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64-151 - MBTA EASTERN ROUTE ROW - CONSERVATION COMMISSION 17 EP 64- :Plans- ..;E� fie. 7 q'f6;(•/ 1p' i em /. 'NOOOLA.NN _ - CEMETERY r Cper `r y V Q'. I� a%^ \ `•'� Y ,AIL .L AmLiz _74--, n�k �P`� �. �7 J, <Igtl4� al ••�}� � .+���'� �T� -� '/' ♦ < \`— �•'A e F I t �� r F e' v p�@ g at f6' s.�l`� ' � (tel •5 ��O ■ Radio To �F '` 1>:' _ ✓R&' \ ��??aGG�� i •� IWILDIs`R 14580 ' • y �>�i I K a� 1 ,rte n �\ "\\ 'N WO P �. �� \ ��I - �+•, a•s_,.� ���.0 wv s � K " e `e� a �� j A � 6atraorl a<yl� Dr.en / Pla rolm�� -a � / -�Ar l 1 � ^' J i/ ° sp �`."�� r• �y T r}a lel r5 }.Lr' ,,..,x•�r�--a.. '. .tPO CP�W`Iofe 6 14 Radio Tp•er ,� •. - - \ ;•¢'HILI x=_l-_. ' ���I �_' �O6•8a_--• \ .. 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MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EASTERN ROUTE REHABILITATION PROJECT EVERETT. CHELSEA. REVERE. SAUGUS, LYNN. SWAMPSCOTT AND SALEM SCALE: le 2.000' USOS QUADS: BOSTON NORTH. LYNN & SALEM MAP NO. 1 • � Ilk i C o ri l y. whel•o r .,¢,• .fir,✓ -.�Re *s•g+oi+e� .' '`e t Fu 9IIY IV %`• • . v � �'r��. :r ear ' %C, 7r�V) �• cs �: • y r Lr- Deer •� ',• ' 'C` /'op^ -<`n ramill � i r Cr ;: I Jl? ChanY,. Ber 5�. �. YY"� ]ae ,.�s>rPts 4r / /'sF �•�� Snleb/ -s„ •� . Pyre,s v / - �i: •• • ` f re C / i F• I �?-'S � � / a/a (.,J✓ -�- ;� cid/ _s {',1id}TI •. •••�• / ;' a p14 ,70 -s r •e �P `? _f' � `. � � r paµ a > : • i J� t L1,' / a • r RL:10 isn y e ' • y • fru. \ Sicu Jn alns r .�. .•4 r • 0. aha' ` / PrsrB uqe •' � l� •• �/12=BOSTON ".. I •�\� �� - cB•e+.� �•••^�� !/ ■■ V _ n .�xH �• ' h - ^r4a eKr+'N/`6 /Oen4 8� riMel q�iidal Flat- 'c'10 lat E L• a. r �k9P.1��a��r — h n" :i u MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EASTERN ROUTE REHABILITATION PROJECT EVERETT, CHELSEA, REVERE, SAUGUS. LYNN, SWAMPSCOTT AND SALEM SCALE: 1 • 2,000' USQS QUADS: BOSTON NORTH, LYNN 8 SALEM MAP NO. 2 — 1 �j?:`r1op ��t y �nrs f���ham, i�r � ➢ // r ,� v . <. � ' �'�.�/ �• ��� J��� �/ i. � 1 {y 14 p i fry fo � rv+ �� �l• m 41 k . v�..� ..,.,� oil WAN R .�.• � /•/ 1, MASSACHUSETTS BAY • e I 1. TRANSPORTATION • AUTHORITY ROUTEEASTERN REHABILITATION . • PROJECT EVERETT. CHELSEA. REVERE. SAUGUS. LYNN. SWAMPSCOTT AND SALEM SCALE: 1 * . 0 USGS • . S: BOSTON NORTH. NO. ZePRw- L' '•. 1. V� J/ •' 1 i� � .a, f � 11 �� .. � - 0 `-=�.. � '♦�s¢ v - rSO / 1 _ �_ _ v. h�•, � -_ 7' -• -SY _ � N il4 /t -fix n1\F �' ,.F.Cem_. 