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Home My WebLink AboutMetropolitan Transportation Authority LIRR Diesel Fleet High Level Platforms Holtsville to Grnpt, Bellport to Speonk Contract 5548 March 1996 e METROPOLITAN TRANSPORTATION AUTHORITY m LONG ISLAND RAIL ROAD r � : e DIESEL FLEET HIGH ' LEVEL PLATFORMS HOLTSVILLE TO GREENPORT (,MAIN LINE BRANCH ) BELLPORT TO SPEONK ( MONTAUK BRANCH ) CONTRACT 5548 A MAIN LINE BRANCH 11 - 1 MONTAUK BRANCH " �yYSIN D,S ��A � s G m C URBAHN ASSOCIATES, INC. / DANIEL FRANKFURT, P.C. 007480 op THE 110E ? Martin D. Stein, CEO Date A JOINT VENTURE Urbahn Associates, Inc. 1250 BROADWAY, NEW YORK, N.Y. 10001 4 i CHU & GASSMAN CONSULTING ENGINEERS Neil J. Luce , Pt Vice' resident Date " Daniel, Frankfurt, PC t=. 998 NORTH WASHINGTON AVENUE GREEN BROOK, NEW JERSEY 08812 '' N'' William Ga sman, .PE, Vice President Date MARCH 5 1996 w� f Chu & Gassman Consulting Engineers fin! a J J9 ABBREVIATION DESCRIPTI REVIATIfIN IOU, ItNt$t,00t,L u:% S ih13 I REVIAt,10 3 6N 5 P 11 mmv 901, Nit E . EXPANSION BEARING 011 §L � I ABAND. ABANDONED p P - L � W .............. EA. EACH 1 -T N�R�TE PAVEMENT INEW) TELEPHONE ABUTMENT ' AV.HAL ABUT. PL . PLS. 'PLATE E . F . EACH FACE PL J, PLATF UNKNOWN ? ALUM. ALUMINUM PKG. R K'I N'G" E , 6 - EASTBOUND PAAJF RM �, A. O. B. R . AS ORDERED BY RAILROAD I I � Ll` E . G. EXISTING GRADE WATER PROPOSED APPR . APPROACH PR PROP. BEN HMARK' • EL . ELEVATION APPROX . APPROXIMATE E PROT. PROTECTIV CATCH BASINS E . W. EACH WAY ARCH . ARCHITECTURAL P . T. POINT`'OF TANOE-Nf` ,'� - BOLILARD ELEC . ELECTRICAL A . T . O. R . ABOVE TOP OF RAIL r, I1�t ", I� Pvc POLYVINTLCHLORI DF �4 ' q TYPE A . T . O. R .rl--F[I AVG . AVERAGE EMBED . EMBEDMENT I I ... -� CONCRETE P/A �RETE SIDEWALK PUBLIC ADDRESS' WI R�-' ASPH , ASPHALT ED. SPA . EQUAL SPACES TYPE 1 RAD . RADIUS. CRUSHED STONE' BARR . BARRICADES EQ . EQUAL RCP REINFORCED CONCRETE:" P4`P TYPE 3 BET. BETWEEN EXIST . , ( E ) EXISTING CURB RED ' D . REQUIRED BLDG . BUILDING EXP . EXPANSION RETAINING EDGE OF PAVEMENT. FLUSH GRATE F FIXED BEARING RET . B . L . BASE LINE ROUND GRATEBLK . BLOCK FIN . FINISHED R . F . REAR FACE FF=7 . 25 FIRST FLOOR ELEVATION R . O. W. RIGHT OF WAY ELEVATION BOT. OF CURB (EXISTING) BR . BRIDGE F . F . FRONT FACE RD. ROAD BRG - , BRGS . BEARING ( S ) UTILITIES FR . FRAME RDWY . ROADWAY TI BOT . BOTTOM ELEVATION BOT. OF CURB (NEW) (00.00) G C BLVD . BOULEVARD F . V . FIELD VERIFY R . R . RAILROAD COMMUNICATION OAV ELEVATION (SPOT) (EXISTING) BRK . BRICK FTG - FOOTING S . D . L . SUPERIMPOSED DEAD L 18" D BIT . BITUMINOUS GALV - GALVANIZED SECT . SECTION ELEVATION (SPOT) (NEW) (00.00) DRAIN PIPE C . I . P . CAST IN PLACE GR. GROUND SL - SLAB U.C. ELEC, C . B . CATCH BASIN HEX . HEXAGONAL S . W. SIDEWALK ELECTRIC DUCTS ELEVATION TOP OF CURB (EXISTING) CEM. CEMENT H . R . HAND RAIL S . F . SQUARE FEET F H . S . HIGH STRENGTH FIRE DUCTS ELEVATION TOP OF CURB (NEW) (00.00) C C . L . F . CHAIN LINK FENCE H . P . H . PS . HIGH POINT ( S ) SIM. SIMILAR GUY WIRE GAS MAIN 4" G C . C . CENTER TO CENTER H . P . S . HIGH PRESSURE SODIUM SPA. SPACES C . G . CENTER OF GRAVITY HORIZ . HORIZONTAL SPEC . SPECIFICATIONS GUARDPOST 12" S GP SANITARY SEWER C . L . CENTER LINE HYD . HYDRANT ST . STIL . , S . S . STAINLESS STEEL 2" COMB CL . , CLEAR . CLEARANCE STIFF . STIFFENER - " SIDEWALK RAMP (EXIST.) COMBINED SEWER 1 --- I . D . INSIDE DIAMETER A 'Y1 ST . STREET CO . COMPANY INCL . INCLUDED ScSTA . STATION SIDEWALK RAMP (NEW) SIGNAL COL ( S ) . COLUMN ( S ) INV . INVERT CONN . CONNECTION STR . STRAIGHT -�f I 1 =1 . 6 PIPE INVERT ELEVATION STD . STANDARD LENGTH ANb' RADIUS TELEPHONE T CONC . CONCRETE JT . JOINT OF CURVE STL . STEEL TRAFFIC CONSTR . CONSTRUCTION LG . LONG STY . STORY TRAFFIC CONT . CONTINUOUS LIRR LONG ISLAND RAIL ROAD LOT LINE ---—-- 8.. N S . B . SOUTHBOUND COV . COVER LN . LANE WATER SYM. SYMMETRICAL MAILBOX rm@ C . P . G . W. COMPLETE PENETRATION GROOVE WELD L . P . L - PS . LOW POINT ( S ) "01 $'jt� MISCELLANEOUS D . L . DEAD LOAD MAX . MAXIMUM T-BOX LIRR TELEPHONE T. B . M. TEMPORARY BEN.C-H--MARX SURFACE FEATURE UTILITY HARDWARE DEFL . DEFLECTION MEAS . MEASURE X"" DET . , GETS . DETAIL ( S ) M. H . MANHOLE TEMP . TEMPORARY MONUMENT ELECTRIC VAULT D . I . DUCTILE IRON M. B . MILL TO BEAR T. G . TOP OF GRATE MIN , MINIMUM T. G . L . THEORETICAL GRADE LINE GAS MAIN VALVE DIA . DIAMETER PARKING METER DIAPHR . DIAPHRAGM MOD . MODIFIED TRANSV. TRANSVERSE POLICE BOX GAS SERVICE VALVE G! D . I . P . DUCTILE IRON PIPE misc . MISCELLANEOUS T. L . TRAFFIC LANE PLASTIC BARREL FORDIR . DIRECTION M. P . T . MAINTENANCE AND PROTECTION OF TRAFFIC T. O. R. TOP OF RAIL 0 GRADE CROSSING GATE DWG - , DWGS - DRAWING ( S ) MTD - MOUNTED TEMPORARY ENCLOSURE T . S . F . TONSPERSOUARE : FOO-r :" It GAS VENT G DR . DRIVE N . NORTH TYP . TYPICAL PROPERTY LINE D . O. DITTO N . B. NORTHBOUND T . T . TOP RAILROAD SIGN UTILITY POLES HYDRANT N . G - V - D - NATIONAL GEODETIC VERTICAL DATUM U. G . UNDERGROUND NT VALVE ( FORMERLY USGS DATUM ) U. O. N . UNLESS OTHERWISE NOTED HYDRA ''BRAT'' RADIO POLE B NO. NUMBER RAILROAD TRACKS VAC . VACANT METAL POLE WITH LIGHT (EXIST.) I 4�14�lx , SIGNAL CASE N . T . S . NOT TO SCALE VERT. VERTICAL INSULATED JOINT O . E . OR EQUAL UNIDENTIFIED VAULT METAL POLE WITH LIGHT (NEW) W. L . WORK LINE RAIL MAT OPNG . OPENING METAL POLE WITH LIGHT TO BE W. M. WATER MAIN 2P UNKNOWN VALVE A USED AS TEMPORARY SITE LIGHTING O. H . OVERHEAD W. B . WESTBOUND SIGN - SINGLE POST � L METAL POLE WITH TRAFFIC O. D . OUTSIDE DIAMETER WD- WOOD SIGN W DOUBLE POST WATER MAIN VALVE O . S . L . OUTSTANDING LEG PEDESTRIAN LIGHT STANCHION W/ WITH SURVEY REFERENCE PIONT WATER METER Wm LIRR SIGNAL POLE si PVMT . PAVEMENT W/o WITHOUT " Gaut PED . PEDESTRIAN WOODEN UTILITY POLE tu) W. S . WEARING , SURFACE T TELEPHONE BOOTH iTBI WATER SERVICE VALVE -W FENCES P . C . POINT OF CURVE W. P. TEMP. LOW LEVEL PLATFORM WORDEDK POIWINRE FABRICT WOODEN UTILITY POLE GUIDE RAIL (EXISTING) WITH LIGHT : 0 B1 NEW TEMPORARY SITE U, W. W. F . WEL SOIL BORING GUIDE RAIL (NEW) PAINTED PAVEMENT MARKINGS LIGHTING (BY LIRR) RELOCATED TEMPORARY METAL FENCE (EXISTING) AT PARKING STALLS: 7- `0 MANHOLES VEGETATION METAL FENCE (NEW) x CONC. PAI SITE LIGHTING (BY LIRR) BUMPERS (TYP.) p BUSH RETAINING WALL 1 . ABBREVIATIONS LISTED ABOVE ARE, STAINDARD-. COMBINED SEWER MAY, . NOT 'BL, �LI ABBREVIATIONS WHICH . MAY 1QIR EVERGREEN DS: IN THIS PROJECT.,: fR 'N (STORM SEWER) WOODEN FENCE AT ISLAN D Al 2 AND ACCESS kyc ------- --- HEDGE T *RIC ( E) AISLES EL�C: TEMPORARY ENCLOSURE - TREE, LOCATED AT ----- CENTROID (CENTER OF TREE) FOR WORK AREA FLIREL :NT IDEPARTME , TREE, LOCATED AT 2 FACE (FACE OF TREE) REV. NO., All co DESCRIPTION TREELINE DIESEL FLEET HIGH 'LEVEL PLATF v ates, Inc. Urbahn Associ TE: --77 [ATR ...... REVIATIONS Daniel Frankfurt PC LI8T �QF ABB A Joint Ventum I RA ri T LONG MMOPOLITAN LGE 1250 Broadway, New York, NY 10001 r ISLAND 1 -1 TRANSPORTA' ION Telephone CON (212) A 20 *AA C t 40, 55-09 RAIL RPA 51TIj 1� "v'-.:.or. n,.,.♦ ._.,ry n"a_,.,,m. a .._. 1..U. ,,v, rn,.m .. .., ..a c.n-=...1 <iS.0. .6.J-'. „.v.,n ,. .. . .v., i 'i : r f .w , r .,, .,. n i .. i 1 1 .T . 1 ,l :_ P 'YT_n 9•Fi *, :Yew' ,. .r'.✓„' ,r :, _ _ ,.: e ; y„ . .,: n:L `.'�kl'iry lr<ro y"i a 1 1 �,Irn15A" S,ryal , " kiI ?.1 ➢ yy rl yAtKKl FNF 99�A(il� .I TAY "t , I k rl 1, J qs 1 , tl yllY NrE� Y W'4 n� _ vr' 1,14�4Y pf � n, fiN WALK - ' i., .40\ �� rpt +'+r't 98. _ .. . 98.77 99.46 '98.45 TWO-STY 9824 99.57 W z! 96.70 . ` I^ '' `•, . r ', v FRAME $ $� ��4/ 98.80 9 .76 r k 11 =rt i°Iti I. 9 .61 99. 8 9 .19 CONC. t a ' .47 t '< ROPER 7Y ONE-STY TWO-STY - = LINE 100.1!_100.33 100.67 FRAME FRAME WALK .73J 98 /7 ,; �1 `; t4°h ' yr``k , Wg 9990 99 < 99.81 10 .75 WOODED AREA 98 $ 99/01 r Y P '� �' TRACK 00.56 / i Ix� I�,evxsT a1,i 99. 8 99.7 100.7 9960 99.58 it PROTECTO 100 29 100.68 0.67 1 5 99.55 99.55 99 g 2 I 98. 9 .192 100.19 99 76 {r t 11'nu 4P i a r 99. 100.4 1 109 6 PROPERTY 99.44 9950 99.85 72 99.61 100.04 0 100.15 100.24 LINE I 6/�©�'J 99 1i' ` 99.951 -- BANDONED RAIL ROA 99.91 99.97 DI O,AD 91 1, 99. 46 k a 3; n 7•r� l`, 94 100.05 39.50 p0� T - PROPERT_yimm *99_90 � w .59 / 99.48,RWY. r . Pd T INSULA 99.93` gMys 160 1 I �� 1 ' 1 '' , s t' f 'A - LINE ED JOINT -- 99.99 9.95_ a-' -`� / 9 38 J 99.58 999. 0 99. --+9. 99.84 99.$8 *99.86 - RAIL ROA 99.85 99.85 99 80* __ + 99 9 / ti LUI 6 99.85 fig^ : *99.90 * D TRACK 9975 99,83 99.85 -rr G 6 PLA ,3L_ s AS 795 100.08 100.06 JO 919 99.90 ORM I *100.01 100.08 "�' '� =hI g w _ -� 9 74 U G,ELEC. --- 9594-�� 0.09 100.10 IM ER CURB -1Q0 00 9 99. 8 a•a'pk> YAM * F _� 100.3 _- 82 99 `. 99.52 0, 98.7 /" 1 99.93 99 7 �,.g_ 99. 5 P.K.NAIL �• 41 99 //5 ']949 d U.G.EL q, //��,, __�-- 1.0023 8 _/.- A 8".80 "� / 101UIIZr,, ASPHALT ` 100.55 `� 10dfi1 U.G.EL _-RIM EL./ EL.99,16r `L Q - - J - \ Ems' g5 98'.97 99.13 �L.� / 7- TO( 26 100.60 g 99.82 RIM CB49.60 B %' 'q,l i1 ,7y 99.12 99 18 / /100.10/ r J 1 8 04.43 EL. 43 M E'®®® 3 BR/ N 99,17 �� / / 100.34 / ---L_- _ p 99.88 / y9.71 I 7 Ck 98.90 99. +� / f- ROPERTY 99.73/ WA 98.25G 99.24 \, 99.99 J / 10 / / / �T !LIN "g� i « 3 3@'ONC 99.28 \ / 0 / / 9 r QJ 99, 0 99.66 ! 100 10 9 1 - r 1 - C 99.35 / / i / - TY _ ,.,1..} ,. �' �� 9 UR8 99 99.3��` 99.88 t / / l ti 99.91 7 ONE S I' 98. „(7y91,Q9` 99�6�� 99-g�f 1 / / '��+'P06-0999,99 _Q � 99 `r9 BRICK _ .76 ,/ `'� _ 8 P 99'S5'�// l f / l l i' i 4 / l 8. 2 - � IICE 99. 2 ' } 98.x77 �`l,°� g9'28 9 .1S G 98.4G �rReET 99.57 100.33 100.13 0� 98.26 99.18 ,. 9 .8g� 99.65 99.63 oA 99.93 j \S 9935 9 BC ^ �7� 997 73 99.56 99'98C'o / FRAMfjY WO_S 99.62 --�_ � � ` ! 99.68 F 99.78 `� EDGE OF .77 9 00.00 / / 100.43 PAVEMENT 9 47 / X99,7'7 1 L r.CUj 93 9993 / r', STI,, 0V ON CONC. CURB 1,# i 9R1 f(.7 p0 9f 99. 4 99.84 103.42 3 dd � T' } I µµ 1 - NOTM ALL v"A SMS M. _ RE MEP '{•PY.�MF fJ2Y'�1 Al 1a y �F ., REV., NO. . „ DESCRIPTION I 1. T0.'COI2RECT' TOP OF AIL EL'NE`WW DATA 1NDICyiTEb ' ^ I TNIS..DWOMNG REPLACE AL.L PREVIOUS.SQBMI 10 S 1 u sro':F` i i y.j% r ' 1 Urbahn Associates, in C. ATS^M1 1 Daniel Frankfurt PG , 11 T`QPC�RJ4PF'IIC:;�'"�t�V� „ Nr A Joint Venture �'' 'f 1 - LONG METROPOLITAN i . �Y r, + ,,.;:' .I 1 .r. _ � _ .. - ';''Ir r ;', „ �, f .d ` P p'i ori k° 1250 Brod ; o 'New York, NY. 10pd1 ISLAND Tf ANSFORTAtiCi�d Mit d'w .yi 4 x - ' it ar' a,'-'i! -'!f,1 n .:,.' Nu9ERT $ v-� N ` ✓ Tele hone ('212 239'-C?'220 _ F2AI; 'R0�0 AU fiHQf1TY ;. N:Y.s7A7E u w NO.00908 p - ` - _ - p .f,�, .• ,., r ,. ... a„ p �,,.. ,. ._ . ., ,. ., ., ' ... � ;_ + _ _ .. . ,,,i;., i :r :, ' le:� ,': ii: .tr+ "f .c�-f.. . Ya" '"n. �: f .:YC: . - - .5 B .,. "u. i„ e4_ .,.,..5. ..f ,#� , . . � :, i ., . ..,. ' - . '. +, ,,, •_ '�� r ' .� i of?71 '€,1•r ".'r1 y:�e, r J. I'af"" ' fY: 1e, ; 1 . f .mfi s ff I ti YY is s ♦ „V r f. 4 rl. , k i , � Y l�l, 1,'11 :f i n � � ♦ i t yc;;;'' A➢ , . -, , r .!: a',rr,s 1 ., - - "' � ", r � ,_ , i r,. 4 _ 1 f-F My�,�tr�w''��.,,4r '��' Y,'r*,�i m� _, 010 r r. _ _ _ _ - ,,a. ..' , +. `r^il ,•yrsi k�s�M+ ' . t J'ppI i, r�+01.3 F�my'eS1ds+,vala,',',55 tll,{Yt4TM141i tt I T11 "Ill ti « « 4 I SY , pT < 1 ' ✓b +�aT ,I I LIJ V� 00M r 1 A v �Jy'il - II �W No . , 5fi, r IYiIfil W I 3 Q Q is ASPHALT41 IY I Q EL. PIP 96.88 0_ 1,. RItt�� EL. Q - ^ ` w +v� &eA'r' 96.81 97.14 1 10D.28m O 1 1 .19 a "1 dl rt ''ar at 9901 98.99 99.66 100,16 ro DRo d DRY _ GRAVEL GROUND o '� u r I I PROPERTY LINE 1 wELL °, 99.21 �1 r , , 1 s rr- a Ott rfl 99.34 99K.22 3 99.47 tea _ 99.48 x 10' C.L.F. 8:89 _98.87 98.87 -9 .7499� -g" I 100.53 1 928 0 '4 )9.35 100 20 AREA 99 v2 99.2299.30 99,40 99.5F 99.8u BB669866 10064 80 IV,97.48 99899Qq.74 _ _ 1003 __L00-_35 1000 _ 149.24 7003 INSULATEDJOINT UNIDENTIFIED - 10iL32 X100.29- - -04 - _ -^ Boy- 100.27 10028L0 100.25 00.25 INsuLATEO 10 I , a - INV. 97.13 97.82 98.36 - t r1 7p pp, 5 100.48 . 98.39 98.40 98.00 97,18 :11 -39LX,•§ _ .0"pL Co b. PLATFORM 1 .41 0112 98-05 97:34 97:34 96.86 97.35 96.67 SIG IA B 100.27 WAITING s2 I RAIU MAS 100. 98.88 _-_ YI ,, r v =<vy :7 r r+ ALEir 7 �@4v o 0 o E; :4 _ .49 98.50 I , ... ';�,;, © - ' 97 53 98.26 98.64• 9.06 ' LETTER "A" OF "ALBERT' ©96 � n*- 94 O7 FH., EL. 97.85 r UNIDENTIFIED .2 �. Bt PXNAIL ON PLATFORM 0 o BARE © �' ASPHALT' eox I .04 0 EL.100.0' 96.87 ` T-eox 98.�7a GROUND .90 oz, 95.80 96.12 98,95 1 98.91 'n dm r '1 T m4 fig' DRY o 2 0 96.38 / 97,147m99.74_WELL _ _ 94,36 94.92 95.23 _Q.I'1 ELEC __---- C14 _ L 9.:.6 6" WATER -95.55 - 95.6 ro 1 96.96 - 9 -84_ _ E . - - - - - 96 98 9T 3l" _ _94.IL _ ? _ . RIM EL _ _ _ _ _ - - _ - _.__.�� - PROPERTY LINE ^94.51 ga,32 94.34 94,134 94.34 94.57 94.77 94,95 95.24 95.46 95.71 96.23 96.60 97.86 TRAVELER STREET DRY CONC. WEL CONC. 94.'9G 94.05G 93.97! .i .93.141 93.63! 3.33G 93.15 93.750eURB 4.2 '" 94.55G 94.67! 94,971 95.54GCURB 96 3OG RIN V 95.170 5.3 9_I. 96.7 96.960 v r rn 94.490 94.240 94.230 93.96 93 590 9 ��i 4 5 o �� r� 99.20 Y ,rte i RIM EL, ri 3 92.85 94.18 cD N Z 'AylWr z !r•] ep 1 T � 11F NOTES: ELEVATIONS ARE. IN FEET AND ARE REFEED TO ` _ Al SYSTEM. s vu I ¢ REV, NO, - DE'S(iRIPT,ION • Urbahn Associates, Inc / 1 ',I I : ir•W � r 'L ' , � - 'i i� '1'71 ' � EYP Daniel {'� z C`rakfurt, PC; ,' I TOPOGRAPHl: •n..n' 'I{ _ t A JOIr /2rl18 . TV cTq7�M ^LANG METROPCLITANA f y".•:,i,,wyfY; . „. 1 , t - 1- u', c•' ' �-.b. ^'ork 100 1 ISLAND TRANSk?e7RTATIO�J'' � _ f , . `' 14250 Broadway, New Y .. NY . �„ O ,� K�, � ., 1 • eFR ;r ,,,, .,y ...1,,,. ,,, • . - - ,,, .. - - HU T S. YUEN' Telephone 1 239 22 RpAQ AIJTMGRI, fY t.,. 1 •r. `.!,'.- :'. ," a', ,,_"'. ( .:.,� _ Nr$STATE Ll'FENSfi, NO:DWP I'"d - ,A, 'Ir. e p Y- x , , f t' F q' - - LIMITS' OF WORK rASPHALT PAVFMEN? ,„, - TO' MEET EXIST ra PAVEMENT ,vq C.L. TRACK , -- )TRACK (ROW) FENCING) 12T9" _ _ _ _ L- ----- - ---- -T 6' HIGH CHAIN ri[. - --- ----, __--__REMOVE EXISTING FIMBER EXISTING LIGHT POLE T 3'-p" LINK ,,FENCE' EXISTING UTILITY AND LOW -- - CURB 370± TO BE REMOVED I�POLE TO REMAIN LEVEL PLATFORM -- i--- _ - - - -- -- -- - -- - - -- - - -- 01 -- SEEED DETAIL 0" EXIST / S E I PA,VEMENr�' MEET EXIST. DWG. SW-709 �u BALLAST I � - _ EXISTING SIGNAL POLE TO "_ _ ' w i SAWCUT LINE _ � 1 h, _ , r -' LINE (TYP.) Z `,` ° 2 _ INSULAT JO BE RELOCATED BY LIRR RAILROAD ' --- E`-PROPERTY I /i Q 70 �N f� NEW YORK - � � - _ - - ED. JOINTS TRACK -- - l IT - - R ERTY l ' I IT"'_" -- �- I ', _ -- -.._ 01 - - - - - - _ - -- - - - - . III (TYP.)--- -- -- lil-,i- - - ,'CVS,,.,,. . �', ,�� o - ,Cn_��G.vt�. --- 2 °Y, N _� � - ��- -- -4- _ - - u 2 - _ - - - - - - - - - -I- O2" COURSE CONCRETE - - - I - - 7 - _ - - - _ N / ; ,I ( _ _ - T^ - - - _ - - - - - - _- - - -- / EXIST BALLAST L___LIMIT OF -, 1 6"� I [-- 6" - .- " - BALLAST IzC'BINDER COURSE �- OMPACTEd GRAVEL BASE - 3" CRUSHED STONECONCRETE J J - -- - - _la_ GREENPORT� OVER GEOTEXTILE -- PIER BASE - COMPACTED SUBBASE t� � EXISTING ELECTRICAL Q ai PANEL T � - 0 BE REPLACED °r. . __ SECTI BY i ON LIRR - ._ SWA LE P r. � , - i Q�Jw EXISTING LIGHT POLE _ i TO 8E REMOVED BY LIRR ~ `'� // - GRAPHIC SCALE : o® p !� yz" a 1'-0" II S r)y _ EXISTING TREES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION - REMOVE EXISTING DEMOLITION PLAN PIER SIGNAL CASE PIER PIER FOUNDATION MEET GRADE - - O 2 PIER GRAPHIC SCALE : Q O 1" 30' i � F E O I MEET EXISTING GRADE _HIGH LEVEL PLATFORM 133,_6 E LIMIT OF SWALE, ROW (1 7 6' C.C. PIERS) 1/2 CAR ENGTHS FENCE, AND ASPHALT, TYPJ�' 85 _0" EACH RESTORATION - _ ' { 42'-1 III 6'-0" HIGH CHAIN LINK EMPLOYEE ACCESS --� � -� ; (TYP.) -1 FENCE (TYP.) SEE DWG 1 - - + - SEE DWG SW-702 LADDER -.- 1 MEET EXISTING BALLAST ; , _r - WITH 3" CRUSHED STONE � - i i I I if � C L,RAMP OVER GEOTEXTILE, SEE- - 4ANDING - = 1. TOP Of INNER RAIL ELEVATION IS BASED ON THE PROPERTY LI [ SECT. 1 ON DWG, PL 106 1I - - 1, INSULATED j 11' 8" RAILROAD ' - - � - - - NE (TYP.) /;',' Q PROPOSED TOP OF RAIL FROM DWG. TP, 105 AND IS T - - JOINTS C.L. STAIR IS TRACK -/ v THE BASIS FOR PLATFORM CONSTRUCTION. ALL ELEVATIONSI TO NEW YORK - - -- 1 - - h- --I.- - - - - -I � - I 11'-2" L - - - (TYPJ (2) BOLLARDS AND DIMENSIONS IN THE PIER AND FOOTING INFORMATION Z-71 If- L]z - -- -- - - i__ VIER 3AB - j } - -_ - _ _ - - - _ i_ - o "' TABLE SHALL BE FIELD VERIFIED BY THE CONTRACTOR �> - - - - - _ - - - _ - - PRIOR TO CONSTRUCTION OF EACH ELEMENT, COORDINATE PLACEMENT; -_ - )- - - -- O OF ROW FENCE AT - - x TI -� - - ,{ 2. FOR STAIR DETAILS SEE DWG, S-511. `I CROSSING GATE _ x _ WITH LIRR ---- 'i- - - - - L- 3. FOR PLATFORM, PIER AND FOOTING DETAILS SEE DWGS. S 501, REPLACED - 'y' I ' # 7$ p + L�-__ - _ - f - _ TO S-502, S-505, S-506, S-508, S-509. ELECTRICAL PANEL- 5' 0" CONCRETE _- r i _ klNt» IT,j T _.: :` _ -a - -� �- �REENPORT � ` - ` _r / - 4. FOR PEDESTRIAN RAMP SEE DWGS. 5 574 AND 5 515. D ) rt ^ - x u FLUSH SIDEWALK �� / ��'Ak; l - - i � � RAILROAD TRACK (�YPtI - - EMPLOYEE ACCESS LADDER ASPHALT ? -� 5. FOR SHELTER DETAILS SEE DWGS. S-521 ANDA 501. BOLLARDS AT 6 0' SPACING STRIP - _20'-0" 6 -0' - 6. FOR UNDER PLATFORM DRAINAGE SEE DWG. SW 705. P PEDESTRIAN RAMP -- - - 5'x5' ta Ju - - CONCRE Qz�� SHELTER TYPE 1 `- ` LANDING +// 7. FOR LIGHTING LOCATIONS AND ELECTRICAL LAYOUTS ; l� STAIR - �` SEE DWG. E-105. 8. FOR RAILING DETAILS SEE DWGS. A-509 AND A-510i N11 . / S EKE TREET TRANSITION SWALE TO MEET GRADE----- 9. FOR ELEVATION DIAGRAM SEE DWG. PL-101. ,m 10. FOR EMPLOYEE ACCESS LADDER DETAILS SEE DWG. S-513 AND it. FOR BOLLARD DETAIL SEE DWG. SW-701. PIER' FOOTING INFORMATION TABLE ALL ELEVATIONS ARE IN FEET TRACKSIpE TOP PLATFORM CONSTRUCTION PLAN ' ' ° PIER TOp TOP OF OF PIER TOP OF BOTTOM OF C.L. TRACK PIER FOOTING o I o' 20' so" OF RAIL AT CL., FOOTING FOOTING TO EDGE OF TYPE TYPE GRAPHIC SCALE : PLATFORM _ NUMBER BEARING FOOTING (FT) 1" 30- C_ 1py A B D --- E-- - -F - -~ b " w - _ _ _ _ __ 1 99;84 104W01 101.31 95.67 94.17 7.17 Pi F7 _ REV. �--- __DESCRIPTION, _ -- - p„ p�AT�fi {Y;" 12: 99,91 104 68 101.38 95.75 94.25 7.17 P1 Ft - 3 91000' 1046 95.83 9433 7.17 P1,P2 F2 DIESEL , FLEET HIGH LEVEL PLATFQIMSNTR�ICT No 6*a48',` Urbahn Associates, Inc. / _ _ 4y 3A .: 1 0,04 :.: 104-21 19141 95.88, -,94.38 14.39 - - - P2 F5 r DpTE 3r,5 9Gr ,`I ",1 4 95.91 94.41 P7 F1 DanlelGLiy � DE1NI0 100 08 gQ4.25 19L55 - -- -----7.1-7 - - L72't PC �SCALe ` P1FORPLATFORM` P2 FOR „SH$LTER R R „ LITIO19 AND ` "I' A Joint Venture PLATFORM CONSTRUCTION �L.4N DIN � . ', � , " �,TTITUC� -STATION w ;' . . ' ;. >. �OC,37 . SH I • BIER-, E4EVATIUN, { 12b0 Broadway,New, York, ]NY 109Q1 " LONG METROPOLITAN A�' Telephone (212 289=02 0 . ISLAND TRANS ON ( ,,,: C1Ca, flEAjl1f� OF" ELEV. 0 -SEE' 'DWGi'S 505: eP ). 2 �, rd1e . RAIL ROAD GtlN7, AUTHORITY . d ' mA , v, .