Thecommotlwealthof h4assacllllsetts
wii
F.Weld
Governor
Argeo P. celllleci
Lieutenant Governor
James J. Kerasiotrs
Secretary of Transportation
Laurinda T. Bed&field
Commissioner
hepand by
‘be Massachusetts Highsay Department
1996
Argeo Paul Cellucci
Lieutenant Governor
James$J;;siotes
Laurinda 1 Bedingfield
Commish7er
Office of the Commissioner
February 1996
Dear Reader:
The Massachusetts Highway Department serves one of the broadest and most
important functions in state government. The highway and bridge program supports and
promotes the growth of the Massachusetts economy in a variety of ways. We are committed
to quality in all of our endeavors.
The 1996 Massachusetts Highway Department Construction and Traffic Standard
Details - Metric Edition has been designed as part of the Weld - Cellucci Administration’s
and MassHighway Department’s commitment that the Infrastructure of Massachusetts be
retrofitted,
revolutionq
and reu& to meet the challenges of the New World Economy as
well as the needs of the 21st Century.
The new metric edition incorporates
both construction and traffic details in one
manual. These standard details have been revised to insure that the highest quality of
important highway and traffk elements are attained in both design and construction. Please
take special note that while signs must be designed and specified .in metric units, all sign
legends are to remain in English units.
I hope that every reader finds the Construction and Traffic Standard Details- Metric
Edition to be a valuable tool and reference. Since Teamwork and Partnership are Standards
of MassHighway, I invite you to participate, to comment and to be part of our
Commonwealth’s continual improvement.
Sincerely,
Laurinda T. Bedingfield
Commissioner
-
Massachusetts Highway Department l TenPark Plaza, Boston, MA 02116-3973 l (617) 973-7800
1
EXAMPLE
DRAWING
201.1.0
NUMBER
? ci
1
1
f
SECTION NUMBER (1.2.3.4
OR 5)
(100,
200. 300. 400 OR 500 SERIES)
SECTION 1 (100 SERIES)
HIGHWAY DESIGN AND PAVEMENT DETAILS
SECTION 2 (200 SERIES) - - - - - - DRAlNAGE
SECTION 3
CEMENT
SECTION 4
HIGHWAY
I
-
-
-
-
-
-
-
-
J
(300 SERIES)
CONCRETE,
MASONRY STANDARDS
(400 SERIES)
GUARD RAIL AND FENCES
SECTION 5 (500 SERIES)
MISCELLANEOUS
CATEGORY IN SERIES:
01 FOR CATCH BASINS
02
03
FOR MANHOLES
FOR DROP INLETS.
DRAWING
NUMBER
IN EACH
-----------_-_
J
ETC. 1
CATEGORY
AUXILIARY DRAWING NUMBER:
A NUMBER OTHER THAN ZERO WILL APPEAR IN THIS
POSITION WHEN IT IS SUBSEOUENTLY
NECESSARY TO
ONE OR MORE ADDITIONAL DRAWINGS BETWEEN TWO EXISTING
DRAWING NUMBERS
IN THE SAME CATEGORY.
----_-_--
DATE
w!i#rwbw
OF ISSUE
g/22/95-
KEY TO NUMBERING
SYiTEM
DRAWING
NUMBER
KEY1
DRAWING
.,NUMBER
DESCRIPTION
SECTION 1
HIGHWAY DESIGN AND PAVEMENT
DETALS
. 106.1.0
. 104.1.0
.................
CONCRETE
BERM - TYPE A, BITUMINOUS
..........
BITUMINOUS
CONCRm
LAYERS - METHOD OF STEPPING.
BITUMINOUS
CONCRETE - SAW CUT JOINTS
OVER JOINTS IN CEMENT CONCRETE PAVEMENT .............
.............
OVER TRANSVERSE JOINTS AT BRIDGE ABUTMENTS
. 104.1.1
. 104.1.2
CURB
BITUMINOUS
GRANITE EDGING
MmHOD
OF
MUCK - LIMIT
......................