1, \Cor � - s Jr fl]gh 6ch 9 anp �� o Mme, / n 73 •'B78 i t .Cliff Blaney oc4 Sea t 0 c w'a aae Lu'Coin House l Fire SU �ar Red Rock tr o �...,.i' i I n a e F �l A �. y � .�� V`• .. f 00 Outer Gd MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EASTERN ROUTE REHABILITATION PROJECT EVERETT. CHELSEA, REVERE, SAUGUS, LYNN, SWAMPSCOTT AND SALEM SCALE: 1 ' 2,000' USOS QUADS: BOSTON NORTH, LYNN & SALEM MAP NO. 4 rY I-. /. \ • ,•" tl r0 �/ ♦$aIle/5 M 0 �� /r q�G01 arse . .. �♦�s Pt ° ��t-__ a d cam Q °I S 4. \ " F,•n., l / Polgl '1' o kem�+ooa - \ �� C•-� fflzz �; .; _. is i��' •High Sn i ) �_ t lmster Fuck.._ i W'�• tpfl Course '^ � �• `7••;r, .,z- ��� �ochs PI y. _BEVERBY :•IVpf•d �ti\\ to - ..\ r. /• �,a- HARBOR ' C e nle n F _ • �6 �F rruwo .\ Cer••etery istm �i •a. �. t . a r!: �qt \ • re, of s / a o Flat /' BOI � / h • J \, ! 4 `1011 •a M`} ell �, c' \ _ �09�1 � O � '•i••suWtal A R o St '' X I• •• .rl atmOnN�y 6tAC' B p / i • • ��Lra 3�. \�—ci?" .�..4' •' aar zo t. _ at la So Le %��' alem• I for n ! r• 8M�•-\ Park Fifil ! {i`W 1_ Ommo ' '•'•.' Sale, r-viral ,ol a •�� 11 _`� v ES h n,� ' / •--y HV s 6+\ �' t I - .. :� `\`'Qlrby s E ,._I / 1•. — ��tvJT� � j td!{/�� ._- t� 32 h 1 Il\t\\`IJI\ ] �� m/ v • — , 1/ 7 Q C :• -L 6 � • • '• it ] _ il. 4 � y \., F r�1I f1� �_� �/ 'p2•��.•-•• (>• '.•�•,\ �, � s• •i •''��� n<N OCR S �edA- `r `UvP substa -�. R•• s _ '? '4._jL� tEac� • almerale L�- `=•r 1 fir_ ,� '\ _14' Q ocl.w ava ° •4. ] ` � s - prek� gI r.a m .i._ `ti> 'h•� , i 1 /pVi � .- Playtir a E�. - Pt ..Jr• �' � �� , , �� SI atu•�'•� t �p � fir° �5e IHLANQ PARK ' L� _ :Idl La•�/ ° ^� MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EASTERN ROUTE REHABILITATION PROJECT EVERETT. CHELSEA, REVERE. SAUGUS. LYNN. SWAMPSCOTT AND SALEM SCALE: 1 ' 2.000' USQS QUADS: BOSTON NORTH. LYNN d SALEM MAP NO. 5 02 ti m POND BUFFER ZONE BANK-f FRESHWATER WETLAND ----- ?�J Z ZONE A/ AT / BUFFER ZONE Tw0'•%PS0N"S 'a; ZONE B M1+EaJOta ••{'' LAND SUBJECT TO FLOODING �Q' CCli ZONE C BANK { SA/-E SWAMPS` ` �// EXHIBIT A ZONE C ZONE C II ZONE B I a•,, ,: z - ZONE B BUFFER ZONE J Z ZONE B P Q� O �? �m ZONE C ZONE B FRESHWATER �. WETLAND ZONE\Bl \ EXHIBIT 8 \ I 2 rt TRACK E TRACK I -------TRACK CENTERS VARY--------- -------------� 132LB.RE - RunningRaiI FL TRACK HEADER BOARD WOODEN SHIMS ( K neaeuarY) (if necessary ) I-.