-flF, 'r: r7 .V', ',Fiir¢ Ir -✓'; ) , r. u J it f'-II L u r t EXISTING SIGNAL POLE REMOVE EXISTING SHELTER WITH REMOVE EXISTING U.1 I LIMITS OF WORK TO BE RAISED BY LIRR- \ CONCRETE SLAB AND FOUNDATION - r STAIR1 > "' ` ACK I EXISTING TREE - � . REMOVE EXISTING LOW LEVEL REMOVE EXISTING TOREMAINIf 6sHIGH HANL'INk FENCE. � 1q w PLATFORM AND FOUNDATION ASPHALT RAMP -- Q II +i (TYP.) I a, RAILROAD TRACK FROG - NSULATED JOINTS - I POLE TO RADIO '1 _ ,. I_ C.L. TRACK MEETAEXIST PAVEMENT�� (2' MIN PROPERTY LINE - I LOCATED BY LIRR -- - - - -_ TO NEW YORK -+ - - - - _ -=-L- _ - - - - - - - - - - T - r - -- - - -- - TO GRE RT r - - �- MEET EXIST. - - t-- '� - - - -- _"_ � -- - � j i i -�r i I --�-`•- -.��. ,-. �yt;. _ - i I BALLAST 1 ' r! j a., _ I i -1 - / � 1 'i n ' r>^: rte' a� ,•n r l I i ..✓, ' ,� LIGHT POLES TO BEIt _REMOVED BY LIRR _ 4f 11/2" ASPHALT CONCRETE' TOP 1 - - PROPERTY LINE - r - - - - - Y - - - 21/2" BINDER COURSE' XISST NG UTILITY :'- EXIST BALLAST �, ----- 6" COMPACTED GRAVEL BASE TRAVELER STREET %! OL WITH METER wit q Q METAL OMPAC�� STRIP D SU BASE PANEL TO REMAIN > COMPACTED DRAINAGE FILL -- EXISTING ELECTRICAL PANEL - - - CONCRETE PIERBASE TO BE REPLACED BY LIRR - 1 �--- -- --- - -- 3" CRUSHED STONE- - ; DEMOLITION PLAN ovER GEGTEXTILE 0 10' 20' 30' ': c. l GRAPHIC SCALE : ® 1' 1„ = 30' SECTION - SWALE PIER PIER PIER PIER oll I GRSCALE APHIC SCALE ' 20' 0" - - -- r I 1' 0" ^� - - E F E F > /z11 IGH LEVEL PLATFORM 1/2HCAR( L LENGTHS AT A�85�10" EACH j 0 0 _31-011 RAILROAD PTRACK 42'-6" SPAN 1P_8„ 5'x5' CONC. LANDING a �II tryp - )' - - MEET EXISTING BALLAST 10' 9" (TYP.) y, PEDESTRIAN RAMP-- - MPLOYEE WITH 3" CRUSHED STONE il CCESS OVER GEOTEXTILE _ 11 PROPERTY LINE ----- C.L. STAIR C.L. RAMP LANDING 1 - LANDINGADDER S_ - - , _- i + 6'1HIGH� CHAIN LINK FENCE 1 _ ! SEE DWG SW 702 1. TOP OF INNER RAIL ELEVATION IS BASED ON THE tj -- - - -- - - - - - T + 1 PROPOSED TOP OF RAIL FROM DWG TP-106 AND IS L THE BASIS FOR PLATFORM CONSTRUCTION. ALL ELEVATIONS T - -- - TO NEW YORK - - . - - -- - = ___ - - - - - - - - - - + +- - - - -- ` -- - - _ _ TO GREENPORT AND DIMENSIONS IN THE PIER AND FOOTING INFORMATION ' - _ ! - -_ - - TABLE SHALL BE FIELD VERIFIED BY THE CONTRACTOR n 1 - - - - -- FROG -�- - - - - --�1 - - - - x x 1 - _ j 129" PRIOR TO CONSTRUCTION OF EACH ELEMENT. - = - - - - r = - - - -- - - - _ La4LJ Y I - - �' `` Lrvxv »r,rti'�i'?= 2 FOR STAR DETAILS SEE DWGS 512. POLE L(E) - STAIR 78'-0"+ `. EDGE OF PAVEMENT -' 3. FOR PLATFORM, PIER AND FOOTING DETAILS SEE DWGS. S-501, 1 15 BOLLASPACING 6 0 0 1 I RELOCATED S-502, S-505, S-506,S-508 AND S-509. I (E) _..._.. BRAT RADIO PIER 1A - - 1' SHELTER { POLE (BY LIRR) TYPE 1 I I 4. FOR PEDESTRIAN RAMP SEE DWGS. AND 5-515. r `I I i - - , I , ._... �.:�f4Ll�A.c,.l-. l�r2r•i v+ Y ly - r - - N 5. FOR SHELTER DETAILS SEE DWGS. S-521 AND A-501. - - - - 7 - - - - - - - - - - -'- - - - - - - - I - - - -' - - - - - - L _ it 6. FOR UNDER PLATFORM DRAINAGE SEE DWG. SW 705. PROPERTY LINE- TRAVELER STREET > 7 FOE LLIGHTING LOCATIONS AND ELECTRICAL LAYOUTS, 6. r 8. FOR RAILING DETAILS r1Sf C� r{U<. tYl 'Inlr 9. FOR ELEVATION DIAGRAM ESEE DWG�PLg191. ND A510. I `r b n � z J O 10. FOR EMPLOYEE ACCESS LADDER DETAILS SEE DWG..S-5131 PIER AND FOOTING INFORMATION TABLE Al ALL ELEVATIONS ARE IN FEET 11. FOR BOLLARD DETAIL SEE DWG. SW-701. o TRACKSIDE TOP C.L. TRACK PLATFORM CONSTRUCTION PLAN u,x PIER TOP OF PIER TOP OF BOTTOM OF PIER FOOTING __ TOP OF AT C.L, TO EDGE OF _ _ NUMBER OF RAIL PLATFORM FOOTING FOOTING FOOTING (FT) TYPE TYPE GRAPHIC SCALE : 1® - w BEARING A B C p. E-- -- F- 1„ 30' l REV. NO. -',DESCRIPTION 1 100.32 104,49 101.79 96.15 94.65 7.17 Pi F1 - - -- - 1 A 10034 - 104.51 101.71 96.18 94.68 14.39 P2 F5 I 104.53 96.26 - 94.70 7.17 P1,P2 F2 �DIESE'L FLEET HIGH LEVEL ,PLATFORMS ctlNTRACT No tia ` _ ___ Urbahn Associates, Inc. / oar $411910.:,+�tt I r , . 3 100.41. ' '104.58101.88 , 96.25 ' 94.75- --7.17 Pt F1 SCAIE 'F + " "i3a'r�41 , ' - Daniel Frankfurt PC L ' R R PLATFORM C NST UCS'ON QN . PIis �Wc ., -- --- -- - - lith a ,� 2 1.93' . 96.2 94.79 7,17 Pi Fl ar f l,L 4 100.46 LAT©ORM P "10R SH 4UTfI(SLb,' r5'T < P1 FOR P F. SHELTER A Joint Ven` ATS .S STAT 45y . 101,8�T PEATFORM :P,,.IER' ELEVATION 1260 Broadwayr New York, NY 10001 LONG METRgPOUTAN, ' N Telephone (212) 239-'0220 ISLAND TRANSPORTATION CO TRAGT:'N0. S54$ w,a t 10,1.74 '.SHELTER PIER': ELEVATION : RAIL' ROAD AUTHORITY N EOR, 400ATIO OF' ELEV; C SEE DWG. S 0 �4 .. �,;. .ter- .+ -, a., -ver .. - - r.e�... •"-m n_.. �..r +. , ... •.. o..,., v .o,,,-a-s ,. ..or T r .r . _•^ice � „ ; n m pr - ,v .r l" aa,. ,. y n. a.. mY r .. .r .r r r V Y'."r 3^frV ♦I•m 1�. "5 Y STP a' .Y ' - ( :IG' .,,�. 4 .,,.Mr h 8. „A•:`uT .ay,."'NTq Fr -C Y,., n �'u:, �, ! y Y � 1 17gfn"1•+,4"M ' 'rX '(. F • .v. mil �` � dk . .. ., . . ... . r�.�»' '1 rr . .r �, : , ., ' � � ' . . :r .. , . . . ' . . . 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I ri AT n' '} n a4�S iidrd w " r /r Aft 'MARKS Tib �f 'R �9 a 4 r"J4u'i''r 1,T -- __ r Z ! 2 INSTALL©R STAGE TEMPORARY (ENLPSUR � # '# j,VV4 , — Tn--- �_ ---'�-. __-_--._ _ _ I r� ti Q I t • Fk ll uu„�, ti_ J !. _ Lr,a:,r-.�3..1, - - - _ _ - _ ' 117:1 I! .r�ll _ •�..- -�- I •r/ � � _..7� - 3 �tr.l > f'„ ',?§ , . 1 r'ex a t -4- '•R'+'r1 -"-' '— — — -- — --, _. .. _ _ "_ ._ i LL i� r'�W 11�4r - - B STAGE 2 � — T — - - - - _ - - -- - - !� 414' k _ fi n .., — —— — — — _ — — T_ _ —_ — — — — — _ — — _ - fl I 2. C NSTRUCT .FIIGFI LEVEL .PLATf ORM; SFIELATro LrI,: , t 4 yr { nryANY ( _ _ _ EXISTING, RLATFRM ANb _ — IGTAT _ — - - JAND 1, 3. INSTALL AND SIGNAGC AND APPURTENANT ------E-------------r--j LIGHTING ” LIG TO BE INSTALLED BY LI_RR 4, REMOVE TEMPORARY ENCLOSURE= O6 WORK' /' rhl 'I REMOVE TEMPORARY SIGNAGE.' t�a CAR MARKERS TO BE 'RELOCATED BY LI v I 5. OPEN HIGH LEVEL, PLATFORM TO 'SERVICEYl a k� P/K C. STAGE 3 i STRE �! 1. INSTALL TEMPORARY ENCLOSURE OF WQRk lA ET FOR STAGE 3. 6� ti� r 1 4 2. TEMPORARY LIGHTING TO BE REMOVED- BY LI�Rf�� '� ;yh� +N(� FOR STAGE 2 WORK AREA- - TEMPORARY WAITING AREA WITH y' SITE WOR TEMPORARY ENCLOSURETEMPORARY WAITING STAGE 1 3. DEMOLISH EXISTING CURB WITHIN WORK AREA., k ' 4. COMPLETE REMAINING S K INCV,UtlING,_. TEMPORARY LIGHTING 140' EXISTING AREA TO FENCING AND GRADING. REMAIN DURING STAGE 2 CONSTRUCTION v"1` I I r STAGE 1 fi � F 4 1 i ,' d / S At V r--4-1— -,1— - - t1y I ---------------- C � --"III-II r. C P STR K QS 2 h - FOR STAGE 3 WORK AREA d 1 TEMPORARY ENCLOSURE - - --- ----- STAGE 2 _ STAGE 3 t,p n1' tY y I , CONSTRUCTION (133' 6" OF PLATFORM) MAINTAIN EXISTING AREA DURING STAGE 2 CONSTRUCTION 1RAHIC SCpLE�' ' +lFx �x SEE DRAWING PL 105 41 r a,t a II'I f gate t STAGES 2 AND 3 � . lk M1 � j,T fF,a«r 1 t47t°� Ii l ' .. " „� .�4,, 4,, .r • ' tr REV. 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'rl ':'y .`, .rkS.1, �x��. ,2�1 KrIYI' 73 : ,�i, + y r M1TK� gTAC J Ora }1� S H Ur 14' J 4. A t. CONS,'RUCT TOPOR'AI�Y_ LAW,;,,LEV F' '� ) r v RAI ITC V% GF w w M dW pM1i r{ L W .h, v'l-I -lF':I INF. T `+'� I � :,Y 1 ..,,!) ' 4 ° R , fiS! gas ,I ^` 101.02 - PROPERTY LINE -101.00 -CENTERLINE OF TRACK ” 2, LINE 'TEMPORARY :SIGNAGE TEMPORARY LdGHTING`�T ANQ*-T0t P CAR MARKERS TQ. ,RE' RE�OGAlt B _ _ _ - - - - _ — — _. —. — __ - - , , .r `.f ,r.'� _ -- — — — — 3. WSTALL TEMPORARY:,fNCLOS{7RIEOF' ,,1 AREi4= + 1, " 'fir t _ a— .F..x. y t'_' x• ' W : - G r' J -- 6 —100.871 1 t� Irl r I, 100.9 (96.67)%---------- ------------ i� �� I B. STAGE 2 srF? 44F� (97.39) W-7071, TEMPORARY -------f----------i ITI.TI---------------- — I ;r 39 1. DEMOLISH` EXISTING PLATFO M,SHEL R AND — WOODEN STAIR I — TEMPORARY ENCLOSURE I R ffl&T `;""�! ' ,•' FOR WORK AREA 2. CONSTRUCT HIGH LEVEL PLATFORM{ SHELTER, STAf( t'Rr �, ASPHALT PAVEMENT AND S1DE'WALK ;1 1411. 41, - � - -TAG S - - - - - - - - - - `- - -- - - - - - - - -_ ' r { - E 1_ 3. INSTALL SIGNAGE AND APPURTENANCES' TRAVELER STREET CONSTRUCT TEMPORARY I LIGHTING TO BE INSTALLED BY THE LIRR.,. w , LOW LEVEL PLATFORM w1 ° lxi :, x1 _ W/TEMPORARY LIGHTING 85' 0 LONG III Q 4. REMOVE MARKERS 0 BE RELOCATED BY RNR ROAD CAR - 5. OPEN HIGH LEVEL PLATFORM TO SERVICE. °t 1 O MAINTAIN EXISTING LOW LEVEL PLATFORMk° I, C. STAGE 3 DURING CONSTRUCTION OF TEMPORARY LOW LEVEL PLATFORM I 1. REMOVE TEMPORARY LOW LEVEL PLAT'FQRi 2. COMPLETE REMAINING SITE WORK dNCEUDING q STAGES I /� FENCING, AND GRADING, TEMPORARY LIGHTING TO BE REMOVED BY ORR v v I Q O I nyrl Q `' yA 'rl hL �M1Y1i�N PROPERTY LINE � t — — _ -- _ - - - - -�- - - - - - - - - - - - - - - - - i - - - - - - = - - II it �„h ��r� : —, - - . .__ ___ — __ _ Iyyt��R I y k I II I ,r , I STAGE 3 STAGE 2 u TRAVELER STREET PLATFORM WMT�MPORARYOWIGHTING LEVEL HIGH LEVEL PLATFORM S�ESDWG. pL-1 AND ADJACENT SITE WORK a tR Z ` Li AND COMPLETE SITE WORK _.�r �=� I ti"� r . . 4' STAGES 2 AND 3 GRAPH rIC SCREE , ''+° �; ',a } ., lo - E " REV. N0. My _ TESEL I IF I GH 'ILF- PLATFORIS A l Urbahn Associates Inc. v a ;M"; � , r :+� Daniel ,F ifurt . C CONST TtC (j�N �r.�y p NAS,F„ n, 41� ✓In�� L':f tG' ax, l r ,r ,R L 1 .R, :'R IAV. A J int .Ve xtnre r aa � , � o �: LONG �'ME1'I�OpbllTl�N , 1 M f Jr,G $ f A•IY � p„L. Y W �Ol .a ., 0 �3 I,• Y we r, + . _r' : 5 .� �C�YA 7"i14�4Y .. ,,,r. .A p Y • ., )-„ :_.. ,. � . . .,' " . , . .. .' r .� ''.I hA�VU- 'PfI N S ., ,$., 11 4, .. fT1JN'1 ,. JC r.- 4 "7;Y'RR �4, k au .X .J.. d . v 1 r•R �J t 1 . '.lrt ,,, ;err. .,.k,'y,' .-, „ .. •,. ,, . .. ,. .,, ' , ,.: '1 '�.':'. :. „',+:. a' '�' ' ' w s k b ., _ .. _ . . _ r.- . /' l A ,f M 'P cr •5'a ••44^, i P:^'• i 9 a. Fp' .rx. w . 1 ., f ?"'YF =4 k t.. ;, ni�'1"", i ,r : l � "at Vw N" y t ry ,� '. . t.. .. „ c ` :.. 'v, r 1 ... i %i.i 4 '..'.X ' •.p J',,v, 1 - V. �. Dnp � ,R � s , i', ' 1 ,;. � ,,. •. `, a ,a; r ,^%t s-, ' .',.,, ,r . i " �!M- . "rWY .., ~ti � ., . ..r r , �. �r ..: ,. AIM, .1. , �. , , it ' ,rv."�n , n u ,.;1U �•, .'1f 1, .:e:o P y I „ :. . .,.. r , a.. • , ivy. ' , n, : i1.q. '. i ' . .. v .n a 1 : : '„ i n r - : '! Il 4' 1 l y � V'. J!'�J'$�. �t. rd .l 61 4 r RA, k,. t ..%.4G.L. RAC 'r ( LIMIT Or WORK EDGE OF CONCRETE SLAB ,1 n i. ,...,,, : lo„ �• „'.,, ' :, ' ;;` ,� ,.,. t, .nC F 'fff , + 814" PLATFORM i ,. r 4 a : N i a ,' s, roe y ' " k ,err . ' > � -` �-- FOR TOP' OF PLATFORM 'Y" ", 11 " �,.,, , ',.. ` ::;r), . .,i. - ', -, r ,,,_,;_— � ", ',�� : I � - �� , r.7I, , � „ \,.' , .4 ', " ' ' ,I - CAST',IN PLAGE:Y , C.L. UNDERPLATFORM €L€yATIO,NS, SEE DW,GS.,- CONCR TE SLAB -- - CONTINUOUS TACTILE / FENC , SEE DWG. SWi702 _ W?RN1NG STF31P E PL 101 THROUGH PL-"'r I I L 1 e}y4' 1 Ldp, 1.4 u l ' ELErV. B J: -, t ' _ w ?:'p - ++ + SLOPE /g /FL, TOA OF rPLATFORM RP, + 4 - __—� a; 51 " 0 LAB>'DETAILS RNLi�tG; sJr „ SEE 'DWG S`5D5. I _ -- C12x20.7 DIAPHRAGM FOR DETAILS 'SEE DINGS 41 } (' A-509' AND A-510' . --- a a+^ 1r+xI� : hf' m - W2104 STEEL PUPPORTM ELASTOMERIC iv S y - -- BEARING (TYP.) GIRDER (TYP'J SEE DWG. 5 523 i !,i 5 " { - GROUT --' -- --- — .� ----� 1 ---- - T` 1 DE L PEDESTAL (TYP.)-- CRUSHED STONE ,0 T r 1' 0" WITH GEOTEXTILE }- 4ryX 1 yy *} L P�POSED - fa } a L— - " hti TOPOF RAIL' SUPPORT GIRDER BEARINGS .)--�� II > o > > W21x44 STEEL PLATFORM -C12x20.7 DIAPHRAGM (TYP.) ELASTOMERIC �� { 1, TOP OF CRUSHED STONE :,JId r CONTINUOUS CURB - m - ;w` s �f—j- - – FOR DETAILS of Ion MEET EXIST. BALLAST. -- o PIER AND F'OOTINPS a l:. §T ,ITRACK INFLUENCE LINE L1 P ERT PN( YP., U. - , , . . TOP LIMIT 6EOTDEXT LEE S YP ),; 1 a PLACECONCRETE EE DWG S 509 (fi T O.N.) - rww O 6' " 3 ) - S TI FOR DETAILS OF UNDERPLATFORM _ DRAINAGE AND FILL DIMENSIONS wO a (TYP.) (TYKJ ' 1 C.L. EXPANSION SEE DWG. SW 705 PIER'------ -- " C.L. FIXED PIER � ELEV. E ' CAST IN PLACE CONCRETE - --- - -- - ----- - - 42'-6" 5'-011 FOOTING Fi (TYP., U.O.N.) ' ,tYMh IM 'lV TYPICAL CROSS1 SECTION 2 ELEVATION 0 1 , 2' 4, 6, _ ,t,1 dsysrw GRAPHIC SCALE : �® GRAPHIC SCALE : ® 1/2" i'-011 /4" e 1 � Q TOP TFORM .w. - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - ABOV�FTOPAOF RAIL 4TYP-)op - - - - - - - - - - - - - - - - - I ' IM1w11 - - - - - - - - - - - - - - - - ' - CONTINUOUS TACTILE WARNING STRIP, j FOR DETAIL SEE DWGS A-516 AND A-517 f nl > . GONCRET'E Xrr -F - �, 1 v ',�', �� ;�- JOINT (TYPJ" '" .7, � G.L. PLATFORM + C4 EDGE OF HIGH - -- - - — w W2D 44�5 „n9.' w¢1Yf LEVEL PLATFORM- \ 5' O"x6' 0" PLATFORM 2 C.L. RAILING POST PIER P1 (TYP., U.O.N.) FOOTING F1 (TYP., U.O.N.) ? xa f 15 42' 6" 42'-6" 4 - -- - ----- - ----- --------- - - - -- --- ---- - - -- -- — - - -- --------- -- 'r`°' PIEREXPANSION C.L. FIXED PIER C.L. F�CPANSION ' - — — �+ --- — -- - - - - - PIER TYPICAL MODULE_ 2 SPANS AT 42 -6 = 85'-0" - T — ----- M# I I 1 Oq i'. 4 PART PLAN - PLATFORM ( TYPICAL 85' - 0" MODULE) i' s nlY � r 5 y r _ 0 1 ' 2' 4' 6 `t Y�' �, " GRAPHIC SCALE : z I � i Ne I 77777 u RE,V 'NO_ : - rDESGRIPTION ry r4 `, FOOTING " DI 'SEL FCEET. ' VEL ,i�LAT��N15 T V,'-- FOR, PIER''Ahl4 FOO71 G TYPES' AT MEDFORD, ": � Urbahn Associates Inc. s, :+r :, :131VERHEAD'.AN1D' SRE ,NK,' :TAVON'S;,SEE N, ° 4 :4)Lr10P' RL'e10 'A '4-PL 1 .W w . r� :,��, ,. ,,,,,, . .. „ I, ,� � ,: � , � . . ": �r. Daniel. � FrC � ..� q'. , tLt1JS1U. .w P .s - - + m 1" yl, , T_� „ r el ?r .A 10 � AN S E_.PI �- u R. EL S E , � T �1 � �� L� I .� f � p�,.�q� x :11 -a 11 y .9( ry' „1>Kg r „ T�F++� I� L -'1 OT�I T L $- - 0 Na TAPE 0 K » ra t� , �1. „ r ,a. 'i.. Y a aYx 'i 7. .. ,. . , r t � � 1. , � . .- . . 'I '� .. � :: „ ' ��, ., f. ' ' , : r;,,, '"- :' � ..t.. 1. e ✓, w „ r .. i „ � . '„ � , �Ol�al1, .PL LON� `MiETRgP}SLftAN, � � 50 ur � � 1 B 1 <. 1> . � � _ � � � : � � 12 , � 7�7ew y �'!TIr" . , r' pp�� k� ,, - �: '�-. ' . -' � ' . . � ' : '� � , ` - ....r '1✓,. ...—t�x_,. `i`!:kl a - ll, .r1Y f ..� e ai . . : : , i : � ..r 'i � ..� i r..-� , i � .. 4r -'..I �d rsrANz► spo . .r: r.,:, .i , 4 1� `� .. "' .r. ,,, �'" � � '. .,. : '.' . , , , I : �� , „ , .� .� .,, , , Tel � I1D11B" � � Q - aP, . A 1 1. zt , r �,1, r � 1 � � � I � � „ � ,'� . ,� „ . .,' p(� ;; x 1 " ,c; ,, ur '� 1 ,., ,- .. r r` �. . . ,� ., ,� . , , . ., � , ., . . ., . � .. �:- .. ,. �.:1 ., � ,.,, .. .1 :�. '. `�" .t4 .. r .. rv, r .l �$ r^u 1 , .., A , , „-, ,. � r ..YIly , 1 ..'.J'r 1d • . , ..x ,t ,..I ,.. .. ., X, 4 Y r. 1 A f, n : (l , : , , . vTIT /, : , . : .� ." .' .1 ✓, �.,' F , '1', � �.', ',.. . i ' w i,. :19} (}��r N I .,. ''r� pi. , .. J .. .. .. a -- \d„ -.,, �q"r�,, �,W,7, ��pl In, N1, f f FI A�I " " , , "'� —A Ni I I ,- ,, 1 .1 '1, 1 1 , I .,1 , gg ,1 r xp, ;% �_� - �,1 11 ,�Ii IV, Qv 41 CR. L SHELTER 'COLUMNS, AND RO' O'F TRUSS. SEE DWG. S-62i f�;nr—i ,�4 4, "'1 7 Vn LIWT OF WORK e N 11, 0,14,� T' PREMOLDED JOINT �T WITH W� k, 'I 'L� T, CAULKING SHELTER PLATFORM 8'7 0" PLATFORM 9'4/4" SH f Tt SLAB EDGE 01` 'CONCRE fZLASTOMERtC -PLACE CONTINUOUS INUUUti C.L. PLATFORM C.L. SHELTER CAST-IN-PLACE �j -CASITlIN BEARINGS I I r .. I.. 4CRETE SLAB TACTILE PIER � I "CO, PIER CONCRETE SLAB, SEE DWG. S-506 (TYP') gp WARNING STRIP A 7 plf,� ELEV. B SLOPE: Y8"/FT. (TYP.) CONCRETE CURB FORPj F� P Lpts, 1TTFbRM 5 ABI pt Al ---- -------- ---- �WM44 STEEL PLATFORM W18x35 STEEL SHELTER PLATFORM Fit, 'SUPPORT GIRDER ---RDER (W21x50) 'Zi (FOR SECTION 3A) ELASTOMERIC BEARING (TYP.) Iol, ROUT PEDESTAL -523 t4 G SEE DWG. S 6" CRUSHED STONE (TYPI) W21x44 STEEL PLATFORM Al -01, SUPPORT GIRDER -- ---- FOR PIER AND FOOTING PIER P2 �R SED TOP _L 0 7 DETAILS, SEE DWG. S-5Q9 - C1292 I OPO SEE DWG. SW-705 F L FOOTING —R—AI 6" (TYP.) IAN!, _7 COMBINED nr In S401 00 2 PIER PZ (U.O, W/PLATFORM TYPE F2 FOOTING z1f WIIn WI W \\I EXIST. GRADE (TYP.) 6'-0" E' F If I VX6,—0I" OYO 'U,qIm. 4' �j� in_ W, ' S__ STEEL SHELTER 8, C12x2O.7 DIAPHRAGM (TYP j'inl I L PLATFORM SUPPORT GIRDER C.L. UNDERPLATFORM EXPANSION, PIEW P2 I TRACK INFLUENCE LINE CRUSHED STONE HELTER. MEET EXIST. BALLAST N.) CAST IN PLACE FENCE, SEE DWG. SW-702 C.L. FIXED PIERS FOR 23'-6Y4 U.0 n "It 0. CONCRETE PIER P1 -In,j SHELTER AND PLATFORM CAST-IN-PLACE FOR DETAJLS OF UNDERP LATFORM DRAINAGE CONCRETE PIER P2 AND FILL DIMENSIONS, SEE DWG. SW-705 -509 SEE DING, S J ELEV. E FOOTING F2 (U.0,N.) SECTION e) SHELTER NOT SHOWN FOR %" 0 1 1 2 4 61 GRAPHIC SCALE : NOTES '/4" V-0" 1. SHELTER NOT SHOWN FOR CLARITY. CROSS SEC�TI90�N 2. SECTION 3A IS FROM DWG. S-503 3 3A 0 2 3' 3. FOR PIER AND FOOTING TYPES AT EACH rf GRAPHIC SCALE : PIER LOCATION, SEE DWGS. PL-101 THROUGH PL-111. 11 n 11-011 2 4. FOR ELEVATIONS T" AND 'E" SEE PIER AND FOOTING INFORMATION TABLES ON DWGS, C.L. SHELTER AND PL-101 THROUGH PL-111. PLATFORM PIERS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 00 LO . ..... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N-O" TOP OF PLATFORM CONTINUOUS TACTILE WARNING STRIP, ABOVE TOP iOF RAIL (TYP ) FOR DETAILS SEE DWGS. A-516, A-517 I rf I" PREMOLDED JOINT :117 FILLER W/CAULKING (TYP.) V T if A C.L. PLATFORM oj 'i �jq? 00 -- C.L. PIER P2 j C? 1" PR MOLDED JOINT FOOTING F5 (U.O.N) -4 -—-—-—--—--- C.L. SHELTER WITH CAULKING �j COLUMNS Cl W2lx44---- L 91, C.L. RAILING EDGE OF HIGH (TYP) POST LEVEL PLATFORM ------- C.L. PIER P1q1 a 81_0116'_011 FOOTING F1 (U.0.N) C) SHELTER 60 ,f FOOTING CONCRETE CURB (TYP.) FOR C.L. SHELTER ADDITIONAL •CURB DIMENSIONS f PLATFORM SEE ' WGA A-501 AND PIERS %y L— 1j, f I, T",I + if l f, if CONCRETE! PEDESTAL . (TYP,) PIER C.L. W18x35 2 LL f b P2 NH 6fr fL S-52 CAST! IN PLACE CONCRETE SLAB W, C. I", DESCRIPTION nf A 3O'-6Y4" 1)rESE ��wlm ,AT;' q Mk.,�' " L� 'IFL IEL PLATFUK _ffT g I , Tw, Urbahn Associates, Inc C (TYPICAL PART PLAN PLATFORM 42' -6" MODULE) Daniel R%Wurt PC, WITIJ,: R R 0 1 2 4 6 A Joint Veniwe GRAPHIC SCALE . . �LONG K01mpobdTAW f I, if-OP 1250' Broadwa�, 140w , Yori4,NY A TF�ANSPORTATION �R 190�0201 TeleP6ne AIL , "X In: ff i Ac 1. fill 07mAl �IM', TI, f P 0� .. .., ..., y `J. A d . . 'i . , .., ,,, ..,,, �c . .. . . .H! ',r, I - -. ". .. .� ':.: if '`1• . �:' � � f.i '•�, r "b% a 4 ��45t'�^ k ! ty � F LH. 'Y.. _ .- v;a.5�?,.�Mx'L f - . .pp (: I,, . � yyam�, - .5.,'i., uY'+ -.aril"rC r.]•: �, a.: ,,,,, . r, .. C.L. COMPRESSION. .rr , , A ' yly, r,, v C r t. ,,:ry ,k y..E• �, .0 - ., � .' _ .$�. Q :. f - SEAL AND PIER CAP n . f. . .,.,N,,,:. 3 '�. ,' a>�; t�, �. -i I, fi .. 111 AT 8°F (n r -�-- - COMPRESSION v I .4 _ _p ,,y - A '� I a - � 2��(1 Q ' 2 V SEAL 1/q %�" -n n'. _ 1: [, OR ELEVATIOhI , -C SES PIER E00t11 pp} �' ,ra 4 fir;;. ! ! `'� . , . W- '�..�! �•� /`� _ W „ I _/ ac INFORMATION TA$CES, ON''DWGS'. FL 7ACfl E:WARNING" 4k4. W4.OxW4.Q 1WELDED WIRE ,' 0 2.1 ' . PL-111. �' "FABRIC' TOP AND BOTTOM- U CONCRETE SLAB_- ' - BOND THROUGH pL 111 yl 4rv,11' j Fr+ "r „ r A-)516; AND A�517 '' SLOPE: Q /FTS , � CONC. SLAB ; CONC. SLAB le fb'I , I _— 1 b STEEL _ C12x20.7 i " � 1 ✓ - COMPRESSIBLE ' lip X X' X x x x-- DIAPHRAGM MATERIAL , , � ��r,' '' x GIRDER- g is t X- ' X X X-- (TYP.) sl '� `,� =N {; j BACKER ROD .,h� w la�'4f✓}' '"`'� CONTINUOUS > DRIP NOTCH 3"I (TYP,) 4 4" n ', CHAMFER (TYP.) C12x20,7 �� -4--- �' r ELASTOMERIC SEE DWG. BRG. STIFF. BEARING (TYP.) - rdkk�l SEE DWG. 5-508 s-508 PL. 3 FOR DETAILS SEE 7I,( �s DWG. S-523 (TYP.) i (4) SPA, F{� g :f ( AT V7 � ELEV. C ELEV. C sA �— 1-- ' CONIC. PIER CAP m 1 C.L. W21x44 (TYP.) 3 ' 7" rIJ GROUT PEDESTAL (TYP.) 4 ,0 C.L. BEARING -�- - - -- . 