METHOD OF SmNG
CONCRm.
MRTICAL.
. 106.2.0
. 106.3.0
...............
....................
SETTING
OF EXCAVATION .....................
. 106.5.0
. 101.1.0
....
PAVEMENT (RUMBLE)
SCORED CONCRETE PAVEMENT AT RAMPS ................
........................
ROCKCUTSECTIDN.
...................
SLOPES - METHOD OF ROUNDING.
_ 105.2.0
. 102.1.0
. 103.1.0
WHEEL CHAIR RAMPS
..
.....................
WHEELCHAIR
RAMP NOTES
CEMENT AND BITUMINOUS
CONCRETE RAMPS
..................
LESSTHAN~S~~SIDEWALK.
. 107.1.0
. 107.2.0
BRICK. CEMENT AND BITUMINOUS
CONCRETE RAMPS
3.52mANDUPSlDEWALK.
...................
BRICK WHEELCHNR
RAMP DETAlL ....................
.................
PAIRED WHEELCHAIR
RAMP CONDlTlpN
WHEELCHAIR
RAMP - FOR LIMITED R.O.W. AREAS WITH
ONE CONTINUOUS
DIRECTION
OF PEDESTRLAN
. 107.3.0
. 107.4.0
. 107.5.0,
..........
TRAVEL
. 107.6.0
DRIVEWAYS
.....................
1.2mTD1.6mSIDEWALK.
...........
1.525 m MIN. SIDEWALK 600 mm CURB CORNERS
.....
: ...........
STANDARD DRIVES - RESIDENTLAL.
CURB TRANSITION LENGTHS FOR WHEELCHAIR
RAMPS ...........
RAMP LENGTH FOR SIDEWALK WIDTH AND PROFILE GRADE
OX GRADE - 5X GRADE .................
.
.
.
.
107.10.0
-
107.7.0
107.6.0
107.6.1
107.9.0
107.15.0
SECTION 2
DftAlNAGE
CATCH BASIN
LOCATION OF.
.
CONCRETE BLOCK
.
PRECAST CONCRETE.
PRECAST
CONCRETE
.
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TUB .
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_ _ .
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TABLE OF CONTENTS
.
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.
. 201.1.0
.
.
.
.
.
.
.
.
. 201.3.0
. 201.4.0
.
.
.
.
. 2015.0
DRAWING
NUMBER
DFSCRIPTION
SECTION 2 - CONTINUED
DRAINAGE
CATCH BASIN (CONTINUED)
COLLARS - CONCREI-E.
FRAME
GRATE
.......................
202.9.0
............................
.201.6.0
CASCADE
.......................
lYPE A-l
..........................
TYPEA-3.
.:.
...............
.......
HOOD
.....
.‘.
.......................
CULVERT - REINFORCED
CONCRETE BOX
.............
DROP INLET
TYPE ‘A- CEMENT CONCRETE. lYPE ‘B
CONCRETE BLOCK ..........
TYPE ‘Af
CEMENT CONCRETE.
lYPE ‘Bf
CONCRETE BLOCK FLUSH
lYPETHRaA?S
.........................
lYPE ‘C’
CONCRETE BLOCK
..................
TYPE ‘Cf
CONCRETE BLOCK. FLUSH TE’
THROAT
............
TYPE “D” PRECAST CONCRErE
i .................
...
TYPE ‘Df
PRECAST CONCRETE.
FLUSH tYPE THROAT .....
FLUSH lYPE THROAT DEW-S
FOR lYPES ‘Cf
& ‘DF...........
EROSION CONTROL ......................
GUllER
INLET
CONCRETE BLOCK
. . . . . . . . . . . . . . . _ -.
LEACHING BtsdN
CONCRETE
BLOCK
.
. . . . . . . . . . . .
DRY SiONE MASONRY.
. . . . . . . . . . .
MANHOLE
CONCRETE BLOCK - PIPES UP TO 1 METER DLAMETER
3 METERS OR LESS IN DEPTH.
. . . . . . .