--VARIES —a� RUDDER ICROSSINO RADS RESILIENT SPRING 7I TYP TOP COURSES I 2-1.1/2"COURSES OF TYPE FASTENER TYP. SASE 601a1SE3 ' APPROACH PAVEMENT I-I BIL CONIC. PAVEMENT- _ _ _ TOP COURSE (TYP.1 f 1 1 LOCK SPIKE 1 TrP TANGENT TRACK B CURVES I° TO 3° CURVES 3° B OVER - P — —_ — 12•' 1 5" —L_2-21/2"COURSES OF TYPE � • / I PRESORE HOLES FON LOCK CURVES 701° it At TYRMS I4"STAIO.T<RAT[ CROSS TIES T'X Yx�'-0 II TRI SPACED IS 0C.O/LY 3 IFE,SA6"D1A.56.112"DEEP I-1 BIT. CONIC. PAVEMENT- ao CANT-� APPROVED 1 , J 1.MW. B'MIN I3 BASE COURSE (TYP.) � III i 1 i O ; '-;� • 0 • • • FILTER FABRIC p;, % F 1/�" PER FT. I/�' PER FT -� � 4" J '. wooD cnossTlE ( e'-6" TYP. EXC.IN CROSSINGS) i i ! O O O O O O I 2- 4 RIGID STEEL PIPES(BOTH SIDES) TO BE I I � i - SO MIN. FROM TOP " • ,':,� O • • • • D�IIT O SOF 1,_� B ALLAST� 11 11 I F_12" I USED FOR SIGNAL / COMMUNICATION PURPOSES 2 - 2 COURSES OF 4 BIT. CONC- SLAB / ` PREBORED HOLE NOT To - DETERMINED IN THE �- TYPE I-I BIT. CONC. I— B ALL AST---.,/ 5 - __�PERF. C.M.P. (BOTH SIDES)- PIPE SIZING AND BE BORED ALL THE WAY NOTE;LEFT SIDE OF ALL DEPIhED PLATES TO BE CONSIDERED THE FIELD SIDE. FIELD I " I OUTFALL TO BE DETERMINED ON A SITE TNRWGN TIE. �••-I -B I 5,-6' PAVEMENT-BASE COURSET • INDICATES LOCK SPIKE INSTALLATION LOCATION TYP• ' SPECIFIC BASIS (MIN. SIZE C.M.P. • B") RESILIENT FASTENER TIE PLATE ON WOOD CROSSTIE SPIKING PATTERN FOR RESILIENTLY FASTENED TIE PLATES TYPICAL DOUBLE TRACK CROSS SECTION WITH RUBBER CROSSING SURFACE 1 SCALE ' 3/8" . 1 ' - 0" i I IS 3 J 4 I . 8 STEEL DEFLECTOR PLATES . O BE INSTALLED OWN MANUFACTURER'S ORPER 1L O GAGE SIDE INSTRUCTIONS) RUBBER CROSSING PADS RUBBERCROSSBIG PADS I I I x q I i of RAIL I I 16 SO.TR� 6"GALV.DRIVE d WOOD 3 . 1 SPIKE , SHIMS i ` 6 1 I I ❑ ,�!(it nean°rylf,� —� 16 I `\ 7"X 9" STEEL DEFLECTOR PLATES(1/4`TNICN MIN.) '\?, CRDSSTIE 24 I I I \+ (TYRI I 00. i00 J D e -._ I I • INDICATES CUT SPIKE INSTALLATION LOCATION aJ a a o p III 2-'MIN. SPIKING PATTERN FOR DOUBLE TrP_) PLATE THICKNESS. G 16 , ROLLED STEEL RESILIENTLY FASTENED SHOULDER TIE PLATE TYPICAL STEEL DEFLECTOR PLATE DETAILS TIE PLATE FOR USE WITH 132 LB. R E RAIL DP DA04°j GQ- -ryI II+- 3" 0 2-4"GALV. RIGID STEEL PIPES (BOTH SIDES) MINI 4 S0. ' _ n LIMITS OF 4" BIT. CONIC.jj SLAB PANELSRUBBER 717 -°E PLATE T U 4 J / ' iIU_ It 50 BITUMINOUS CONCRETE L_ — 10 MIN-SII I' MIN.' ♦~ F I �32 - / I �T —�- < ' RUBBER PANELS J �/ II y I f TRACK 3 - -- — — II III_ So 60 'l 4 . :I - - -- -- --- II- @ -- _q- - - - - T� JLl _ _____ _ _ ________ _ > - - - - Ll -- - - - -- � —2•IS/IB" 8-IA °TO 8-I/B _ - 2-5/16' — — 5 L2-SIGNAL /COMMUNICATION CONDUITS A. 8-I/2 � 3' MIN. ( BOTH SIDES) p3Pv I ELEVATION VIEW(Nol D.PIet°o) TO CONFORM TO AREA PLAN NO. 12 WITH 8-6 PUNCHING aeo�3p A DOUBLE SHOULDER TIE PLATE FOR 132 LB. RE RAIL = ��Po `�0`r� Oe TYPICAL SIGNAL CONDUIT LAYOUT DETAIL i AT ROADWAY GRADE CROSSING E TRACK TRACK VARIES VARIES EES 8"X 8" PRESSURE: TREATED TIMBER SSR EDGING (TYP.) TO EXTEND TO TREE 8'-3" VARIES VARIES 8'-31' M QN LINE BUT UNDER NO CIRCUMSTANCE TO MEASURE BEYOND 75 FT.,TOTAL i LENGTH, ALONG WELLMAN STREET. 12 W 2 3 III / I r •: 1 TOP OF RAIL " �'����' / ' E/f' " APProx. T r / �f'r ':. / � : _'�a^ - 1 ` r • Tree "PPER FTLocation , �I 1� Imo /`.../ ; 2 I 2 4'-G"MIN. i� ' VITAE SHRUB /; //' r:, - PROPOSED ' ^ AREA TO BE WEEDED 9 GRADED \ `CUT SLOPE PROP. 6 ARBOR'- r •«1.'� I'�/ (AMERICANBARK MULCH BEFORE MULCH APPLICATION. ) N �fil ,',. / , Existing Tralier HYd -r ��+�/ "f PROP v. BARK MULCH �r 0 Gate Gate 0 O 3 -41 DWARF BOX SHRUBS 000— Exist Pole Exist.Slgnal ( TYPICAL UNLESS OTHERWISE NOTED) Exist. Pole \ Exist. Signal Case TYPICAL DITCHING FOR DOUBLE TRACK F' ON TANGENT To BOSTON RUBBER CROSSING _ EAST ROUTE 00-1 Exist.Dwarf MAIN ILINE S RUBBER CROSSING TO BEVERLY JCTy • N O T E S Exist. Gate TYP. SHRUBS Pole DWARF BOX I. ALL SHRUBS TO BE PLANTED WITH Gate Exist. Conc. Pod NO OPENINGS BETWEEN SHRUBS Exist.High Tension Tower q- TRACK CL TRACK EXCEPT AT HYDRANT. _ 2. PROPOSED BARK MULCH DEPTH TO BE P ROP. �. �.. A MINIMUM OF 3 ". (P /,MULCH (P AREA TO BE CLEARED OF DEBRIS, VARIES VARIESCONCRETE, AND ASPHALT BEFORE a GRADING 8 MULCH APPLICATION t9 2 Exist. Trees 2 3' S.E. 0 - ------- TOP OF RAIL MASSACHUSETTS BAY TRANSPORTATION AUTHORITY �- I/4" PER FT. I2 I/4"PER FT. 2 4'-6" MIN. Exist. If t. Thick Conc. •M OFMgs EASTERN ROUTE TRACK REHABILITATION —'T 1 ;o�•A' 0 pNL`-S L. 4G�, PROJECT - EVERETT TO SALEM, MASS . rCuT Wall w. BillboardMBTA CONTRACT NO. C9CN21 SLOPE I n C S- H I No 31I9C�Q i \'°o4FGIs V\?� \FSSIONA F'a TRACK DETAILS 1 TYPICAL DITCHING FOR DOUBLE TRACK LANDSCAPING AT CONGRESS STREET , BEVERLY , MAS S. ON CURVES SCALE : I " = zo ' REFERENCE DRAWINGS THOMAS K. DYER, INC. MASS. BAY TRANSPORTATION AUTHORITY LEXINGTON, MASS. APPROVED BY SHEET N0. DESCRIPTION /�/) �• --_ ISSUE DATE DESCRIPTION BY CHKD. APP. AVICE PRESIDENT PROJECT MAN SCALE:AS SHOWN DRAWN DEBY CHECK PLA 93535 ISSUE NO. �D O DATE: 8-10- 87 '� ,7s/j �,(1� SHEET T- 3 FOTOBEAM/BROOKSIDE 295-28x42 ,