1 SECTION — PLATFORM SLAB — 2' 6 A DETAIL — CONCRETE SLAB EXPANSION JOINT a^ SECTION — INTERIOR SUPPORT 3,f GRAPHIC SCALE : GRAPHIC SCALE : GRAPHIC SCALE : -011 1w PLATFORM OR ` SHELTER GIRDER- - - C L PIER CONIC. SLAB FOR UNDERSLAB � _ DRIP NOTCH 42'-6" - -'-- -- DETAIL SEE ---- ------ -- -- - --- - - - - - - - -- - - - - B r. -- CLL EXP. PIER 1 ClFIXED PIER - - B DETAIL RAIEND DIAPHRAGM 2-_61j _ -- -7- 6.,-PLATFORM PIER CAP � 211-311 PLATFORM C12x20 7 3 6 SHELTER --------- •"-- ELASTOMERIC BRG. STIFF. ) W21x44 I r 1 BEARING SEE (BOTH SIDES) r-- " - ------' i DWG. S-523 -1 GROUT PEDESTAL Tr Gv (TYPJ—• � a M ,I x } 1 I 1 - 1 ELEV. C - T-0" I FOR PLATFORM_ 1 ' - t- -- - CONIC. PIER �- 011 FOR SHELTER rr. - W21x44 1 C. PIER - I I , . 1 5 i I... 1 SECTION —END PLATFORM " 5t FRAMING PLAN — PLATFORM WITHOUT CANOPY 6f, z' GRAPHIC SCALE : Id, A 111 1'-011 q GRAPHIC SCALE : _ C.L. GIRDER - I/g11 = 1_ 11 A.x3 1� 1p11 (TYP) 70 - Y4" D �z 1 SHEAR STUD C.L. GIRDER SYMMETRICAL ABOUT C.L. � - -- - - - � - -- -- (W21x44 ONLY)- - o — --- q 6 Yq" DIA.x3/z" SHEAR STUDS, SPACED AS SHOWN (2 PER ROW) 91 " 2 SPA. AT 1' 6 '=3' 4 SPA. AT 2' 6"=10'T- 6 �z„ �z ----- --- -}- -- - 2 SPA. AT 1 =7-1/z" r ll - CONN. PLATE BEARING STIFF. `K INTERIOR SIDE ONLY BOTH SIDES T k (TYP) (TYP) - BEARING STIFF. PL, Ie11 „ 311 BOTH SIDES- - CONN. PL. 3/x11 ONLY - (TYP.) INTERIOR SIDE 0 � , , � f kd -- --- - C12x20.7 3.1 MILL TO BEARIlIx 011 - - ELEVATION — PLATFORM GIRDER M21x44) SECTION - W21x44 GIRDER � t� k f h e L,le 8 A 1 50 GIRDERS N,T.S: x �f v1 6 W1 x35 AND W2 SIMILAR , . 0 3 n 6- 42'76" u42'-6" 21-611 GRAPHIC �QALE : — --- OF PLATFORM — END P --- 1 ' 1 1 I/z 1 0 T- — .R pp �,, 1•lp rt } - I W21x44 RBV. N0. ' DESCRIPTION r °Ir A 1 QIESE T 'HIGH .1L'-. ATFORMS ? LA L FLEE EVEL Pt '' � - t Urbahn Associates, Inc. / V -- -- Daniel Frankfurt , PC ;PT+ATFORM, Il ' TAILS . W21x44 1 1 m 1 r, _ -_- R r 2 i 4 ri FtF +.'r` ,:r f�'e ,YC�• r LL r Joint ' ) C y4 PIER CAP . PLA '+� 13, - L N ETRa LIT�AN •{� V i (a TV IIGw � _ 12so roaa New, ooa r v NY' k, •� 1; ' END PLATF(J M . TAIL' ISDN/1 rAaNs /1110N , M Tele hone 212).2390 20 f ' :,'' 1 ( $ s_ a r P r� ,•, a 7.' N �!' M p� TR Y. te�t, n /h� lv�,� ��yy cGGC Or,., 'YIY n W M " N41� P i : 1 S ;u n � 1 , , r R i f O `AU'EH� w k d ; d !r a w e �^. 1A 1 r . , 'NIT. ., 1„- ,rJ .k .,: a . :, : ',.,. � 1 t... , - � :. '•��,'','�� -0"4F"M`Xid'3�«✓^I ,;,1 '”: A7-: . 1� @ "a P ',ry. _, 'n r : ., r , . .ar, .e•. , „ ., - ,. „ - - .;, „ • F :a rt i. ,,,' u.. ,},'„•. ,. 1 „R r .,� , . , 7:,,:r'IV„ '. 'a nA- �. , ,. .. 'TT r , C't"'.n ,, , 4 ;_, L- niw. .r. , n. '- ,• ' . ,' „ _ „ .,. , .. ', b . ,'' - I 'h. J' v$ •.,w ' ra, - I .F � I ".">'!'wa, .. .,. .. L9^. ..!, ,,. , .,., ,,. ', r, ,. _ .e� .6, l .. ., . .• i:' r ': _ ' i6r a '7. - .,x• . a , ,.. ,�, +� Y"; A . �. , , ..,I . r ' ..r,.r.r ,,.. qac , . . ., .- :.•:,rrr`,:., .r .. ,,,; ; •, , ., • _ A ',,_,', .n,.:q I ' .: -. '.L .: ^L �. n n. a � , y s q- 4 r�f k' '•r r,'N,r. r � - .. » - - r , r• IL. ^ fl,.' y'y e:i(k�'y'. F� ,K. . �:^ I -�-----�-= �;-_---- ----1--------C.L. SHELTER----- COLUMNS HELTER- ----- -- -.- . . - - ---- -- - - r- - - - -- - - ---------- --- ---� k�+ f ;1 * �`�a�� t, e : S � - C.L. PIER 29'-04" � C.L. PIER-_. t s x COLUMN s++� uy,r r4 3 0 G,L PIER FRO 1 „ 23' 6d r NT EDGE 9'-71/4 (TYP.) OF. SHELTER, -- -- -- -- -- S YQ/ C. . I LPIER CONN. PLATE BEARING STIFF. �k ° w w, ae ONE SIDE ONLY u BOTH SIDES a P) (TYP) _}S o "T „ e FOR ELASTOMERIC EQ. SPA. EQ. SPA_ 4' Il r, W18x35 BEARING DETAIL -- --- y� SEE DWG. 5 523 - - xR ik 6 �w; ELEVATION - SHELTER TYPE 1 r 3 PLATFORM GIRDER (W18x35) W18x35 N.T.S. dr I I u -- -� -,A REAR :Y C.L. GIRDER Wi8x35 SECTION i / = d � - REAR EDGE OF - C L -SECTION GIRDER W21x50 + �6” SHELTER EDGE OF - - - - - SLAB � - - W18x35 23'-6Y4° ' - - SHELTER SLAB I r I r F C12 DIAPHRAGM • I I � I T .'. � T,fry1 TYPE 1 SHELTER SLAB FRAMING PLAN `' ! 0 I ' 2' 3' q' - 4'_0 - GRAPHIC SCALE : 9-4/4" t " ter r r` SECTION - O 1A 6" 9' 7/1q', 9' 7/4 - --- — 91-71/411 GRAPHIC— N0. 6 TOP AND BOT. ' --- -- - -�- - - - - -- - - - �qr ir_O,r - -- - -- — - - L- - - - - �- - - - - -- -- -- - - AND . _ 4 COLUMN 5r `4 C.L..L. SHEET R LINE ' I _ Srr 0/2" 61/zg,r 1 2 �81,11�� ,r' � ', - t_ (3)N0. 3 9'� I II 9" , _ (3) N0. 3 4�- 1 EDGE OF 1/2 COVER - 4 ---N0.6 - --- -- - - - 8„— - - 1_ -- -SHELTER SLAB - - - TSPA-ETYPIES L) - - I -- (2) NO.6 TSPA.IE (TYPE) S �- -N - F - ' - - -- ---�- - - (TYP.) NO.3 TE - -- -- - N0.3 TIES N0.4 TOP L - (r t FOR NO. 6 BARS AND BOT. o rn1 I w \ NO^4TOP- �� (2) NO.6 N N0.6 AIDB07.- o mmi C.L. SLAB ' / SUPPORT BEAMS LIQ ” - - --- -- — — — �`— — -- - --- — _ 2' �s/e°----- 4'°' -- 2' �s/g� 4 RECTION SCALE : pq '�� ' ', ;u - - /q u , n hN�S w yy fi 1( �q" 9mir 1 Sr ,• - - - - - SECTION2 L � J EDGE OF w,1 SHELTER SLAB S, GRAPHIC SCALE : r r�ry, 21 9t4 r (8) NO,'4 . 9,. 9' _ (8)' NO. 4 91^ 9., (8) NO. 4 9. 2" 3/q a'1^-Or, f gin' Rat ' EVENLY SPACED .TOP 'AND BOT. EVENLY SPACED TOP AND BOT. EVENLY SPACED TOP AND BOT.30 s 2 -- — ------ I REV. NO. DES CRIPTION PLATFORMS"- SLAB SLAB REINFORCEMENT PLAN As oca a 'Inc. .�i r tcH��r`�"vB�,. P,�ATFORMs•_ DIESEL FLET F{ Urbahn s t s, _ 7rArl �A+ z ,t yr,y�,�e 0 'fir .2r 3' 4r 7 ��p - �1+ "�re�hw.y.f GRARHIC SCALE: I]dril@1 FI'a111I1L1,I�i( P�i ' P T1!'{ �'+�++ -� : •' r1,.wid ki4ujjn'.:1,^B 0" A Joint Venture /B� >n �m LOETROP ' tT ,lrc-. NG' M . QL Aht1 r , t �/11t'��'��: -+ , r„4ry:”...•.,� -'.�;t,,..:`I�,r„' -, •. .,. „ ..;. t' . . . _ : '. . ..,, .-.. ' ,: 12b0 Broadw 3ew Y rk NX. 10001 ' JSLAND ., 1:i.v.x^ S','4,1,.L..a '-<.Iq!.n'u-. ..,ar,. l_r i.,, AC'-I ,.V...n..x r '' ,,. , , i- m v,^. .I rir,, >!.+.' ..., ,rr., .L:• .. :r a ,,, r , r ., „ . . 1 P4. RATQN Telephone (212 G T' �,I.A�� ei,p, X54MAR©/ U AUHPR �.',.,•',5,Y',5, r*Fx f A k :, ...: -, e . , a .,. ,., v , ;v. ' .� i, :� ., ". •. -,. ;B i,�„r'NR`' 4 ?': � , ."'zA:nm c �. , , � .. 1 ., ., r ;. � .. ,, r ";, .. ,,, rr• „sr�i„ �. a< ez s^ a, . ,sr, x r� .�+� rY�t X11 f,-r : r� .;"§ , ,sa :IY<' F ., i r.., v4, - � ., - . . iT^ ia:f%.1 .. , r„ J, , f � ♦ yn}• Vd.., :,�5`i '1V � .A, k . .. �. .. .,,, a ..,'.- .., „ .. ..- ( . -. n, .. ., ' �. P,u. . . L., , .g . rn. -. : , , � r r t :' ^., r„f� k9h� '.. , . ' „ Id '!'8'r,l°3” n Pq"'7, r�r 1, r#..,.5 1, v, '�a,:>nl, •, k , t „ :.. .Y : u. - , n t ,ro- :� ,. r . r` -Y°e,-* .�e xN i, r �(, , L '➢�.ck,G:.11: . ., .. , .;,. _ (1.+. ,.- „ .,, „ � urvE: ' ii ': !'$rel' .{ w ..- ,.: �A— r, ro, r •', -, r :; .. :' .:. : r I ��.:; � . � - � � ' .,� _ _ , ., o, , r `# i w.t^x ., r hdA� n t - - r . .,', � , ' . . , : Ir „ ';a.�f . . ...,, J..A - ITT ik k' EDGE OF CONCRETE - CONCRETE SLAB �+ ` PLATE LATFORM11 !' -,Ji,':J',v • li,�r , A. y Ar r P ' 6 6 fy s ; f vli' .xu r 7q (1� x1 „D AMP Aa a I; :*., r`rn p �, FOR RAMP) yyy • 1 . tBE dP 1 -- __ N • _ �, (SIGIEWALK, SLAB C,.C. RAILING POST d L %t \ * ' - - i 6 AND 4"xl/2"x0' 7" n II rl err C.L. LIGHT POLE � . - , - C,L. /6 xt/6 LONG HORIZ. ` �`1,131R 5T 'STL (&061'T 6) ALUM. PLATE. SLOTTED HOLES IN PLATE - .,: " �'" ` ' , IgkES►V .� 0 4 ' '� 2 �r srG� r# C I / - 4 THICKRl I rri I PLATFORM -- - -�z" 2r /@L� % r i i ,f ANCHOR (WITH 4 q'MIN.:;EMBEDMENTI n n ' 1 " a , . r SIDEWALK SLAB a 3/2 3/2 RAMP, SHELTER SLAB "T" 5 r# , rrrr''+, l /8 1 ° TUBE 2"x2'�x2" 1 \ L I 4J°11 G N �e'r§ x/a" r -2 (TYP) ��– — 3` DIA `HOLE RAILING G 6) ALUM: w _ DETAIL - TYPICAL DRIP NOTCH - K 4 ' RAILING POST- -' - t _-� - t B HRU SLAB le Rip AND, r AND r Y4 -EDGE OF SCAB 1 a PL. x5" - LBACK GUARDRAIL POST GRAPHIC SCALE : � a 7° DAIAFORLRAMP) LE TL 0 3" 6" I/ r ER E I IT Qb CONFIGQRA 10 IT' T, 2 ST SECTS C6FOREAL�TCONN. �9'I -- - - C.L. STRUCTURAL INSERTS PLAN TYPICAL PLATFORM FSHOWN OR RAMP,IS SPAFORPLATCI�lO 1 5 �� w CONTINUOUS 1"x1" L - STUD'S IS 3 SPACES` CHAMFER (TYP.> - - - L I GHTPOLE MOUNTING 1200 ' EACH. BQLr°SPAOINGrr -- 4 FOR TACTILE WARNING STRIP - PLATFORM SLAB -- -' GRAPHIC SCALE : 0 3® POL SIZE, TO BE ^;VERIFIED , C.L, GUARDRAIL AND POST - EDGE OF PLATFORM- - TOOL OR SAW RECESS T/SLOPING FROM•, AC�TDUAL LICpHT . $-_ CONTINUOUS /2"xl/2" I 1 /z - 1 0 4 # f PLAN TYPICAL RAILING TOP AND BOTTOM SEE DTACTILE WARNING STRIP s HAUNCH CHAMFER TYPICAL 1 PLAN - TYPICAL RAILING SEE DETAIL B -- r- LIGHTPOLE AND BASE TO BE CONNECTION AT SIDEWALK CONNECTION AT PLATFORM , s16r A 5n INSTALLED BY uRR (TYP.) tr -I %a" /FT. _ -= -- C.L. S. S. WELDED SHELTER , AND RAMP THREADED STUDST1 GRAPHIC SCALE : 0 3® 0 3" 6` TOP OF N' ON BOLT CIRCLE Tr , „ T (PROVIDE HEX. NUTS; FLAT + 1 /2 1 -0 GRAPHIC SCALE : ® PLA FORM ' L 1 I/2" = T-0" 1 - - WASHERS AND, LOCK WASHERS) " I E -- u CONTINUOUS DRIP o �_ .0 NOTCH SEE DET. B - o Z 1'1 -- Cl. SUPPORT GIRDER a. A DETAIL - TYPICAL EDGE 7" TO EDGE - a/4"x12"x1'-0" ST. STL. PLATE OF SLAB W/3" DIA. HOLE 0 3" 6" 1 ' a (RAMP ONLY) (y4"x10 'xO'-10" FOR RAMP) r,, - - _ - - - - - - --- GRAPHIC SCALE : ® alp 1/4EDGE OF SIDEWALK - - -��1 �� 6061�T6) ALUM. PL 2 TYP x LING POST OR6AL(L SIDE MOUNITED RNLING POSTS) 1 /z�r 1' O_ 1�/2" r� SECTION r x! T 4"Xf2"x0'-7" POST (TYP. ALL T� 2 0 3 6 : . ('6061 T6) ALUM. TOP MOUNTED CL (2) /a" RICHMOND SCREW C.L. 2"x2"xl/q" (6061 T6) �� PHS SCALE : ® I ' /z ; n PLATE RAILING POSTS) t 3/16 ANCHORS TYPE LF-W RAILING POST (TYP. ALL , I/2" NONSHRINK _ P' ..- i STRUCTURAL INSERTS STRINGER MOUNTED RAILING) i i 1 �riT GROUT' COAT UNDERSIDE OF AND C.L. (2) �/2" DIA. i i ER 5556 (SEE NOTE 1 OF POST) - -- - PL. WITH BITUMINOUS BITUMINOUS - ' 1 FOR ALT. CONN.) TYP. - Cr S. S. BOLTS (1 EA. SIDE , 1 /a I (TYP)CHAMFER �. 2�� - j COAT COATING -- 1 ---- T/C12 i lA AMITER S REQUIRED FOR POST T/C12 STRINGER RED FOR FULL r r d I I I r I r. , _ o - I ALUM PLATE 1 ; �l BEARING (TYPJ "Y cnf °'� i - -- I- -Y �� /2"X3„ ANGLE / %%i�' A� 5 x �I x—x x—x—I. - - - VARIES ---- � \ �_ 1 Mr � I � � � BEVELED WASHER - - -- � x o w' I � � r—T/C12 rti - Q I flu — n C.L, (2)1/2" DIA. U 3 / C.L. FOR /2 DIA ST. STL. ADHESIVE x BEVEL PLATE (/y' `- 3�6" 5/a V ALUM. AS REQ. TO `, / S. S. BOLTS CAP PL. x1 x0' 1 MIN, THICKNESS) TO MAKE UP CONN.- ANCHOR ' (WITH I 2 (6061 T6) PROVIDE /q" DIA HOLE IN �/ / " 411/q" 'MIN. x / 6, t -- �` �� TIG EMBEDMENT) - - VERTICAL --- -- ___ CENTER OF CAP PLATE RAILING POST BASE PLATE ---- BACK TO BACK C12 STAIRWAY % i STAIRWAY EIPn! t' KEEP RAILING POSTS BACK C72x8.64 ALUM. AND BACK I, T 1 -�------, C.L. C12 S _ }-�� STRINGERS SEE PLANS STRINGER IT �0 " ��- — C.L. HANDRAIL PQST TIr �� SECTION ""'i 0 3„ 6„ +' a GRAPHIC SCALE : ® SECTION - TYPICAL RAILING CONNECTION AT STAIR SECTION. ) + + ^$" 111/2" 1'-O" 0 3,r 6;. 1 , - �" .. , 0 '.3" ' 6 '1`'9 , 1 GRAPHIC SCALE : GRA SCALE : S - SECTION 11/2r h � i n =v t ' Ids GRAPHIC SCALE': 3�� NOTES Ifz1 - '1' 0" I. ALTERNATE POST TO 'PLATE- PROVIDE FULL PENETRATION GROVE WELD ( ER ' 4043) r r 1 REV. N0:' D�SbRIPTION }r f ilt+rt i .f x NOTE D ISEL �LEEX�'H 113 ki 11VE4 I�1ATIRWi"`' ` .. Urbahn Associates 'Inc.. 1„ro ,.PLATFORM„^AF1D,-RAMP REINFORCEMENT” 2 e t'SE�'I)Y'!GS':"S-514 •:THRQUGH' �S,-S19 AND SW-701. •*' I „t Daniel FrG '�Jp A 1 � � 1 /. .! s1§. wd,. ,, l rr�. , q' a . " :" x � t ,,.. , :;- :- � � y :' � �' � � , .,� �.n . r .ra,,h ''�. rr,,,. a•t � � � � A. Joint 'Venture r . w ,. � � ".l . r , DT' Iq7. INE7�OP0 T. ��. A"'✓A�t. , . , -,F ,,. ,.. :. I r,^:-, , .,,.- .!,�, ., .,... r , . ,, - � ,- y _ 325D Broaooc New ':X rk, NY'�1_ x0(10 - � � Ig PaRtA1F1 .r Ir a §, i✓h".{, , n .7;.,u 1Ynr r ,y,,., ., .r .r*„r+v _, .,f, . :.. .,, , . . „- - , .' ,' „ ' . , . �, .. 4 h � Al Tel fibne (212)-,239;02E'0 J,W VY'1. is 11 i p i.'. .. ', . :�.il . 'i . 'n . i ” . .' a I, ' , i .• -' V i , -. p�r� DIY �1� & - IN T ep , ��', 0!� 5' ,+� n,, ,p -;,,'.,� Y, 1 :,F•n 1". .el ,$il� Yw�'�"��''a ''t ud''tr':�,°,� ,1 . j:'c- ' 4.e5 'F 4"w, .�. 1 :: ';, ' n ,• . ,a. 1 ,. _ ., ,. _ . _ _, n ., 'e : . r r .n . ,v rt i. .. ➢ i .., Y ,xl . i, , .•h i i 'I . : + i a "i , ' ': a, - 1/v M.i L.l 1 ,�:y x �„ „ _ +W . ....t,.._.., ,11,.E . ,. ,.. .,.. ...•. . , .:. � �;-' " 3,• C •i 5, J ' .., :: 'M1t %:, I - .'^ „. ' ':,: r ' . �, " . ' :' � - -fM1 l ,.:_4 V .. n '_ . ,� I�A� �y q: ,t I FOOTING F IN SCHEDULE , S ,r I �Y ,y-Y!I'r 1 kl'� '' P ' '., ,. „ „ ��,U .'; ✓ d: � , � ,� �' _ - ', � '��'y'' P � �l�R� fn i°.+�€;� . ' •,`��! FOOTING SIZE FOOTING, REINFORCEMENT (12) N0,9 (14) _ (10) N0.9 • n L.; nlirtSA DE54GNAT ON REDF�RANC „ . REMARKS -7--- TOP _r___ ' L BOTTOM r -{ Q".(pEPTH)xW' CWIDTH)xl' (LENGTH) N0.4 TIES N0.4 TIES N0,4 TIES _ '( N-S E-W N-S ' E-W SET OF 4 / SET OF 5 SET. OF 6, 11 F1 DETAIL .A 1'-6"x6'-0"x5'-0" AT 18" AT �. ` 4 (9) N0.6 (7) N0.6 TYP. PLATFORM FOOTING �� --- -------- --- - - 18'` AT 9J± AT 9"+ DETAIL B (8) NO.6 (11) NO.6 (9) NO.6 (21) NO.6 PLATFORM AND SHELTER p w y # ,. F2. DWG S_510 - ,-1 611 1 ,x6 0' 1 ,I x15 3 - AT 9" AT 18" AT 9"t AT 9"+ COMBINED FOOTING NO.6 NO.6 (9) NO.6 (12) NO,6 SHELTER TYPE 2 .END q f, F3 DETAIL A 1' 6 'x6 0' x9 -0 AT 18" AT 18" AT 9"± AT 9"± FOOTING --- - - - - - - M' x T F4 DETAIL A _ NO.6 NO.6 (10) NO.6 (i6) NO.6 GREENPORT STATION 1 -6 - ' "x5 O' x8 -0" AT 18 AT 18 AT 6 ± AT 6' ± PLATFORM FOOTINGS -- -- --- - - -- - - - --- - 3' O" 3' 0 _ 4'-0' '� " (6) NO.4 (8) N0.4 (9) NO.6 ('11) NO.6 SHELTER TYPES 1 _ ---- - - - - - -- F5 DETAIL A 1'-6"x6 0 'x8'-0" AT 12" AT 12" AT 9"± AT 9" AND 3 FOOTINGS T F ' 1' NO.6 NO.6 (9) NO.6 (8) NO.6 MEDFORD AND SPEONK F6 DETAIL A P1 P2 P4 -6"x6' 0 x5'-6" -- -- - - AT 18" AT 18- AT g" ± PLATFORM NGS 1 1� r = - -- - P3 , ( 1 NO.6 (9) NO.6 (21) NO.6 18) N06 SHELTEIR F7 DETAIL A - -1'-6"x11' O 'x9'-0"--- - - - AT 12" AT 12" AT 6' AT 6" CENTER FOOTING - -- - ---- -- n' 4 N0.6 NO.6 (12) NO.6 (7) NO.6 RIVERHEAD STATIONPi PLATFORM PIER F8 DETAIL A 1'-6"x8'-0"x5'-O" AT 18" AT 18" AT 9" AT 9" PLATFORM FOOTINGS C PIER REINFORCEMENT DETAIL P2 SHELTER, PIER ' + 1� p 0 6" 1r z' P3 MEDFORD STATION % lF. GRAPHIC SCALE : ® P4 - GREENPORT -STATION ' NO.6 NO 6 (12) NO.6 (12) NO.6 MEDFORD AND RIVERHEAD V F9 DETAIL A 1"-6"x9 O"x9'-0" AT 18"± AT 18"± AT 9"± AT 9"± SHELTER FOOTINGS %q" = 1' O" 4 TRACK- i wN -- BEARINGSHELTER - TrDIRECTION BEND BENT) END PLBEARING FBENT - ORM o z - - - - - - �- - C.L. BEARING (INTERIOR C.L. BEARING T A1�Cf TYpE ,� ' z O 3" N0. 4 STIRRUPS AT 8" 3 _ . rc 6 -0 r -� PLATFORM BENT AND TYPE _2 Z- PLATFORM BENT - --- - - W WIDTH -- - - - -- aw o - - ` _ N0. 6 (TYP.) - - - - - N g 2'-6" �8:: SHELTER CENTER BENT) SHELTER CEN 8„ . s - ---$„ TER BRNT) - 2 61 -- - !- - -- N0.7...(GREENPORT STATION- )- h J - 1' � I u r V ! • - - - - -- (3) NO. 6 -N0. 4 AT $ x a (4)' NO. 7 NO. 4 STIRRUPS AT 8" 1 , 'S1 ti ;J1 I>, _ PIER REINFORCEMENT /� NOT SHOWN, SEE PIER wl SECTION AT DETAILS TYPICAL SECTIONf x4 r rVERTICAL aF Y ENFORCEMENT - GREENPORT STATION t# ) - - - - , -- � C --- -- Z ___-L _- f- C.L. PLATFORM , w I PIER AND FOOTING SECTION u ` w w a of SEE NOTE 1 0 6" 1 ' 2' L_ � J�' GRAPHIC SCALE : 1!�� 1'-O" N 12"x24"x2" DEEP N v J KEY Cn �� i NOTES: :e 7N a1 �i - - - --- 1. FOR TOP OF PIER ELEVATIONS SEE DWGS. PL-101, THROUGH; PL 111 l 0 1 ELEVATIONS ARE BASED ON C.L. BEARINGS. „ ---C.L. PIER I BOTTOM OF FOOTING-__ FOOTING SEE ELEVATION TABLE 101 TO PL-111 FOOTING REINFORCEMENT E-ACH. WAY _--SEE SCHEDULE. I -- , _ T X �a FOOTING S ZE W L FLAN TYPICAL FOOTING DETAIL A CD7iYB CAL N.T.S. (PIER CAP- NOT SHOWN) RFV. NO y rx Q'LES ,L FLEET HIGH LEVEL °PLpTFOF M$ f ` `P aria n5 .✓,' - f�i} - ' _ _ - `' r1FF+JK� Urbahn Associates,, Inc. � Daniel Frankfurt PC L I R� R � ;� { y . k IES .,yi EG" °'µ `:�'`•' 1 .; , .. ., PIER FOO D.LT/�1J.IA7�.' A Joint Venture � , s p , " : LONG ETFi0 Q41 Broudw New Yor NY 1904Y' , , ..., ]250 yy � � p ...h �> �7. �u:..;,..Pw•_.,-.,y rh•'r.(,,:#..wra,�✓,,rr:.:,..I�I..�,..i,h.:'V,.Y'.�"Axy^I.,eI.,„..." .m "�M^d;a,Sirf l�.a�,w...�,..r 4._..,:h,l'.�.„C�...-r1"g.-.,L�a.,,.:r}re,,�.;IS?:,',.d,,.x.e1,.,rux,;...A.. ,,yY, .•..._�,.,,n, ,,.,�,n�,„.'„J..n,Sv:a.,,. ,.,-,'G. ...;,yr.., d. .,-. . r, -r�I `, nR .�,.,r. ,:. ,. _. .: i ." �. - i ,. ., . " . . ; ... •,..,. ' � ,, ' ., � . . � i _ .ISLAND "•nTt�M �gofROIrOYT/ Q, N ,i , OrN.",.T.R� AGfir 5. i+ 48 onDTeI hore 22�) �239220 tui .�u , , � cif � M^A1: : i.„I� � ' d 'N e. 1 Q' . 1r14F' IiVJN' .9E., ,F 1 ..: ! 1 . Gr - . i t ✓ . `r" _ . _v - _ - } v... .. T_ -1 1 sI, 46 .,F1 1 11 Fill, F lT ""i 1, tn,7'44 v", "iFT, F, IT, 'v"T FA 11"i"tv 53 1��l kp,,� IT, I ellSC I I'-IPI W A 14 4r :1 I,ir A, I IM il 4 Cl� TRACK r� ,& �,' F� r : I L 'IF-, F _ll�?, 1 .1 1 1 : L i 777 01. F OTIN�G 11`� L LENGTH '17 q 1 T Ti ei 1, q A T" TA 1 1 31 F PIER REINFORCEMENT 31-01 NOT SHOWN (TYP.), li,qr SEE DETAIL A, DWG. S-509 F_ 7- C.L. FOOTING ,,"v :"j7, i'. ' I 'L1'-' ,;;" z T.L.-,OWNT - LJ i%o Nor, T iT' F; 12"x24"x2" DEEP 5 VIVA, FOOTING 10 " KEY (TYP.) CONCRETE L UNIT USED AS STAY i"'M PRECAST L � L IN PLACE FORM ;k 12"x24"x2" DEEP Z KEY (TYP.) ............ PLAN 0 6" 1 2 GRAPHIC SCALE : K E-W REINFORCEMENT N0.6 BARS AT 9" MAX Y4" 1'-0" EQUAL SPACE EACH WAY 2'-6 FOR PIERS 6x6-W2.9xW2.9 SEE DWG. 5-509 WELDED WIRE C.L. TRACK- C.L. PLATFORM PIER C.L. SHELTER PIER FABRIC 9'-8 DOWELS TO MATCH VERTICAL REINFORCING 9 d DWGS. PL 101 TO PL 111 All x I BOTTOM ELEVATION, SEE IF-, A rJ11 PLAN TYPICAL FOOTING DETAIL B FOR FOOTING ORIENTATION, 0 61, 112' SEE DWGS. PL 101 TO PL 111 A_ GRAPHIC SCALE : Y41, T-01. if, ELEVATION ALTERNATE F1 FOOTING DETAIL A 0 61, 71 2' GRAPHIC SCALE : Y4" 1r 011 F NO.6 AT 18" TOP , I 3--0" 8 -8%" C.L. PLATFORM PIER "Flo, C.L. PLATFORM PIER C.L. SHELTER PIER AND SHELTER PIER - i N, 0, ri NO.6 k f ELEVATION ELEVATION TABLE —N0.6 } h "AW N ;DWGS. PL 101 TO PL 111 3" NO.6 AT 9" 3" NO.6 TOP AND BOTTOM EACH WAY ------- SEE FOOTING SCHEDULE _lF PRECAST UNIT MAY BE USED AS A STAY IN PLACE 'FORM f Ok�FOOTING 6-0" TYPE "Fl". 2'-6" L LENGTH r F T, SECTION SECTION 0 61, 1 ' 21 0 61, 1 2 FGRAPHIC SCALE : TTTEiiRT!!!!n GRAPHIC SCALE : Y _0" Y4 1'-Orr 4" F,17 REV.NO-.-" RIP110W 4 4 1"0" -F DIESEL FLE�Et H 1W LEVEL 1*4 At 0 15A �E' Urbahn Associates Inc FrEinkf Ir 4011?1; 1, _LUt PC Dani6l A R U AND FOO, 7. ;5 Lr A Joint Venture 11i IF Np*l yorkLNy ON F '10 L , : i i, L METROPOLITAN.', a MO Broadway, 001 L r I N F IF Fli L �' : *RMSPORTATIO Ti ISL4NI)i ✓ kfkq, ftp 4,r,,,:,,,,,,,� JN'i F Telepho hone ko�b'r I, 4 IT 1� FRA L HOR Ty Tiii�'11,1 I U 1,IF, �4 IT T 'ri i -ill,I F, VI �.7,15 7 rl� �1' �F,,� �,, GAO 4 tr q,"gi; p".wl, F ,"W -, , ,�L _ r,, -. . . ,,: z _ .. +.f .., .. ,. 6 ...w 1 H+ .VT., ..r . i . .'.'