRilf WATER S6 C�� 0 ti hy. �� 1 , SAN ARY SERV)dE LINE 4 0- w„ 1"TEE TO WATER TE �`0 :'4 n' SERVICE-TYPICAL 1 H E-2 PROPOSED • = • ' /� % c' SANITARY 51 150' 6 SYSTEM NO. 1 _ 1"DIAMETER WATER 7' • SERVICE BROUGHT TO \ FOOTPRINT WITH P R I VAT E WELL WITH 10'C COIL FOR - �;� "II c PLUMBING CONTRACTOR TO FINISH PLUMBING CONNECTIONS SANITARY — I 1000-9 6-01-19,1 TEST HOLE-1 i � 1"SERVICE TAP-SEE tib PROPOSED WATER DETAIL THIS SHEET SERVICE LINE 7 3i ?� RANSFER S PROPOSED BLOW-OFF T'PPrNG STATION WA / HYDRANT-SEE DETAILS LOADING STE oPOSED CURB STOP N ADIIyC AREq ND ALVE YyRH4'COIL OF 1'PIPE 60.s THIS �+G: :FOR FUTURE EXTENSION �. 1"TEE TO WATER � . SERVICE-TYPICAL R INS CONTAINS g. 50' �� " PREP CTUIpES CHINO 41 �1 coy RESTFR00 �y.�_ alF.y 1 UTI'R TO PREVE,7_ PROPp AREA IS gED H 3 .4e oo it tEACFCIq E ROB AND NT S�SrEM NO „ � •-V 0 I CE ERATI 3 ^ GATE VALVE WITH VALVE BOX- ir = N OH•I OPERATIONS AND '�'� MAINTENANCE " (TYPICAL) 68- _ 1,"Q0-96-01-18.3 5 �� '� PROPOSED 4"CURB STOP 2.�FFFE_w o /„ IAMETER WATER SER COORDINATE HOOKUP P R I VAT L L "2,� D ° / ', • r�� �� WITH PL ING CONTRACTOR m I; OP ED YE RV g LI EL. A 1"SERVICE TAP-SEE DETAIL THIS ET PRIVATE WELL 4"DIAMETER BLUE BRUTE WATERMAIN-SEE TE 13 PROPOSED 4• RTE WA '�, T' 1"SERVICE TAP-SEE DETAIL THIS SHEET D 4"CU STOP VALVE , PTIC -" 1000-96-01-18,2 PERMIT PENDING emu . 1"DIAMETER WATER SERVICE BROUGHT RPZ DEVICE- DETAIL USE FORBIDDING .NOTE 11 �� -46'0 � ;" � � TO BUILDING FOOTPRINT WITH 10'COIL THIS SHEET NOTE 12 FOR PLUMBING CONTRACTOR TO FINISH PLUMBING CONNECTIONS EAST EDGE F RPZ i" \``�'` t•k. \22� SLAB TO 8'FROM PROPER LINE 6 \ SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REFERENCE NO.C10-O5-0005 SCWA WATER METER 3/22/2005 EPA SCDNS COMMENTS 3/18/0005 JFC DATE BY DESCRIPTION APPROV.BY ^. -42 W \` V `^T ', ELECTRIC SUPPLY FOR REVISIONS •�\ z 1 ii INSULATED ENCLOSURE E` TOWN OF SOUTHOLD HEATING-SEE ELECTRICAL SUFFOLK COUNTY,NEW YORK DRAWINGS FOR CONTINUATION LINK ` SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) PROPOSED WATER DISTRIBUTION .4aoo �J 0 // L K.McLEANASSOCIATES,P.C. . � DISTRIBUTION CONSULTING ENGINEERSPROPOSED WATER �Vc EY a 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK — Designed By EPA Scale:AS NOTED Deg.No. S C A �s 3 Q © Dram By:EPA Date:JANUARY 2005 C Approved By:JFC FU,No 04050.000 J �'f' THRUST BLOCK SCHEDULE MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK HINGE SIDE OF BOX 27• PIPE SIZE TEES,CAPS,&PLUGS 90'BENDS 45'BENDS 22.5°BENDS E NOTE 8'OR LESS 2 3 1 1/2 3/4 TYP 22 5° � 13' 9 S �ITI�� CONIC. `I p-F _i NE. . I,,: GROUND 30"MIN. 1.ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK WITH BEND CLEARANCE MIN.BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. .•c},, WHEN OPEN 2.ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. -I I' -Ir �lPTM�BDORh TYP.PLUG TYP.90° - TYP.45° I' 19.5/8• OR CAP BEND TYP.TEE BEND -�ly ' ORTH UST Fi1RTN- F- OR THRUST POCK "�.�CRUBHED ROCK 3.11/18' •,✓K• 3-11HB' i I_-cI i...,i=1 l .I-:-1 �:--_--i=rlc- f t _.'===ui ::.,• .-:, / 1-F - CONIC. VIEW TYP.CONCRETE __.--- y.•'� `- 4.NU IN ET '"• THRUSTBLOCK --------�- - ---------------`-----" HOT BOX - MODEL HB1T RPZ FEBCO MODEL -.. T 860 - I,. TIT= I T- _; _ i Win_ TYPICAL BLOW-OFF HYDRANT REAR LID SEAM) / i it NOT TO SCALE 8'x 8"x 24'L. - ' i BLOW-OFFS SHALL BE NON-FREEZING,SELF DRAINING TYPE WITH 35' CCA TREATED LUMBER A 54"BURY.BLOW-OFFS WILL BE FURNISHED WITH A 4' C.L.D.I.CLASS 250 MJ INLET,A NON-TURNING OPERATING ROD AND SHALL OPEN TO THE ILI 30' MECH.JOINT FITTING LEFT.ALL OF THE WORKING PARTS SHALL BE OF BRONZE-TO-BRONZE FRONT UD MIN. WITH RETAINER GLAND DESIGN,AND BE SERVICEABLE FROM ABOVE GRADE WITH NO DIGGING. SEAM 18'MIN. PVC GASKET UNITS SHALL OPERATE WITH A STANDARD 2"GATE VALVE WRENCH. WATER MAIN WHEN OPEN,VALVE SHALL BE 100%UNOBSTRUCTED AND DRAIN HOLE TYPICAL THRUST BLOCK DETAIL (ITEM Z) SHALL BE COVERED.THE OUTLET SHALL BE 4"FIP WITH PLUG AND CONIC. SLAB - 4" THICK NOT TO SCALE EXTEND A MINIMUM OF 12-ABOVE THE GROUND,AS MANUFACTURED BY KUPFERLE FOUNDRY CO.,ST.LOUIS,MO.MODEL#7500,OR APPROVED EQUAL. ELEVATION VIEW CL RPZ DEVICE DETAILS SEE NOTE 12 TYPICAL UTILITY TRENCH 30"MAX. .. s FEBCO PROPOSED RPZ RPZ WITH BALL VALVES 1 PROPOSED ELECTRIC ROPOSED TELEPHONE HOT BOX HEATED ENCLOSURE MODEL NOTES TYPICAL SCWA WATER METER AND HB1T. SEE ELECTRICAL DRAWINGS PROPOSED COMMUNICATIONS 1.BaPkmw prevention device shall De famished vnm adequate suppore_ METER VAULT. METER VAULT TO FOR POWER CONNECTION LWATER/FIRE MAINS zGr ,tyd,,mshfib dasgnadfortnagmatestdiwhmgaposelble. Drabs shall-1besugedb fioodmgand shall be saeenea at BE FURNISHED BY SCWA. WATER SERVICE Dom ends. 3.The discharge e,Ws of gravity drams shall be Msible sum that they can be me d daily. 4.Nr geP separations seen be as shown. F. TYPICAL UTILITY TRENCH 5 Ba Mow prevention devices mall ndmsagedm sea gm oodmg. 6.In m rase shall ma instal n PI beddbw prevention tlevioas indude unprotected bypass pipng.Cbsetl valves Pn me bypass piping do rot constitute Pmbctbn. NOT TO SCALE '.AllvalvessnarlopenwuntercbcNww 9.Escludi,g me warm mebr,'I'pilling shenbe,mbrendlad and unreetnded fiom the water maw,to me ba&Iow orevamion device. EXISTING � EXISTING 9.The Irwtalblion shall De Performed by a licensetl Plumber. GRADE to.NP lead adder Shan m used W the insmnation. GRADE 77.Toe water tlistnd shall have unreatrictatl eases to ell water meters and beddlow prevention tleNces. � 12.Backfiow prevention tlavlces must be tested annuaNy Dy a Naw Yak State certified tester. 