CONCRETE BLOCK - PIPES UP TO 1 METER DIAMETER
OVER 3 METERS IN-DEPTH
. . . . . . . . .
.
.
FRAME.-TYPEA&COVER.
FRAME -IYPEB&COVER.
.
.
.
.
.
-
207.1.0
201.12.0
- 207.3.0
203.1-O
.203.2.D
203.3.0
203.4-D
203.50
203.6.0
c ...
;
......
210.1.0
.
.
201.9.0
.201.10.1
201.11.0
-
203.7.0
210.3.0
.
.
.
.
.
204.2.0
_ _ .
. _ .
.
.
.
.
.
.
.
.
205.2.0
205.1 .D
.
.
.
.
.
.
_ .
.
.
.
.
.
.
.
.
.
202.2.0
_ .
.
.
_ .
.
.
.
.
202.3.0
.
.
.
_ .
. .
.
.
.
.
.
.
.
.
.
.
.
.
PRECAST CONCRETE - PIPES UP TO 1 METER DIAMETER
3 MErERS OR LESS IN DEPTH.
. . . . . . . . .
SPECIAL MANHOLE - PIPES 900 mm TO 2.13 m DlAM?iER
COLIAR
- C0NCREl.E.
COVER DETAILS
.
.
201.7.0
.
.
.
.
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. .
. .
. .
. .
.
.
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.
. .
. ;
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:
202.4.0
202.5.0
202.9-o
202.8.0
.
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.
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.
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.
.
.
.
.
. . .
_ _ .
202.6.0
202.7.0
.
.
.
.
.
.
TABLE ~OF CONTENTS
DRAWING
,NUMBER
DFSCRIF’TION
SECTION 2 - CONTINUED
DRAINAGE
PIPE (CULVERT)
ACCM PIPE (ASPHALT
COATED
UNDER FILL SLOPES
.
DESIGN TABLE
ACCM PIPE . _ . . .
CORREGATED
METAL)
.
.
_ _ _ .
.
.
.
.
.
_ .
_ .
.
.
.
.
.
.
. 206.3-O
.
.
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.
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.
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.
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.
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.
.
.
.
_ .
.
. 206.1 .O
.
.
.
.
.
.
.
.
.
.
.
. 2062.0
.
206.4.0
2065.0
206.6.0
206.9.0
206.8.0
206.7.0
.
.
.
ACCM PIPE ARCH
. . . . . . . .
ENDS (HEADWALL)
FOR PIPE CULVERT
CONCRETE AND FIELD STONE MASONRY
FOR 200 mm TO 750 mm ~ . . .
COMBINATION FOR PIPES UP TO 750
FOR PIPES 750 mm TO 2.1 m
. .
STANDARD MEhL END.
. . . . . .
PRECAST CONCRETE PIPE FLARED ENDS
STONE PIPE ENDS FOR PIPES 600 mm
.
.
.
.
_
_
.
.
.
. .
. .
.
.
_ .
.
.
.
.
.
.
206.11.0
.208.1.0
.209.1.0
_
.
.
. 211.1.0
. 211.2.0
. 211.3.0
RETAINING WALL
CEMENT CONCRETr
. . ; . . . .
CEMENTED STONE MASONRY . . . .
SPECIAL SLOPE -PAVING UNDER BRIDGES
. . . . . . . . . . . . . . . . .
. . . . . _ _ _ . _ . . . _ . . .
. . . . . . _ . . _ . . _ . . . .
_ 302.1.0
. 302.2.0
. 303.1.0
STEPS
.
JOINTS
FOR REINFORCED
SPLASH PAD.
.
SUBDRAIN
.
. .
WATERWAYS
.
.
CONCRETr
. . .
. . .
. . . . .
mm .
. .
. . . . .
. . . . .
.
. . . .
DIAMETER OR
PIPE 300 mm 7 600
. . . . . . . . .
_ _ . _ _ _ . _ .
HALF CIRCLE ACCM PIPE . .
PAVED WAKRWAY AND APRON
PAVED WATERWAY DfTAlL . .
. .