�" , 'i .::.n - . � � ,.,,. , I " I � .. I . ,' ; ' �: , v, I I .. �-,. . .r? � ,. i .o-. a ... .. . :: ,: ,.. .' ,.. . Y7h, l lil• ,4ap ', ,1 441 .. '� 'Yro' r + rta -� r _ _ _ Id d' .a ' F; r �l , k, 3 . 3h . '-,1, l � ,. . ,. ', :. : , �. i.'. .. I r ',r`, ',�:::,{', Ff., � 1 ; + CENTERED , CL) N0. 4 AT 6 SP . . , , I�, „ - ) . , ,nr UT EA. STAIR STRIN .,, , , 1 6 . , uJL P . I .•S'S� +n.++ ,:, i1 n,: i 11 r_ n ,.'F any , - LE - ^.,. �, ,,, ':; ,«,; ,,, ;- '' (.6 0 NGTH) , , tip' M +3'. A K D t" _ EDGE C7F PLATfi'QRM _ _t_6 i 1 , . I' ,i` ` � .; . • . ' ' :,: � 1," . -4 -I� „ 1/. •A.hl, h Vr 'p` SEE SCHEDULE , V t PLATFORM RAILING POST (BACK TO TACK Ci2'S) a IN P. EDGE W:P OGEr t L z � . TOP NOSING BOT , OSING i a - T./STAIR LANDING 4CAST - ALUM.) TO MATCH T. /PLATF. L.P. W4xW4 WELDED WIRE FABRIC --- - - SLOPE '-� '_ SEE TABLE, THIS DWG. C.P,G.W. EDGE, OF PLAT OR /FT . ----- _— —_ — T. /Ci2 TOP OF LANDING M ` ELEVATION SEE'TABLE —� ADD (4) NO.4 AT n 2 - 'I 1 fi + ,ham Ir 3 ��— f, / \ 6 SPA. CENTERED - FOR RAILING„ CONNECTION,- _ —CONTINUOUS RAILING, FOR RAILING SEE ABOUT EA. STAIR a T. /C12x8.64 / \_ � r411a SEE ARCH. DRAWINGS ARCHITECTURAL DWGS. STRINGER LOCATION. , / � � �-_-- r - w c7 Fn (6 0 ' LENGTH) - { �� 1 r ;,'�a,` ' ,! , ,n ,, ,�X z T / SEE. DETAIL' C' 1 DWG. $ 505 " z (STATION SIDE) . `�. _ �_ t FOR DETAILS OF V CAST ALUM , NOSING AND ��, �' �'�� TREADS, RISERS, CLOSURES ' AND , u / /e"ST. STL. BENT ^ WORK LINE '\ LAN � J , r'I� a 3 S`5D3NG PLATFORM WG6 � , C> - - C12x8.64 PLATE (FAR SIDE) - d - --' - — ; SIMILAR TO , - 11 Iii", "I ' a > m FOR PLATFORM DETAILS SECTION 4 z+ I s e `\ LD a - - BOT STAIR' (AND T./LANDING PAD) SEE DWG. S-501 Bsg 2 L ` vav �a VARIES SEE TABLE, THIS DWG. p OjA F— a Y2" PREMOLDED FILLER (TYP.) - - ) ' ` u 3 m cil cn 3 ------- ---- - ---- WITH CAULKING • BOT. C12 - �Sw", , Yy9 "1t f IN BACK C12 6 - /GONG. 1 (TYP. U.O.N.) o� LANDING PAD I_ N EDGE OF , LANDING PAD ZIP _ LANDING PAD - of SH NON ; I , r �j0 SHRINK GROUT �U I 0° "O J �° " F:°'r cj o !1 6 ' 170111\\\ r " i s (2) NO- 4 ° ,� '' /2" RREMOLDED A An) BARS -- - - —0-- FILLER (W/ CAULKING) , .. ._ PLAN - PERPENDICULAR SINGLE STAIR q SECTION BOT. STAIR AND Y T o z' 3' I \ T/CONC. LANDING ) GRAPHIC SCALE : ® 6!r � � 2' �I SEE TABLE, nx r '/2" - 1 O GRAPHIC SCALE : p' p-01, —COMPACTED GRAVEL BASE " SEE DWGS. PL-101 THROUGH PL-111 FOR LANDING TYPE _3/y" - - — -5 - -- - - -- ' '-- - - SECTION 2 (TYP. _I- T. /C12 - STL(BOLTeS ST 119" L 6" 3Y4 _ ... - 4 6-- - — - - -- - U.0 J (BACK TO BACK C12'S) I Cl SECTION 2A ) SLAB SPACED /2 5/6" DIA. S.S. BOLTS BACK TO BACK OF CHANNELS - PROVIDE CONT.' „ L'1/2" LONG) TYP. FLAT HEAD BOLT O.C. YP.) - �I _- . -- - -- . BITUMINOUS r LDI 6" PLATFORM ALUM. /6 DIA. COUNTERSUNK SET T./ALUM. LANDING -- CPA CBD DATA 8 COAT WHERE --- - 1 FLUSH WITH T./SLOPING ALUMINUM IS IN 1 -- , -- - _}__ - EXP. BOLTS WITH 4 MIN1/4 - PLATF SLAB BEYOND CONTACT WITH ' al _ — _ y TOP OF LANDING T. /PLATF SLAB / BOT - (TYP.) — CONCRETE (TYP.) -- • • M EMBEDMENT (TYP.) N BOT. STAIR AND TOP 1' O" 1 L3/z y C12' 1( , ) 4IV , -- a' (TYP ) VARIES 3 i 11 " iA WIDE CONC. GRADE BEAM. _ 6 ELEV. VARIES SEE TABLE -- — x3/2x/a ` d °J a.yt J '' t C.L. (2) / ' DIA. THIS DWG.----- --- C.L. BOLTSx EXPANSION ---- 5/s" ALUM. - --- _ �I CONNECT CTC12x8. 4 TO V PAD W/ n.�'- °arrow' � a o. o ,a MIN. EMBEDMENT) --- PROVIDE CONTINUOUS L3x2x/q (TYP ) LANDING -DETAIL SIMILAR WELDED _31/2x31/2x3/g"(x5") �°�°.''.;�o ° ° o, BITUMINOUS COATING TO AND OTHER SIDE a au° WHERE AT s S. S. BENT PLATE 1/2 21 611 SYMMEOTRCAL EMBEDMENT (TYP.)NESS STEEL - "e°o /e CONTACT CONCRETE (TYP.) -__ ___ __ ___ __ EXPANSION BOLTS W/4' MIN. SH' NON 3 " ST STL. BENT ti 1 PLATE - - - / C12 _(S_E_C_T_ IO_N__2)__ ° ° °o RINK COMPACTED GRAVEL BASE ------- -__i - - - C10 (SECTION 2A) x, OR CARBON STEEL (TYP.) ABOUT STAIR AXIS ,GROUT ' ! FOR SECTION 2 �vrim ' IIAfr `W I -C � SECTION - STAIR LANDING 4 CONNECTION TO PLATFORM SLAB 2 2A SECTION SECTION AT GRADE �: a i - 0 3„ 6" i , 0 6" 1 ' 2' GRAPHIC SCALE : ® GRAPHIC SCALE : GRAPHIC SCALE : ' , F°,T1r! T : -011T-DI .1 ELEVATION TOP ELEVATION BOT. NOTE: 11 STT10N STAIR OF LANDING (FT) OF LANDING (FT)* + FOR TOP LANDING CONNECTION DETAILS, SEE DWGS-513 Y it OLTSVILLE 1S 10459 99.0 DFORD iS '. 120. 'rt { `'"I''. ` 103.70 98.7± 14 _ �, REV'N0. DESCRIP71ON I I ,p), -0.�,.,• . .�. c R.Mc cies is. 05:10' IQZ:2± — ( a '' LEVEL PLATFORM " 10427. 98.7_- HIGH,. D T , 11,§ DIESEL FL6EY 1S' Urbahn Ass TnG. / h + r / Citi �i . 1 + ' ,. MA S' IR 1 0333. 3_ M. ( ' e Fr C ( Dani 1 ankfuz .P I r�W ,r 1 3.06' 98 M f R" 35 ' 0 E LE 1.1. m " WISE NOTED:' A Joxntl Vonbvre 44a, :.v.> .-'.� 3 .+p' . .:,F„ �,- -..$ � '' .1 ,: '�'1S �'i'�;. r , :105.7$ > '•'' 101.E+ .,' 1: ALL T4, BE . (6061-T6) UNLESS OTHER, ; ,, 1 i'• tl ` , k'.:X+,.`InyW -''F: ,f3 �dn �Y,r, ,r t ,-' ,,,kr ,,,-.r< . ,',_,,.: r".,:,r,: „ ,, • ;,., , :' . +' _ PL-111. MEfR 2. FOR STAIR LOCATIONS .SEE DWGS. PL ib1 THROUGH 4. „RYAN 1230 BroadWy� 'New. York, IQSC -10(101 'Y) : r. uRANI7 " PQRTATII7N' l ,,1 . ' � J �. J . , - ..., ,.C✓ , a7, LAYOUT OF. TREADS 3.. CONTRACTOR TO FIECD,VERIFY ELEVATIONS PRIOR ,TO CONSTRUCTION. RE, Tele hone 212 `Z 20.. I t.° :- .: . r„fie w , . _ : ; .:v � ;c, :o•: y” TIV':I: w,"..v ' ;1' , h(� by� n «, . . �_ iA. `t Nil,. a ,. " , ar Cp4��'RAGT " 'S I " ROAp RUTH lilt`( s �.. �I >< S : EP Al �'p{/l�{ m S , J♦� C 5" ,«L f A' s 1. r- , :,a , ,, .; . l: -, ,- ,. ,,. - , - Y E`Uhy ��',�'`•:fik�16,.Y'ti.�- �r Y� .. _ ,J , ., „ r . ' f :. , aa . ,.,. - , .. . ., ten, ,. . ,,, . ,� .,. .. „ , , . . -,- .. n '. r . . _ ,{^. ! �"tl•' ;r .F �, �.f,., ..s ��.. '1 ',r ., „ ,,ri i., .�i„ 1', A : ..r... . : . 11 1 -',o; n , -,, - ''�. 5 ” ! .' � � � � ... " i. {" . II'WI 1,. M1•, { ".1W "31Y ' i ,, : Y: : f � y ?d�Aa y'.,• f 1 _• ., .�.p,.^v ., l r '. �. J' (, ', ,' ', ry -''_ "' �'� 'j ' ': .. � '+ ��, �y, l '�� ''+. n(' ., Ix°Y". , r re r. �o ': ( . 'S .r�� ' I. uei 14k,'wl .�y,,'✓r``l,yrs, t� • SEAT L3x2k/4 TDP, OP, CAST /a DIA S.S. EXP.':Bt1l T ;;W xW.,4. .WELDED AT +A ,, „ ! { „ V -�r- - ALUMINUM 'LANDING I" M11V.EMBEDMENT WIRD F4bRIC,-'5EE' " F= Y x DWG. S-505 / 7 M ! PROVIDE { I $: r 41h1Ch�QC{ I$OL P — 5-511 OW! �� &) ASSM P REQUIRD _ -�- - - C +1 [� a I a (TYPJ - ---- (4) NOA AT 6. SP, T h �C l$ 7 N r% l5' �� ' ' r a ' , _ _ n CENTERED ABOUT C L PIER AND % Xf TYP --F\-E3 3/ S.S. GENT + aYM ° 5 " CAST CONT. RAILING w C10x8.64 a STRINGER LOCATION, fy /e �v �' PLATE EACH 'STAIR; LANDING a Ae ALUM. LANDING SEE ARCHITECTURAL DWGS. c� > w - — ' - -- - - -C12x 64 (6 01 LENGTH) TEL EARING r -REINFOR P v' fill' - - Ci2x8.64 -- �. 8. „ I /2rl PLATE x8 xG'-8 _ ad - -- ---------- . - '"-----..-__- _�_._.,__��----'--'.____._'_._� --`- -_ - - - - - w ler 4! ` " �'•" A - - ca i ClOx8.64 o 10 - 2 0 - - 5-511 z z - - -- --- -- 2 CONCRETE d 44 I , � Y lr1 7 t A tl r 1 � i -__ V of �� 5 SECTION 6 SECTION � 'y "9I �"11Pvt _ �� d 0 6" 1 ' 2' 0 6,. 1 , . .;' 2 Atr r - x tii x � C) (-D GRAPHIC SCALE : GRAPHIC SCALE : ^ I V Z JL 2 �a C12x8.64 0 5/a' DIA. S.S. EXP. BOLT '^�f$ W6x20 ' i'� '3x I TOP OF CAST ALUMINUM LANDING-I / 4" MIN. EMBEgMENT -- W6x20 COLUMN aaU C12x8.64 t / -- -- I -- --� -=-I- 1 -- _-- ------_ --_-- -- _- ----- ----- --- 1 `1 \ �1 / PROVIDE BITUMINOUSTE Rirl x 11 L3x2xl a CONT. RAILING --' - + LDED SEAT ANGLE FILLEREWOTH CAULKING TYP { - PLATES. BENT (4)CENTEREDNO. A 6" SP ------ EACH - --- --- Imo______ � UMICOATINIUM ANDEST N EEL . 2' 6" 2'_0" !- W.P, EDGE C10x8 64 STRINGER ILOCAAN LOCATION, + it + - i--- - I - --- - -._i TOP NOSING VARIES CONTINUOUS __I/2�� (6'-0" LENGTH) - - —T - SEE STAR TAB1�DWG. S 513) - EDGE BOT NOSING FILL PLATE 101, � - 2'_0"_ TYP 3�6T� v S.S, BOLT (TYPJ r- C.L. LANDING SUPPORT COLUMN TI PLAN - PARALLEL SINGLE STAIR SECTION //��}DETAIL 0 1 , 2, 3, 0 6„ 1 , 2' A /A J 0 6" 1 ' .2r - � yi° +' 1+, z GRAPHIC SCALE : ® GRAPHIC SCALE : GRAPHIC SCALE : /ZII 1.. : 1' 011 11, x1' 0.1 `r, CK 12 r - W.P. EDGE BOT. NOSING W.P. EDGE LANDING --{ W.P.;---- -- 5/gA DIACCOUNTE VARIES SEE STAR TABLE DWG. S-513 _5_'_-0 ' 7 FLAT .HEAD ,COUNTERSUNK �- ALUM. BOLTS IN 4 _6- SPACED AT', 8" O.C. (TYP.) )� TAIL OF5 '' 5'-0" -� VARIES SEE STAIR TABLE DWG. S-513 TOP OF LANDING TREADFOR EAND RISERS SEE DWGCAST LSM513 C P G W C10x8.64 L3x2x/4 T/C12 7" - - - -- L - - - ND IS --- -- ----- 1" 'a W.P. EDGE LANDING - W.P. EDGE BOT. NOSING -� -- - - --- ---- - T/%' CAST a T/C12x8.64 ALUMINUM , 4 -6" $ BACK TO BACK CHANNELS z L-C12x8.64 Y� LANDING TOP OF 5/s" C10x8.64 W6x20 C12 t - LAST ALUM. W:a 'E 1t'g OM - NOSING LINE DIAG. BRACE FOR-- -ELEVATION „ - -- - - - - nil^ TREAD /2 STEEL LANDING T/C10 �C.P.G.W. - TOP OF LANDING wlo 1" NOSE OF (A36) L3x2x/4 FOR DETAIL GF �EECAST LALUM. �� LATE a � r �� M TREAD AND RISER, CLOSURES AND S 6" - \�C12x8.64 0 6 C12 �' - f _ r - EL P „ LANDING PLATFORM SEE DWG. S 513 > W P. - ,. �2y2" TOP OF PIER -_ 5 - --- - i � �3 -- T/C12 I �a DIA. - {, Y * 0 / I J BOTTOM OF LANDING 8� ANCHOR BOLTSnyl L3x2x 4 - - DIAG. BRACE - �I FOR ELEVATION - - -. I== 1 -- - -------2" THREAD - ¢ SEAT T/L3x2x/4 , C10 i _ z SEE TABLE 4" SIDEWALK SLAB /4V r yr] _NOSE OF w � I —_._ Y w _ ya Aly 1' t PROVIDE SHIM PLATE C12x8.64 ' i, BOTTOM v 4 oon ;<.,..,_' , a Ally ON TOP OF CID --, n cn ~-- .� ` , . 1 ar, NOSING LINE �a 6" GRAVEL BASE -' $ L31/2x31/2x3/a TREAD (1) LA0. 4 0 > f AS REQUIRED (TYP-) 6 EA. CORNER L3x2x/4 WELDED CLIP (x5") (TYP.) - 1 2/2 I� �- - A KEY 3"x3 x2' ti - BOTTOM OF LANDING /2" PREMOULDED FILLER 0r, (2) NO. 41 WITH CAULKING - TOP y 1„ 4" SIDEWALK SLAB FOR ELEVATION SEE TABLE 3 ,A (2)P No o � -6" GRAVEL BASE 0 1 ' 2' 3' 2' Orrx2r_Orr � r L3%2x3%2x% WELDED CLIP (x5' ) GRAPHIC2 " V_O - SCALE' $M r -- /2" PREMOULDED FILLER WITH CAULKING ` a r! lr S CTION V 1 DES (P Y: nye Mk �^ k RE . NO CR �TIUN a ATION','TOP ELEVATION 607. GRAPHIC. SCALE : 61ESEt �tL ET1H�I,OH :'LrIEL 'PLATFL#IMS: ' AxrSl e ST'A71GN STAIR ELE'V ��. w , F DING 1(FT) OF LANDING (FT) / " 1' O" ,,dAIf ' 0 1 fD4,42' NDING z Urbahn "dciatesy Inc. / { AL SHIRLEY ,. 2S 103,15 98.2± 11 �/y[ „ . s r ,1;: E _ Daniel F P V A 1 L F i rR �' aril Frankfurt' Ka'�✓ r i2 Ipry i 1 - rr s 1 104.8 100. al ,.. +lRtvEH' Sr ,;�� 5' 9_ w I � � ��. ,.� � '. � Joint V " titre Y. . AyQrEs A en �-. , , : �� !; � W' :, -�'1 OR LAYOUT OF , �� r , , '._ ' � • . r �,,,i ^:I•,: r�._„ I '.,. ^ ,� " n, ,REF R,'TO sT R.,TAME ON q G nS 5, 3 fO ILITA NG, METq Pq N ,,,; y,„ ,:.. , � ' �S rR � :., . : .. !, ,,; '.• . 1: ALL FRAMING TO ,BE UM (606I - NOTED. „ � D B � �', ew, Yor . � 1 1 �� ;. .,- ', � ., , .,Y. ; �, ..��: ,,: •. �o,,, i'.�'*�' ,,. . ` tr ,. �� k, � .:. „1Y ". .. .. „ AL 125 igadwa}'rN Ic,��VX �.. r . : . ” 15 PORATION" Aad+ F'�ArM i-, nl .. ,'Ci qi :. ..a y FYELEVATIONS PRIOR- T.0,1 , .: . � . ; I �� : � � � �� P '�;,':: �♦ °,., �.rRAG7gR ,'i" ,. IEV.D{1/�RI , . ., n♦�f Op ��2 � �:., , , ., , K,, TBI �1QIIk /212 ,2$9'-'D2 - . . . } . . . , j t.;', .4 'i�N - ' . .„ , . r , r. �.,, � 1 U' H, Rt 111. . ,�., �� ,,��, ��2! . � ,•: , �. , : ,, .. x '� 2-. FOR STAIR LOC T1DNS SE[[ DWGS. Pf 01.THR0 G +'•,n , a o-, u ...: „ I. n D 1 �, A F .. . 'YYN . � MMI^/ u ,� '�f•� `. - ,;v mYe J.. m ie f . ,y'• }1 ,,4�. t('k� ., i. ..r : '.:. I . . '., . x:�.• �.C, i ..•i ,n Y - i�L P+�', ,1 . 'y „. y, °' . '^ y h „ Aii 4. .d rb,of x . .; , M1 .�, u..•rr .-. .. ', : . . . '.- �... . ... . .. .. . : ., „ ,., . , , . ,- .: ,. . , .>, , '.d " "i '. _ _, ,�07��" I I , I-�, IF op F 1.I Rl 14 ll �I � , ,,, , "" I I ,1� , F N 07w k rp�v X4. ..... I. FABLE�� ST; Ik"0 IF (3) 1/4" DRAIN EL V. TOP 0 STAIR F HOLES F TO OTT STAIR N B HEIGH ___-1 DIA. ALUMINUM. SCHEDULE 40 PIPE ,HANDRAIL2'-S'/2TO 2'-11", 5 6/,z, " TO rGA se AND POSTS (BOTH SIDES) TYPICAL LADDER 6 -6" 1/211i TO' T" 1,jt _R TO 31 TREAD 24" LENGTH k WITH SAFETY GATE T 3 TO 4'-1" 6V2" TO 71' I —ALUMINUM ANGLE BRACKET 6"x2';x1/o" FORMED gV2 15V2", TO 7" 1: J,F 4'-4" TO 4'-811 8 4"x2"x%" WITH %" DIA. ALUMINUM CHANNEL ST. STL. BOLTS STRINGERS �1 1� 6 il TO 7.� 4'-101/2'1 TO 5'-3 9 vz TOP 6" SLOPING 4 -5" TO T-10" -10 61/2" TO 7` PLATFORM SLAB - 5' I j PROVIDE CONTINUOUS 5'-11j/2" TO 6'7 5' 11 BITUMINOUS COATING 0" 12 6/z TO TO 7" 6'-6" TO T- WHERE ALUMINUM IS IN CONTACT WITH TYPICAL LADDER TYPICAL CONCRETE iR—EAD DETAIL / x y — - -- N.T.S. C.L. %" ST. STL. DIA. COUNTERSUNK ALUM. '/16" DIA, FL. HD, BOLT P. BOLT (WITH � TYP EX C.L.CLOF RAIL POSTL FLAT HEAD SCREWS (TYP.) (xll/2" LG.) 3" MIN. EMBEDMENT) - WELD SEE DETAIL C 1 /2" DIA. ALUMINUM B -IF SCHEDULE 40 PIPE HANDRAIL "--CAST �_ALUM. TREAD AND POSTS (BOTH SIDES) (SEE DET. C) n- Q zo I F jr FIF Ao 6"xTY/8" FORMED W.P. EDGE % OF NOSING ALUMINUM CHANNEL STRINGERS r 1�1 DIA. ST. STL. BOLTS (11/2" LONG) 0 0 of CLOSURE PLATE (x4 0") (SIZED TO FIT VARIABLE RISER) 6 X2 x1/8 FORMED 1 4 x2"x3/16 ALUMINUM CHANNEL ALUMINUM C.P.G W. WORK LINE STRINGERS 24'' BACK EDGE OF NOSING PIPE FLANGE �_"Ft Ll�, TO BACK C12x8.64 ALUM. STRINGER o (TYP, UNLESS NOTED) 1/4"0" RIGHT HAND MACHINE SCREWS ALUM. ANGLE 3"x2"x1/4"(x9") + '- W/HEX HEAVY DUTY TRUSS RIB AS REQUIRED NUT AND WASHER 1. MIN. (1) TRUSS RIB REQ'D. NUMBER AND SPACING OF (SEE NOTE 1) RIBS BY TREAD MANUFACTURER. TREAD DESIGNED IF (2 PER BRACKET) ' 4 > FOR MIN LIVE LOAD OF 100 LB/FT2. TYPICAL PIPE RAIL DETAIL TYPICAL TREAD AND RISER N.T.S. CONNECTION DETAIL N.T.S. IF _ _ - ALUM. BOLTS GROUND IN COUNTERSUNK HOLES AT LEVEL - 600 MIN. 8" SPA. (TYP.) k 750 MAX. CAST ALUM. LANDING THICK ALUMINUM EMPLOYEE ACCESS LADDER 7 'IF ELEVATION C12 C10 TRUSS RIB. MIN. (1) REQT. PER F-SEAT L3x2x/4 TRUSS RIB FILL PLATE 0 61 1 21 TREAD. NOTE I (DET. TYP. BACKING TREAD AND RISER). CUT TRUSS DIA. S.S. BOLTS GRAPHIC SCALE : fmmmmLm� NOSING— 1'-0' 1.1 RIB SHORT AT EA, END TO AT 8" SPA. CLEAR 3"x2" SEAT ANGLES. ... ... TYPICAL C12 TYPICAL C10 (4) '/4" DRAIN HOLES —LANDING comEcIm— "T - v,�j S DRILL AND COUNTERSINK NOSING AND Ng BACKING FOR 114 FLAT HEAD SCREWS. ,-CROSS HATCHED ABRASIVE SECTION STAIR TREAD PARALLEL STAIR SURFACE C.L. LANDING SHOWN. (5) HOLES EQUALLY SPACED - S DRILL AND COUNTERSINK FOR lot NOSING p"_ q IN DIA. FLATHEAD BOLT iv. (4 HOLES FOR TREAD) - 2 - TOP LANDING ELEVATION CONNECTION DETAILS FOR N PEDESTRIAN STAIR 1 F I�,X 0 E; 1 2 rx_�_ I01-x1w er . IF 1110- 111jitIl, x o0 GRAPHIC SCALE: "mmw6i�M 2 ill 1,011 j DESCkIP 6N- 0,l IF REV. NO.fig BACKING—" , A �"T R t i�-WESEILF N PLATFOmf", 11 I GH ol�E v ELI F P� I f Ciateg 'InC. Urbahn Asso L 5'-O'f (BACK STINGERS) Pc , DIE, L R R - Daniel Frankfurt TAM A Joint Venture C L' ; ' SI TREAD— DETAIL kor LONGF MEF OFULFTAN z «t.... i2r30i3roadway, New yok.'�qy IN01 iF:' fStANDI I TIRMSPOR sr Telephone (24) 2"20 L W,, qq Hoa: TRAM F 11 j ,%F IF MrJ. 1"�, m„' ,:a . Ar„ _ .t.,c ..y . . , m+•. v •;a : v:,.r :v u ., : : - �,-:. ,.,�,r ,. _,. Mw Ti" t .r 1. r a . !. x, II. .r � I d: .�, l ••"a . I .'3"-T: rl ' , . w . y, I {n< d u I 3 h4, yfY k I ,4 v : .. ', :'' d 'i' .a .. i . . . i , _ 'L!` F { ' ��'y`}•=,'uy (rte a r r I�1+ le 4 uI 9 ' .. t,, - +a�'•�' S>^ K ' � t ��4W}e.m 2 ,rs@' 1. , AMLAB ALL RP'I,SfiNIC s� :°rvtAs(�t . IC `Y �,. 4 PERPENDICU4AR TO'�SLO�E U L $5` I� itW ` {� t TOP OF PLATFORM i NOTEgI , rr,Q y --- =— --- ---- - -- - J1 ---- - -nV - --� - -- - -- - --- —� - - f - M 4 1' - -- - --- ---- --- --- -- -- FROPL 111 2. FOR L LOCATIONS QF 'RAMP, SE£ I p .,FOR ' RAILING. POST; CONNECTIQN FQR RAMIE " 1` T/SLAB; ELEV. 'A' s i SEE !/p" PREMOLDED FILLER DCNG.TABLE, THIS \ q -ADD (1) NO, 5 .TOP - C.L. RAILING POST 5B SEELTABLE 'B 5A - - ----- 6" SLAB ON COMPACTED FILL A7 GRADE SEE DWG.' ' WITH 'CAULKING"' -_ =- - - - - AND BOT. x6 0 5 1. 0- (x5' O j -i WITH 6x6 THROUGHOUT. GALV. N t n A I W �' S-515 r THIS DWG.i 5-515 - i�YP. PIER 5-515 5-515 5-6"x2'-0 'x1'-0" 8" CONT. W.W.F. THROUGHOUT. S�'' ,�& �`� 3., CL. 1 - �T A - - - r " ' � �, 'fit ! FOOTING / HAUNCH _ _ - SEE TABLE, THIS DWG. N ; 1 , iL. SLOPE 112 r L RAMP 2 6 1 f2�Mp p SLOPE 1:12 SLOPE 112 - i! y „ EDGE OF PLATFORM- - i o� UP �; DOWN - 3 - T/GONG. SIDEWALK, ELEV. 'C , 5-515 RAMS LO �� r r 5-515 UP , SEE TABLE, THIS DWG. gf4 i DOWN 5-515 oo - FOR CONFIGURATION OF SIDEWALKS AT n 1 T/SLAB AT L.P SET `' 5' 6x3' 0"xt' O' xt' 0 . " PREMOLDED 5 -6 x2 -0"x1'-0 -1 BASE RAMPS SEE PLATFORM CONSTRUCTION 1 j (P(PL) PLALA NS. 4 /z FOOTING /2 1!/q" BELOW T/SLAB, FOOTING FOOTING ---- FILLER IW/CAULKING - - ! 61, �4 ELEV, 'A' IN TABLE, T/SLAB AT L.P. SET 1!/y" - - !/p" PREMOLDED FILLER �r THIS DWG. C.L. CONT. RAILING, I BELOW T/SLAB ELEV. 'B' WITH CAULKING (TYP.) SEE ARCHITECTURAL DWGS. IN TABLE, THIS DWG. 7'-0 ' LAMP POST LOCATION- 51-41I �� - 5',0" � 5 6" 6" ��II - LAB ON GRADE �{ % ! PLAN THIS SHEET - - C L. PIER C.L. PIER FOR - - - --- _Ir- C.L. PIER 7 FOR ADDITIONAL DETAIL REINFORCEMENT OFI C.L PIER - - -- - - __ _ __- E-501, E 502, AND S-508 ANDS 515 RAMP SLAB AT LAMP 5'-10" L1 SEE TABLE 5'-0" L2 SEE TABLE POST LOCATION, SEE I -r -, S, SEE DWG LANDING LANDING - 1:2 CD 5-515 _ -.1 �- .. PLAN — STRAIGHT PEDESTRIAN RAMP d , ole CL ' ;hnTtiw� GRAPHIC SCALE : (4) NO.6 TOP' AND BOTTOM' - z a o v 4 ,0„ LENGTF� FFi - " DIAMETER (NOTES CLEAR } LAMPPOST .CONLif11T� .', a / BOLT CIRCLE ' 7,I 6., 1' .r CONTINUOUS RAILING, SEE MAINTAIN SLAB p , ARCHITECTURAL DWGS.- - SOFFIT AT ,' ,!/q" PLAN— REINFORCEMENT FOR ' RAMP SLAB y {F a� �� 1 CONT. CHAMFER_ BELOW ELEV. 'B' a w — — L.P. AT NEAR SIDE AT LAMPPOST LOCATION a td Z:q z T. AND B. SIDES) THIS FILLER �Iir 1'EO" MINSLAB AWL.P.,G. GRAPHIC SCALE : 0 6 ' K # SEE TABLE, o SEE TABLE: �4 w N = _ ° g ' SEE PLAN, THIS DWG. �- /2" PREMOLDED r --6" SLAB ON GRADE ' t THIS DWG. FILLERk x Nw 12 1 �, T/SLAB. ELEV. 'B' ` T/GONG. SIDEWALK, 01 SEE TABLE, THIS DWG. WITH CAULKING -�- ELEV. 'C' SEE TABLE, COD 6° - I THIS DWG. FIN. GRADE --- �� _- - CONT. DRIP NOTCH w 12 1 e - - -- -- --- - W - - -- _ - -- 1 ° STATION 'ELEVATION ELEVATION' ELEVATION L1 (F 1 3 SIDES, SEE rTy --- --- I , . _ -� - - DWG.DSW�01 SE 'C' (F + 12 E DET. B, DWG S-508 r 1 FT) +)* . 'F') 3 CRUSHED TONE 1'__0 1 -0" (TYP.) �2' 6� FILL- o j - 0.27 1817.77 115,3_ 30 3Q,bG1, ! "dao m� __ - _ o COMPACTED . _ 6' GRAVEL MEDFORD 1 r OVER G AMPS (T —�: - -i _3 SIDES TYP. U_O.N. YAPHIANK 1D482 101.72 99,1 3O. i UNDER RAMPS (TYP) I OFF T V o Y 2' 0" MATT UCK Q 22 2 $1 A � iA 4T 5'-0"D _, 2' 01 I ----, 3'-0 � 3'TO' - 8" HAUNCH } MAINTAIN SLABS I � 6:�1 7'-011 ' SOUTHOLD 104.46 ' 101:96 100.2+ 30 rr AT -1'-11/4" BELOW �--- 1 'L SPEONK " ELEV. 'A' -- _ 5_10 L1 (SEE TABLE, THIS DWG.) - 5' O" L2 (SEE TABLE, THIS DWG.) CAULKING - SLAB ON GRADE MASTIC' SHIRLEY ', 103.38 OD 3� 30 6" FIL PREMOLDED 101,64 1 - WITH CA g,4+ ' - -- ----- --R -- ---- -' ER W - _ _.