13.Test repods meal be submKted tP bhIh the water dtsw,d ahs me apProPlure County DePadawnt of He Ith. 74.All instillations shell mMonn m Dom the water tlislncCs rubs entl ragubtions,plumbing cotles,aM New YOM1 State Health = Department regulatbns. N 15.tay6ow shn are aPpmumate.Adiusbnen may De required b satisfy field contlitiona.All etllustments Shan ba suDpd m me approval of 9,e water dieNct. 1T.6.Minimum dearanma shall be rh i tainetl.The installer shell submit a oetalog of spare pmts b me owner. N 7 unless Backfiow revention pP,ed ny snows,valves shall Da bau valves m resnient weege gab valves.All vaves shah have long stems. 1B. tlav ices shown a spedflM are presented as a guitle. Equipment may ne mmishea frommm any manufacturer TO FACILITIES`\ tleemad aaepb m ble by a water disbict. ` 4" DIA. iN.unbaa anarwise soled,water linen mall be instaNee wm,aminimum ceveror 6-0•. S.C.W.A. WATER 1" DIA. "K" INSTALL NECESSARY BLUE AtA:NAlNI01I6 TAB MAIN APPROX. LOC. COPPER PIPE FITTINGS FOR CONNECTION BRUTE WMAX.OYPK•K1 TO 4" BLUE BRUTE PIPE THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CORPORATxxf STOP b NOTE: ALL VALVES, BENDS AND FURNISHING AND INSTALLING PIPING, RPZ, VALVES, AND CONPER SERVICE LINE CONNECTIONS FROM SCWA MAIN TO SITE WATER MAIN FITTINGS TO BE PER THE LATEST NNIMUM BURIAL 57• ;CAVATEBBACKFlLL RPZ AND METER DETAIL (NTS) EX HVATTAeLE AWWA AND SCWA STANDARDS. CURa.TOP } ko.lLE DMATERML AO.B.E COMPACT SEE NC-E 72 Z_/�-•�• BACKFNL N T uFTs. PROPOSED WATER MAIN NOTES 1'-REMOVE uNsvrtAeLE 1.WATER MAIN PIPE TO BE BLUE BRUTE PIPE,CLASS ISO AS MANUFACTURED BY IPEX INC.OR APPROVED EQUAL.PIPE SHALL sTANtFss STEEL sElmcE sAGDtF MATeRML IF MEET AW WA STANDARD C900 AND ASTM STANDARD D2241-89.PVC PIPE SHALL BEAR THE APPROVAL OF THE NATIONAL ENCOUNTERED TE TOA-Y SHEETING SANITATION FOUNDATION. PVC WATER MAIN AS PER O.SA A. WIERE ND GRWNO WATER EA4T9 REQUIREMENTS 2.ALL FTTINGS SHALL BE BLUE BRUTE AW WA C907 AS MANUFACTURED BY IPEX INC.OR APPROVED EQUAL. TYPICAL WATER SERVICE-2"OR SMALLER WATER MAIN EXCAVATION DETAILS 3.ALL MATERIALS SHALL BE NEW.NO USED MATERIALS SHALL BE INCORPORATED INTO THE WORK REFERENCE NO. C10-05-0005 NITS Nrs 3/22/2006 EPA SCDHS COMMENTS 3/16/2005 JFC 4.PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS,AW WA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. DATE BY DESCRIPTION APPROV.BY GROUND SURFACE 5,A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE.BACKFILL MATERIAL REVISIONS l I SHALL BE TAMPED IN 6'LAYERS.STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6'BELOW THE BOTTOM OF THE PIPE. TOWN OF SOUTHOLD ey, FULL RNAIN CRCSNNIONAT PRESSI PIPE �'�/"/` �OLK CO�,�VORK }j WATER MAN GRossING sEwER PIPE 6.MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. 1 SEWER LINE 7.ALL TEES,BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO PREVENT MOVEMENT. SOUTHOLD LANDFILL PERMIT PENDING (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) iW MINIMUM 8.ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST 10 MIN. iDgT PREFERRED DRAINAGE OwA163 WJN EDmaNI OF Awwn sTANOARO cfioo. WATER SYSTEM DETAILS STRUCTURE MIN. MT I�NTNE 1C MINIMUM 9.WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWM/A STANDARD C-857.86 OR THE LATEST REVISION. 1 WEB Sal UNE 10.BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS USE FOR BIDDING L.K.McLEAN ASSOCIATES,P.C. SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES.GENERALLY,A BACTERIOLOGICAL SAMPLE IS CONSULTING ENGINEERS SEWER LINE SEPARATION SECTION REQUIRED FOR EVERY I,ODO LINEAR FEET OF WATER MAIN OR PORTION THEREOF 437 S0.COUNTRY ROAD, ENGINEER NEW YORK - xrs SANITARY_&.STORM SEWER CROSSINGS Nrs 11.WHERE WATER MAIN IS IN CONFLICT WITH STORM SEWER LINES.WATER MAN SHALL BE LOWERED TO PROVIDE THE REQUIRED CLEARANCE. wg Designed By:EPA Scale:AS NOTED D .No SUFFOLK COUNTY DEPT. OF HEALTH SERVICES Drawn By:EPA Date.JANUARY 2005 IS-5 Approved By:JFC File No 04050.000 r � +� [SCDHS SITE No. 10-0184 OUTHOLD TOWN TRANSFER STATION p OUNTY ROAD 48 MAIN ROAD), CUTCHOGUE, NY 11935 $ SCTM Nos. 1000-096-01-2.0 & 17.3 `Oct TANK SCDHS VOLUME (GAL.) TANK SCDHS STATUS/ NO. LOCATION CONTENTS CONSTRUCTION COMMENTS NOTES ---- ---- ---- ----- — SITE a 1 2 Above Out 275 Waste Oil S.W. Plain Steel Installed 1995 — o Fp 3 Above Out 275 Waste Oil S.W. Plain Steel Installed 1995 — �o ` 4 Above Out 1,265 Drum Storage Dike shed area Installed 1996 �+° -----— � �A Fi,+'"s� •'��'`r o Cd1 LANE q9.3'47D£) — -- �P KEY MAP �. SCALE: 1" = 1,000' T li �'l!!..r/�,� ��r l�1',,r' _, _`` - �`1, ! • N :1{1��1/�l!� 1111'�lll1 /1•� ' r{i. ' I ,I� I1 OIL ROPOSED \i, STAIRS 1 ! ' , ! s• WITH PLATFORM ._ l L PRECAST CONC. BLOCK RETAINING WALL PROVIDED , t O S. Y C9'4 BY OWNER) _, PROPOSED 500 GALLON WASTE 9� AO� T�Q _ _ _ _ - :/ OIL TANK AS MANUFACTURED BY GALLON DIESEL FUEL TANK AS AREO—POWER UNITIZED FUELER, x�. MANUFACTURED BY AREO—POWER FUELER - ,- �;_—�— _ -- - INC. s 33 ON EX. CONCRETE SLAB WITH CONCRETE _ q 5. FILLED STEEL BOLLARDS/ WASTE OIL PLAN ss o s' SCALE: 1' = 10' 7 "e F� I1100 -, ilfi `' x.' _�- - f PERMIT PENDING USE FOR BIDDING y aE 4S, - — —" -3 — - SUFFOLK COUNTY DEPT. OF HEALTH SERVICES r Q -` 3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD 01 --� DATE BY DESCRIPTION APPROV.BY 0961 REVISIONS i' c� TOWN OF SOUTHOLD / I —\ f G 1�.". UFFOLK COUNTY,NEW YORK <_ S SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) PROPOSED TANK PLAN L.K.McLEANASSOCIATES,P.C. CONSULTING ENGINEERS OVERALL SITE PLAN 437 S0.C OUNTRY ROAD,BROOKHAVEN,NEW YORK a f° — �� / I ! H y EPA Scale:AS NOTED Dwg.No DIESEL TANK PLAN SCALE: 1 - 150 Designed SCALE: 1" = 10' Drawn By:EPA Date:Feb.2005 �_ Approved By JFC/CFD File No.04050.000 I- 8"—�{ NORMAL VENT CAP 2'- 2' 12" SUBMERSIBLE PUMP ELECTRICAL BY CONTRACTOR ` -2" 4' H 6° LID/ NO LOCK EMERGENCY VENT SHUTOFF VALVE