HomeMy WebLinkAbout83-1765 - Revised Sheet 40026"-6" I6" REVEALv(TYP)
RIGHT SIDE TRANSITION
* TOLERANCE FOR CONSTRUCTION f0.5%
OBLIQUE VIEW
WHEELCHAIR RAMP 3+02.7 LT
SCALE: NOT TO SCALE
DATE MAY 2006
DWG: WCR-03
CULVERT WINGWALL (SEE
CULVERT DETAILS)
a. a 4
a 4
a � a
4 a
a a'
a a 4
°p ° a 4 '
�Z
HMA WALK Q"� 7.
41, 5% LS OPE
Og �6/ A.
GRAN CURB,
6" REVEAL 7>_g
LEFT SIDE TRANSITION
* TOLERANCE FOR CONSTRUCTION t0.5%
MEET EXIST WALK
PROP HMA
WALK
REVISED SHEET 4 OF 11
44 SHEET 6 OF 11
9r-10"
N
%6" DIA HOLES (TYP) 3" 1"-0"
m— ° END OF
0 0 0 0 0 0 ° ° ° TIMBER RAIL
ti 1'-7" 8 SPACES CSD 10" LAG SCREW SPACING 1"—T" 3/4" 3/4" DIA. HOLE
� (AS SHOWN) (TYP) a ,
x1Ya" BOLT SLOT (TYP)
Steel Dail Detail /a"
6"x 3/8"x9"-10" RAIL Steel Splice Plate Detail
6"x% x3" -Orr
5/"x 8" CARRIAGE BOLT W/
HEX NUT & WASHER (TYP) Yz„ 8%_ 3” 3"" 5" 6"x10"x9r-11%"
RAIL TIMBER
6" '" 81/4"
TIMBER RAIL
W/45' CHAMFER
a
STEEL RAIL 5/a"" DIA x 4" LAG N
(SEE DETAIL) SCREW (TYP.) n
STEEL SPLICE PLATE � 5"' DIA x 1Yz"
6""J6" +I DEPTH RECESS
5/a"x10Yz"" CARRIAGE BOLT W/ --- 10""x12"x7'-O" POST M
HEX NUT & PLATE WASHER TIMBER ® 10"-0"" O.C. N POST 2x6 WOOD RAIL BACKING
(WHERE SIDEWALK IS
Post Connection Detail - Top View CURB—\
BEHIND RAIL)
�A TIMBER RAIL L 5/a"x 4" CARRIAGE BOLT FLUSH
W/ FACE OF RAIL (TYP)
I I A
GRAN CURB
5'-0" 6'-6" 6" REVEAL-
--A-
EVEAL-
--A- B
OBLIQUE VIEW
F
GRAN CURB
6" REVEAL
PROP HMA ROADWAY
WALK
VARIES (SEE
ALIGNMENT PLAN)
SECTION B—B
WHEELCHAIR RAMP 3+97.9 LT
I SCALE: NOT TO SCALE
DATE MAY 2006
DWG: WCR-03
0 0 0 0 0 0
° °
0 0 0 0
STEEL RAIL PLATE WASHER
STEEL SPLICE PLATE POST GROUND
4A
Post Connection Detail - Elevation
I
Section A -A
Notes:
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
I SCALE: NOT TO SCALE
I 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 V DEEP (TYP. OF 2).
LENGTH AS SPECIFIED /
ON PLANS
CONCRETE BLOCKS AND
RISERS, AS NEEDED
4" 3/8" CRUSHED,
DOUBLE
WASHED STONE FILTER FABRIC
4' (MIN.) 4' 4' 4' (MIN.)_
-1 71, 12" S�,HDPE PIPE
:��•7i w w w w w w w w w w w w w •••.m
•.
4g••",' w w w w w w w •� i�
Tyy� w w w w w w w w w w w w w hti�
AROUND ALL PIPE O.•
1-1/2- CRUSHED,
�•.•.; w w w w w w w w w w� w w •••f
�'DOUBLE WASHED
AS SPECIFIED
ON PL 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
Inn nus Inntl nuu Innit Inn au Innrn nu�'In� lit
_
- • ti. Y - Wil. -
- Y r}
..
4
w.
PERMASTRIP BLACK DURA—FLEX
ALUMINUM EDGING (TO BE
INCLUDED
COMPACTED
BID PRICE FOR STONE
DUST)
SUBGRADEIN
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
12" MODIFIED ROCKFILL
IN
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.
\\mawatr\te\08977\cad\te\plonset\08977det.