� 4, 14 1DD',$8 9 0 } 4"L { r LIAV ANDING - -- - - - - - - ----- LANDING yr€ t ! )I CONTRACTOR TO FIELD VERIO ELEVATION" PRIOR ' TA GpN$'[RIICnT" ELEVATION artrvt m a< r M"" 6 0 } 2' 4' 6' - — �,,. ,Ru } GRAPHIC SCALE: I/4", 1 -O" ' �wt. DES r r 4 R11�TION R�V:'NO'. C IgMA'1 "� IN Ott Urb Associates' Inc. / vt�sc F�s�r HtcW tAT�gAMsr } , , AST .r Daniel Frankfurt ' PC M RAIC�I3T r� L :I R: �� M1n M1Nt r' a w T -I! a4 e101iit'V@h'frilTi:' ,; r ^ a ,,. I^ wCONG M�TR POf �ul1Nt - Qr >4 a, ', ,;r,:r '',: ,.,: ' .' •..r'�' _ . , � -' 50. a BVP:.YOP :1 � ,`i� s , 72 Broadw Yt,N k. ��[[yy QQU1 • 'Y'ro6. a.'. x ' - �'T '. � ♦ ,i , 4 r r ^a .� 4.M�� SRJry,ffS 11V� (gyp r- Telephone '�(2�2) �39-:Q 2n0. �. - - s' ir . _ u. .iv .li W!1 •I A ...�v . , r ,.• - v ,- d_ e I. :. .�. I ,.,. - ,,, . . . , - + ,, r '. . .. .., I, { n . , . . ., „ - ., ., . .,. . ,.: ! . ,..Y. , -., ,u,. ._„_, ., , ,.._._ aA. ,, ,4s v+d,;r', _ �I .n K. o ... , , n r� r r v - ., r ,. . y. .t ,,.. . . . , r I 1.' ,y`ill^ h, .Y „Mt 'V i• Yr . h -•b` � l ,'.� yA. F : : .� ,r -��;- = ral,`lT:, Y4 WW�� '+@'. f °�1,r, �r"� , .,' r , r u 3 � . } 1 , 1. .0 -LM. Y ! i 'I - . . _ ''f '1' .fl4, 7;•: i._ ,rr` kk J T J: l . 0 �'-};r .;s �Nrn.?�i. p .,a.. , k; r, I , - - ,. o-' �'i '.h; .z• ' ;,1 ,+ d ' y, --CI-PIER , o �5 n ,.,..# , ;. , r '•. ',. .� ,. " : a,.; R 1NG ROST W,P,START RAMP SLOPE L RAIL LANDING AND BEND POINT TOP REINF. SEE , � " . . - + '."!,. , f 4ar�"t:') dA ,r MII� .-f?Ik•r1 fi.1,l;: "h '�' (5) NA::3 DOUBLE . f' .6" T-6" �. ^ Lfl' � 1 h t1 (pkb ,' 'k , r., : I IE :LQ. S� „ TYP. U.O.N C,L. PIER --I- - - - 5-�--- - - -. —__ 5 6, - -- C.L. PIER 3 { a -- /Z' PREMOLDED FILLER,' GN i,l Z 1 C©NT'.'CHAMFER 3;r WITH CAULKING TOP. AICD BOT 0 3 DOUBLE TIES OTPOT - - - — TOP REINF. , I LkIN � - W:P. STA SLOPF r r� A7 12 Ten fl� AND BEN 1 lb (TYPJ- L P. AT wi Ira 'w3 �1, Err _ 2 _6rl 6112 6' SEE: PLIAN, -- � - (11) NO, 6 TOP �NO 3 DOUBLE TIES 3" 11 3NEA6) N0�3 DOUBLE TIES 3"I EDGE OF 112 �+ Y� ,_ n � 11 �'' � � �T " SLAB : �, �._ 12 1 _� 3 (5) NO 3 _ EQ. SPA. - ��N�3 PLATFORM LAN,L.P.p. ' MAINTAINDW 'SL 1, A7 12 - - r _--.._-; DOUBLE TIES 3 DOUBLE TIES C.L. OFF' I r1 = T r T i/2 CL. (TYP) - oa = } � 1 I EQ. SPA. L.P!SEE PLAN AT 12 �- AMP POST,'' o' "+ a AT IT, SL 1/ ✓ / o� ' - �___ BELOW T/SLAB, ,; (9) NO.,6 BOT.-----/ �L_ — - 12 1 5 r afl r EL. A i a (1) NO, 5 BAR E.F. —(9) N0. 8 BOT. 4 NO'. 6�_ IN HAUNCH (TYP.)-i r ' , '. ` 'FOR''CONT. DRIP �, �' t , Ilk - „NOTCH SEE N0. 5 BAR AT 12" 3 MAN IAIN LAB SOFFIT - ` DWG.'S 50$ E.W./E.F. (TYP.) -. ` --- CONT. 2x4 KEY `�- -_ { �) ' E T 1 BELOW TOP AND BOT. (TYP.) /SL _ _ - � ? ., „ it ' s - T EL. c (11) NO. 6TOP01 Irre1 : FINISHED GRADE (11) NO. 6 TOP x 1' 0" (x5' 0 ') -- - (9) N0. 7 BOT. /2 T . '� _011 11� (TYP.) (9) NO. 8 BOT. PIER [TYP.) 6 PIER REINFORCEMENT - (2) N0. 5 BARS rb 11-01, o TOP AND BOT. (TYPJ CONST. JT. —� SAME AS SECTION 1 I ,a i r (4) NO. 5 BARS (TYP.) PIER AND FOOTING L (9> N0. 7 BOT. FOR RAMP REINFORCEMENT, REINFORCEMENT SEE SECTIONS 1 AND 4. I o a SAME AS SECTION 1 _ FOR DETNLS, ' ry�111 1_ t -- FOR DRIP NOTCH ' SEE DWGS .S,508 -' J`r DETAIL SEE DWG. S-508. AND E 502 , x' (2) NO. 5 BARS (TYP.) ) �3'-0 (x5'-6") 2 0" w w 1 _ 3 D_1x51 6r1,ti (x5'-6") SECTION DETAIL 'l ' 1 ' 3' 0 2' GRAPHIC SCALE : SECTION — HIGH LANDING 2 SECTION — INTERMEDIATE LANDING /2r1 - 0 1 ' 2' 3' 0 1 ' 2' 3' GRAPHIC SCALE : ® GRAPHIC SCALE : ® � , I/211 1'-0r, /Z11 EDGE OF PLAT,,QRM 5'-0" 10" — -- -- -- ------ — 7 -0' ' FOR RAILING CONN. ' /2 PREMOLDED FILLER DETS., SEE DWG. 5 508 - 6x6WITHCAULKINGW2.9xW2.9 GALV — 55010 10' EDGE OF PLATFORM T/RAMP SLAB VARIES - ' _ _ _ _ W.W.F. THROUGHOUT — -- RAMP WIDTH - �� , - /2" PREMOLDED FILLER T �zd°Nr 5'R WITH CAULKING N0. 3 DOUBLE TIES, —TOP'" OF PLATFORM _ 3EONSTHIS DWG AND 2'-9 _ _ � AT 12" - (ORLANDINGPLATFORM) OONESECTS. 1,THDSODWG. 2IAND 3 SPLICE - �� $LAB VANIt3 , ' �� N0. 3 DOUBLE TIES �3!I 0" CL T/SLAB, EL. 'A' SEE1" (TYP.) G. S 514. (11) N0. 6 TOP -- �� CONVARISTRUCTION PES, SEE LANS ORM TABLE, DW 1 _ 12 I AND DWG. Si 1" CONT. CHAMFER _-12. , 1 % TOP AND BOT. (TYPJ - d� r , rr, FOR CONT DRIP NOTCH FOR CONT. DRIP NOTCH I -- ADD (5) N0. 3 TIES EQ. SPA. SEE DWG. S-508 �'V r+' .,Y.*x' vr,r,. 2 cn .k._.,.y ' - - !9) N0. 7 BOT. -- i*, L r .. I SEE DWG. 5-507 f- ". SPLICE W/ N0. 3 DOUBLE TIES CO " 1 �� 1 GRAVEL TED A 10' SLAB OVERHANG (1ll N0. 6 TOP CONT. - (9) N0. 6 BOT. CONT 1 COMPACTED -T -- T �` 3A IDES - - L$11 (11) NO. 6 TOP CONT - -" ADD (2) N0. 5 TOP AND BOT. SECT. 5 SECT 5 (AND . BOTN )4 r GRAVEL BASE A 0. 7 BOT. PIER NDEFOOTING i; COMPACTED p ' � s GRAVEL BASE r1 l SAME AS SECTION2 F � x 2_p { (x5'-6") +, SECTION — HIGH LANDING TYPICAL TRANSVER E SE TIN SECTION — LANDING AT GRADE 4 0 2, 3 5 5A 5� o 21 "1, ` GRAPHIC SCALE : � GRAPHIC SCALE : : 1v ., p 1 � 2r 3• n mYf i GRAPHIC SCALE : �!'� {/2" {/2" T IDII j tl rp ppF _REV. N0. DE�CRIY'T10N�r i,a Y7 N '?+ alr 9 DIESEL FLEET HIGH, LEVEL ,r Urbahn Associates, Inc. % L' a ,,,• > Daniel 'TT' anill't ]PC ST L I :R �{ ", a ' a,�' ;r',t��;yiW,rad i�',yrh+ a N-4 A Joint Venture '� �` + ' 1: WQRk THIS'' SHEET WITH DWG,S-514 LONG METROPQI ITAIV p 1260 Broady., New' Xor NY!' '10001' 1 ��u}yi .q' r, Yr ,• _C � - . '•`N,. r r' `irLrr�. y .r V ...... ti SLAM T SPORT 10 ,, . " I Q RAN AT l'. Telephone 1$ 23 -0220 L - 1 E, Hf,.�`; -.:, �, � ( ;`, ',.:. q.' < , •tAl .° .r ', ar + Y II?r � ' c ^ veil' 1. �r`d r y4 4. t •. Jt '.1 „�F,A�R �: p 1! r J It°I ,r " � r i - ,. - I r C _ ,S� •. �fli P,fh' ,4r,. "3,, EQ. SPA. AT 9'-71/ " ' S. "'' 7 EO. SPA. AT 9'-7(/4 - 6T-2�4" 3� ,,� 1 � . �: •..'. �'� �. --«--_--4 2$'- _.--- ��// � 7 /4 " 11v' Y 1dY 2A 2 ,�� — _ PURLIN CONN. STUB l TUBE COLS. SEE DET. 1 DWG. S-522 PURLIN CONN. STUB. . } b r+3 v (tl e o ■ ■ ■ -r SEE DET. , DWG. S-52 2 I,I d e y Y 0, 9 00 ''' C.L. HORIZONTAL TS AT L �6' 0�/ " -- PURLIN TS ABOVE OVESCURB FOR NTERIOROCURTAIN 5' 0/ I5-- 0% PURLIN TUBE COLS. I QL. HORIZONTAL TS AT i5' 0/ "� �1 r'-I L— - 8'-0%4" ABOVE CURB t 4 FOR INTERIOR CURTAIN WALL SUPPORT ---- --+-- --- — - - - HIGH ft00F t 1 ' ` FRAMING PLAN — TYPE 1 SHELTER FRAMING PLAN — TYPE 2 SHELTER 0 2' 4' 8' 12' o z' 4' e' 12' GRAPHIC SCALE : ® GRAPHIC SCALE : ,4 I 1/ 811 ,'—O" ,'-Olr F '�➢ bk� l [� vl n 7 5-52 -1;�- k 1. E � -01 A A C 5-52 -_7- 5-52 - ALIGN 1 FOR SECTION 2A /4" DIA. VENT (SIMILAR) HOLE (TYP.) FOR SECTION 2A ONLY i - TUBE - t TS ➢'' 1 nl (TYP.) D C V C, ` ''h ^i (TYP.) 5-52 n 5-52 5-52 o 4'-05/&� - -� o ,2 60 co r, I — ---- --- - -=� --- - --- '/a , C.L. CO 4x5(5�COLUMN TS4x / - - -- -- - - - --- -- ----- I'Y � I I �I I I HO - ---- - -- 1---TOPOF SHELTER CURB SHELTERR CURB o s' z PHIC SEOR : 74" } � -D" SECTION �b° z -011 SECTION NOTES: 2A ( AT LOW ROOF/ HIGH ROOF INTERFACE ) ,. ALL MEMBERS ARE T54x4x�ra ^ UNLESS 6TH Y GRAPHIC SCALE : ° $§ Y4" � I REV, NQ. I: FEET+ NIG►1 LEVEL Pk�4Tpf� 15, 4IESE Urbahn Associates, Inc. , ; Daniel Frankfurt `PGSHE , 'ER ti ,;r h L t I� R M�l .�T' A Joint Venture ' P7.+l�TS '.;4I)'•`��,.' t"Z'�C1�Q�' . ,,.? :_r 1 +Ja qfi ' ,t _ 1 4 m, ;,�, 1 1 - �7 CON1G ,`ME'TROPOGITAN, 1 r7 7 �.a„ ,,,, ', M1•' F w .,:>h �ry ti x ,.o. - O B W 4t BX . 10 126 rciad ew York �- �. 3.r . . F . '"i ' 1„ .. :,� , r, t .: .' - ,�-' .,II]I!i ��',�I�RM*�J'rV. 111./'',� X, �r•,r, - . , r_ ,� , , ,� , r .,p, n, q. A..? :,44,✓,. , �k' , e r- -. TeI hof 212 238-0 0 1SA , . - ,:. .. ''r',1 : J ",. :. ' 'S „ ::4 Tp� ,�'� '.'S� 4 a •ru ✓•' '.4 ,CY�' , , ! �i p�� flQAD 'AUTHgRIl"l ' a- rte, .,.. . ` .. . • , LA(: , ' . �:rr „ r . . ,. .Ir, �_ ; , „' � ,::; ..r „ `. \; r ! x. .. ., ,.m. a , 1y "-r, .. r , � . , r '. .., •. . " r , r', - . , ..d. 5 '3'T., ° T`)»n- AS=J^ • 9 ! , , 1 „ '^T . W'r T.. .. R lF • r r • , > a' i. } t:. ...a d. �. e.n • i •.• "T„ I' + , .5. v ,r'Y Ahs - � .� '1 r�. ,. ,r. , r .. , . - , .. r.. . - '_. . . . . , � '.�" . ; ,. ^ .'�✓, Ft .b..o a, � 'i' :e _ n : ..�,, ,� .r, . '_ , r. f '.' r A',.'` '^:'� '- �,� "' 1Yn�. , a , Rv 4�, r,re I r 'a k �1,• r i' 1. � r 1Sy ;F ti'tr4•' n,. ;e, �. }.; � r.,. ,n h €C"�ION ,OF �.,F,.�'� -.��, , . . �,. ,,.,. -: . ; , ' ;•: t. f4? 5N.5♦pEy� r, i' r,, _ r, � , ,.,r t ^+h-- i _ , � .,, � e 'r �' ae,r yy,� II ., d4at!„ r-,} ,; ' ' .v o- : " ''a i,r . - -,� •, .r ;:.. '. �' 4.1 < '� F �} �. - x.,`'FS r {'�” i: . . - ',. r � y f WTO tifrF"N�' C.L. TUBE r�"r, t COLUMN (TYP.)�.. V ,LY; 74 STEEL TUBE COLUMN C.L. OOF TRUSS 5 COLUMN BASE PLATE 1"x5"x0 -10' � r to r$QLT5 r FOR TYPE 2 � ,r {2) 4 D � ; DIA. ANCHOR BOLTS (TYPJ SHELTER � s V / r� ROOF 'TRUSS i r: `" 33// — DETAIL D ONLY I ; n �6 _-- /q" Q - _ ------------ CONCRETE% SH TER '— - /2" CHAMFER CURB FOLLTYPE 2� sDIAGONAL _ — ��+ r v ) , x e P1 — MEMBER 2.1 err iF aw + v r %q" r u e- .J--- _ __ - 4q 1 81� ' BASE PLATE' 1' x5 x0 10" (TYPJ 11 (SET ON-T NON-SHRINK - -- -- NON-SHRINK GROUT 4 ' awl ' � GRO // Jr I 1 I I 1.1 /' , — rr... ✓ d T21t, 4 - r t r w" --1- N0.3 DOWEL ON END OF WELDED TS G.L. TUBE x43 S�� I ' (TYP.) (TYP.) --'-- I �` _ 1' I/q . t r1 STEEL TUBE COLUMN -' C.L. CURB 18" O.C. TS STUB NESTED INSIDE ( i 7, x, -- - 1 -- -_" END OF ROOF STRUT— „ ---__ — __� �- , - TS3x3xljq i0'-6'"' LONG„ , -- - -- COLUMN TUBE --- _ II 11 - r ' i ' x »A , k'W.! �. � (W12 3�6" 'FILL PLATES) TOFIT SHELTER SLAB q -- PARTIALLY 3 T.,FLANGE � � BO .REMOVE /2 I 1 Y � 3 3 _ �'' /q" DIA. ANCHOR _ 2 2" 1'-2" BOLT (TYPJ -- 51ru SHELTER SLAB f ";f 0 3' 6' 0 3' 6' (DIAGONAL NOT SHOWN FOR TYPE 1 SHELTER CON Fv� B DETAIL 3 SECTION D D DETAIL SECTION PURLIN/ ROOF TRUSSN�CTIO � 1 ' y r GRAPHIC SCALE : GRAPHIC SCALE : ® AND HIGH ROOF/ LOW ROOF INTERFACE) AT HIGH ROOF/ LOW ROOF INTERFACE • , 3" 1' D" 11/z1 1' 0 GRAPHIC SCALE : 0 3® GRAPHIC SCALE : 0 3- x ,L s i4t 1 I/2" ' 1' 0" 1 i/2" NOTES ��, ' SET CURBS LEVEL FOR SHELTER COLUMNS 'IFA C.L. TUBE COLUMN C j/fi -- — — 3 Q —�—` ITYP.) , 0/q�OROQF TR 3� �DETNL C -3/6 O O I �OQ ' N� ?USSp�Ppp�Pp: �! - -- - �< DETAIL C' /q" DIA. VENT. -ROOF STRUT 0 PURLIN /a VV \ HOLE (TYP.) TS SECTION 0/q� ROpp 4 — —TS 4x4 WITH BOTTOM r ONq -. TRUSS o- � ly _ C.L. ROOF TRUSS _ FLANGE REMOVED - - HORIZONTAL SS o o -- HOLE (TYP,) =� OpF `i SE 0Vp qg R0 DIA. VENT, - - S p C 01 ONOF TROSS --�� R�^T5.R0 y rt' 3�6 3/16 TS Sf�T�O (TYPJJ� USS.OI �Q TS COLUMN FOR Nq� ,1 V TUBE (TYPJ (2) �q" DIA. BOLTS 1/a % DETAIL E ONLY — 5 3/6V TS3x3xl/q WELDED STUB DETAIL (W/2-3/16" FILL PLATES — a NESTED IN TS4x4 PURLIN) A ' I r L , . C.L. SHELTER o s' sr DETAIL E DETAIL 'DETAIL', RAPH I1- scALE : COLUMN 3r'q C C 1 I/z" = 1' 011 1,p D 3„ 6,. GRAPHIC SCALE : ® DETAIL 5 SECTION I' 11/2" ' 1'-O" EI GRAPHIC SCALE : 0 3® 01, SIMILAR '; GRAPHIC SCALE : 3' 1 /p V-0" � TMp I, 1 11 1/2 SY r 4 1. ALL MEMBERS ARE TS40xllq, UNLESS' OTKERWI .11/q" 2. ALL WELDS TO. BE 3/16' PARTIAL ')QINT '�EI�ETTL R u (TYPJ GROOVE WELDS UNLESS OTHERWISE, NdL6 -'1'-2" SQUARE CURB M 1 I . >h'i�N' BASE PLATE 1"x5"x0'-10" FOR STEEL TUBE COL. 5 ` CENTERED ON CURB SEE ry REV. N0. flE$QRYP?ION ek ' '' � DET. B AND SECTION 3 THIS DWG. ' ___ — — -- — - kNTt�kG xt, s s.y a s s , � AT r t , ' DIfSELrFLEE?" HIGH ;�.EVEL 'PL F A4 r Ol 1 ' 5,r r U'rbahn Associates jnc. Is k..7k1ryU;r 1 , i r 1 , DETAILDaniel , Fr PC ankfurt �nTr' , L 1 R R t as o A Joint Ven ,, tore �� r�, a' 1, - ''., r a GRAMG 'SCAlE - LONG METHOPbLITAN; y, r n :5' c: s� Now t Ya ivY 1000 3 1' 1260, adw a rk, f� PO `�' is D T TI N' I r LAN RANS, 7, T o 2 20 e)e h 12 38-p ne' ) !� P x r . N ., " Air ,�r. L ROAD AUTHORQ'Y � 'a'' ;;5, '-�,, * �;•. i � ..,, n r. ,v?"I "!n. ., ;- , II I� X If ;v w g, �AL 1py�,p I'm 14 14 P C.L. GIRDER C.t.,,GIRDER V DIA HOLE ly Y16, 11/2" (TYP.) V�"AAA SLOT L (TYP,) (TYP. LOAD PLATE 'TOP OF. GROUT 1" DIA. PIN RECTANGULAR ELASTOMERIC BEARING PAD AND LOAD PLATE-�- RECTANGULAR ELASTOMERIC - BEARING PAD �4D LOAD PLATE Z 3 2" 6" STEEL 3" 4" 31, STEEL 3" 1 4::- " 4,+ - " 3" WASHER PLATE AsoN ERY STEEL MASONRY M MASONRY 8" PLAT PLATE LOAD PLATEPLATE ?, C.L_ PLAN SLOTTED HOLE PLAN AND ANCHOR BOLT N. T . S . N T - S - EXPANSION BEARING ILL WASHER PLATE DETAI 0 3 6 1 !Iw� Z4) GRAPHIC SCALE : BOTTOM FLANGE) (BOTTOM FLANGE) 3" 1 VARIES MAX.): W21X44 ARIES 0/2" MAX.) W21x44 (LARGEST) (LARGEST) C.L. GIRDER AND 1" DIA. PINC.L. GIRDER M", " " (TYP 8"x6" LOAD PLATE (TYP Vvd 8x6LOAD PLATE _Ijj. 3 LAYERS OF 3 LAYERS OF RA, ELASTOMER ELASTOMEREXPANSION/FIXED - HEAVY HEX NUT (2 COVERS 1/4 (2 COVERS '/4 BEARING Y4" DIA. (ASTM A563) (TYPA 1 INTrPNIAI /1 1 INTERNAL 1/4 REMOVE THIS PORTION --EXPANSION BEARING-%"x2"xO 1-6" THICK, TOP 0 F GROUT PAD TOP OF GROUT PAD AFTER NUT HAS BEEN WASHER PLATE (A36 GALVANIZED) ii TIGHTENED 2" DIA, CIRCULAR 7 FIXED BEARING -GALVANIZ MASONRY PLATE - WASHER (ASTM F436 PLAIN ED) C.L. OF C.L. OF HOLE HOLE _IIJ FOR Y4" DIA. 2-1/8 FOR Y4" DIA. 2-/8" THICK STEEL SHEETS TOP OF CONIC. -- TOP OF GROUT PAD ANCHOR BOLT ANCHOR BOLT STEEL SHEETS PIER (TYP.) — (TYP.) FACTORY FACTORY 2" VULCANIZATION r sI REQUIRED STEEL MASONRY Y4"x8"x1' REQUIRED STEEL MASONRY PL.Y4"X�'-x1'-2-- -2" VULCANIZATION ELEVATION ELEVATION IV2 FIXED BEARINGS EXPANSION BEARINGS Az ITEMS N . T . S . N . T . S . -ANCHOR PLATE 1/2"x4%O'4", CONCRETE PIER A36 GALVANIZED BOTTOM FLANGE (TYP.)> - _IA ROUNDED END 14 4Y s C.L. BEARING BEARING ANCHOR BOLT DETAIL 2-/s" THICK LOAD PLATE, --- LOAD PLATE 0 3 STEEL SHEET GRAPHIC SCALE : 3 LAYERS OF 3" ELASTOMER (2 COVERS 1/4 3 LAYERS OF M INTERNAL /4 ELASTOMER GROUT PAD TOP OF (2 COVERS 1/4" -- TOP OF GROUT PAD 1 INTERNAL 1/4") r STEEL MASONRY A STEEL MASONRY K 4 PLATE IR PL.YA"x8"x1'-2" PIN TIGHT FIT LEVEL WITH \-- PIN BONDED TO JOPLSTEEL PLATE AND RIGIDLY SURROUNDING ATTACHED E-- - ELASTOMER SECTION B SECTION X53 , F N. T. S . t so. IP-Tim REV. N0, OE DIESEL FLS r HIGH LEVEL L PLATFORMS 4 I Urbahn ' AssociateIS, Inc. Daniel Ftankfurt PC I R R EMERIC 113EAJ�N(; LASTO 1�1`�Vy-,��I`tl 4 A Joint Ventuire 04VI"II MFTR LONG PPO 1250 Broadway, Now York, NY 10001 ' ISLAND TfIANS"TA'I Telephone (212),'2394220 CON ;59 71 ROA0, Y 'I� !3AIL 7,; Z . . . , '.. : ., . . ., - .. „m. .. , ., r. , „^"'"i. .. fq,. .T . , ^T' . ,.":^ +v�- 'W,1'9"`..,'�..,-..,:,."_-•^� .x �,T?;II3 A i;, ,rP°",'." , .�g'�-s• -Y �, ., „ . r a .. .qq ,. a. . ". - 4`t. , v. , ,_, a ,. , ry '., 5, .r t, , ,'., 1 , •P !l:' da.: .f" i; 4 w.. `��t' i.:�' v a `� ,.I � I , ', ., ,. + R ,. i � 'r. . t ,ll ., . ,. . . , i ,,, �.. '1•' r.Y't, I , Y . �`Nx ,ry�,: , F,e „ a. ", r _Y .,,.. n,r - .. ,:, . , ., , -, . , ._ . tt : , . . .a:. „'�. ","' ; iu•. ", :,,, '�" v Ye:" , + . '� Y �j,,�ts:-5r.'r v, tq.e 'A„ r.. ,. _, , ..YK ' es6�,4l.�'• ].,. ,ti. .,. , . ,- n,. �. .., , - k �I`' fi ., r 4�., '4'` , .fir+ .. : • n** � ,(.,,;, . �:: f '.,::..: � :. , ^ ' ,. . - , ') � . � F :YY u: � , ph' ,w . 1 , ; !;1 ' ;' t 1 .:.,:. 1> .•, �,,., ., " . , � .. � - y , t;,jr , -Iko`P 5'filx rtw ✓tiw b � ''�v . ' r .(, r w , � , ' r• it VrbY ya;?�51 , .x#,�st�� } 'kli�,I! G ' 'h ONT, UNDER PLATFORM F IN C QEENC G, ! , " SEE DWG. SW-702, 4° 1 C.L, CONT UNDER 'PLATFORM FENCING, T4,1 ' SEE DWG, SW-'7O2 .; ASPH: PAVEMENT TO MEET, EXIST. PAVEMENT (2* MIN.) CAST IRON SCREW CAPst }'. } /�_— 1)i `l tk , CONCRETE CURB MALLEABLE IRON' OR " • '+ ., r -- - - --- - - c 5'-0" 5'-0" SEE DETAIL A �ONC�I E SIDEWALK - -_ _-•7 — 5" DIA. PIPE (SCHEDULE 80) ASPHALT CONC.:SIDEWALK (FILL WITH CONCRETE) SEE PLATFORM, PLANS r " ` PAINT HIGH VISIBILITY YELLOW /z' PREMOLDED FOR ,TRANSITION Y, II YI �r FILLER W/CAULKING -1 SAWCUT EXIST. PAVEMENT " l /� A 7 > STEEL EDGING / - SEE DETAIL E A U dkr a I o /4' /FT. � E -�-� GRASS ARE EXIST. ASPHALT PAVEMENT FINISHED _ /4"/FT. ��JJ�_ GRAD 1 i I � '�fG ,,, + t `51 - -- ' a - r•1 ' < ui'I � I t ;o`^' � V' �" .: `Ei,�$- t. i+,r�4 r , 2 I 'r ,o .n _ 1 2 L ) frSR 3r' h - -- 1 ASPHALT CONCRETE CAST-IN-PLACE r V/ZK 11/2" ASPHALT CONCRETE I;','',�, S - 2/p BWDER COURSE CAST IN STONE EU OVER I FILLEREWOLDED TOP COURSE ' z#rs CONCRETE 1 6" ` 4" CONCRETE SLAB - - 1 W/6x6 W1.4xW1.4 2/2' BINDER COURSE 6" CRUSHED W.W.F. IN TOP -- --- - 6" COMPACTED GRAVEL BASE GEOTEXTILE CAULKING - 6" COMPACTED Ili ., STONE OVER THROUGHOUT (U.O.N.) GRAVEL BASE '' + GEOTEXTILE COMPACTED SUBBASE - COMPACTED SUBBASE �. rY}7 L6" COMPACTED SECTION � GRAVEL BASE - �-- � -COMPACTED SUBBASE N.T S. x TYPICAL SECTION - PLATFORM AND TYPICAL SECTION - PLATFORM AND SIDEWALK DETAIL - BOLLARD ASPHALT CONCRETE SIDEWALKxw r p NyS 0 , , 2 e 3, v gdF� GRAPHIC SCALE : 0 1 ' 2' 3' � u g ' /z" _ 1' O" GRAPHIC SCALE : ® �� , ! N 1/211 11-011 "8 PITCH TOWARD PARKING LOT — 91, 1/2" PREMOLDED ,.f 8" V� '12" PREMOLDED FILLER W/CAULKING -., R=1/Z" FILLER W/CAULKING , ! Q M • m �I Y F �rrl 0a o C.L. CONT. UNDER PLATFORM FENCING, " SEE DWG. SW-702 FOR DETAILS AT 1y4', _ STAIRS AND RAMPS �jo SEE DWG. S-511 FOR DETAILS ''(' r 5' 0 'x5'-0" THROUGH HOLE FOR I _ CONCRETE LANDING (TYP.)" I NO.4 ANCHOR (TYP.) Lel CONCRETE BASE MIN __ i_ SAWCUT EXIST. -EXIST. ASPHALT ASPHALT PAVEMENT '� PAVEMENT DETAIL - CONCRETE CURB 6" COMPACTED - } A - GRAVEL BASE - - 1 > GRAPHIC SCALE: 0 6 2 2 i /a FT 6" CRUSHED STONE �- ��.� aa7 o o OVER GEOTEXTILE MPACTED 8" - - - 6" CRUSHED ��BBASEPREMOLDED � -- --' /6x6 W1.4xW1.410 '� 4' CONCRETE LANDING W W.W.F. IN TOP THROUGHOUT ,� 8 LAP JOINT 6 ' COMPACTED GRAVEL BASE — `2) NO4 BARS'' �r STONE OVER FILLER W/CAULKING b� GEOTEXTILE - COMPACTED SUBBASE SLOTS PUNCHED A y i GDT Y# 9xf p .�v:'r EQ �1r1 .� -1 -- HOT ROLLED STL. - - PLATE 1/4" THICK a� - PLATFORM STAIR LANDING DETAIL (NO SIDEWALK PRESENT) PARKING BUMPER , 4 { ` k - - --- - METAL STAKESo � ' z' 3' N. T- S . GRAPHIC SCALE : 1 r x 2 6" C.C. REV NO. OFSCRIPTIQN F DETAIL - STEEL DGIN � TRACY NO, � s Y DIESEL FLEET HIGH ' LEVEL hk,AtFQMS w, N E.rr , , 2, Urbahn Associates, Inc.'G NIC SCALE : S�ALFv • rA5 F,1r RAP Daniel Frankfurt PG Nq , I -D L t' R R rf ,: STTEWORK DET '� , Fu 'IY'r.: � A Joint Venture yT„ t . T " LONG 11t1ETROP4l:ITAN S ew `5 rT� 1000 rURfIW, i O ,q �. _ ISLANq _ Fil1N8PQ ATICy1V p e 93"220 Telpnhon (212) . 38-0 QQ -c Y.., dx ✓ 1 n4 .,•ryr, .',."}' e , 'f ,, v r,r _ t < ep ., ,R�yAD AkkTHORITY; - gRM44 M . ,t'.I, F e ,rn.. 3 F. .r „ . e .'4 . . ..; . 4 / - . xn - • ..,n a 1 ..a, " . -0 lY. " �, �4��'t'.z'' ' �4,.n� �>. #,FR,d1PjYY ..='.s :r•:Y ., '_-,h, rq �:,', :, . ''F'„ ., "_" ., °` ,._ � . , -• m .. .,,, .. , . . -., , . _ h - : .. . . , - W't" 77_771 -- - --- -- R1 77777 . ..... 7;11 _7q 7 ILI LLZ,:l u. n. P. 'k, 01,L It'. ILL L LINE POST END END POST CORNER POST POST' -41 ll 11J. , 11 1 � � � �v L.N 'J�I ,I I ,I I I I - I I I � I I II I I" IF, ILL",All 1X2 GATE I q ILI "I TYP. 1 � l 101-01, AU 101-01" (m ------ ILL Ok__BAY�) tITI Y I (TYP END (TYP INT (TYP. ,END BAY) (EYP. RI 2Y�' DIAL. GATE POST P 'T'O QNI JIWTL�. 189" lES HING CORNER CLAMP (TYP.) NOl 9 GAUGE GALV. STEEL A POST GAP (TYP,) TIES 2--op. C.C. (TYP.) 1. 