. .
_ .
.
.
.
.
.
.
. .
. .
. .
.
.
.
mm.
. .
. ;
.
.
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.
.
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.
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.
. . . . . . . .
. . . . . . . _
. . . . . . . _
LESS . . . . _ _
.
.
.
.
.
. _ .
_ . .
. . .
_ .
. .
_ .
. _ _ _ _ _ .
. . . . . . .
. . . . . . .
.
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.
.
. .
_ .
. .
.
.
.
.
SECTION 3
CEMENT CONCRETE & MASONRY STRUCTURES
-
CEMENT
CONCRlX
_ .
.
.
.
.
.
.
_ .
.
.
.
.
_ .
. 304.1.0
-
304.2.0
SECTION 4
HIGHWAY GUARD RAIL & FENCES
BARRIERS
MEDIAN BARRIER
MEDLAN BARRIER
-
CONCREK
CONCRETE
(JERSEY
SHAPE).
(F-SHAPE)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. 401.13.0
. 401.17.0
MEDIAN BARRIER MEDIAN BARRIER PORTmE
BARRIER.
CONCRETE
(TALL
.
.
.
_ .
.
.
.
.
THRIE BEAM
. . . .
WALL)
.
.
.
.
. . . . . . . . _ . . . . . . . . .
_ . . . . . . . . . _ _ _ . _ . . .
TABLE OF CONTENTS
.
401.15.0
401.16.0
.401.19.0
.
.
401.16.0
406.2.0
DRAWING
NUMBER
JIFSCRPTION
SECTION 4 - CONllNUED
HIGHWAY GUARD RAIL k FENCES
FENCES
CHAIN UNK
WITH SPWNG
TENSION
WlTH TOP TENSION
WIRE .................
404.1.0
-
CABLE
.....................
WITHTOPRAIL
........................
DETAILS OF CABLE ATTACHMENTS k POST BASES
GATES
........................
MOUNTED ON HIGHWAY GUARD RAIL ..................
C-POST
AND BRACE RAIL DETAILS .............
STEEL PIPE GALVANIZED
..........
STOCK FENCE.
......................
GUARD RAIL
404.3.0
.404.4.0
404.50
.............
404.6.0
404.9.0
.....
408.1.0
........
STEEL BEAM
lYPlCAL INSTALLATION DETAILS ...................
OVERHEAD SIGN PROTECTlON DEMlLS
MEDIAN INSTALLATION AT OPEN WELL BRIDGES
............................
OFFSETTABLES
FOR FLARED ENDS
.................
THRIE BEAM DEMLS
- RAILS. POSTS, BRACKETS
TERMINAL SECTlONS,
..................
‘W
RAIL DETAILS - RAILS. POSTS. BRACKETS
TERMINAL SECETIONS
..........
‘C
(CHARLEY)POSTDETAlLS
........................
-
THRIE BEAM
‘LEADING
AND
‘w-
“LEADING
‘TRAIUNG
END‘
ENr
BEAM
‘LEADING
AND
‘LEADING
‘TRAILING
END.
ENfl
TRAlLlNG
END9
BEAM (TO BE ISSUED)
ON
PROPOSED
ON EXlSTlNG BRIDGE.
ON EXISITNG BRIDGE.
TRAILING
ENDr
ON
.401 .l.O
401.2.0
:: 401.4.0
.401.3.0
401.5.0
-
401.8.0
401.7.0.
...
-
401.8.0
. 401.9.0
.401.10.0
.401 .l 1.0
.401.12.0
.
.401.13.0
402.6.0
..........
..............
402.8.0
............
PROPOSED
ON EXISTING BRIDGE.
ON EXISTING BRIDGE,
BRIDGE.
...
BRIDGE
404.7.0
404.8.0
404.10.0
409.1.0
- 408.3.0
WOOD POST DETAIls
......................
POST INSTALLATION ON CONCRETE
(SPECIAL BASE ANCHORAGE)
......
MODlflED. POST INSTALLATION (STANDARD
IMBEDMENT NOT ,FfXSIELE),
............