PRODUCT PIPING BY CONTRACTOR • ANDLE 3°I z HIGH LEVEL PROBE SOLENOID VALVE V-4"J �T 1—MOTOR CONTROL BOX 1 4'.I I tjECTION (ounM 1NZARD0119 AREA) oLT w/ IA SECTION A-A auM An HEo �.HIANALARN PANEL(IRMIN wvwms AWA I1GAAGE DISPENSER20" PIANOFUELING NOZZEL 6" EMERGENCY VENTWHISTLE 'I ININGE 16" DIAMETER X 6" DEEP VENT PORT FILL ADAPTOR/CAP FUELING HOSE FILL ADAPTOR h SCREE EMERGENCY HOSE BREAKAWAY SECTION C-C \ DROP TUBE i DIESEL EMEGENCV SHUTOFF VALVE PROPOSED CRISSCROSS TO PUMPSTAND PREVENT ACCIDENTAL FILUN / PLAN VIEW NOTE: SPILL80%SHALL BE 10 GAUGE CARBON STEEL AND PAINTED IN THE SAME MANNER AS THE STORAGE TANK. DETAIL OF SUFFOLK COUNTY SPILLBOX 8" - 20 SCALES NTS O O a I I-2.3—I CONCRETE PAD AND BOLAR W BY CONTRACTOR —II 6.0 r-r I" THICK SLIP er RESISTANT FIBERGLASS GRATING NOTES: A REAR RAINSHIELD EMERGENCY VENT DIAMOND PLATE GOES HERE (TYP) OVERFLOW CHUTE 1. PRIMARY TANK: A SHELL - 7 GA. HEAD - 7 GA CONTAINMENT: 7 GA. 2. MATERIAL - MILD CARBON STEEL ro 3. TEST AT 5-7 PSIG. cn 4. ENTIRE UNIT UL LISTED. 5. MEASUREMENT ARE APPROXIMATE. N O O g 0 r m 949999 o OQ O o O + + + + + + + + + + + ♦ + + � N ++++i++4+++++++ HANDRAIL ON THIS L N i + + + + + + FUEL SIDES OF STAIRS + + + + + + + + a + + + + i + 4 A Rmvr�anm ro p uI—r—I nmm QRaR na m"rtrRar m wsw ml RAINSHIELDS PROPOSED 1,000 GALLON DIESEL TANK AND DISPENSER �— 4 ° 4" 1'-10" 2'-r x 9 NOT TO SCALE ri d ® ° Q � 2,-6. x 0 U &24' jl WASTE OIL S.C.D.H.S.TANK NO. 2'-1111" U TANK LABELING NOTES TANK NOTES Iy` 1 3''s" �' �' I-T m 1.A TANKS MUST BE CLEARLYLABELEDASTOTHEIRCONTENTS. 1.ATMOSPHERIC VENTS SHALL BE2'DIAMETER SECONDARY SECTION A-A ELEVATION L O E`FILL PORTS FOR MANENTLY COLOR CODED(IN ACCORDDANCM PRODUCTS MEWIWI BE ETHE CODES CONTAINMENT CO FORM TO THE APPROPRIATE R'"C�s` PROPOSED 500 GALLON WASTE OIL TANK Of THE AMERICAN PETROLEUM INSTITUTE(API)AS FOLLOWS: 2.PRIMARY TANKS 8 SECONDARY TANKS SMALL BE EQUIPPED NOT TO SCALE p DIESEL YELLOW WITH DPW MODEL NO.202 EMERGENCY VENTS OR APPROVED o #2 FUEL OIL GREEN EQUAL,EXCEPT WHERE NOTED OTHERWISE. C WASTE OIL PURPLE 3-1-05 LMY AS PER SOUTHOLD TOWN SOLE)WASTE DIRECTOR CFD 3.TANK SHALL BE AS MANUFACTURED BY HOOVER GROUP,INC. a: 2.ON TWO SIDES THE TANKS SHALL BE LABELED WIITH RED LETTERS OR APPROVED EQUAL. __ DATE BY DESCRIPTION APPROV.BY BACKGROUND,Ad ON A WHITE 1-WIDTH STATING THE FOLLOWING:'DANGERINO SMOKING U OR OPEN FMES&THE TYPE 4.WELD ATTACHMENT BRACKETS TO TANK WHERE REQUIRED REVISIONS e OF PRODUCT WITHIN. TO ATTACH CONDUIT. TOWN OF SOUTHOLD LABELED m 3.TANKS MUST BE CLEARLY WITH THE S.C.D.H.S.TANK S.TANK COLOR SHALL BE WHITE. IDENTIFICATION NUMBER PERMIT PENDING L I C/"A SUFFOLK COUNTY,NEW YORK vI 4.LABEL LETTER HEIGHT SHALL BE 1'MINIMUM. SOUTHOLD LANDFILL USE FORBIDDING (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) 6.A WARNING NOTICE SHALL BE MOUNTED IN THE VICINITY OF