1/4"xY4" WIDE END CLAMP (TYP.) —- STRETCHER BAR EXPANSION SLEEVES 2 I IIDIA. LINE POST 50y C.C. LA'TCH,� !. X, ILL 11/4" AT EVERY 2 4 DIA. TOP RAIL 1/8"0" PRESSED STEEL STRETCHER BAR BAND WITH %"01/2" CARRIAGE 1XIII BOLTS (TYP.) Z MESH NO, 9 GAUGE GALV. 4 STEEL FENCE FABRIC 11/4" DIA. 2" CORNER CLAMP, (TYP.) BRACE RAIL CUW ZX 'A l"', 21/1 DIA. END AND CORNER POST (TYP.) -------- - CONCRETE BASE TURNBUCKLE : FINISHED GRADE IL�lx L- 3" NOM. GROUND /4" DIA. TRUSS :ROD DIA. TRUSS NO, 9 GAUGE GALV. STEEL R D STRETCHER BAR BAND CLEARANCE WITH TURNBUCKLE 0 PRECAST WITH TURNBUCKLE�L PLAN E FOR ANCHORAGE (TYP.) VINYL COATED KICK WIRE (AT EA. CORNE D CONCRETE SPLASHKOCK END BAY) 10" DIA. MIN. CONIC. PIER 0 6. 1 2' GRAPHIC SCALE : 12" DIA. MIN. CONIC. PIER (TYP.) TYPICAL DETAIL SINGLE LEAF GATS lt/4" DIA. BOT. RAIL (TYP.) UNLESS OTHERWISE AT END AND CORNER POSTS NOTED --- -- 0 1 (TYP.) GRAPHIC SCALE : TYPICAL DETAIL - 6' HIGH CHAIN LINK FENCE C1.1 (RIGHT OF WAY FENCE ) `" o 1 2 3 4 N0.9 GAUGE GALV. STEEL BLACK VINYL COATED TIES GRAPHIC SCALE : 2'-0" C.C. (TYP.) M _0-- LILL' 0 DIA. TRUSS 2" MESH NO. 9 GAUGE GALV. NO.9 GAUGE GALV. STEEL PLATFORM RAILING- END OF PtV� BLACK VINYL C ROD WITH STEEL BLACK VINYL COATED OATED TIES SEE ARCHITECTURAL PLATFORM -SLAB END POST " ,i 2'-0" 4 04"' WIDE''� � " I I '.L-`, 2`0" C.C. (TYP.) DWGS. �Lj TURNBUCKLE CHAIN LINK FABRIC (TYP.) STRETCHER BW ':I 1114" DIA. 2V2" DIA. 2" MESH NO-9 (TYP.) - (TYP N0. 9 GAUGE GALV. STEEL WIDE ALIGN - GAUGE GALV. TOP RAIL END POST 4x4-W2.9x2.9 GALV. W,W.F. o VINYL COATED TENSION STRETCHER BAR _ 11/4" DIAL STEEL FENCE li ON -AJR ;, ALIGN 1 Al WIRE TOP RAIL FABRIC 1114" DIA. UNDERSIDE 1' DIA CRI PLATFORM VdP' RAIL INGEWI��' R / 1/8" DIA. TRUSS ��21/z" 'IA. E BRACE RAIL ROD W/TURNBUCKLE 1 /1 TYP.- j END POST - ' 9 -cc I cn SI�A�HQLQ�K P Of SECTION l I I p ::) 0- -ALIGN lr.,-1X '11/4" DIA X —T/FABRIC, Icsc 0 vela I BRACE RAIL- POST CAP 2 UNDERSIDE 11/4" DIA j (TYP.) PLATFORM TOP R 2 GRAPH ALE AIL jk � I t LrA I.Voi v-, T/CUR 1_5 4�g O T/FABRIC- WIDE 3" QL. S,(D M TYP. i. II1Ir < POST X, DHU I ll,X 4 :`-X I T r I 3"_CL, 11/4 A. FINISHED DIA, DIAL 1'/4" 1'14lt M TYP. T lL BOTTOM RAIL ILI GRADE 11 > BOTTOM RAIL fill ' BOT. RAIL DIA. TRUSS BACK STRINGER:'. 41 1 1 T/CONC. c CURB ROD W/TURNBUCKLE 6m FINISHED GRADE 8--b" 81-6" TYP, EA. SIDE MN L 1/8"0" PRESSED STEEL UNDER PLATFORM VARIES 2N DIA. LEXPANSION SLEEVES 2" MESH NO. 9 GAUGE GALV' LINE POST AT 241-0" C.C. (TYP ) STEEL BLACK VINYL COATED STRETCHER BAR BAND FENCING TYP. FINISHED GRADE CHAIN LINK FABRIC (TYP.) IWITH %"01/2" CARRIAGE EA. SIDE VARIES V-011 IBOLTS (TYPJ N0,3�AT ATF 10, TYPICAL DETAIL UNDER' PL ORV _011 8'-6" G 6L-6'' 2`0 6"0" TYP. 10'-0" T-13" EF. - 8'-6" UNDER PLATFORM rENCIN AT STAIR, RAMP AND SHELTERS, ___TYP. U_NLEITS -NOTED INTERIOR BAY TYP. SIMILAR) V, 11/Z" CL, UNDER PLATFORM FENCE TRANSITION 6' HIGH CHAIN LINK FENCE UNLESS NOTED- RAMP AND SHELTER SEE "TYP. DETAIL (DETAIL AT STAIR SHOWN- 6' HIGH CHAIN 0 1 2' 3' 4' TYPICAL DETAIL AND END TRANSITION LINK FENCE" GRAPHIC SCALE : I!SiMTMiii� UNDER PLATFORM FENCE %I I it,oik THIS DWG. I (1) NO,4 E.F. Nam- 0 1 2 3 4 FOR ITEMS SHOWN BUT NOT EIET, ILE,D, ILIA, GRAPHIC SCALE : ® DETAIL-UNDER PLATFORM r%Z"' K THI W, 4 4 t LI REV. NO., it t '. fti-TF 01ESEL, LFLEET,,H1Gk L65L, ORNIS S�CLT,10,N CONCRETE CURB UrbahnInC. Associates, L FOR UNDERPLATFORM FENCE ' PC, lr�, ALI 4 It "j 2' 1 R' Daniel Frankfurt 0 01TWO -v, 0HI'Ll G A Joint Venture M&ROP61LITAN I 1 4, 1 r I j , 1 1, ITY 001� 4 3250 13roadwayNe�v YqANY 10 16LAN6 TRANSMOTATIUN At Tokphone (21� 20 ACM, NI L R�Ap,"I� C13NTR r w4& rt t P11 71=777777—_� t. NN iW P. CURZ, v N, 71'A SIDEWALK SEE DWG, q RAMP PAVEMENT �E �fl "I r I .', A yjilA ti. ------ -- SLO SIDEWALK FLUSH SMOOTH EXPANN EDGE Or, ®r "is tetra, -PLACE EXPANSION J JOINT OINT TRANSITION Im'WAILK AT BACK CURB LINE OR AT SIDEWALK LINE A.O.B.R. RAMP-SLOPE 112 'r, TOO .4 OF '�IMWU� TOP OF RAMP� CURB (HEIGHT VARIES FROM 0" TO 6") SEE DWG. SW-701 SIDE SLOPE VARIES A 1:12 OR FLATTER 7 . PAVEMENT RAMP SIDEWALK 3 SLOPE 112 RAMP TYPE 2 FLUSH, SMOOTH N,T,S. 611 1 5'-0 TRANSITION 2`6" RAMP-SLOPE 112 FULL WIDTH OF RAMP OPNIG. SEE NOTE 6 FOR RAMP 411 TEXTURE PLAN VIEW CONTRACTION VARIABLE 5'-0" MIN. VARIABLE PAVEMENT SEE NOTE 4 FOR SU r JOINT (TYP.) SURFACE N.T.S RAMP TEXTURE _---�—CURB (HEIGHT: SIDEWALK RAMP TYPE 1 PLAN VIEW LONGITUDINAL SECTION FROM 0" TO N.T.S. ------ RAMP P T Y P_E1 A TRANSVERSE SECTION SEE DWG. SW-7 1 01 N.T.S. RAMP TYPE 2 N.T.S. NOTES SIDEWALK RAMP TYPE 2 N,T.S "RESERVED PARKING" SIGN SEE NOTE 7 SIDEWALK RAMP 1p SLOPE 1:12 "NO PARKING" SIGN/ SIDEWALK RAMP HANDICAPPED "RESERVED PARKING" SIGN 6. SLOPE 112 -01, fi ----- CURB ACCESSIBLE ROUTE OR "NO PARKING SIGN" SEE 1. TYPE AND LOCATION OF CURB CUT RAMPS ARE TO BE SIDEWALK NOTE 5 (VARY LOCATION AS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE DIRECTED BY THE RAILROAD) RAILROAD. BREAKAWAY STEEL 2. THE NORMAL PAVEMENT EDGE PROFILE SHALL BE SIGN SUPPORT BOT MAINTAINED THROUGH THE AREA OF THE RAMP,TOM OF SIGN -- -DRIVEWAY HANDICAPPED PARKING SPACE i AISLE 3. DO NOT PLACE ANY SIGNAL POLES, SIGN POSTS, ETC (MASTIC SHIRLEY STATION ONLY) I r ; 1, t� WITHIN RAMP AREA. A CURB 51-011 31-011 1 i tjg. SIDEWALK— �v t 4. THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO PRODUCE UNIFORM STRIATIONS Y16" TO '/4" A NON WALKWAY CURB BEYOND) -- PARKING LOT FOR TYPICAL AREA ND) WIDE, BY 1/4" DEEP ON YA" TO 1" CENTERS. 021 21-01' 0 C. PARKING BUMPER FLUSH, SMOOTH THEY SHALL BE PERPENDICULAR TO THE CENTER PAVEMENT "W SEE DWG SW-701 1'50 TRANSITION LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE RAILROAD PRIOR TO INSTALLATION. 4" WIDE WHITE STRIPES 5. SIGNING-EACH ACCESSIBLE PARKING SPACE SHALL BE MARKED BY, _r"17,i TOP OF SIDEWALK WITHIN ---PARKING PERMANENTLY INSTALLED ABOVE GROUND SIGNS WHICH DISPLAY THE PARKING STALL ZONE BUMPER INTERNATIONAL SYMBOL OF HANDICAP. FLUSH WITH ADJACENT EACH COMMON ACCESS AISLE SHALL BE MARKED' BY PERMANENTLY„'” 8'-0" PARKING LOT PAVEMENT INSTALLED ABOVE GROUND SIGNS INDICATING THAT PARKING IS NOT PERMITTED IN THE AISLE. CURB, SEE TOP OF SIDEWALK MASTIC SHIRLEY STATION ONLY DWG. SW 701— SIGNS SHALL NOT BLOCK THE ACCESSIBLE CLEAR WIDTH OF' ADJACENT"! _2-HANDICAPPED SPACES SHOWN (BEYOND) WALKWAY OR BE LOCATED WHERE THEY MAY ES BEING '51 BE HIT BY VEHICL MV, PARKED. 4" WIDE BLUE STRIPES FOR THE BOTTOM OF SIGNS LOCATED IN WALKWAY AREAS SHALL BE 4 HANDICAPPED DIAGONAL STRIPES l641 LONGITUDINAL SECTION HANDICAPPED PARKING ABOVE THE WALKWAY SURFACE. r AT 45- ANGLE, 2'-0" ON CENTER THE BOTTOM OF SIGNS LOCATED IN NON-WALKWAY AREAS SHALL 'BE BETWEEN 5'-0" AND T-O" ABOVE THE PARKING SPACE PAVEMENT SQRrACELt N.T.S. TYPICAL PARKING STALL LAYOUT ti N.T.S. . . ............ REtERVIED PARKEG PARKING ANY TIME VAN Rl f mn ACCESSW L�YELr-� PLATPbkkS � fx 1v w 0 1 ESIEL,' FLEET HIG UrbahuAsSociates Inc. vm 0 6SW�� 0, 7 FrankfUrt PC TYPICAL 'FOR HANDICAPPED ' TYPICAL FOR SI WattK brRA TT. Q PiTAR4 ACCESS AISLE PARKING Daniel I R R , lkV A' Joint VenVentureflV�l 1�� 014 LOG X18") 41, 1 : SIGNIN 02 T4, New York, NY 100q 1250 Broadv :� hAETROPOItTANN ISLAND TRAigpoirmit6 S do TOA0 NO $640� rrelephone RAIL L' N;T. m ROAD ; �� "I " , t , 4 1 .N qr j 4 77 pg,_�4 k Al er k .�.. :.. xI, I{Fs-..,F'V., i,4, _.".,f.a,,_..,...�J^,.„.'.r-Rri',�.,',�:Tr."..". ry�.�.,.M„ i,V, ,n,,. ,„i�y l'.1' , .,, "-t`. �`-..`.,,,N.,, -'v I'.. �� :.� .�rIa�- ->.�:i'.yW`�,„"��n' �..�,. t._.r.r,.r a< a�. .� � ... i 1 4I �.,.r...,.. ..� �,. r ,. -] r � L ..„•,, .., . . .r , ... .. a d ... -. ,d I: ,-{ JT,IJ�, .m + I,,A i. •� I Rr.t:, f ,:�ie .'b'.'J-. "'9+='r J_t:.,'1.... , xr 6'IT,I.`^,�f ^"�-+'I�;ti`,(. 1. ' V ' ry is , .. .,F i i r r � .� • ., .. ..k i :a, i ,� i � � i .' �. 1; ... u.. i n' �' Y iJ'. Y u „x' `yy� •,b �)q .:�' r .l'5' A _ ., , • i .,,h.� . .r ii. 9 �: i �. � 'n' � a� i � 1 :rr . �'. Y. . �w - ..r: r i. . .. rn.. 4 ."1� i 6^ p , .rArl' e�e- r „yaw'r ni , s° 1 ..dA, .i I r � � � +. rd J, - a, 7--7"; -. - . �-- °__ ____r —: 51-0” � - 'I- .�,"I ^':;> r 4r � ,e�i ,h(�� '4,rTr EXISTINGCONCRETESIDEWALK F �RrTi SHELTER TO , r rt RELOCATED ,ONTO THIS FOUNDATION EXISTING — E'XI5I ING i 1;kik rGRADE --- GRADE ' , ,' i ,`' r , axtk° /4 'IFT. Tf a t, ;IAN, i TO BE FIELD VERIFIED BY CONTRACTOR � I , 4 ., d r l 1 `'. f >f a:- C -� r)Cl o ) r7 t.0 Y^� rn '),v n.° uP , `N A z y., !'! - Si } dfb ❑—,�- �`< a - 'M +fit w. tf °'� , I r rY IE AT. 4x4 W �( wUR$ IF NEEDED W0.3 T 2.9xW2.9 6" CONC. 3" CLEAR' ALL ; AITHOER WAL4S—� 12” C:G+ GALVANIZED WWF SLAB — AROUND (TYP.)--i 3 )IT II , S x x xi x—max x x x 4" CONCRETE SLAB W16x6 W1.4xW1.4 R W.W.F, IN TOPMW. �� " 2 THROUGHOUT (U.O,N.) (2) NO.5 TOP 6" COMPACTED 1 -- 6 Y g , r COMPACTED kti AND BOTTOM (TYP.) GRAVEL BASE (TYP.) °nA I GRAVEL BASE COMPACTED SUBBASE 9" (TYP.) 'r m'qN ,. TRANSVERSE SECTION TYPICAL SECTION — SIDEWALK ON GRADE „ CENTER MORICHES SHELTER SLAB o 2' 3' �' ` �� , (LONGITUDINAL SECTION SIMILAR) GRAPHIC SCALE : ® s` : /2" 1r-Orr GRAPHIC SCALE : r: T- 2 2 N0.5 TOP AND BOTTOM (TYP.) �;ya I I I , fi h , ———— --- ------� — 1NO.S TOP AND BOTTOM MIN.6'-Or' r,yi1(";Yn LONG PLAN — CORNER REBAR DETAIL ( TYP . FOR ALL 4 CORNERS) `Trp Y{fir CENTER MORICHES SHELTER SLAB If GRAPHIC SCALE : ® i /err 1' Orr a"Q4w u ff f N' F n ' 1 ' "� � 1 � r•d I d 1 tr - I 1 :fri ] W.4��1�v'✓•13I e - 1 - r - REV.'NO., DESCT21C+TtON a"': F DIESEL' FLELT' ,WIGH ,IEYEL FLl17FM5 '4 y G0N i�A(3C I , J Urbahn Associates, Inc. sjz r,L.. ; .J i 'd }.j,r �Js7 ,hr�✓, { ,rFDaniel Frankfurt, w �y� A Joint Venture 'iry, 4: - - 1 , � ..a , �,..H • ,,, a,, , : LANG . METROAQ N 41C 1 1260 Broadway,"NeW Yor 10001' w . � � � - 1, is M. f. '`e I' Ir, ISLAND' 5P +„!c ON „+ ; N /'.�^vll Vii,! I, a o.A,nE .,3 'X ' r � ,, � I'.EI , rt �Fir'� er-' ervd.'4l. ., T 1 hone 2 2 6' a. 1 Q I1� �. ,. Nl. 9L RAAD RU'YMARIfY^. I¢p M. �.';>, > . �. �� „r rs :, .i.. . : ,; _ [. x.rb2 ,�'-�,:• '��l � + � . ' ” r ' ,"�,.., � e : ,r .4'-4� ,p r .'iY t � Irl .I{ r , 'd^'%r., vJtr�e� k,a nmc^',- - : —F^r s: ^h",'P+'+:. -ly•• r. �i•_• -Vy�a-.-.�. r. p . . sr ,., r .e„ w. n r � « . ,. , .,. -,. .� - - � � 't^ . .. .- .� , , F -w �y 1 c n I '"?9 T, 1 - 9 I� rdF t ,rte`,` - !b. n a �.�i`.�.;` ., ,. . . . : , .,, ".., w ° � ,. . ' . .i: . ,., . .a, .� , , I .fe Y r.. l a a , 9 .. ., v .a , ,-, •.ry ., '_ S .. , r i ., 'h` � .,�-�, MM'' Rrc t s 4. � ,i, k . F . -<4 •"P i. �Y1 . k . .. V � . ., 5 .•. _ ,Y, ,� ' ,., •..., '. .,, , ,, F Ci..�a=, ,�'.> �'-+�.I�L� - J:'i; .,f4 N , , y '!o .. 1.. ,i,o- ,.•R,Cx��1,1 m� k,- .�,N r1' �Y, •. _e '. . .;.:. 1 .v •:I\r .. : -a,, �„ � i ..- . ,. . ,. ,• ,� y � R. , l:^: .'9',+ Yy , yy . , r, .,k e. .«~ r .-A . ,.. , ,, . ^...,, 1,., - • . - .,. .. •' - '. .'' , , . . l„- . d=. - avi "7+ .t' , .,I�fb , J rm.. I, 4 ,.I .f* ti e. s,kY 4 ,`S'•r: J. r k , ,",N �u= +'t. - �! c- ,`Jp'Q�{'r , s,r"{ �P w �J rV � I;' a� , .. 4. -..JI � .. . .q., :,..-'. .,, •a 'n . ' .'.. . , . ., 1 •. � .,, -. .' , . r , � k"f' :.4r Rx, l.I. c r 'ILE' °...�L •,.rv( , ' :Jl,.ak :, - ,.c tl ,:x ,. , . . -:n , )1 ibi„ vS a r 'u Y,!� C.L. TRACKr { M � r,2., r,a r• C.l. RAC I � >=1----+,"•-t -- -^`-r-'�-,�, : ,�.^^b-,-�,.,-��.�*"r s'_ ter', F, i M" rl i hl F. _ J ,pvM40 1 r J � , n , N - u n; p N , _ R Ftlp,T1t9G fT"rP„) � "'C.L.•PLAT'FO PIER ,. ', ra. t ''' ,� ry' �i J 1 i t * r.:, .; ; _ ' _ •' _ r .. - _ (�M ao AND FOOTING - , H T ' a TTI :„t, . ¢ I"-1'' r "'' '. ,• .t --- S QNE AND a � C#IU�a�ED �� , �xln�, w'r�T CRUSHED � ;. •,I`.r b` DRAINAGE FILL (BELOW) IF 1 PLATFORM SL!'�B ,'RRJ. IItL ( G)W) "• aiC� J,t �-. � fl IT •.__—___—__'------------------------------- ------------ _ .li — _— _ — ___ r-__ y _ __ ____—_—____ _—_— _—_ __ _-� ,•"� „o v I ..„a, c's'n,i vN "k li7 ' p� ' I p p Y y gla, ,)V r5u � �Nb,rrp'�r ` - --I - -- PLATFORM --� - -I —------- k 9t C.L. PIER -- I, - - �---------------------- ----------- ------ - - I - -�- -------- -- -,-` ------- -- ------ - - sly FENCE - - _.1 _ _ _ '__ - r r ti• ! ill l EDGE OF CURB EDGE OF PLATFORM - p � 1 C. RJf w _ C.L. CONC. CURB W/FENCE PLATFORM - ' - �CONBLry EDGE OF _ CpNlINU EDGEFOOTGF (TYP.) 3 -O” 1 LIMIT OF UNDER PLATFORM DRAIN SYSTEM - 3'-0” i ' �- FE EID rl $11i,i J � I SHEOER PLATFORM PLATFORM PARTIAL PLAN 4 y --,C.L, UNDERPLAT 0 1 2 4 6 -- — — _ _ ___ __ — _ -._ FE NCC' ('AT 511WLTJER MJ 1 - -- _ - ` 114 GRAPHIC SCALE ® -1 PLATFORM SLAB dal'_ EDGE OF SHELTERt �. LIMIT OF WORK LIMIT OF WORK VARIES, L � (MATCH EXIST. BALLAST) SEE DINGS, PL-101THROUG C.L. UNDER PLATFORM FENCE - - - - PLATFORM PARTIAL PLAN W/SHELTER - �. ,�qll 0 1 ' 2 4' GRAPHIC SCALE : ® j CRUSHED STONE *" C.L. TRACKS - 6" CRUSHED STONE W/GEOTEXTILE TO MEET BALLAST - I- CONTINUOUS CURB EXIST. BALLAST — -- - TOP OF RAIL— r' FINISHED GRADE `yy41 -- �� VARIES -- - -- - -- F� SHELti TE SLAB I(TYP.) CRUSHED STONE RACK INFLUENCE LINE- COMPACTEDREQUIRED) - - al MEET EXIST. GRADE WITH STEEL 701 BALLAST 1 6_" _ - E --'- - // T EDGING, SEE DWG. SW �— — FILL j COMPACTED FILL1 I I r a1, I �F q ro r{ 4r�xaa er- ,c- 1 Al DRAINAGE FILL GEOTEXTILE 31-p1' - WITH GEOTEXTILE �, p; ' ` � ~ � r� CI' CRUSHE� STONE E SECTION TONESECTION THROUGH PLATFORM W/GEO' EXTILEI ----------_ CL: UNDERPLATFORM0 zs' DRAINAGE FILL CRUSHED STONE , a 4 GRAPHIC SCALE : ® WITH GEOTEXTILE --- ( - ( FENCE (AT SHELTER) ` tF /2' 1 0 - CL -- - - C.L. PLATFORM PIER - -- -- ---- -- - - - - -- - -- - 3'_01j 'XL - -' �—--- -- AND FOOTING r / - PLATFORM SLAB -- PLATFORM GIRDER SECTION THROUGH SHELTER ; 1 r � kyl -CRUSHED STONE L # W/GEOTEXTILE 2 GRAPHIC SCALE : — -- TOP OF RAIL i/211 Y 14/ N r IT GEOTEXTILE * ' II �-CRUSHED STONEIT I Ix's , .Y 1., UNDERPLATFORM DRAINAGE NOT PRESENT AT MED,FORD STATION ; REV. N0. t - � RFSCRIPTli�N DRAINAGE FILL " �y QI�SEL ,;FL ET HIGH LEVEL Pi*`11fi170F 1�S &� { r 1 31-G �- -'COMP'ACTED FILL UrbalIl $O4ai C�.�e,�l� Inc.. - ALI R'f ' t° "i - - - r �� Daniel � Frankfizrt. PC �. � '. L �1R� " R { SECTION k . 5 - � A Joint Yen4140 � . _- � s. : �rvi4✓ 4 '�n! {lrl x7, tet.,ro%{ , �Irb p yk�l' �1.. ,v r, . . . � � �, L'< ls ,-•, o� U,.. ,., . -, - � LONG � �'i �'*� �Mp . l •nt- ml , '.r wrv. r i .r ,. :•E' :` H, ' AP C, S �� 1250 Broadway New', IVSP ';:,'10U01 w �• , r!".(. . 1' v,Y'R} - ., •••'tII � , � �`x - s l s'N' i 1. 1iw a - •, ,, -. - • ,. .. � 'I N „, IS INU 'TRgK15 T {Yw 6.L ,1„ 11 L. 11 - F,.. N E- Y ' 2tt' N �� , 1'r0 . �T hoe 2 � 2$ 2 �> ele n 12 9rO�d r a' ;�, 9 P T �' 5 V /�� • ,,,-. s Tib 11 - A�, Q c a RIpAD ! � I 4 5i>ver�, �T �;,� tJ.r.. • n� ";7>' • �::t-�" (,..`u. .E,.,,�x 1". -"„ �,T�I ' .. _ . r -.5. . _ r l„ :' ' ,. . ( S F s R F Y A { d} itY�ni�'}„ 5 - 8 1, `, aq �r a t - A-501 3 Q ❑ 6 A-501 FRAME SEE STRUOT, DWb5 A-505 _ - - ---- 2q'_I 3/4 ��-L14HT FIXTURE A-505 011, i/2" 9'-1 I/4' -- /4 ---41/2" 611 --I /___ -7. 15 GAB- METAL ROOF q-31/4' f__ f TYP. 4 5 T R.O. 20 +IS 120 +IF^ I i, y aVtr y IY' - :. TYP, L - - -5 BOTTOM AP 1'RV55 LIRR STANDARD LIGHT 4 I I ® -- FIXTURE ABOVE I7YP.1 _ _ BOTTOM OF TRUSS _ n i --_'` UP �� ❑�� ___-_ 1� 1 �` 1 - I a zt o � - !_BENCH BOLTED -'' q A-501 ? I -� 4 _ A-505 - I L a L TO SLAB -501 1 _ � _ _ - - - i 5-5 O I O : n r,+i - - _ zt o ' (� - FOR PLATFORM DETAILS r.- 0 3 3 cs e t—�— — ALUM. TUBL, 1IL n D= c w 'I 10 ❑ ❑ SEE DWG 5-502 'T R; —'I - - I-� ` :? `? .01 A-505 e LL-T— T o , 1 in �m -- --- �-/ ' ` -- -� A-50 ❑❑ --- TOP OF GvR6 TOP OF CUI�B� O r 4 I 4 I ----- 4 I Y 2 I 41/2" 41/2" r _ A-505 - - [LOCATION OF FuTUR,. JM ' - OR TELEPHONE BE!OW M.'.C.1 �. TVP 505 �--- ----L'NE OF ROOF ABOVE 6" DEEP GRAVEL FOR A-501 - j LENGTH OF SHELTER ,: + 6" DEEP GRAVEL FOR - - - - - - - \ LENGTH OF SHELTER . SPLASH BLOCK (TYP '� r � fi+ y'p PLAN OF SHELTER J ,� 2 SIDE ELEVATION ¢ SECTION 1,� g 3 A-501 +a_ ❑ o ® ® ® ® ❑ e'-T 1/4" 9' - - - ,I'-4" 7-91/4- ---------- - -- - 9 I/4" q'-"I I/4" I'-4'� - - 1 METAL ROOF DECK 1 -- - -- - -- - - _ 5'A7ION NAME SIGN SEE _ ____ METAL PANEL WITH SIGNAGE GWG ' � PORCELAIN ENAMEL FINISH �❑ I H gh Levu __ LEADER -I I - -_—w .mr r..w.. Tc p IFOR 4DDITTONAL ' ❑❑❑ ❑❑❑ ' �❑ " 'k'V I - - CieTOMER �NFORMAT:ON CENTER NFORMATON ON .r I - r 3 50TH SIDES G..ACING FANEL5 6 ME R INC a A-505 RE: DWG A-515 CRAWING A.-5078 q 505 5 ✓ % SEE DWG A-NIS I A-55 III _ - i I ❑❑❑❑❑❑ A-505 - - _ - - -- - A-505 ---- -- • 11 II I I , r v. MOCK AREA :e e; PLATFORM ELEVATION REAR ELEVATION SCALE /+i" , to 41 a; ' a n p 2 r4' S' ' SCALE: lil+ _I _O„ - ADDENDUM 1 REV. NO. DESCRIPTION "oC(JNTRAG"T^'N6 b61°° ' '%' Urbahn Associates , Inc . � DIESEL, FLEET HIGH LEVEL', PLA TFORM5 Daniel Frankfurt PC BCAtE ,As [NaTT+ Ira ., L I . R . R . J n SHELTEl� TYPEl A e LONG METROPOLITAN PLAN & EUVATIONS - 1250 Broadway: New York. NY 10001 Telephone .. '. Telephone (212) 229-0220 ISLAND TRANSPORTATION ' X c� RAIL ROAD AUTHORITY CONTRA CT NO. + .� 548 -- - - - - — - - r it 4ti ,•�rd' �e ,, � rtt ry9v ,. iH t� sry r _ ' - - 4 ---- 26-11 8/4" - - - - ---- - - -- UNDER5IDE OF \ r�- j-T �T I - Ids „_ LINZ OF SHELTL* t x ,l rlRr�� ROOF DECK PAINT FIN, I EOI LIPS D I H y � I II v f , F `v V � � � META ROOF DECK L r \' '' LIGHT FIX, PAINT PIN. all RIDGE CAP 'a O _ —EDGE OF ROOF O ---- - -- -- -- - -- - -- - - . GUTTER LEADER �� / 1/5" 5L'OPE e m N T m iI NOU TED 0 TR U55 P E RPT -' 0 P _ LINE OF CUTTER .--- OUTLET N x- CAP STRAINER "' REFLEGTEfl CEILING 2 ROOP �PLAN PLAN OP SHELTER 1/4- 9- '1 " 11-1 I/4 0❑ --- High Level -- ❑� �� Nearby P tures OPEN OPEN�[��7� -- -- - - - -- - Eau —LINE OF BENCH PALTED " TO SLAB '.� 3 INTERIOR ELEVATION INTERIOR ELEVATION SGALE /4"=i'—O" SGALE, I ✓'=i'—p" ar ', Y;ZCp ` u'7 © A-506 O r' N , N A-506 - ROOF DECK Fqi �- U / r IF : ,� ,�J✓, iraSa4^ _ STL FRAME 0 2' 418 PAINT FIN. SEE 5TRUC7 DWGS. SGALE. I/2,,,=1 _O X17 .N• — LINE OF P'✓G .;Q FF] '1 r- AIJDENDUN 4, ' LEADER �1 I j SCALE 3/4"=1'-O" REV. NO. bESCRIPTION �� " C'.L3N1'TRACT �t(3 .5$`fCE�:,. & Urbahn Associates , Inc . / DIESEL FLEET HIGH LEVEL, PLATFORMS OATE 1' Daniel Frankfurt PC 1 L R ;cA� Aa secTION PETAL SHEI;TER TYPE 1 c, c � � A Joint Venture d r • sGALEs/a" LONG METROPOLITAN 1tEFLECTET�, C$ .II�TG & tO�bF N 1250 Broadway, Ne P York. NY 10001 134AMb Telephone (212) 209-0220 ' TRANSPORTATIQN w , RAIL, ROAD AUTHORITY CG7NTRACC . NO. '' 5598 :'. gE :NC1. F;i' y „ -- . ., , . , ..,.. 4. n �i. .... „- ., .,z, ., ;, ,.Trr,-^'^-^,-�-r-';.-„T.--r,..-. ,. -- - , .. -- _ ___�-m,-= ',.,�-.-�'"„r°'-"'--�""�, ,^,-Pc-"--..'>,,-.'-..'-' -,y,.'r�^--r.�-„--,--r-,-^•--i'r •a,r�^�^va •T__s,.n ” ',_"'�',"�'4' ,, 4 '.u.. n — MAR RESISTANT i 4 d . u . CURB POLYCARBONATE, (T/P.) es b � I i _ALUM. 6LA I b STOPS m , a . - II'I Wi COUNTERSUNK TAMPER PROOF FASTENERS + 5EE STRUG r Dt Vc� I _ - - STEEL TUBE. PAINT FINISH � F MAK SEE STRUGT. DWG5. PAINT FIN, 1 4' /4" /4" ' � � ALUM FIIt,AMdt�{6 ! SHIMS m— ALUM,. FRAMING F r ALi6N ' "ryt PAINT IN. ro ALU ALUM. FRAMING 1"!RO,OP PA$tL,NEl�9� V r SEALANT PAINT IN EDb -__- E 9 _ SLAB _ ._. - -_-_ ALUM. GLAZING STOPS -- -- - SHIM - _ _ -= - _ - - - -- - ' - - - --- '°`INT PfN W } i W/ COUNT - - - PSTEEL AINT FIMSHFRA E m - 1- - - -- - - - tv - BELO a COUNTERSUNK TAMPER PROOF FASTENER5 _ MAR RESISTANT', . v \ PAINTPINFIN MAX. STRUGT. DWG5. � �/4„ A. POLI GARBONAI'- m ---STEEL TUBE FRAME. PAINT S �� 5�ALANT CONT. SEALANT - GONG. CURB WITH EXTERIOR ALUM. BEVELED EDGE DIRECTORY ` �, SHIMS , n r, ISI' COLOR TO MATCH — SHIM b BOND BREAKER MAR RESISTANT POLIGARBONATE ALUM. FRAME -STEEL TUBE PPA4, E1�6E OF CURB -- GLAZING (T'r l — CURB BELOW -- BACKER ROD .AND SEALANT iy b" W/ DEGORATIJE MULLIONS PAINT' FINISH SEE R h. CURB 5TRUGT. DWG5:, "� u ' GONG. CURB WITH BE`✓ELED EDGE SEE STRUGT. r4. CONT .n CUSTOMER INFO. CENTER INTERMEDIATE ,ayi u+ _ CORNER 'DETAIL 2 END DETAIL 3 CONNECTION PLAN DETAIL 4 COLUMN PLAN DETAIL SCALE. E '=1'-O" SCALE 3"=I'-O" SCALE. 