TRANSITION ‘W
BEAM TO THRIE
GUARD RAIL ATTACHED TO BRIDGES
404.2.0
402.7.0
402.10.0
-
402.1.0
..........
.................
............
TABLE OF CONTENTS
402.2.0
402.3.0
-
402.50
DRAWING
.liu!wB
DESCRPTION
SECTION 5
MISCELLANEOUS
BOUNDS AND STONE MONUMENTS.
................
MAIL BOX=-RURAL-METHOD
OF SEITINC
..................
RETAINING wu
- NEW SELECTION METHOD .................
RITAINING
WALL - METAL BIN ..................
SIGN - WElUNOS
PROTECTION ACT ....................
STATION AND PROJECT MARKERS - OEMOUNTABLE
TREE WEUS
...........................
..............
TABLE OF CONTENTS
506.1.0
503.1-l
-
-
506.2.0
504.1.0
503.1.0
503.3.0
501.1.0
505.1 .o
.502.1-O
EXISTING
GROUND
LIMIT AND PAYLINE FOR MUCK EXCAVATION
WHEN REFERENCE
SLOPE
INTERSECTS
VERTICAL
LIMIT OF MUCK EXCAVATION
INSIDE OF ‘B
VERTICAL
LIMIT
OF
MUCK
EXCAVATION
LIMIT AND PAYLINE FOR MUCK EXCAVATION
WHEN REFERENCE
INTERSECTS
VERTICAL
LIMIT OF MUCK EXCAVATION
OUTSIDE
VERTICAL
LIMIT
OF
MUCK
SLOPE
OF ‘8’
EXCAVATION
NOTES:
1. ‘B’ - INTERSECTION
OF EXISTING
GROUND AND SLOPE OF EMBANKMENT
2. THE ABOVE METHOD MAY ALSO BE USED TO DETERMINE
THE LIMIT
FOR EXCAVATION
OF OTHER UNSUITABLE
MATERIALS
3. LT. - INTERSECTION
OF TANGENT
x----l----
3NIl
lN3WAWd
XIOtl
3Hl
(INOA3kl
NV’HI
3(IVW 36 1lIM
ss31
SI aim
NAO”S
SIIWll
al3U
SNVld
‘ISNO
lN3WAVd
ON ‘378VAWd
SI 113AOW3tl
A11Wfll3W
SNV,d
N0113llllSN03
3H1 NI ,113 xmbl
3HI AC! Ilm13H
3HI N3HA ‘WLI~
3Hl xl
3HI NM,,,?
3WSSIW3d
S, a7313
3HI NI 3dO-6
NIl,S3(1
NI M3OLI
NO NMOHS
XXM
do1
3HI
Y3Otl
A-IN0 ‘1
:S310N
34, NO NPWHS lVH1
NO jl3HS
WA 009)
,,I NOISN31X3
3”I
II
~0 do1
$2 d0,
METHOD OF ROUNDING
CUT SLOPES
RLIUNDING
TABLE
I
-,.o
LENGTH
OF
*SIDE
SLOPE
XHEDIAN
SLOPE
II
7.5 n
n
SJO
r-F-d--
SLOPE.
METHOD OF ROUNDING FILL
SLOPES
CIRCULAR
EXISTING
6.5
I
IV : 3H SLOPE ROUNDING
I. “HEN ‘0,’ IS’500 nn OR MORE ROUND
AS SHWN IN TABLE ABOVE.
2. WHEN ‘DI’ IS LESS THAN 500 “” ROUND
FULL
n-a
FOR 1V : 2H SLOPE
I
CURVE
GROUND
X “SE
SL!,PE
LENGTHS
1. THE LUHENSIONS
FOR LIMITED
SHOWN
FOR
ACCESS
ROUNDING
WY
OR HIGH
AND FILL
SPEED
RDADWYS.
SLWES
ARE
APPROXl”ATE,
THEY 4RE
TO BE USED
AS G”,DES.
1.0 ”
00
ROAWAY
-+-
50 nn,
MAX.