ALL .Q FILL AND/OR PUMP OUT FITTINGS AS REQUIRED AND AS DIRECTED DETAILS PLAN ^p BY THE ENGINEER,STATING-TIGHT FILL CONNECTION MUST BE USED'. r >R p S.ALL TANK FITTINGS SHALL BE DESIGNATED WITH LABELS MOUNTED L.K.MCLEAN ASSOCIATES,P.C. ON THE TANK WALLS AS DIRECTED BY THE ENGINEER. CONSULTING ENGINRS .A 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK c v SUFFOLK COUNTY DEPT. Designed By EPA Scale:AS NOTED Dwg No c . OF HEALTH SERVICES 0 Drawn By:EPA ::i Date:Feb.2005 `w'-^ w A roved File No.04050.000 VV L 'r � � I THRUST BLOCK SCHEDULE PIPE SIZE TEE.CAPS h PLUGS 90'BENDS 45'BENDS 22Y2'BENDS 2 3 2 1 NOTE: MINIMUM SQUARE FOOT BEARING 1. ALL THRUST BLOCKING TO BEN AREA ON SOIL FOR THRUST BLOCK EXTEND TO UNDISTURBED SOIL OR -�` 1v 1"DIAMETER WATER SERVICE BEND ROCK WITH MIN. BEARING AREA y I AS SPECIFIED IN SCHEDULE BROUGHT TO BUILDING IT�\ ABOVE. IT FOOTPRINT WITH 1O'COIL FOR PwG o 90 BEND TEE 45' 4' PLUMBING CONTRACTOR TO CAP REND. 2, ALL THRUST BLOCK CONCRETE FINISH PLUMBING CONNECTIONS SMALL HAVE A MINIMUM r Nx:� � -,i.y .- ,Y' COMPRESSIVE STRENGTH OF 2500 P51. TYP. CONC 1"DIAMETER WATER ) ii �- >_ SERVICE BROUGHT TO fl `- • 1 \ 1"SERVICE TAP-SEE TRUST ?~ / BUILDING FOOTPRINT "_ DETAIL THIS SHEET S WITH 10'COIL FOR • L \� / PLUMBING CONTRACTOR • ' / 8"x8"x24"L CCA TO FINISH PLUMBING TREATED LUMBER CONNECTIONS PVC WATER MAIN PIPE rPVCATERMAIN FITTINGS AWWA C-900 AWWA C-907 - TYP f (BLUE BRUTE) _ (BLUE BRUTE) RU j' f / WATER MAIN THRUST BLOCK DETAIL NTS 1"SERVICE TAP-SEE . ,' 1"SERVICE TAP-SEE DETAIL THIS SHEET DETAIL THIS SHEET j FFF EXISTING G E VALVE WITH VALVE BOX- TRANSFER / (TYPICAL)AND 4'COIL OF 1"PIPE i STATION FOR FUTURE EXTENSION � ETALIC NARKING TAPE -S� 32"MAX.(TYPICAL) SURFACE I Na ry GATE VALVE WITH VALVE BOX- 1, ;"s (TYPICAL) s XT AVSUI a�ACKFILL / - 11 Frtw.o EXCAVATED MATERIAL if 1"DIAMETER WATER u ! m A.0.8.E.ILL SERVICE COORDINATE HOOKUP BACK IL COMPACT 11/ IN 6"CT }III �)` • WITH PLUMBING CONTRACTOR O PROPOSED WATER MAIN i'-REMOVE 1"SERVICE TAP-SEE UN MATERIAL IF SUITABLE NOTE DETAIL THIS SHEET ENCOUNTERED TEMPORARY SHEETING 1. WATER MAIN PIPE TO BE BLUE BRUTE PIPE,CUSS 150 AS ' a AS PER O.S.H.A, MANUFACTURED BY IPEX INC.OR APPROVED WHERE NO GROUND WATER EXISTS REQUIREMENTS EQUAL.PIPE SHALL MEET AWWA STANDARD L BE AND 4"DIAMETER BLUE BRUTE ASTM STANDARD 02241-89. PVC PIPE SHALL BEAR THE WATERMAIN APPROVAL OF THE NATIONAL SANITATION FOUNDATION. WATER MAIN EXCAVATION DETAILS 2. ALL FITTINGS SHALL BE BLUE BRUTE AWWA C907 AS 1"SERVICE TAP IIf I -SEE DETAIL THIS SHEET DEVICE- Nr5 3. ALL UMATERb L5 SHALL DBEN NEW.R NO P USED MATERIALS SHALL `�` - it �„ 1"DIAMETER WATER SERVICE BE INCORPORATED INTO THE WORK. ';K! \\ i �L BROUGHT TO BUILDING SEE DETAIL THIS SHEET 4. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE M FOOTPRINT WITH 1O'COIL FOR GROUND SURFACE WITH MANUFACTURERS INSTRUCTIONS,AWWA MANUAL M23 r AND THE REQUIREMENTS OF THE SUFFOLK COUNTY PLUMBING CONTRACTOR TO DEPARTMENT OF HEALTH SERVICES. I H PLUMBING CONNECTIONS Si SCWA METER AND i S FULL PIPE SECTION AT PRESSURE 5. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED .. \`r \ 'P ')< �S6?• METER BYPASS WATER MAIN CROSSING SEWER PIPE IN THE TRENCH FOR ALL BURIED PIPE. RACKFILL MATERIAL iElr 21 ¢ ac SHALL BE TAMPED IN 6"LAYERS.STONES SHALL BE I \�\ r I 1 2 PER SCWA q F REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6" 4 E• N 3 SEWER UNE BELOW THE BOTTOM OF THE PIPE. 6, MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54 10'MIN. 10'-0 PREFERRED DRAINAGE O WATER MAIN 7. ALL TEES.BENDS AND PLUGS SMALL BE A\ �`Q STRUCTURE g� • \\ - SST 5 MIN, 54" MIN. PROVIDED WITH REACTION BLOCKING OR TIE RODS TO CT -,SUP Y FOR ALTERNATIVE 18"MINIMUM PREVENT MOVEMENT. CLOSURE �_ SEWER UNE B. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST A Zy \ H TING.-- E ELECTRICAL _ �' , - PUN VIEW ,$ECDQL! EdTION OF AWWA STANDARD C600. " CONTINUATION !, 9. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH /� p- - `�•,�'.; ^\\ _- 4 , AWWA STANDARD C-651-86 OR THE LATEST REVISION. SITE PLAN 10.BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED SEWER LINE SEPARATION SANITARY & STORM SEWER CROSSINGS BAFTER Y THE DISINFECTION ARE REQUIRED AT OF LOCATIONS SPECIFIED ,I NTS NTS GENERALLY,A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR SCALE: 1 " — 40' EVERY LOGO LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 11.WHERE WATER MAIN IS IN CONFLICT WITH STORM SEWER PROPOSED 1" RPZ LINES,WATER MAIN SHALL BE LOWERED TO PROVIDE THE FEBCO 1" RPZ p860 REOUIRED CLEARANCE. CHIMNEY FOR CLEAN OUT WITH BALL VALVES NOTE: THE CLEANOUT WILL BE USED FOR SERVICE PURPOSES ONLY. THERE WILL BE NO HOSE BIBS INSTALLED HOT BOX HEATED ENCLOSURE MODEL TYPICAL S.C.W.A. WATER METER AND HB1N. SEE ELECTRICAL DRAWINGS METER VAULT. METER VAULT TO BE FOR POWER CONNECTION FURNISED AND INSTALLED BY THE CONTRACTOR. CORPORATION STOP COPPER SERVICE UNE FFMINIMUM BURIAL 54" EXISTING ACCESS COVER CURB STOP EXISTING IN CURB BOX GRADE GRADE DATE BY DESCRIPTION JAPPROV.BY REVISIONS STAINLESS STEEL SERVICE SADDLE TOWN OF SOUTHOLD NOTE: ALL VALVES, BENDS AND z '�.,`.` FITTINGS TO BE PER THE LATEST PVC WATER MAIN AWWA AND SCWA STANDARDS. `a SUT'1''OI�IT'HO LANDFILL ORK TO FACILITIES (TRANSFER STATION&RESIDENTIAL DP.OPOFF DESIGN) S.C.W.A. WATER 1" DIA. 