9"=1'-O" V. v + MTL. PANELG,URBrWITIe¢ ` PORCELAIN ENAMEL �I" BEVELEO Val! FINISH BOTH SIDES OR SEE STRUCT, PERFORATED PANEL. 5EE DWG5, ' �'�• DW6 A-508 FOR LOCATIONS _ t i --- 5TEtL"T.'UBE, Cu7,L , ' SEALANT ALUM. FRAMING - PAINT FIN , :, EMO /ABLE ALUM. FRAMING RTAMPER RESISTAN�N j STEEL CHANNEL REINFORCING -AIN7 FIN. 5EE 5TRUGT D AS _ M , / PAINT FIN / FASTENER MIN S PER -- _� -- - -- - - - - - - - - -- - ALUM, GLAZING STOPS - - - - - m GLAZING STOP W/ COUNTERSUNK C v - e a TAMPER PROOF FASTENERS - a SHIM O t16" CC MAX PAINT FIN - MAR RESISTANT w-a, a GONG CURB W/ BE'✓EL'cD EDGE + °• POLYCARBONATE WITH > m ° ' a °� SEE S-502, AND 5-505 FOR WIDTHS MAR RESISTANT O ✓ERSIZED HOLES FOR a 7 _ POLYCARBONATE R - - - FASTENERS y h: . INFILL PANEL. SEE 4 I/2" ✓' - �"` . *: rl+::,' +•, ELEVATIONS FOR TYPES J . OR T" FRAME TYPICAL FIXED TYPICAL REMOVABLE TYPICAL BASE CONNECTION COLUMN WITH t 5 MULLION DETAIL 6 MULLION DETAIL SECTION DETAIL CURB BASE DETAIL SCALE. 8"-I'-O" 5G A'�E 3"=1'-O" SCALE. 3"-I'-O" - SCALE, -4 T' - POLYCARBONATE GLAZING •.r ` " W/ DECORATIVE MULLIONS ALUM. TUBE TO MATCH FRAMING µ ALUM GLAZING STOPS COUNTERSUNK ' 1, :`1 ALUM. FRAMING i + - PAINT FIN TAMPER PROOF FASTENERS ' � fl6" O.G. MAX PAINT FIN - = ALUM GLAZING STOPS - "I've W/ COUNTERSUNK .ALUM. FRAMING III TAMPER PROOF FASTENERS PAINT FIN. + '� p tlb" D.G. MAX. PAINT PIN, ALUM TUBE TO POLYCARBONATE GLAZING 4 -- — = T77 -77777 -7�7 7 - 77=�7777777' I'M '47 77 7 77. 71 A O METAL. ROOF5 6AU6E FAINT FINISH YTL. RIDGE CAP 1,4; METAL ROOF 3 . 5" STEEL Z PURLINANCHOR 5TUP CLOSURE [5 CPA, METAL ROOF PAINT I-IN. FLASHING �N/� FAINT FINISH PiEr-E PAINT FIN15H ZJRIP EDGE 5' STEEL Z PURLIN WELDED TO STL. $I 10 6A. STEEL STEEL FRAME TUBE FRAME rmmmip:rvuTTeR FAINT FINISH METAL ROOF .. IOA96MN 70 PURLIN SEE STRUC17. :;ASS 5" STEEL Z PURLIN S" STEEL 24" O.G. 14 (SA, BENT FIXTURE-INIC PURLIN PAINT FINISH PAINT r ?H MOUNTINCS, PLATE j 10 &A. X I I=)E 57EP-L FRAME 4 50riI el:;B5 OF SEE 5TRWCT. PI?NC5`5, RIEINF, STRAPS g 7RU55, PAINT FIN. O.G.4 ,0 :2" 4" LONG 10 SA. STEEL FRAME CLIP ANC7LE5. FASTEN 70 H.P. GUTTER SEE 57RUC7. nA65. F E STEEL FRAMIN6, LISHT FIXTURE SEE PLANS FOR, L.P. 6UTTER LONGATION SHIM •/ERTICAL FRAME MEMBER 7 1�1 5 1/2' 0.r; srHE:� 50 (AT TYPE I SHELTER ONLY) I PVC, LEADER SEE FOR LOCATIONS LIGHT FRAME. SEE SEE 57RUC,7, 3�AI55. SHELTER ELEVATIONS L- -- - - -- - - -- - -- -- - -- - - ---- --- LIGHT rIX5TRUC7 C)^65 7URE 51' LIRR rORCES [AT TYPE 2 SHELTER ONLT" LIGHT SECTION @5�nCSCALEAT 9, �Wl PLATFORM GUTTER SECTION AT RIDGE SECTION 4 5C0N AT REAR WALL SCALE: 3`tzI'-0` ALE / , IN7`EWMEI�)IATE PURLIN L� YTL ROOF FASTENED 70 571- PURLINS. 0,, FLASHING PROVIDE RUBBER M7L. ROOF FASTENED6A5<E75 PURLINS TO STL F Z RUBBER V 57L 7111E rRAMINS, FL451,-iIN& all "0 10 G AU6E STEEL 10 &AU&E STEELrLOURE ft SHOP END CLOSURE01 6 .0 AT PURLIN --- -- ------ - - -------- - - - -- - - --- -- - -- -- -- ---- --- -- -- ----- WELDEDEA. VN 5" STEEL Z PURLIN 10 GA STEEL PLATE 10 GAUGE STEEL,. I , 1% PAINT FINISH STRAINER ENGZLOZURE AT EA , I &JTTSR: FAINT FINISH `4 SLOPE ENI:? OF GUTTER FAINT FIN, I/8" PER FT 2 5/,4.t MAX OP STS. STEEL FRAME, PAINT FINISH PRAIN OUTLET SEE S7RUCT. :)iNr5S 10 GA STEEL 2 B/L" MA\, 0 1:) 57L, DRAIN OUTLET. SECTION @ N7 SUTTER r-0OR::1. I,n DOWNSPOUTALUYiN�M STOREFRONT S'T'57FY8 GUTTER GRAIN a. LEE 5 WI)CIT DW 5. a 1/2 O.D. 5CHED 50 P /C LEADER STRUCTURAL P057 V SECTION AT EAVE -'-'\AT ENI7 OF SHELTER ELEVATION iw, q R, STEEL FRAME PAINT FIN. 5CAL SEE STRUCT. It I It` SHIM DESCRIPTIONAt REV. NO, t 4 . 41 Urbahn Associates, Inc . DIESEL FLEET HIGH LEVEL �LATFQR Daniel Frankfurt PC LI - R - Re A Joint Venture SIMLTER DtTAU 2, j L6NG METROP L T N 1250 Broadway, New,York, NY 10001 P �TIOW r- S PET TRANS TA K Telephone (2fg) 239-0220 ISLAND CONTRACT NO. 5548 A SCALE. W RAIL ROAD AUTHORI Y A 4 0-91 k. .. ., •--,---•..,,--."—'-•dyYr 11 y �-;.rst f8'T' „'r 1Jr- ; ";', ' , i , _ - , - - '� � , 13 LINE OF; PURLlN k . F v'wvii u V � FRAMIN& ANGIiDRED TO PURLIN A-50'I TOP RAIL IN/ 5TL. REINPORCMENT 1 r /� / // ra /// ;/i5'r/ i% i/ 5 GUSTbNIER'�INFI?RP'IATION 'o / / / / //iii / // %%/-%{ , Ina b ! / //, iW .�i G NTERSEE' DWG. I A-513 . r b, ' MAR-RE515TANT ' ? - •''�' ` POLYCARBONATE , +y 5 GLAZING (TYP.) -- Nearby Feature .� MTL. PANEL W/. `. -- CANOPY TR055 Q „% ".' ;!% rPORCELAIN ENAMEL LINE OF POST CHANNEL BOLTED BEYOND z TO PURLIN � � -� 4"X 4` ALUM. POST F d' - -- -- SLEE'✓E WELDED — m r' TOP RAIL W/ TO CARRIER TOP OF PLATFORM , 5TL, REINFORCEMENT `— --- CHANNEL r, PAINT FIN WINDSCREEN P057 SEALANT FA57ENED W/ !'2y - /i ,-i . —�� SLEE ETHRU OLTS TO MTL. PANEL W/ I PORCELAIN ENAMEL - FINISH TYP A-50Y ' DETAIL TOP RAIL DETAIL SECTION ELEVATION OF 6 SCALE 5°=v-o" 4 SCALE WINDSCREEN W/ MAP CASE �I r , t ter , d ' � ----- - —._EO ��4" MTL. PANEL W/ PORCELAIN ENAMEL FINISH TYP _ — MTL. PANEL Wi / 0/7,PORCELAIN ENAMELBOTTOM RAIL W/FINISH TYP. 5TL REINFORCEMENT 7d' INTERMEDIATE 1 � r m MULLION U- CONNECTOR -------- BOLTED TO SLAB w; - . ' •' - • ."„'i,"+. GLAZING 570F 2 BOLTS (r . PAINT FIN WINDSCREEN P057 n ; �; '�, l� 4/ r %% \ SEALANT --- SEALANT SIM 5 @ * w MAR-RE515TAN7 T 'I POLYCARBONATE i ----- TOP OF PLATFORM A-505 c f % GLAZING TYP. \ I/2” GROUT PAD METAIL DETAIL SECTION @ BOTTOM RAIL M' WINDSCREEN ELEVATION ry 5GALE E: SCALE: OE CRIPTION' i V. N0. S �r RE �1 e4INf70C Urbahn Associates , Inc . DIESEL FLEE.: HIGH' LEVEL PLATFORMS" . "'aAT� I Daniel 'Frankfurt PC L . I . R . R . >�; �TTQ A Joint Venture r p LONG METR0�041TAN t�. DETAILS 1250 Broadway, New York, NY 10001, - 11. I Telephone (elz) 200-0220 ISLAND TRANSPORTATION CONTRACT "NO. , '554$ f d � ! RAIL ROAD `AUTHORITY a i ., i Ct OF 0.;i , 'n ,Yk ll��k 57RUGTURAL STRUCTURAL POST ,POST STRUCTURAL OF OF OF Cr ' _ Y 1/4" Cti - -- POST ALUM, LUBE ALUM. TUBE ALUM. TUBE OF V-0 I/7 BEAM 9'-3 I/4 ' R.O. --- -- �, ,✓ � ABOVE EQ. EQ. -- -- EQ. 5'-2 1/4" R.O. — _ - - -- ---- ------ - -- r ! r EQEQ. r M OF �0 � i /,✓ Y/ii / i � iI STRUCTURAL 5TRUGTUR4L POST LINE OF � _ { 1 3/4' GLAJNo PANEL O 9'-3 I/4' R.O. MAR-RE015TANT i POLYG ARBONATE MEMO'/ABLELj 'y" Q MULLIONS iTYP ! to SEE DETAIL _ A-505 0Ll Ll 1:10 1:1 b' Nil ILI- TOP OF EQ. EQ. 7/8 EQ- - - EQ EQ. - 7/5 ,I CONCRETE "1/8" EQ. - EQ. EQ. _EQ._ _ EQ _ _ EQ_ CURB a f rt, FOR SILL S JAMB c. � 5-i INFORMATION SEE On DRAWING A-505 Y P HAND STRUCTURAL STRUCTURAL - POST POST if 'I'-9 1/4" R.O. di _ r = OF :r OF 5TRUGTURAL STRUCTURAL ` -- - AR-RESISTANT P05T POST LEGEND - T i POLYCARBONATE GLA..NG (TYP. ' 9'-3 I/4 R O MT PANEL EN PORCELAIN ENAMEL FIN. r 6 it Q V ., - --- - d� r 1----- - - REMD ✓ABLE - ar 1 MEE =L E 'S i TYP i � Cot 5_E OETAIL Qj � i -1/8" EQ EQ, EQ. 7/8" r °' EQ. EQ. _r:0. EQ. - a SWELTER PANEL TYPES o SCALE SCALE I/ skin x ba r ADDENDUM 2 . ;,. REV, N0. DESCRIPTION I-ia " Urbahn I�SSOCiateS , Inc . / DIESEL FLEET ,:HIGH LEVEL PLATFORMS gafiE �F� y Daniel Frankfurt PC LIR R aGn� ) a ' ( A Joint Venture SHELTERPANU �S fihJ , 1250 Broadway, Nein York, NY 10001 LONG METROPOLITAN ISLAND TRANSPORT " CO3TT�ACT NO. , vl- Telephone (212) 239-0220 RAIL ROAD AUTHORITY AT10N 55¢fl n � JY d�J � r f DW �;" ✓t '.d, '�� dal' f�.,lk � tf f. OF PER, - -" 1 4 *'-iv x"� frs 4. 6 �, OF P1ERiv 4 ----- ----- ED6E OF PLATFORM 1 - . FODW6 TION FLTAIRS ANDsEt TACTILE WARNINI6 57RIP (TYP,) ; —CON5TRUCTION , - - 'r. s R k�;a w• JOINT AGGE55 ti U 1 ih isrc �` GATE i s S.. 1. .- GONG - --o --� PLATFORM - - - 6 EMPLOYBATE EE AGGE55 A,.gl© �„ ,, epi " I AGGE55 , ir LADDER I I Ea 9 WL SPACES EQ —RAILING b i A-509 r� 1 J 7IT, PART PLAN TYP. PLATFORM ' cIt A_SOP Y f' i SGALEI!4"=1'-D" 4-510 A-..0 ' --------� � *— SIL------ �., f �, III 'I' III � r—• _�� / / �. a Hs, I x5U GONG 4 . . . . . . . . . . . . ., 0 r PLATE RM r - (-;AC,-CESS LADDER PLAN O SIDE ELEVATION I � ELEVATION AT ENI'7 OF FLA 7`IF0 M J k� 1 =GALE 11-F '=1'-O" 5GALE li¢'=I'-O" SGALEI IY4"c l'-O" n y ELEVATION 2 TYP. PLATFORM �i I P LIRR 5TANDARD LIGHT POLE -- - LIRR STAND41R0 PALING , 1 L16HT POLE {{I `9 j �RAIL'N6 _nANDRAIL �a EO 7�' EQ, * d 'AINT FIN � A-509 m - - rl i --- - ----- -- - - - -- - - -- _- - - - - _ - - --- ` --- - -- ---------- EO. E0. R wHANDRAIL 1 1 Ci ------- 4M ----- - - - UP Q II i O p UP RAMP PAINT F N I 1 1 ' I �; e 5-10" 71 �� -----*--- --ter-- -+` -------�`--- X'--- -- -- ��---- � - �r— ' LIGHT ROLE -- � " PLAN @ e 3 PERP. STAIR A'50q 6 FRONT ELEVATION PLAN AT TYPICAL RAMP ` 1 " � SCALE 1/4' =] -0 ' if SCALE I/4"=1'-O" SG ALE li4"=1'-O" LIRR STANDARGf-- l w' — —L16HT POLE _RAILING ; . ___ <,<71 ry/'aar F EO Ea�_ EQ_ _Ea. u- _ J „1'X ljt -L NATIONAT ENr OF RAM 11,0 +: 5GALE- 1/4"-1._O HANDRAIL PAINT FIN. UPO El r a �, _ � I❑ GROUND I'-II" et .SEL' b7RUGT; P,}Yfa +�w x rlr ku l MT, l;-i, ATS; ', �''”w Ea. _ Ea. EO .� END OF PLATFORM PLAN @ ' 4 LATERAL STAIR A-509 I, I�rt. 5GALE. I/4' 70- 1 ELEVATION AT RAMP ova' ae' x I3 5GALE: v4^_1'-0" SGALEf /4"=l'-O" 1 LIRR REQUESTED CHANGE AT ENF35 OF PLATFORMS REV. N0. DESCRIPTION' C1A� Urbahn Associates , Inc . ,1A, DIESEL FLEET, HIGH,, LEVEL PLATFORMS r, �� Dare VIS , Ipzrrl , t ' e Frankfurt P Daniel I f 1 n 1 'c 1 i A Joint Venture r LONG METROPOLITAN PI.( N ' ALS, F� A 'IC� T ', d 1� EscLAELeV. AI/4T,,4}O'-oN .' SD� ELEVA Telephone (21z ) ,zas-o2zo RRTRANSPORTATIONTION 1250 Broadway, Nen York NY10001 S $CAFRAILROAD AUTHORfY' CONTRAQda ,56�_8CT ,t�x 1 f � G�n.�fiu� .74'T % 4ro 58 V .0� 10 EOUAL OPACE5 6, A EXTRUDED I%8" THICK ALUM. TOP RAIL SLEEVE CONNECTION @ Al CURVED TOP t WELDING FINS POST CLOSEST TO E.J. "N, I"X 11/2",X 1/5" INTERMP CHANNEL A/ WELDING PINS % 11/2" OP. SCHED 40 HANDRAIL ON BRACKET (ONLY @ STAIRS $ RAMP) 3/4"X 5/4"X 1/5" PICKET 2"X 2"N 5/16" POST TYP 1'A1 SHOP WELD TO MOUNTING BRACKET 3" 50770M CAR EXPAN51ON 114" 57L. ANGLES TYP, ALL PO5T5 JOINT -;- I"X 1 1/:2 GATE WELDING PINS T'TP. RAILING ELEVATION PETAIL , )RAILIN6, ELEVATION �ELEVATION AT EXP. JT. 5C ALE 5/4 1 -0 1 i 41 —————————————— _5/4��X 3/4�LX PICKET 0 -----0 ro ----- -- T 5/5" 4� THREADED ANCHORS -- ---- 141-FE zs iri:Ir �11\ 2"X 5116" POST— or CAST IN SLAB (2 PER POST) /Z' 0 HOLE ;o'j ——————————————————————-———— GATE 2"X 5/16" -05T-/ �PLAN DETAIL ALUM MOUNTING BRACKET TYP. U ON. 7YP. 2 1/2"x 5 1,12" x 5/5" ANGLE 1 -\SECTION @ T-'rF RAILING RAILING PLAN 5 1/�" 51b ANGLE 3 1/2 ' LEG NC%HEI��— SCALE I I/-- 1 -0 SCALE: 314 1 -0" �E:1:1M:1 70 GATE 2 >1 5B/5" ANGLE �NELDEZ� TO GATE- - 1/2 5/5 ANGLE 2 1/2 3 5 1/2 ' LES NOTCHED ---- qr.� END CAP A/9LEE\/E C,004ZO I D. 4 O.D. or CAP 4 HANnRAIL 2"x 2'' SOLID MTL F-06T jN:;ER-sI:)a OF RAIL ENP SIDE 114" :;'IA. COUNTERSUNK TAMPERPROOF e.5. 5E75GREA up ELEVATION ELEVATIONmr DETAIL OF ( ` ��HANICP7RAtl�L' ENI;) CAI= x W� Irr 1/2" x 5 1/2" x 5/5" ANGLE 5 1/2" LEG NOTCHED--- 4 , I,," X51/2" X5/5' ANGLE — WELDED 70 GATE % ( ( USEDNOT USED NOT USED ALL N.T.5. &A7r= ELEVATION 1P;'E=7,AIL 0 0 0.5' :2- 0 0.5' SCALE: ScALE; 1 SCALE: REV. NO. DESCRIP71bN 1 zowi� Urbahn ASSOCiates , Inc . DIESEL FLEET HIGH:, LEVEL PLATFORMS L Daniel Frankfurt PC ............ L91 , R , R . ate , as nio A Joint VenturL RAILING DEMS ti LONG METROPOLITAN 1260 Broadway, New York, NY 10001 ISLAND TRANSPORTATION Telephone (212) 239-01220 R 51548 AIL ROAD AUTHORITY coNTiiA6T' NO. 34r' n..-.�-,-.- - --- ; a , v ir 7 777 37 FOR ALV PRAMINdS t , Sme 'tins 'A-505 r.. 1 , EXTENT OP WORK TYPICAL STATION NAME 516NAGE d DISPLAY CASE �@ WIN54REEN SHIM _ SIGN P'ANf*L,, 5E8 DWG. 2 A-513 , SEL"' LIRAWIN6 ' 1 5 _ 507 A-515 r n _ SEALANTi < 1i A5.5 i h e v elry � W NjIY1 . . � _ v f N a r t y Feature z _ FOR ATTACHMENT TO SIGN PANEL SEE VONAGE hV - SCHEDULE k COLUMN & 5HELTERr d SEE DWG. v 7 v � -' z A-505 HEAD ' DETA�NEL 314" m \ b \m _3/4" 3 ALIGN SIM, I,Irn* A-515 NI r m SIGN COLUMN 5 A? SIGN PA BRAILLE /TACTILE _ _9h m SEE DRAWING 51-503 516N _. --• High LL \ e SCALE HALP x qi m I 4 x A-515 - y v MAP CASE � I /4" m O m q {1p l ' (TYPICAL) �p _ ALUM. SIGNAGE PANEL %i LOCKLID TYP) ------ _-..__ m --SHIM SEE DRAWINb y v , , lu 4'-I /8" � — --- ----- ------- �� 51-503 , inn � .x - — ------- -- -- - -- v _ CONT. SEALANT J r N 5141 ��--- SHIM S 80ND BREAKER v �� 0 6REENPOR7 HINDS SEALANT SEALANT m SHIM JAMB DETAIL t` T' ;+ A s1s 3 AT SIGN PANEL ` scALE. HALP scALE EXTERIOR A�L}}� gIREGTORY W1 PIANO HINGE AT TOP AND HOLD OPEN. PAINT FIN: TO MATCH STOREFRONT ,qE H LTERS � CUSTOMER INFORMATION CENTER � 5 E 6cALE 1 0" MAR RESISTANT POLYCARBONATE GLAZING I/4" CORK BACKS °:'IR a: ON 0.125 ALUM. k /8" THICK FORMED ALUM. INFILL PANEL - MAR RESIST: HEAD DETAIL pj� 1 POLY CARBONATE G> kh4aq SHIM ---- ` CONT. SEALANT r/ SEALANT SCALE HALF SCALE m ,y \ / ALIGN � �. d BOND BREAKER VnNW' EXTERIOR ALUM. pn DIRECTORY ? r COLOR TO MATCH `° ALUM. FRAMING L 7E --- ---- — — PAINT FIN. a' � � r- FOR ATTACHMENT TO — COLUMN g SHELTER —I — r — CABINET LOCK yjk SEE DWG. "14 r ' m __ -- 1/4" CORK BACK 4i A-505 ' -- ON 0.125 ALUM. � BACKER ROD S SEA�,ANT 25" THK. ALUM. PANEL - - MAR RESISTANT 2' 4" D" 4' 3/4" POLYCARBONATE GLAZING �� ,7'•.' W/ TACTILE/BRAILLE SIGN - - — HOLD OPEN PANEL SEE ELEVATION FOR ----- EXTERIOR ALUM. DIRECTORY SIZES AND LOCATIONS. 6/ PIANO HINGE AT TOP EXTERIOR ALUM. SHIM ` AND HOLD OPEN, FAINT FIN, DCOLOR�OYMATCH \ � ' CENTER JAMB DETAIL TO MATCH ALUM. FRAMING 4 JAMB DETAIL ALUM. FRAMING \ ^ SCALE HALP SCALE PAINT FIN. scaLE HALF scA E FOR ALUM. FRAMING DETAILI SEE DRAWINGS A-5'OI A;$O''1, �'I' . A-50'5 itw;r F .A,Y ,eu ""Ala _ I .� SILL DETAIL " „ 56ALE HALF SCALE ' 14 ,).uj. 1' 2' O '0.25' 0.5' Aga t " h"i N SCALE: "=I'—O" SCALE, HALF SCALE 7R REV. NO. DESCRIPTION CON Urbahn Associates , Inc . DIESEL FLEET HIGH LEVEL PLATFORMS Daniel Frankfurt, PCM A Joint Venture LIRA ,' CUSTOMER TNI OkI�ATIQN' ; CEN LONA METROPOLITAN DET 4 - - - 1250 Broadway, New York, NY 10001 ' -Belo ISLAND TRANSPORTATION(zlz) zBs , GD AUTHORITY O_AD, NxRACT r RAIL N0 5548 ri , W R SH tri pry '',� 'N e =ia-Tn^i",. . �^* vrr-,•moi-mR-:-s. .'—.;...,�..,—.'.--.-.- "---r'-nwr-,.---:+-,.^----•—_— —'^'—`„'-""--•---- _— T--.-,__r,--' -- a"'-'vey- ...,..�„ v ,, r � „ � -" ", ,. a ( p 51 (. ,.'S .✓ .,, 3.,,,,' "'.. � - . _ - ',f ac r• �y ,�'lrWh. f qd r ---- BUTT (JOINT WITH 'ADJAGENT TILE' , I - j P, . ,. A ,a Yal Z,}- e rA✓ V t�djj�f _ '6TRnUNGAiT1� RGME, a ' 1 ',✓ �Er al's'' ' j• ' 4 ' A516 , . TRACK aRFASTENER DbOF �LATFO2h6EALAxTAS SPEGIPea HOLE AT POME ® COUNTERSUNK FASTENER ,k THROUGH HOLE AT V CENTER OP DOME - Ass I O 0 0 @ @ @ @ @ @ @ O @ @ O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I @ © 1 @ @ @ @ @ @ @ @ @ @ O @ @ @ . @ @ U � @ @ @ @ @ @ @ @ @ @ CO) @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ o o @ @ @ @ 0 0 0 °`' " < r _a -Q �� @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ © o Y nk car, 0.9 @ @ O @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,� ' ,- O m O O @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ •' . :�ri pia? @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ �5 ?5 < @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ 9 @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ O r @ @ @ @ @ @ @ @ @ @ @ @ @ © @ @ @ @ @ @ _ '.r N 4 1�A"✓y . 620” 2.35" @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ O O 3 @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ A-516 @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @V/' @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ �@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ o; , m ��•� + � r ' 0 0 0 o Q@@@@@@@@@@@@ @@ @@@ . � @@@ @@@@@@ @@ @@ ! OO O O 620" SPACING BETWEEN ROWS OF DOMES 39 SPACESI 1.15 = 45.825" 620" ,''''' 45.000" x l; V I \ 1 h .V"Y PART PLAN PLAN OF TYPICAL TILE AND DETAIL OF BUTT JOINT 2 FASTENER LOCATIONS ; SCALE" FULL SCALE i ,✓ i'I r„ rl - TOP OF GONG. PLATFORM - TOOL OF SAW-GUT 3/5 WID.P.- n' + GROOVE IN GA5T-IN-PLAG0� ` '" `� .;`�,;,• GONGRQTEr TOP'PIN6 SEALANT r 4 SEE DETAIL CONCENTRIC CIRCULAR DOMES 4 ADHESIVE .900 ".620" 900 ;p ° a ° SEALANT " � r�ek �f --- - EDGE OF GONG d a d a ° Cq PLATFORM ° a ° ° ° d ° SECTION @ SURFACE MOUNTED TILE TOP OF CONCRE71E O PLATFORM il,, y 7y A4;k TYPICAL SECTION TOP Or CON. PLATFORM n 1s / — TACTILE WARNING 0'I ` ALIGN ADHESIVE ALIGN 3 DETAIL OF BUTT JOINT a" STRIP SCALE. FULL SCALE 3/3_" CHAMFER i - LINE OF GROOVE r-------- TOOL OR 5AW 3.'8" WIDE GROOVE IN IN CAST-IN-PLACE CAST-IN-PLACE CONCRETE PLATFORM PLATFORM f ° ° SEALANT , *`�'1,. EDSE OF GONG. T d ° SEALANT PLUSH TO SURPAGE PLATFORM — ° ° ° ° d a ° ° ADHESIVE fl m TYPICAL LIP DETAIL d e ° `` SCALE PULL SCALE ° d a ° v F SECTION @ FLUSH F 5ET TILE a SCALE. HALPSIZE d ° + f 416 4 REV. N0. ` DESCRIPTION TOP OF CONCRETE , PLATFORM Urbahn Associates , Inc . A-sIe p DIESEL FLEET HIGH ,LEVEL', I?LATVgI?MS LIAR AE a Daniel Frankfurt PC . I IL E TAC WAtN 1G 5T1Rip �� n A Joint r Venture SECTION THRU LIP ETAIL . ' lzs3eronaen , xeeve>k,' rrr ' v000i LONO7 Mit ' DETA ', ti;rs. ' ROPOLITAN r . . 'a,a ' •, ., LE ,PULL'SCALE _ 'SGAPIGAL AT LONGITUDINAL EDGES OF TILES - Telephone (212), 239-0220 ' . �$�/� � TR/1N$PORT'A'tIV' N +' . , r'4 " r..• *� �. . _ . _, : ,., : -1., . � .. .. . � ' � ,• � �� HAIL" RR1AD ," AU PITRACT N0; -5548 I'. r '> C� ✓ rx, RY,, i` Alt ,. � � wIi'4- '`I'�' ' t - _ - _ . _ _ , i,q� ',n su�` rF �wi,t � ':u 1<•t-'^a-�:mF--.ye--'-- �r- - +� 4 Y O -EDGE pFFLATFdRM' C-, JOINT ® PIER - : (t JOINT ® PIER ® TRAGI 1 r fj O O O@ O@ ` 0° @ O O O 0 0 0 000 ° 0 ° 000 ° 0 ° 0 ° 0 ° 0 ° 0 ° 000000 ° 00000 ° 0 ° � o A516 :I :: - O. @@ O@@@@ 00 @ 0 0 Oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° O O O O O O O O U O O O U O N @ OO O 0° O O @ O O Uo O O O O @ O o @ tl -I I/2 0 TILES ® 4-0 - 40 ` ur Oo 00 Oo 00 00 Uo 0° 00 00 0° 0° 0° OO OO Oo Oo @ ° II JOINTS a 5/Ib" = 2 1/I6" + « 5 t> z @ @ @ 0 @ @ @ @ @ @ @ @ @ @ 0 0 z' 0 0 0 0 0 0 C� O@@@@ O@ 0 0@@O@@@@ ? 