3-
LAYERED
SURFACE
SHOULDER
AND
2 -
LAYERED
BASE
COURSE
BIT.
-SURF
CONC.
ACE
INC. BASE
2-
LAYERED
SURFACE
AND
2 - LAYERED
--&T
SHOULDER
131T
2-
LAYERED
SURFACE
AND
BASE
COURSE
BASE
CIIURSE
p50 “l
1 MAX.
1 - LAYER
NOTES:
1. ONLY APPLICABLE
STEPPING
METHODS Of THIS DRAWING
ARE TO BE SHOWN IN THE TYPICAL
SECTION Of THE
CONSTRUCTION
PLANS. THIS SHALL BE SHOWN AS A
SEPARATE
DETAIL
AND NOT INCLUDED
ON EACH SECTION.
2. STEPPING
SHALL NOT BE SHOWN ON THE CROSS SECTION
TEMPLATES.
3. ADDITIONAL
MATERIAL
REQUIRED COR STEPPING
SHALL BE
INCLUDED IN ESTIMATED
QUANTITIES.
STEPPING SURFACE
AND’ BASE COURSE LAYERS
2 mm
TO 4 mm
1
I
I
I
I
12mm
TRUING AND LEVELING
..
A
.,.’
i
.
_.
COURSE
,
:
&:
’ _’ : :.;
TRANSVERSE
,.
..
:-.
.d
r
PCC
PAVEMENT
.i.
:’
0
,4.‘
..*
NOTES:
1. WHEN THE TOTAL THICKNESS OF ASPHALT CONCRETE OVER THE EXISTING JOIN EXCEEDS 112 mm.
A 4 mm SAWCUT SHALL BE INCLUDED IN ‘IHE JOINT AS SHOWN TO A MINIMUM DEPTH OF 62 mm
2. PRIOR TO PLACING
THE OVERLAY. ALL JOINTS
M=@@aiww
SALL
BE LOCATED
AND REFERENCED.
TRANSVERSE JOINTS
AT EXPANSION JOINTS
DATE OF ISSUE
g/22/95
DRAWING NUMBER
104.1 .l
SEE DRAWING
APPROACH
104.1.1
SLAB
CONCRETE
;.:*.
:.
..’
,, . . .
DECK SLAB
.A
EXPANSION
;
d
BEARING
NOTES:
1. BEFORE SAW-CUTTING
THE TRANSVERSE JOINT THE CONTRACTOR SHALL LOCATE THE END Of THE
BRIDGE DECK.
SAW-CUlTlNG
MUST TAKE INTO ACCOUNT THE SKEW ANGLE Of THE BRIDGE.
2. ONLY EXPANSION
JOINTS SHALL BE SAW-CUT
AND SEALED.
TRANSVERSE
JOINTS
d
Y
DATE
-lQHwBy
SCORED CONCRETE PAVEMENT
AT RAMPS
OF
ISSUE
g/22/95
DRAWING
NUMBER
1052.0
PAVED
I
SHOULDER
SLOPE OF SHOULDER-
BINDER
BASE
SUBBASE
W!Et~FOR
M+lFlED
’
TblS
DIMENSION
‘?
SEE Tyf’lCAL
BERM THE SLOPE
VARIES
SECTjllNS
WITH
fpR
PENAINS
THE THICKNESS
PRqJECT
CONSTANT
AT 1 (V)
OF THE TOP COURSE
TO 12.5 #I)
AND SLCIP~
IIF
SHOULDER
--r
I
a
VERTICAL
VERTICAL
BACK OPTIONAL
\
BKK
OPTIONAL
r--------
150 “”
R = 150 lln
75’
1
t------250
nn--+
TYPE - I
TYPE - 2
m
SHOULDER
TYPE - 3
VARIES
I
LEVEL
TOP COURSE
METHOD OF SETTING-TYPICAL
m SEE TYPICAL
SECTIONS
FOR ALL
FOR PROJECT.
NOTE:
1. SEE DRAWING 106.1.0 FOR BITUMINOUS
CONCRETE BERM.
