HomeMy WebLinkAbout83-1765 - Revised Sheet 4b —b.�
6" REVEAL (TYP)
RIGHT SIDE TRANSITION
* TOLERANCE FOR CONSTRUCTION f0.5%
OBLIQUE VIEW
WHEELCHAIR RAMP 3+02.7 LT
SCALE: NOT TO SCALE
I DATE MAY 2006
DWG: WCR-03
CULVERT WINGWALL (SEE
CULVERT DETAILS)
0
a a B MEET EXIST WALK
a Q HMA WALK
d p —
Q n L
a a
GRAN CURB
Q a a a a 6" REVEAL
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HMA WALK Qv f �v
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7.57- SLOPE
GRAN CURB,
6" REVEAL 7'-81,
LEFT SIDE TRANSITION
* TOLERANCE FOR CONSTRUCTION f0.5%
MEET EXIST WALK
FPROP HMA
WALK
REVISED SHEET 4 OF 11
" SHEET 6 OF 11
Mom#
8" 3" 3"' 5"" ty8" DIA HOLES (TYP)
I I
t'7 0 0 ° 0 0 Cr 0 0 0 0 0
° END OF
TIMBER RAIL
8 SPACES ® 10" LAG SCREW SPACING 1"-7'" 3/a
(AS SHOWN) (TYP)
Steel Rail Detail
6"x %"x9'-10" RAIL
%"x 8" CARRIAGE BOLT W/
HEX NUT & WASHER (TYP) Y 83/4" 3" 3" 5" 6"x10"X9'-113/4"
RAIL TIMBER
STEEL RAIL �5/8' DIA x 4" LAG
(SEE DETAIL) SCREW (TYP.)
STEEL SPLICE PLATE
6"
%"x10Yz"" CARRIAGE BOLT W/ 10"x12""x7'-0" POST
HEX NUT & PLATE WASHER TIMBER @ 10"-0" O.C.
Post Connection Detail - Top View
(*A TIMBER RAIL
I I ,
GRAN CURB
5'-0" 6'-6" 6" REVEAL -
-A� B
OBLIQUE VIEW
FGRAN CURB
6" REVEAL
PROP HMA ROADWAY
WALK
VARIES (SEE
ALIGNMENT PLAN)
SECTION B -B
WHEELCHAIR RAMP 3+97.9 LT
SCALE: NOT TO SCALE
DATE MAY 2006
DWG: WCR-03
° O 0 ° ° 0
° °
° ° ° 0
STEEL RAIL—/PLATE WASHER
STEEL SPLICE PLATE POST GROUND
4A
_w_
Post Connection Detail - Elevation
TIMBER RAIL
W/45' CHAMFER
+I
to
N POST
CURB—\
3" 1'-0" 3"" 3""
0 0 O ° 7
° 0-
0 0 0
`—%" DIA. HOLE
3/a"x1Ys" BOLT SLOT (TYP)
Steel Splice Plate Detail
6"x33"x3'-0"
a
\5"'DIAx1Yz"
DEPTH RECESS
] 2x6 WOOD RAIL BACKING
(WHERE SIDEWALK IS
BEHIND RAIL)
Section A -A
Notes:
3/8 x 4 CARRIAGE BOLT FLUSH
W/ FACE OF RAIL (TYP)
1. TIMBER RAILS AND POSTS SHALL BE PLANED ON THE FACE
AND TOP AND THEN PRESSURE TREATED.
2. STEEL RAILS, SPLICE PLATES, BOLTS. SCREWS, NUTS AND
WASHERS SHALL BE GALVANIZED.
3. AT END POSTS, PROVIDE FULL COVERAGE OF POST FACE
WITH TIMBER RAIL AND SPLICE PLATE.
STEEL—BACKED WOOD GUARDRAIL
SCALE: NOT TO SCALE
DATE MAY 2006
DWG: WCR-03
NOTES:
1. IF STRUCTURE IS INSTALLED UNDER
PAVEMENT, FILTER FABRIC SHALL EXTEND TO
SIDEWALLS. MANHOLE FRAME AND COVER WITH 1" VENT HO
2. ALL HOLES AND KNOCKOUTS SHALL BE IF APPLICABLE, OR CATCH BASIN FRAME AND RATE
MORTARED FLUSH WITH STRUCTURE SURFACE OR PRECAST 34" DIA. x 8" THICK CONCR COVER
BOTH INSIDE AND OUTSIDE. BURIED 1' DEEP (T
LENGTH AS SPECIFIED
ON PLANS
CONCRETE BLOCKS AND
4" OF 3/8" CRUSHED, RISERS, AS NEEDED I ( ( I
DOUBLE WASHED STONE FILTER FABRIC
PRECAST LEACH GALLEY NIC
SCALE: NOT TO SCALE
S—STD.
H—STD. H2O
HMA BERM
GRANITE CURB
TRANSITION PIECE
(MACHINE CUT) —
YARMOUTH
NORTH DENNIS ROAD
CONSTRUCTION DETAILS
SHEET 4 OF 11
4' -0"
6'-0"
VERTICAL GRANITE CURB
GRANITE CURB
TRANSITION PIECE
SCALE: NOT TO SCALE
DATE: APRIL 2003
DWG: CURB -07
/ STONE
DUST SURFACE
(2-2"
COURSES)
MINE
COMPACTED GRAVEL BASE
�• IPE
FINISH GRADE
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PERMASTRIP BLACK DURA—FLEX
ALUMINUM EDGING (TO BE
INCLUDED
COMPACTED
D
BID PRICE FOR STONE
DUST)
SUBGRADE
12" ALUMINIUM SPIKE
24" ON CENTER
AROUND ALL PIPE O.D.
,—fes%•���
•�••i�•
�DOUBLE WASHED
•�•i�i��i:•�Y%i�,
•••i •
STONE
PRECAST LEACH GALLEY NIC
SCALE: NOT TO SCALE
S—STD.
H—STD. H2O
HMA BERM
GRANITE CURB
TRANSITION PIECE
(MACHINE CUT) —
YARMOUTH
NORTH DENNIS ROAD
CONSTRUCTION DETAILS
SHEET 4 OF 11
4' -0"
6'-0"
VERTICAL GRANITE CURB
GRANITE CURB
TRANSITION PIECE
SCALE: NOT TO SCALE
DATE: APRIL 2003
DWG: CURB -07
/ STONE
DUST SURFACE
(2-2"
COURSES)
COMPACTED GRAVEL BASE
FINISH GRADE
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PERMASTRIP BLACK DURA—FLEX
ALUMINUM EDGING (TO BE
INCLUDED
COMPACTED
D
BID PRICE FOR STONE
DUST)
SUBGRADE
12" ALUMINIUM SPIKE
24" ON CENTER
STONE DUST PATH (NIC
SCALE: NOT TO SCALE
S—STD.
H—STD.
4:1 MAX SLOPE ON
LOAM OR GRAVEL -
3:1 MAX SLOPE
(EXCEPT NW SLOPE) -
24"
EXIST GROUND Y
12" MODIFIED ROCKFiLL
12" MIN --►I �—
* ON NW SLOPE GRADE TO MEET EXIST AT
LIMIT OF GRADING SHOWN ON GRADING PLAN.
SLOPE SHALL BE AS UNIFORM AS POSSIBLE.
PROPOSED ROCKFILL SLOPE
SCALE: NOT TO SCALE
S—STD.
H—STD.
,
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