HomeMy WebLinkAboutV 599 Sh5SCALE 1 %4`
EXCEPT AS NOTED
PUB.RD.
DlI=
STATE
FED. AID
PROJ.NO.
FISCAL'
YEAR
SHEET
NO.
TOTAL
SHEETS
1
MASS.
U272(53)
32'
Width Yories Width Yaries 4' l2' q'
Accef. or Accel. or — —
oecel Lane Oece %cane i5(0
Norma/ z' Ala -mol
/?dwy. Ralf e Edgiaq �fivy. Guam rype C35 ,edwy.Edge Edging k'ourrd �o
TYOa Sl3 /2 / Type SB %2 "perAt b� row of Zedye
Slope Yories Ft Round S /ope Yories /-o¢m
i1
%4`pe�rlFtMi/l Mulch (by others) %y per. Ft Min 4. /s1op� Forth S /ope
Ex /stripy Glvund
2%i 'A, r. Cone. Race Type I -/
2f" fait Canc. Pave Type I- -/. 4 edge Allowance I. nee
4!z CrushedSrone Base - 4%i Crushed Stohe Bose
- .Gray¢ / �3�se G'rcw�l Base •
Treotvn¢ rot yraries (See Typical Sectiorf) Tieatn7errf Yartes (-see T,•�lp /c4 /.Secriort}
SECTION AT INTERCHANGE SECTION AT INTERCHANGE
FILL OVER '10 FT: LEDGE ' CUT
NOTE S
�ta'Grave� 2 FOOT 1..EFT HAND SHOULDER
- h4u «ter THE FINISH BITUMINOUS _CONCRETE 'SURFACE SHALE BE TREATED WITH
Plfhway 6?"are
steel Beam 0,3 GALLONS BITUMEN (RS -'2) PER SQUARE YARD AND COVERED WITH ;
Fype
3I8" PEASTONE AT A RATE p;' , 5 18S PER SQUARE YARD.
T:?F PEASTONE `SHALL BE PREVIOUSLY TREATED,
WITH
Mulch �' I -1/4 GALLONS SiTUMEN 6MC -0) PER TON OF STONE:
gr OthePS ice/ i l
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PROPOSED SURFACE RTE 128
TOP COURSE 2!/2 -CLASS I BITUMINOUS CONCRETE TYPE I- I , LAID Its TWO COURSES 1-i /4 EACH
[ S COURSE 41/2" CRUSHED STONE PENS- JRATED. WITH 1 -3/4 GALS 81TUMEN(OA` -3 OR OA°-4) PER
° F,�I S.Y. KEYSTONE COVER �
ROOK EQUUINDATION 12' GRAVEL
-- EXISTING RTE 128 WHERE PRESENT ROADWAY S TO 'BE "
Hard Bottom '
RETAINED AS FOUNDATION
GUARD RAIL SECT!0N SHOWING ROCK FILL TOP COURSE I-I /4" TOP COURSE CL ASST' BITUMINOUS CONCRETE TYPE I-1,'OVER A VARYING ' DEP r;
STA.45 75 'T�0''$TA: 52+55 `LT, LEVELING COURSE (MAX 4-1f2 "DEPTH) 'PRESENT SURFACE TO..B;E TREATED WI'Ty1' "(°
SCALE 1 /a °v- I``0" TACK COAT. OF 1/10 G:AI.: BITUMEN (RS' 1) PER S:Y ,
BASE COURSE, OVER `PRESENT ROADWAY SURFACE A '3" MIN`,70'7 1 /2" MAX. OF CRUSHED, STONE G_'1701,_
BASE COURSE PENETRATED WITH I V2 GAL'S. BITUMEN (OA -3 OR OA -4) FOR 15" HICKN �,
catchc stn INCREASED" BY 1/4 GAL PER INCH INCREASE IN' CRUSHED STONE" FOR BASE COURSE
Catch basin 5 ��
.CrontFace catch lG�+sirl FOUNDATION OVER PRESENT ROADWAY 'SURFACE A MIN OF 3 GRAVEL, WHERE USED ;
Of C. f. Fronf Face ^..�
Front Face of C. /. /Z" YA 4 -
L 1r7G
DG I NG AT GRANITE C U R RAMPS, INTERSECTING ROADS
A TYPE `B' BIT, C ®NC, BERMS TOO COURSE 2-1/2' CLASS!` BITUMINOUS CONCRETE PAVEMENT TYPE'h -I LAID IN TWO COURSES'
1 -1/4" TOP; 1 -1/4" BOTTOM.
� T C H BASINS BASE COURSE 41/2 CRUSHED STONE PENETRATED WITH 1- 3/4GALS BITUMEN (OA-3 OR OA -4) PER-
COVER.
FOUNDATION 12 "GRAVEL.
IlZ"
B.M.A. SHOULDERS
Alortar
:TOP `COURSE 2-If 2" CRUSHED STONE PENETRATED WITH 2 GALS `BITUMEN (OA-3 OR OA-4) PE,
Bde'Neen Joinis / %z" Sand SEALED WITH 3/8 GALS BITUMEN (OA -3 OR OA -4) PER SY, PEASTONE COVER
BASE COURSE_ 4 -1/2 'CRUSHED STONE FOR BASE COURSE PENETRATED WITH 1 -314 GALLONS BIT1
(OA -3 OR OA -4)' PER SQUARE YARD, KEYSTONE COVER
o ' n °• • —Class 'C Concrete
r
FOUNDATION 12 GRAVEL .
NO SCALE
'TEMPORARY ROADS_,.WILLIAMS RD. TURNAROUND ACCESS RD. TO FU`
See Detad Rhore TOP COURSE 3° CLASS'f BITUMINOUS CONCRETE` PAVEMENT TYPE'I =f LAID IN TWO COURSES: `1-1 /2'I
I -Ili BOTTOM
. con!. r - e /�' pnc. FOUNDATION 12'; GRAVEL.. PENETRATED WITH 1/2 GAL. BITUMEN (MC -1)" PER S.Y.
Crushed Stone ;., n Crushed stun
:' a, D BITUMINOUS CONCRETE `WALKS
4. 6 "C /ass 'C "Conc. ✓ Grare! 1* P'COURSE 2" CLASS `1' BITUMINOUS CONCRETE FOR SIDEWALKS
FOUNDATION 6" GRAVEL
GRANITE RUBBLE BLOCKS
AT ENTRANCE„ RAMP. (WHERE EXISITING, IS NOT SEp
2 LOAM "OVER 4 PEAT.OVER 6�� IN. NON LEACHING MATERIAL
NO SC A L- E F ,.C}F'E— TREATMENT
kF TER MEDIAN IS LOAMED UTILIZE AVAILABLE LOAM ON ISLANDS AT IN' ERCLI
THEN ON CUT AND FINALLY ON 4 "1 OR " FLATTER FILL SLOPES UNTIL. ALL, AVA
LOAM IS DEPLETED USE PEAT BORROW AS :REQUIRED.
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