TYPES
I
I
TOP COURSE
I
nr*,ncn
,150
k
n”
REVEAL
VERTKAL
EXCEPT
CURB
CEMENT CONCRETE
(SEE NOTE 2)
CLASS
/
GRAVEL
I BIT.
CONC. PAVE
TYPE
I-l
m
BASE COURSE.
SUBBASE
m PROCEDURE
DESCRIBED
HEREIN IS APPLICABLE
ONLY IF CURB IS TO BE SET AFTER BASE AND/OR
BINDER COURSES ARE IN PLACE OTHERWISE
CEMENT CONC. WILL BE ELIMINATED
AND GRAVEL
BROUGHT
FOR
DESCRIPTION,
MATERIALS
AND
CONSTRUCTION
METHOD,
SEE
STANDARD
BOTTOM OF BASE COURSE.
SPECIFICATIONS.
NOTES,
1. CUT NEAT LINE 150nn FROM CURB
REPLACE
WITH CEMENT CONCRETE.
LINE
AND
REMOVE
BINDER,
BASE
AND STONE,
2. ANY DESIGNATED
CEMENT CONCRETE
THAT IS ACCEPTABLE
TO THE DEPT. UNDER
SECTION
M4 OF THE STANDARD
SPECIFICATILINS;
ALL TEST REQUIREMENTS
ARE WAIVED.
BITUMINOUS
CONCRETE
IS NOT TO BE USED AS A SUBSTITUTE.
3. PAYMENT FOR CEMENT
METER OF CURBING.
ON BRIDGES.
CONCRETE
WILL
BE INCLUDED
IN THE PRICE
PER
UP TO
DATE
=@fhWW
OF ISSUE
METHOD OF SE-ITING PRE-CAST
I g/22/95
CONCRETE AND GRANITE EDGING ““‘i”;;$ . .
IdO;.
XVI,
U-V
NOI133S
313lKlNlXl
313WN03
HICIN31
HION3-l
d&2,
dWW
SIlONIklCIlI8
IN3H33
13llWVd
lVlfl31PN3d13d
Hiam
NOIlISNVNI
XW
NOllISNVtJI
3lEVI
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(O’b’LOI
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INON
-
= 38
= 33
%
=
mvn301s
(qvuli
HI9N31
HIWd31
-
‘,
n
33s)
= 141
33s)
s 1SH
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Y
I
39VNIW3
(103 3dOl.S
ssm3
XVH ml
LlNIaNVl
13A31.
-Zj
BRICK, CEMENT AND BITUMINOUS
ye CONCRETE WHEELCHAIR RAMPS
--.I-
%
3.52
m AND UP SIDEWALK
OnTE
OFgT&
omw,NG
NUL(BER
1073.0
t”’
CEMENT CONCRETE
BRICK OR OTHER
ARCHITECTURAL
SURFACE
100 I-I” CEMENT CONCRETE
GRANITE
200 nn GRAVEL
NOTES
1. 1N AREAS OF BRICK SIDEWALKS,
TREATMENTS, CEMENT CONCRETE
RAMP SURFACES.
2. FOR WHEEL CHAIR
CEMENT CONCRETE
OR OTHER ARCHITECTURAL
SHALL BE USED FOR ALL
RAMP DETAILS AND DIMENSIONS
WHEEL CHAIR RAMPS.
SIDEWALK
WHEEL CHAlR
SEE DRAWINGS
FOR
3. FOR BRICK CIR OTHER ARCHITECTURAL
WALK SURFACES, ANY VARIATION
EXCEEDING 6 nn SHALL BE CORRECTED AND BROUGHT TO GRADE.
4. FOR BRICK WALK SURFACES
AND SHALL BE MORTARED
JOINTS
SHALL
BE 8 rm TO 10 nn WIDE
CURB
THE ~OLLDVING
CRLISSYALK
PLAN
MUST BE USED FOR ALL
INTERSECTIONS.
ijl
,LLLLLLLLLLLLLii&tjliLi(-LLLL’
p-~LLLLLLLLLLLLu-LLLLL
i+L
LAIR
LLLLLLLLLLLLL!
