HomeMy WebLinkAboutCON-106-22BITUMINOUS • •" COURSE
T BITUMINOUS CONC. BINDER COURSE
BITUMINOUS CONCRETE BASE
DENSE 'et t CRUSHED STONE
i `" a it ' • : • "'!
SCALE 1 1 /2 " -r-o"
BRICK PAVERS
HAIR TIGHT, BUTT JOINT
SWEPT FULL W/ STONE DUST
3/4" BITUMINOUS SETTING BED
X CONIC. SLAB WITH W.W.M.:
6 x 6, W29 x W29
8" COMPACTED GRAVEL BORROW
UNDISTURBED OR COMPACTED SUBGRADE
1 1/2" - 1'-0"
2
BRICK PAVERS, 12
5049
3/4" BITUMINOUS SETTING BED
cQl
p �o
' p
p a 4" CONC. SLAB W/ W.W.M.;
0 06t) 6" x 6 ", WI x W29
o p
O o �o
�Qo o p — 8" COMPACTED GRAVEL BORROW
=1 11= I f =1 I
[--I I 1 =11 1=1 I I
111 711, 11111, 111 mill '1 11 1 111
t
SCALE 3" -Y-W
t •:.t s• • -• :t sat.
A
.•
HAND TIGHT, BUTT JOINT
SWEPT FULL W/ STONE DUST
W.W.M.= 6" x 6% WA x WA
3/4" BITUMINOUS SETTING BED
PRECAST CONC. PAVERS,
HERRINGBONE PATTERN
VARIES, SEE GRADING PLAN
EXPANSION MATERIAL 8
BRICK PAVERS
12
GRANITE CURB
COMPACTED GRAVEL BORROW
DRY PLACED • ♦2
MAINTAIN : ' GRAVEL ALL
♦•• t
• "d t : •eti
s� • e � d � a ® a � a ! .1
SCALE 1 " =1' -0"
mollawlikag
SCALE 3/4" -1`-0"
Ch �
m
SCALE 1 " -1`-0"
BRICK PAVERS, SEE 2
12
NEW OR SALVAGED GRANITE CURB, SAWN TOP,
SPLIT FACE ALL EXPOSED SIDES.
VARIES, SEE GRADING PLAN
BITUMINOUS CONCRETE, SEE
12
DRY PLACED •. •
MAINTAIN : GRAVEL ALL AROUND
COMPACTED •a BORROW
COMPACTED yet
CONCRETE PAVERS 12
BITUMINOUS CRETE PAVING,@
i2
EXPANSION MATERIAL
FLUSH GRANITE CURB
DRY PLACED CONCRETE=
MAINTAIN 8' GRAVEL ALL AROUND
COMPACTED SUBGRADE
n
• t •�i i i' •' : • t
wy
c
C
EMERY PARK IN DEPOT SQUARE
STATE
FED. AID. PROD. NO
FISCAL
SHEET
TOTAL
YEAR
NO.
SHEETS
MASS.
STP OOOS {139 }X
1998
1 12
1 22
PROJECT FILE NO. 602353
TYPICAL PLAN VIEW '" I
TYPICAL MISS SECTION
a s
• CUT
r�
L` % SCALE 3/8" - TI
< CV < 1/2"
p . f
a4+—< 4
SITE DETAILS
TYPICAL FOLD LINES,
SMOOTH E CONTINUOUS,
DO NOT CUT PAVERS
FLUSH CURB, 12 � SIM.
TRANSITION CURB, SEE
GRADING PLANS FOR LENGTH
BITUMINOUS CONCRETE,
12
TRANSITION CURB,
12
FLUSH CURB, SiM
12
SIDEWINGS AT 1 :12 MAX. SLOPE
BRICK PAVERS
12
COMPACTED GRAVEL BORROW
COMPACTED SUBGRADE
vv I G- r-VLK PAS= WITH SUFFICIENTLY ROUNDED
TRANSITIONS SO AS TO ENSURE A SMOOTH SURFACE
AT THE BRICK LAYER.
PAVEMENT VARIES, SEE PLANS
TOOL SEALANT TO SLIGHTLY CONCAVE PROFILE
SPECIFIED SEALANT, MINIMUM 1/2" DEEP
BACKER ROD, AS SPECIFIED
PREFORMED TEAR OFF JOINT FILLER, SEE SPECIFICATIONS
CONCRETE BASE
1/2" X 24" STAINLESS STEEL DOWEL AND 13" GREASED
SLEEVE, ONE SIDE. DOWELS PLACED 18" O.C.
NOTE: EXPANSION JOINTS REQUIRED 20' O.C.
UNLESS OTHERWISE SHOWN ON LAYOUT SHEET #5.
EXPANSION JOINTS REQUIRED WHERE CONCRETE
MEETS VERTICAL SURFACES, OR CHANGES IN
MATERIALS. OMIT DOWELS IN LOCATIONS NOTED
EXPANSION JOINT ON DETAIL, AND AS DIRECTED BY ENGINEER.
SCALE 1 "= TI
3' TYP
SCALE 1"- 1'-0"
PAVEMENT VARIES -
• US CONCRETE PAVEMENT
12.' TOP COARSE TO MEET EXISTING
PAVEMENT FROM SAW CUT
filloll mWuL.3111 EXISTING ROADWAY PAVEMENT
R!1!hI!Iii1
I s SAWCUT LINE
INN o s
ae o,r
COMPACTED
g#11III
1 1[= 1['�°l[ r
COMPACTED i
COMPACTED SUBGRAIDE
EXISTING PAVEMENT