HomeMy WebLinkAbout83-1765 - 4 - Construction DetailsHMA BERM
GRANITE CURB
TRANSITION PIECE
(MACHINE CUT) —
4'-0"
6'-0"
VERTICAL GRANITE CURB
GRANITE CURB
TRANSITION PIECE
I SCALE: NOT TO SCALE
I DATE: APRIL 2003
DWG: CURB -07
SILT FENCE
TS
N CENTER
77
s°
:A
2"x2"x3'
STAKES (2) PER BALE
IHAY BALES BUTT
TOGETHER
SILT FENCE
F
v alr
A
PROTECTED
IP OF AREA,IL
;OUND� Il` I Al WOOD POS'
NATIVE
SOIL
FRAME SET IN FULL
BED OF MORTAR;ADJUST
TO GRADE WITH BRICK —
MH FRAME & COVER (PER
TOWN OF YARMOUTH STANDARDS)
/---CONCRETE BLOCK RISER
9'-10"
8" 3" 3" 5-
0 0 0 0 0
cD o
0 0 0 0 0 0
1"-7" 8 SPACES ® 10" LAG SCRE'
1yt61" DIA HOLES (TYP) iv
0 0 0 0 0
0 END OF 7
0 0 o TIMBER RAIL
N SPACING 1'-7"' 3/a"
(AS SHOWN) (TYP)
Steel Rail Detail
FINISHED GRADE 6"x 3/a"x9'-10" RAIL
Lu a REMOVE 24"
C'4 ¢ DIA. COVER
~ 4'-0"
`1 DIA.
FOUR 12" DIA.
CO KNOCKOUTS
"a SURROUND WITH
3'-0" I FILTER FABRIC
CRUSHED
STONE c , ., , ,, SURROUND WITH
(M2.01.2):l� ���1��!;��!%��������������!i�� ����! �!� 1/4" HARDWARE
3 —0 CLOTH
(TYP)
FIRM SUBGRADE
4' LEACHING BASIN
SCALE: NOT TO SCALE
S—STD.
H—STD. H92
CROSS SECTION PLAN VIEW
CONSTRUCTION NOTES:
1. FILTER CLOTH SHALL BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES AND POSTS
SHALL BE SPACED EVERY 10 FEET.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY
6 INCHES AND FOLDED.
3. ENTRENCH SILT FENCE BUT NOT HAY BALES.
4.INSPECTIONS SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS
NEEDED, OR WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF FENCING.
HAY BALE
E
EROSION CONTROL BARRIER
SCALE: NOT TO SCALE
(TYP)
DATE: APRIL 2003
6"x10"x9'-11�a"
DWG: EV -04
RAIL TIMBER
HEAVY DUTY
0 0
0
0
0
0
0
00,
PRECAST
0 0
0
0
0
0
0
0 0
„CONCRETE
4
2" CRUSHED d
STEEL SPLICE PLATE—)w
6"
6"
"x10yz" CARRIAGE
DRYWELL
STONE (M2.01.2)
10"x12'x7'-0" POST
0 0
0
0
0
0
0
0 0
FA
/_
(HS25-44 LOADING)
0
o
Do
00
0
0
00
`i
00
0
0
0
0
0
00
0�
"a SURROUND WITH
3'-0" I FILTER FABRIC
CRUSHED
STONE c , ., , ,, SURROUND WITH
(M2.01.2):l� ���1��!;��!%��������������!i�� ����! �!� 1/4" HARDWARE
3 —0 CLOTH
(TYP)
FIRM SUBGRADE
4' LEACHING BASIN
SCALE: NOT TO SCALE
S—STD.
H—STD. H92
CROSS SECTION PLAN VIEW
CONSTRUCTION NOTES:
1. FILTER CLOTH SHALL BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES AND POSTS
SHALL BE SPACED EVERY 10 FEET.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY
6 INCHES AND FOLDED.
3. ENTRENCH SILT FENCE BUT NOT HAY BALES.
4.INSPECTIONS SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS
NEEDED, OR WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF FENCING.
HAY BALE
E
..• Mrs
%"x 8" CARRIAGE BOLT W/y2"
EROSION CONTROL BARRIER
SCALE: NOT TO SCALE
(TYP)
DATE: APRIL 2003
6"x10"x9'-11�a"
DWG: EV -04
..• Mrs
%"x 8" CARRIAGE BOLT W/y2"
HEX NUT & WASHER
(TYP)
gs/a" 3"3"" 5"
6"x10"x9'-11�a"
RAIL TIMBER
w
w
STEEL RAIL"
f7SCREW
DIA x 4" LAG
(SEE DETAIL)
(TYP.)
STEEL SPLICE PLATE—)w
6"
6"
"x10yz" CARRIAGE
BOLT W/
10"x12'x7'-0" POST
HEX NUT & PLATE
WASHER
TIMBER ® 10"-0" O.C.
Post Connection Detail - Top View
FA
/_
TIMBER RAIL
OI 0 C 0 I I o o 0 lO
STEEL RAIL) \— PLATE WASHER
STEEL SPLICE PLATE POST GROUND
4A
_L/�_L
Post Connection Detail - Elevation
STONE DUST SURFACE
(2-2" COURSES)
COMPACTED GRAVEL BASE
FINISH GRADE
TIMBER RAIL
W/45' CHAM
NPOST
YARMOUTH
NORTH DENNIS ROAD
CONSTRUCTION DETAILS
SHEET 4 OF 7
3'-0"
3" 3"
0 0 0 o jr
0 0 (0
0 0 0
DIA. HOLE
3/4"x1Ya" BOLT SLOT (TYP)
Steel Splice Plate Detail
6"x%"x3"-0"
I
LT
Section A -A
Notes:
5 DIA x 1Y2"
DEPTH RECESS
2x6 WOOD RAIL BACKING
(WHERE SIDEWALK IS
BEHIND RAIL)
%"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
�— PERMASTRIP BLACK DURA—FLEX
ALUMINUM EDGING (TO BE INCLUDED
COMPACTED IN BID PRICE FOR STONE DUST)
SUBGRADE 112" ALUMINIUM SPIKE
24" ON CENTER
STONE DUST PATH
I SCALE: NOT TO SCALE
S—STD.
H—STD.
4:1 MAX SLOPE ON
LOAM OR GRAVEL -
3:1 MAX SLOPE
(EXCEPT NW SLOPE).
24" O
EXIST GROUND y
12" MODIFIED ROCKFILL
12" MIN
* 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
I S—STD.
H—STD.
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