3 3 a @ @ @ @ @ © @ @ @ @ @ 0 0 0 0 O po O 0° 0° O Oo @ O Oo O@@@@ O O 0° O O A-516 i~ @ @ @ @ n @ @ @ @ @ @ @ @ @ o@o@o@o@o@ TYPICAL TILE LAYOUT w @ 0 0 0 0 o b o O 0 0 0 0 0 PER 5TRUG7URAL SPAN ' 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 @@@@ Uo @ BUTT MITER JOINT 0 0 0 0 0 0@@@@ 0 0 0 0 0 0 0 0@ 2 @ @ @ @ @ @ Oo @ Oo Do (SHOP GUT) Ry . A-516 O @ @ Oo O O @ @ @ @ O O .00 O O O Oo OO @ 0 0@@ 0 0 0@@ 0@ 0 0 0 0 0 0 0 5 ✓ ;� 00 O O`,Ton n n n_p O O @ @ O @ O @ @ @ @ '" U 00 Oo 00 Uo 0° 00 b @ U° 0° OO @U° @po Opo OQo Oho OQo O oDOpo O A-516y' @ Oo @ Oo O @ ' O @ @ Oo @ O @ O @ @ n O @ �. @@@@ O O@ O O@ O@ O O O O@ n O O �� O° O° O° O O° 00 00 00 0° O° v COMPRESSIBLE E\PANSION JOINT " @ @ @ O @ @ 0° O O O / MATERIAL. SEE STRUCTURAL DWGS. @ Oo @ @ @ @ @ 0° @ O / TOP OF CONCRETE n O @ @ O O @ @ @ @ / ; PLATFORM O n n@ O' @@ n@ O j DEGREE OF ANGLE FOR TAGTI E WARNING I o0 00 OO Oo OO Oo 0° 0° Oo 0° ' STRIP INSTALLATION 'VARIE5 A END OF T� 0 00 @ @ @ @ @ Qo Qo 00 235:, _/ /� CIRCULAR DOMES 1 \ PLATFORMS. CONTRACTOR T DETERMINE o0 p° Qo Qo Qo Qo po po Qo 0° IN FIELD ALL ACTUAL CONDITI N5. / 0° 0° 0° 0° @ Oo 0° 00 00 00 I:: ✓ - 'C OO @ @ @ @ @ © @ @ @ T D (GUT DOMES AND SAND DOWN LUSH WITH m \ a � � °O © 0° OO OO OO OO o0 000 y .ry¢ _ SURRpUNDING TACTILE WARNIN TRIP SURFACE.. � 00 0° 0° OO 000 OO 0° OO 0° - �- , @ 0 0@ 0 0 0@@@ 4 @ 0@ 0 0 0 Uo 0° @@ — 9 0° n @ @ OO @ @ @ OO o al A-516 Qo Qo 00 00 0 @ @ @ Qo ° AREA OF NEW 0° Qo Oo Oo 00, 0° @ 0° 0° Oo % a 4 ° a, CAST-IN-PLACE @ 0 O �_-- - CONCRETE PLATFORM— Qo Qo Qo oQQo Qo _ Oo Oo Oo 00 ° Oo Oo Oo 7` r po @ 00 @ A-516 Qo @ @ @ @ @ @ O O n n @ © "# O @ O @ O 00 OO 00 00 O }ii po oQ OO po po 0° OO 00 po po J':" @ @ @ @ @ @ @ @ @ @ I TYPICAL SECTION DETAIL - ;. , ,��, @ @ @ @ @ @ @ @ @ @ OF JOINT PIER -. @@@@@@@@@@ 3 O0 Oo OO Oo Oo U° 0° OoO SCALE FULL SCALE d. @@@@@@@@@@@@@@@@O° @@@ ------ EDGE OF PLATFORM 0 0 0 0 0 0 0 0 0 0 r;''yy# (a Uo 00 U° @ @ @ 0° 00 U° 0U SEALANT - 6' @ U° O O @ O 00 00 j _ Iz7 O @ O 00 00 0U OO 0° O Oo BEVELED EDGE , �+ O OO @ O @ n @ 0° O @ @ OO @ 00 oU U° 0° n0 Uo / - O O @ n @ @ @ 0° O @ " 0 0 0 0 0 0 0 0 0 0 - 2'-G" x 4'-0' 0° 0° 00 © @ @ U° U° 0° n / TACTILE WARNING STRIP _ % �" 1y'✓'.(", G @ @ O @ @ @ @ OO O O / fd 0@ 0 0 0 0 © 0 0@ 4 -r @ O @@ O n @ O n O 00 OO ° O O OO @ @ @ @ O O OI Oo Oo 0° Oo °O °O o0 `�� a ° @ O C° Oo OO 0° °O Oo Oo Oo > ° 4 8 ° r V�1 REAR EDGE OF PLATFORM SECTION THRU . 2'_p" 4" 4 TILE EnGE DETAIL r _ SCALE. FULL SCALE ` '' TACTILE WARNING STRIP N 1 ; PLAN DETAIL �? AT END OF PLATFORM <.. SCALE: 1 1/2'*'-0" „ : �i y� a nn Fl ^+ ` m REV. N0. DESCRIPTION '.\, ! earRAw �ma m « Urbahn Associates, Inc . a DIESEL FLET HIGH LFIVL L PLA fp©R11t'S Daniel Frankfurt PCR TACTILE W' GTRIl' � OGCMN � - L . 1 . �� A� .. r - , A Joint Venture i 1250 Broadway. New York, NY 10001 LONG METROPOLITAN ' DETAILS I� � � �+Y rLwi��' Telephone (212) 239-0220 ISLAND TRANSPORTATION RAIL ROAD ' AUTHORITY CONTR CT NQ. 5548" .P ! r PARKING kMUCK Y - Q Q STAIR ---- HOLD b RI /ERHEAD RAMP A' D E2 0 ._ ACCESS tS ' LADDER ' t i! F G D P2 TRACK Q ' I I Y � TYPICAL SIGNAGE LAYOUT- 1 1/2 GAR LENGTH SINGLE SIDE PLATFORM STATION , 5GALE NTS I "r TYP. 5TRUCT.— —O „ -- ACCE55 -- - - - - - -- - - F2 - - - LADDER C' + LADDER - - – - - - - - -� jrp 51-1 H , jr RAMP .I - � H E 0 G D E2 B E4 �, uASTIG 5H'RE�Y AT PARKIN6 O LOT ENTRANCE STAIRU D L- 5TA R , TYPICAL SIGNAGE LAYOUT- D 2 4 1/2 GAR LENGTH PLATFORM STATION 4` SCALE Nr I +, q f +d r f'; PARKING + 1v A,, 6 a t F I yam ' 1. S: ZISI --- ------- -- ------------------ - ---------- - ------- — —A' RAMP i y d- 1 1 S F4 © F4 �B iz� F4 Y r ky , yr , + 14_.I x �I ADD�NCIUM 51GNAGE LAYOUT- REV. No. aESCR PnoN I GREENPORT STATION opT�a�r .N© 5ta y ;tf 3 SCALE: NTS Urbahn Associates, Inc . / DIESEL FLEET HIGH'% LEVEL PLATFORMS Daniel Frankfurt PC LIRA . �sc�Le, as �k� Iti +a� A Joint ventureTYPICAL SIGNAGE LONG METROPOLITAN 1250 Broadway, New York, NY 10001 Telephone (212) 200-0220 ISLAND TRANSPORTATION RAIL ROAD AUTHORITY CONTRACT N0: 55 6 r !tis- •y.•i• ��..w�.uuwxk *° ,� - , .. - � .� _-. . . . . �.➢ .. w ,. ""tl I I. it ll� .`t"v ...�;'- ,.maid '7f...e - - - -7' - - --- - -- - - - -- - - - - - - --- - - - - - - - - - -- — -- - - - - - -- — rrr , 1y 4 A NY�Y SICv MOUNTING MOUNTING SIG �IMOUNTI1N6 TMOUNTINC � ° "LOCATION TYPE SIZE QTY TEXT REMARKS LOCATION TYPE SIZE QTY TEXT ' Rt�MAKK Nd.. TYPE HEIGHT NO. TYPE , HEI6HT STATION 15 I/2" 1-116H FRONT OF SHELTER 5MeLTER/' He aHr To ., Al AI BELLPORT �,n,w.r POST 4'-6" AF6 MTA L060 DI D 6" HIGH X 12" 2 BELL PORT, eoNhO M )NITHrADA BRAtt,LF TAGTtLE ) „ ROAD' X VARIES �, , ,,, RAMP ENT, RAILIN6 REQUIREMENTS A2 ROAD A X STATION is 1VARIESH I MASTIC-SHIRLEY �� POST 4'-6" AF6 MTA LOGO D2 FRRAMPONT FENT.LTER D 6" HI6H X 12" �2 MASTIC-SHIRLEY RAIL SHELNG/ �cbREQUTAEt A BRAILLE HAMILTdN 3 172" HIGH _ FRONT OF SHELTER SWELTER/ HeEI6HTTo. � A3 A I CENTER MORICHES P05T 4'-6" AF6 MTA LOGO D3 D 6" HIGH X 12" 2 CENTER MORICHE5 CONFORM WITH'ADA . BRAILLE F is rTfLL* a N.PHILLIPS 3I/2' HIGH FRONTMOFSHELTER SHELTER/, G�+ �7 � `�� STREET X VARIES RAILIN6 RpMgNTs- Ili A4 A SPEONK , ,W,, POST 4'-6" AF6 MTA LOGO D4, D 6" H16H X L " 2 SPEONK CONFORMAITHADh ' BRAILLE TACTILE' AVENUE X VARIES �,,,,, �„ I— RAMP ENT, RALNb REQUIREMENTS ., Z WAVERLY 3 I/2" HIGH FRONT OF SHELTER SHELTER/ HtflORT To A5 A HOLT5VILLE � .re POST 4'-6" A76 MTA L060 D5 D 6" HIGH X 12" 2 HOLTSVILLE CONFORM WITH ADA , BRAILLE TACTILE '= € a A X VARIES �wro.a RAMP ENT.SHELTER RAIL TER/ ��a TTTO S BR <( AVENUE X VARIES RAMP ENT. RAILING MEDFORD 3 I/2" HIGH FR III— A6 RO D A MEDFORD POST 4'-6" AFG MTA LOGO I\LI D6 D 6" HIGH k 12" 2 MEDFORD CONFORM wITH ADA' MLLE TACTILE Gf REQUIREMENTS 111 YAPHANK 13 1/2" HIGH —I FRONT OF SHELTER SHELTER/ HEI&HT To . All A I YAPHANK iap ,.a POST 4'-6" AF6 MTA L06O D"I D 6" HIGH X 12" 2 YAPHANK CONFORMwITHACA BRAILLE TACTILE „ , z AVENUE X VARIES � " ,,, _ RAMP ENT. RAILIN6 REcweUNENrS 13 6RIPFIN6 13 1/2" HIGH FRONT OF SHELTER SHELTER/ HEIGHT To A8 A I RIVERHEAD eu,rd POST 4'-6" AF6 MTA LOGO D7 D 6" HIGH .X 12" 2 RIVERHEAD CONFORM KTH ADA BRAILLE' TACTILE , ' � AVENUE X VARIES OA.,A,,, � RAMP ENT. RAILING REQUIRST-MINTS � Q PIKE 3 I/2" HIGH FRONT OF SHELTER SHELTER/ HEIGHT TO k Pq STREET X VARIES MATTITJGK �� POST 4'-6" AFG MTA LOGO D" RAMP ENT. D 6" HIGH k 12" 2 MATTITUGK RAILIN6 co REO IRZMEN APA BRAILLE,,TAGTILk TRAVELER 13 1/2" HIGH FRONT OF SHELTER SHELTER/ HEISHTTo AIO A SOUTHOLD we rm POST 4'-6" AFG MTA LOGO D7 D 6" HIGH X 12" 2 SOUTHOLD CONFORM WITH ADA BRAILLE TACTILE, STREET X VARIES � ,., ,., RAMP ENT. RAILIN6 ReQUIREMENrSUr i q PARKING 3 I/2" HIGH WIhIDSGREEN SHELTER/ HEIGHT TO g All A 6REENPORT mpbbtl P057 4'-6" AFG MTA LOGO D7 D 6" HIGH X I< 2 GREENPORT CONFORM wlrH ADA BRAILLE TACTILE LOT X VARIES � ,,, ,,, RAMP ENT. RAILING REauIREMENrs PLATFORM/ 13 1/2" HIGH EI PLATFORE 13 1/2" X 4 " 4 RAILING 1 4'- " A,F.G. SEE NOTE BI B 2 BELLPORT P057 � ihampOin5 6 M 2 OPP, PLATFORM X VARIES 5'-1 1/2" A.P.G. Q► „?;� �',I !,gt;4,I�n` 15 1/2" H16H All TrQInS _ 62 OPP, PLATFORM B 3 IVARIE11 9H 5 MASTIC-SHIRLEY RAIL E POST 2" F.G. wp� IR�iuN6 POST Z E2 NOT UOEDM E /2" X 42" 0Ramp RAILING t 4'-6" A SEE NOTE' Z B3 B 2 CENTER MORICHES POST E3 OFF. PLATFORM X VARIE5 8'-I I/2" A.F.G. PLATFORM/ 15 1/2" HIGH 2 _ LEN H o OORD 0) 54 B 5 SPEONK RAIL 8 P05T WITH RAILIN6 POST E4 PLATFORM E 3 1/2" X 42" 2 A rains RAILING t 4'-6" A.F. OPP PLATFORM X VARIES 8'-I I/2" A.F.G. SPACING lII j Ramp SEE NOTE PLATFORM/ 13 1/2" HIGH ` ' BS OPP. PLATFORM B X VARIES 2 HOLTSVILLE POST 8'-I 1/2" AF6. E5 PLATFORM E 13 I/2" X 42" 5 � tlRompOinS RAILING t 4'-6" A.F.G. SEE NOTE PLATFORM/ 13 1/2" HIGH 0 �/ X77►► Z 56 OPP. PLATFORM B X VARIES 2 MEDFORD POST g _I I/2" A F.G. { + A TrOinS E6 PLATFORM E 13 1/2" k 42" 1 RAILIN6 ± 4'-6" A.F. SEE NOTE PLATFORM/ 13 I/2" HIGH Z " BT OPP. PLATFORM e X VARIES 2 YAPHANK POST 8'-I I/2" A.F.G. < lNJ E11 NOT USED Q BS PLATFORM/ B 3 I/2" HIGH 2 RIVERHEAD P05T OPP. PLATFORM X VARIES 8'-I I/2" A.F.G. NOT USED l�1 Bq PLATFORM/ B 13 I/2" HIGH 2 MATTITUGK POST E8 OPP. PLATFORM X VARIES 8'-I I/2" A.F.G. PLATFORM/ 13 1/2" HIGH BIO OFF. PLATFORM B X VARIES 2 50UTHOLD POST 8'-I 1/2" A.F.G. FI PLATFORM F I5 I/2" X 4'-6" 10 EXIT + PARKING GUARDRAIL 2'-4 1/2 ' A.F.F. SEE NOTE BII OPP. PLATFORM G k VARIES 5 GREENPORT POST S'-O" A T O R. CANOPY MOUNT Y F2 PLATFORM F 3 I/2" x 4'-6" 10 EX1 T + PARKING GUARDRAIL 2'-4 1/2" A.F.F. SEE NOTE CANOPY/ q I/2' HIGH CANOPY P. DOUELE-FACED e ~ F3 PLATFORM F 13 1/2" X 4'-6" 2 E 17 t PARKING GUARDRAIL 2'-4 1/2" A.F.F. SEE NOTE FRONT OF Iq 1/2" HIGH DIMS. AS PER NTER6RAL wv CUSTOM X G► GI G BELLPORT SHELTER NFORManoNCENTER SHELTER X q'-I I/4" DWG. A-515 Z F4 GREENPORT F 3 I/2" X 4'-O" 3 PARKING K FRONT OF q I/2" HIGH DIMS. AS PER INTERSRAL w/ CUSTOM EMT FERRIES CANOPY 8'-O" A.F.F. BS1 B16N BAG � � W/ SIGN TYPE G2 SHELTER G X q'-1 1/4" MASTIC-SHIRLEY SHELTER DWG. A-515 INFORMATION CENTER PLATFORM BUSES FRONT OF q I/2" HIGH DIMS, AS PER NTER6RAL w/ CUSTOM „ r C3 GI CENTER MORICHES SHELTER ku SHELTER X 111-1 I/4" DWG. A-SIS NFORMATION ceNreR T z OPPOSITE DIRECTION TO NEW YORK n_ GI G I5 1/2"x 58 5/ 20 DIRECTION TO POINT EAST FRONT OF q I/2" HIGH DIMS. AS PER NTERbRAL w CUSTOM f PLATFORM POST 6'-2" A.T.O R G4 G SPEONK SHELTER v Z SHELTER X q'-I I/4" DWG. A-515 NFORMATION CENTER 0 OPPOSITE DIRECTION TO NEW YORK.' FRONT OF q 1/2" HIGH DIMS. A5 PER NTERSRAL W/ CUSTOM 0 — G2 G 3 /2"x 55 5/S ' 2 DIRECTION TO POINT EAST P05T 6'-2" A.T O.R. Z G5 SHELTER C X q'-1 /4" HOLTSVILLE SHELTER DWG. A-515 Q PLATFORM INFORMATION CENTER FRONT OF q I/2" HIGH DIMS. AS PER INTERSRAL w/ CUSTOM 1— G6 SHELTER C k q'-I I/4" MEDFORD SHELTER DWG. A-515 INFORMATION CENTER Y W v H END 0,,F H I5 1/2"x 12" 13 -4 I/2" A.F.F. NAUTHORIZED PER50N5 GUARDRAIL 2' FRONT OF q I/2" HIGH DIMS AS PER INTER6RAL w CUSTOM d F PLATFORM ARE FORBIDDEN TO ENTER C'1 G YAPHANK SHELTER 0.� O k SHELTER X q'-1 1/4" DWG. A-515 INFORMATION CENTER Fz TRACK AREA FRONT OF Iq 1/2" HIGH DIMS. AS PER INTER&RAL Al GUSroM G8 G1 RIVERHEAD SHELTER SHELTER X q'- /4" DWG, A-515 < INFORMATION CENTER , V GREENPORT CANOPY 8'-O" BACK TO BACK FRONS OF q I/2" -HIGH DIMS. A5 PER INTER&RAL w/ CUSTOM � w PLATFORM 3 /2"x 48" 3 2 Gq G I MATTITUGK SHELTER INFORMATION CENTER d W/,SIGN TYPE 4 x' J SHELTER X q'-1 1/4" DWG. A-515 � ? Q TRACK TRACK FRONT OFq I/2" HIGH DIM5. AS PER INTERORAL w/ CUSTOM % It GIO G 50UTHOLD 5HELTER NF SHELTERORMATION CENTER ljl X q'-1 I/4" DWG. A-515 ICI /2" HIGH GREENPORT DIMS. A5 PER INTER&RAL w/ CUSTOM GI WIND5GREEN ' G DWG. A-515 INFORMATION cENreR X q'-I 114" SHELTER ISLAND FERRIES LEGEND ,1 I ADDENDUM 2 REV. NO. DESCRIPTION A.F.F. , ABOVE FINISH FLOOR CONTfCTry`NO 5 #8? ;§ ` ; NOTE : Urbahn Associates , Inc . / DIESEL PLEFT HIGH 'LEVEL PLATFORMS oAT� 375/99 A P;6. ABOVE FINISH GROUND AT,O.R. ABOVE TOP OF RAIL DIRECTIONS OF ARROWS Daniel Frankfurt PC � � r3, TO BE COORDINATE WITH L • R SPECIFIC STATION LAYOUT A Joint, Venture SIGNAGE SCHMULE lzso Broadway, Nex'Yorlc, Nr, 10001 LANG. METROPOLITAN 7, Telephone (212) z3Rwzzo ' ISLAND TRANSPORTATION �w{ , CONTRACT N0; RAIU ROAD AUTNORITY 5548 gH ET C1�'�39r �I � - ^ - , � ., rr .� .t!mT ^ ><31 r td` Ilf 41 1 • -- TEXT IS Q" IN HEIUHT BLUE 6ANQ ! : - BLACK COPY (STYLE TO — WHITE BAOK¢ROUND '. RAISED y - - .r. ` 6E EESVN4GA MEDIUM) - TEXT 15 qrr IN HEIGHT CL SAN�P�Iµ@E7,..A r t TEXT 15 4 1/4 1N HEIGHT U P` . 'BLACK COPY (STYLE TO - - J r r r r - BLACK COPY (STYLE TO WHITE BAGK6ROUND � "' " a BE HELVETICA MEDIUM) BE HELVE7IGA MEDIUM) - t �# - PLD[?; 23AGK¢IFtOUN?3 y, "< tr , BLUE BAND - r _ 12° WHITE BAGKGKOUND ��"r+"l -MLO( SO LO01 ' d` t�H rlx r ni m - _ � Greenpor rd f b" MIN. edf ordr- uvU � U u �� lJ lJ� � rt * ry AS Rea O INSTITUTIONAL MIP Lore Islurd Shelter Island Ferries ` ;' — SIGN As I Rall Rowk 2" r AREA FOR BRAILLE-!"r r VARIES TEXT 15 1" IN HE16H7 � J - 1 TENT 15 4 1/4" IN HEIGHT ev L'.^. SPACE BETWEEN `. BLACK COPY (STYLE TO SINES (BLUE TEXT( BE HEL✓ETIG4 MEDIUM) V 516N TYPE A SIGN TYPE B SIGN TYPE G _ SIGN TYPE D SCALE: NTS SCALE NTS SCALE NTS SCALE: NTS +r BLACK COPY AND TENT 15 "1 IN HT INTITE COPY BLUE EAND SYMBOLS rTYP 1 TE\T IS � I/2" IN HT BLACK COPY �--- TENT IS 4 I/4" IN HT BLACK COPY RED BACKGROUND (STYLE TO BE HEEL /ETICA MED 1 BLACK COPY TENT IS '1J7 (57YLE TO BE HEL✓ETICA MED) BLUE 5ANP 3" IN HEIGHT (STYLE WHITE 5AGK6R0'JND - BLACK COPY AND WHITE BACKGROUND N HEL✓ETICA MEDJ ." Q SYMBOLS rTYP,)—, WHITE BACKGROUND - _ ('I;;' (ird,Y / BLUE BAND _ � I/2° _ - -- �; '� -- BLUE BAND - ickets , - Direction to New ork persons n I I Trams �ITEXT 15 V.." IN HEIGHT Taxis r P (STYLE ro BE HELJcTiGA ; - Parking m n q forbidden to Mea GONaENSED? m ry Ramp m ry' - - - enter track RED DOPY SID uU Direction to Points East ..� area WHITE EACKGROUND `" vi .4.r _ Ir_Orr g LENGTH To -- --- -- ------- � -- __— FLUE BANIJ - ' � COORDINATE �---�- -- - I alf \ WITH RAILING POST SPAGIN6 LENGTH TO COORDINATE BLACK COPY TENT IS SIGN TYPE H FOR DETAILS OF ARROW5 AND WITH RAILING P057 SPAGIN6 TEXT IS , 1/. ' IN HT ELAGK COPY SYMBOLS, REFER TO DWG. S1-501 3" IN HEIGHT (STYLE SCALE: NTS V (STYLE TO BE HEL ✓ETICA MED) --- TEN, IS 5" IN HT. ELAGK COPY HEL'✓ETICA MED..( 4��y \ (STYLE TO BE HE'- /E�I -A MEDJ ry FOR DETAILS OF ARROWS AND SYMBOLS REFER TO DWS 5I-501 _ WHITE EACKGROUND SIGN TYPE 5°ALE NTS ° Ti kets Direction to New ork , r BLUE BAND Taxis m ■ • ■ WHITE BAGK6RGUND (&Parkln �- Direction to Points East n TEXT IS 6" IN HT, BLACK COPY (STYLE TO BE HEL✓ETICA MED)- ✓ r ` — 48 --- - - "� CANOPY MOUNT } SIGN TYPE F SIGN TYPE G NOTE I. REFER TO MTA SION MANUAL, ` Track Trac SCALE NTS SCALE: NTS MTA SERVICE IDENTITY MANUAL, 4ui� ADA AGGESSIBILITY GUIDELINES FOR COPY LAYOUT 4 5TANDARDS. 12 IZrr i 4: V 'r <. LENGTH OF SIGNS VARIES, LENGTH ;!r 45 _ 15 DETERMINED BY COPY 'LAYOUT AND 15 A MULTIPLE Or 6", '� iP TEXT 15 B' IN HT ELAGK COPY (STYLE TO BE HELVETICA MED) U.O.N. - YELLOWOglBACKGROUND— 'r `y'",Y 5F_ TYPE } - SCALE: NTS * ' 1J:. v " 00 as y er+? ' ^ " . REV. N0. OE,5CRI0TJON - ' �1A"C�Z fE s<d ti M1 rsi�L Urbahn Associates, Inc . � � DIESEL FLEET. HIGH LEVEL PLATFORM$ o,�TE �✓ ,�,� �ry��s. Daniel Frankfurt PC L ■ I , R . R . scA E A Joint Venture , STANDARD LIRR SIGN TYPES LONG METROPOLITAN 1250 Broadway, New York( NY 18001 + ISLAND TRANSPORTATION Telephone (212) 239-0220 RAIL ROAD A1ITHORITY' NO. ll CONTRACT '.55�IB o � i : , A G �X % GVARIES v VARI 95 `vYX m m r e q � w tm DRILL 'l/I " HOLE ,.. DRILL 5/16" /4" _ ELEVATION 43 DIAM. HOLE - ELEVATION - ' O ELEVATION , ^. ALL ALUMINUM PANEL 516N5 OTHER THAN .r t ; NOTEALL ALUMINUM PANELS THIS 512E v HARDWARE TO BE , *, SHOULD HAVE I HOLE TOP AND BOTTOM "' �- DETERMINED BY MOUNTING UNLESS OTHERWISE NOTED. CONDITION A5 FOLLOWS: 1- 4" X I-1/2" X J50 ALUM CHANNEL n j (FULL LENGTH OF 5I6N PANEL) GONG. OR MASONRY WALL- I 2 A/ 3/8"m x 3" LONG OUIGK BOLTS HOLE TO REGfEVE HALL- FASTENED TO 5IGN PANEL W, /4" DIA. X -I/2" 5T. 5TL 6" ALUMINUM HIGHWAY r j WOOD P05T OR WALL- HOLE T TAMPERPROOF BOLT W/ LOCK B FLAT WA5HERS. a B/8"0 x I I/2" LONG LAG BOLT o CHANNEL .125 TH. ST. 5TL,'5GREW5' j (4) EQUALLY SPACED PER SIGN PANEL I' x I" x I/8" LONG ALUM. ' .125 ALUMINUM SHEET CLIP ANGLE TACK WEDPD 2" TO 5I6N PANEL W/,EN� CAPS .090 TH .ALUMINUM PLATE -- ENO 'GAP = 12" ALUMINUM HIGHWAY I END GAP ATTACHED TO m ) CHANNEL .125 TH, _ HIGHWAY CHANNEL 5` "* CLIP ANGLES I" x I'' x .125 x I" LONG - I' ALUMINUM CLIP ANGLE n DETAIL OF ALUM. DETAIL OF ALUM. TACK WELD CLIP ANGLES - HOLE To RELIEVE I/a^ DIA. HALF-HEIGHT SIGN TO SIGN PANEL AT SIGNS Al o FLAT FACES SIGN / TAMPER PROOF -T. 5TL. SELF 2 scALE Nrs 3 scALE Nrs END GAPS TAPPING 50REW5 "i x '1Y 1/4" DIA, X 1-1/2" LONG ' b ST. STL THREADED ROD W/ LOCK WA5HER5 8 HEX N'JT5 END �iAP c, ;A AT 6" FROM END OF PANEL MAX. — ALUM PLATE WELDED W/ END m CLOSURE (FULL LENGTH OF SIGN PANEL) TO ANGLE DETAIL OF ALUM. -- v2 .125' ALUM ANGLEO , TZA E � DOUBLE FACES SIGN FULL LENGTH of 5IGN PANED - �� fi - FASTENED TO SIGN PANEL " VARIES SCALE Nrs H1 1/5" DIA 57 5TL POP RIVETS AT 12" OG MAX - - j t POP RIVET iv i" Ar r dN), LONG ALUMINUM — — a , CLIP ANGLE TRACK ^ELDE TO 516N 1/4" 57. 57L. BOLT AT SIGN5 W/ END CAPS f� LOCK WASHER B .I ELEv/ATION DRILL B/16" DIA. HOLE AT 18" Or, MAX, m Q LU 12" ALUMINUM HIGHWAY A ,j CHANNEL .125 TH. aLU _ k'! n 090 ALUMINUM d SHEET END GAP ur HOLE TO REGIEV-E 08" DIA h ` TAMPER PROOF ST. 5TL. o ',„Fart-{ SELF TAPPING 5GREW5 n ,' { ELEVATION-DOUBLE 5I6N PANEL HOLE TO RELIEVE' 5GREW5 J' END GAP , DETAIL OF ALUM. DETAIL OF ALUM. ' POUSLE HEIGHT 5I6N � SINGLE FACES 5I6N 4 ;° , REV. N0. DESCRIPTION DDnF ( " / CONTRACis-NU F�99 Y,,,'ir" p. IV Urbahn Associates , Inc . i DIESEL FLET HIGH LEVEL PLATFORMS ' DATE /4&*7b . Daniel Frankfurt PCGaL L016R . R . G A Joint venture LONG MNr�OPOUTAN STANDARD' LIRR SIGNAGE DETAIL .� ;. York, NY 10001 ' . ,I d J _ 1250 Brondway, Nen ^ , Telephone (zlz) zae—ozza ISLAND TRANSPORTATION �^. j , i75H ET Sh „ . , � y ars RAIL ROAD AUTHORITY CONTRACT .NO, 5548 k : 1 .I 4 77 0 t �71 IONOt$ I L 4'k"" PENCE BOTTOM Or- CANOP'T' PURLIN CANOPT' PURLIN I x X I 5/alt GA 41, ALUM. 516N PANEL BEAM CLAMP CHANNEL CLAMPED To PURLIN F0. V� 7fP. ST, STL. BOLTS v NOLE WITH NUT $ FLAT - ,:2" x 1 -7/5., A BOTH 5101E5 OF CHANNEL, 1/4'� V I A. X I 1/2 WASHERS TYP. • ST. STL, HEX BOLT, 15/8" X 15/8" 12 6A. NUT A/ LOCK, 4 FLAT CHANNEL WASHERS (2) REO'D 1 5/5" X 15/8" 12 CPA CHANNEL. v'A 7"rP. 2" X 1 "745" STL. PAINT FIN. TT`P. 1 /:211 X 3/511 ANGLES. 507H SIDES LONG ALUM. BAR Q OF CHANNEL "4 Y FULL HEIGHTx J 70P OF SIGN PANEL SHIM L FENCE MOUNT 5CALE: NTS ZEE CLIP OR 'U' CLAMP JIL MIN. 4 PER 51aN PANEL t ;g ALUM. SI&N, PANEL -011 r=LE\/ATICN SEE SCHEDULE 45" ALUM. r,_"�I=:�ETAIIIL g CANOPY MOUNT END CAR. 4" Q ——————————————————7 CANOPY ry� VARIES 6'-0" (MAX) CANOP*T' MOUNT MOUNT ELEVATION TYP:. �CONNECTION BI&N TYPE '5' > — SIGN TYPE 6' 2 1/2 X 2 1/2 x 5/1 IA. X a" LON(S, SO. HP. BOLT STRUCTURE Lj REO'Z:) 4 TOP BOTTOM EXIST. 1_1(�HT POLE 1,6,7, ALUM. TUBE P05T C A/ NUT, FLAT LOCK WASHERS (5) (3 (DIA. MAY VARYr DIA. X 6" LONG ST. STL. HEN Hr;� BOLT �N/ NUT, FLAT LOCK WASHERS @ POST m CHANNEL CLIP FOR I TOP OF! RAIL ROUND P t, e16N PANEL 5HOAN EXIOLOI�El� FOR CLARITY I I C ST. STL BOLT Al NUTS FRONT ELEV. B/E5" DIA. X :2 1/2" LONG LIGHT POLE LIGHT POLE WASHER c§ SIGN PANEL 1'-4° TY t ( ;`�_MOUN7 FLE\/A710N MOUNT DETAIL :2 1/:2" X 2 1/2" X 5116" TH. SCALE: N75 ALUM TUBE P057 STRUCTURE C ELEVATION , SIDE FDO57 MOUNT POST MOUNT ELEVATION \�ALE�NTS (,_'\POBT MOUNT 1;)F-TAIL EDGE OF RAIL 1=057 RAILING 1 1/2" X 1 1/2" X 1/4" ALUM. RAILING RAILING ANGLE f 1005T POST lu A Ti'P. 1/4" SQUARE HEAD BOLT NUT, LOCK, 4 WASHER 916N PANEL k5 CLIP ANGLES LU _ 516N PANEL TOP 010 tj DESCRIPTION REV. NO. PLATFORM > 13 LIL 'COTRACT,9 SCALE- NTS Urbahn Associates , Inc . DIESEL F14t]ET HIGH LEVEL PLATFORMS —74 Daniel Frankfurt PC �CAIJ 777-- NOp ELEVATION A Joint Venture IRAILIN6 POST 'IATICAL -RAIL, 100 MOUNIN6 IPETAI LONO METROPbLITAN s ' 5T MOUNMG IDETAU 1250 Broadway, New York, NY 10001 v, Telephone (212) 239-0220 ISLAND TRANSPORTATION AuT RAIL , NORITY CONTR 5 ROAD ACT NO. 5 46