'K" INSTALL NECESSAR Qj Y 4" DIA• TYPICAL WATER SERVICE — 2" OR SMALLER WATER DISTRIBUTION PLAN MAIN APPROX. LOC. COPPER PIPE FITTINGS FOR CONNECTION BLUE NTS BRUTE L.K.MoLFANASSOCTATES,P.C. ��- TO 4" BLUE BRUTE PIPE THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CONSULTING ENGINEERS437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK FURNISHING AND INSTALLING PIPING, RPZ, VALVES, AND CONNECTIONS FROM SCWA MAIN TO SITE WATER MAIN Designed By.EPA/JD Scale:AS NOTED DWg.No Drawn By EPA,/JD Date:Feb.2005 RPZ AND METER DETAIL ,NTS) prove Apd Bv.JFC File No.04050.000 D_ I _\ � { S C r, 4 54 Y imp! L ) Si- < I v _ _ B— 3 \ M , r d nor - - — �rrr 4_, 'Ices ( - EXISTING TRANSFER TATI 0 N i end,o y1 b r m a^ 3 l 1 Y -4 AA A � 7t, DATE BY DESCRIPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD 3s? \ \ SUFFOLK COUNTY,NEW YORK L K A A SOUTHOLD LANDFILL g! •� - _`. -- (TRANSFER STATION k RESIDENTIAL DROPOFF DESIGN) BORINGS SITE PLAN ;V SITE PLAN L K YOLVAmASSOMM,P.C. CONSULTING ENGINEERS o ,5 !D' -,tp __ 437 SO.COUNTRY ROAD.BROOKNAVEN,NEW YORK c _ Defined H7:CFD Scale: 1:20 DwQ.No. Drawn By:YCJ Date:Feb.2005 0. AKAVP,ved B3,WC CFD File No.04050.000 Glens L 6 Mdean Glene L K Mclean Project Southold Transfer Station Log of Boring B-1 Projed:Southold Transfer Station T::—L Og OF Boring B-2 Project Location:Southold Sheet 1 Of 1 Projel2 Location:Southold -r?tit lot'1 WF(s)bnNnY 2],2006 1099rr By Fabo BBetdrl9rrl CMSMN BY ESMra moS,Fi,/E 9B JaluxJ 21,200E u90°a By Fepo ECAEtlIT ev Esnva K-un.PE o—m � !!l—a AN � 0� 201eN aor n11Yy Mtllow memAuper apeR {I^Oa p�'�B261Rtl Iq a�M [Iim LLvvYAI w1km /S{vovalae Mitlp 01im Uvvesal Onllinp y�mie dwa,an level nol�Ale EFT �T'I'lb ro,bin trLel.r9pR6Ptlheatl Itvtl n'I IR�9BVEerM PTO a>BI'Ne SPT N 1b 2,EOln trap,rRpe EPSlhwd Cutiny IxLm Rder lP dewily m3.Bn GMInDs Ixem RNer 10 OravAry No •• Ra.W 1An d.. 8y S RC.YB1Ki M10 la d m S 3 g MATERIAL DEEORIFTOm OTXER TESTS MATlRIAL alECRIFTIOm o1RmMn 0 p 1Lt JFpIyNW GFGaSNIfem Srd lDmvtl 5 SF. ro.nY�wNOreaN lrld/Sn/OavY 3 E.1 m• ]IS SgFj � bNy�riY GRSeS aaglrM SnS/Dmtl mO YY2{ 10 9M1 . -1 1-11OrNN M9 Sak/u/pawl 10 b1 1]M � iIY RR 15 e m 9F- Fa NY'onN Wal Intl/to/OmJ t3 AA pmry..Me pnG!aaN/TM aatl I Ora°tl 021 ou iH {IS m 913 5jm � Nedr�palN MM Sob/R/Ontl - m II 1]m IS 1] { s n eM IaNYomF.Baw satl/sa/aa.a m 91{ FwdY-Mutt oaa.a 9n9/tim saM/pavY M m1e 1B m eumn.remvant.e Bw J P°MY-OnFFe NYr saa/aa/am.tl m 9Nm PI khp a R IFl Bp m m y a i - N .Nin Glent L K Mclean [C111nc L K MCean a Project:Samhpld 1,,—,Slanan Log of Boring 8-3 project:Southold 1—Me,Station Log of Boring 84 VProject Locetioa:Southold Sheet 1 of 1 Prpjed Lacaiian:Southold Sheet t of 1 0 WkdI JsuarY 2],2pD6 IW VN Br FaGu Scaldfeni Clme9a9 A t- It 'rE sl Jrur!27,YOpl 1a99aF M htlP SoaNtl®A CMFMN B<Egnva Xosvl,PE �m XollPw Bem h9s pRN {IM T" —bps pia Mdlew Elan Auger OnY {IrIM T"ONN 2619N IM75 U pal M 1N Piq m T uIN¢eaal ollBry Roletlma M°a�n �'° w.«al onnlry Mmtreee 13Y ldIPeaErRd ATO Em'!'aa EFT �°°'Sb lamilleffo ,Ealn trap.nge 6Raava -_--.Rill EFT ITV tb At.ae M..npe S caMaO O (ll y GItlrR IPFfo Rer�b baMry NB 6 E°mNa4 Er°ap Gbrps la°Wn INMrb 6aMrp b.• F i 24. 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