I
I
I
I
LLLLI
LLLLLLLLLLLSIDDYM-LLLL
FLUSH
FURTH
TANGE
I
/
WHEELCHAIR
RAl4PS
/
--II1.0 ”
DATE OF ISSUE
-
PAIRED WHEELCHAIR
RAMP CONDITION
S/16/96
ORAWING NUMBER
107S~O
.\
~,.,.,.
,!
WHEELEHAIR
RAMP
FOR LIMITED RIGHT-OF-WAY
AREAS
WITH ONE CONTINUOUS
DIRECTION OF
PFDFSTRIAN
TRAVFI
DATE
OF
ISSUE
5/l
DRAWING
6/96
NUMBER
107d3~0
NM
0’2
,a.....u --_-
‘7
I
4.9 n MIN.
HD3i SIDE 1RANSlllUN
LEGEND
v = SIDEVALK
’
WIDTH
V = 1.52f n MIN.
, 300 pin TO LO n
91s nn MIN.
APRON
LANDING
I
CC = IOD nn
RC q 60 nn
SECTlON
B-B
LOV SIDE TRANSITION
2.0 ” MIN.
CiRAtiITE CURB
EDGE OF ROADVAY
Is0 nn
R
T”s
HSL
=
=
=
=
REVEAL IN mm
ROADWAY PROFILE GRADE (% OR DECIMAL:
TRANSITION SLOPE (% OR DECIMAL: m/m)
HIGH SIDE TRANSITION LENGTH (METERS)
ROADWAY
PROFILE GRADE
HIGH SIDE
TRANSITION LENGTH
%
G
I
I
n
1
nno
f-l n1
I
I
1
L
“.“L
I
3
4
!i
0.03
0.04
n ns
I
HSL
R
-.--
=
=
HSL
METERS
TS=0.075
HSL
METERS
TS=0.080
7~1X’lfl
i.875
-.-v-
7
7r-lR
L.ILI
3.333
4.286
6 nnn
\“5/o’;;MTS-G)
2.143
2.500
3.000
3.750
5 nnn
I
It
i
m/m)
HIGH SIDE SLOPE
FOR ROUNDED LENGTH (0.1
7.5% DESIGN SLOPE
ROUNDED
HIGH SIDE
ACTUAL
SLOPE LENGTH SLOPE
2.0
2.3
2.7
3.3
4.3
6.0
8.0% DESIGN SLOPE
ROUNDED
HIGH SIDE
ACTUAL
SLOPE LENGTH
SLOPE
0.075
0.075
0.076
0.075
0.075
0.075
ACTUAL SLOPE FOR ROUNDED
m)
1.9
2.1
2.5
3.0
3.8
5.0
LENGTH
= (R/l
0.079
0.081
0.080
0.080
0.079
0.080
OOO)/HSL+G
R (CURB
STATE
YIN.
REVEAL)
=
15D
mm
1.375
0.200
l.Boo
1.0
I.700
1.700
1.700
I.700
l.Boo
1.600
l.Boo
l.Boo
0.2oD
1.700
~~~~
~~~ ~~ ~~~~~~
O
l.BoD
1.700
RAMP LENGTH FOR SIDEWALK
WIDTH AN!) PclfOF&LE GRADE
8ltlm-
1.800
MT’“%‘=
DRAWING
NUMBER
107.10.0
wNluLwLANOING
WloTH-
I
R(cuFml?mEu)
-
PERFcFcuLAR
SloiwAvc
1.50%
ADA YIN.
1.450
1.475
I.500
1.525
1.550
1.600
1.650
1.700
1 .?W
I.600
1.650
1.9W
1.950
::kE
2.100
2.1M
2.200
2.250
2.x0
2x50
2.400
2.4Sa
2.500
2.SSo
2.900
2.9SO
2.7W
2.7SC
I-
=4!i-
:I%
2.900
2.950
3.oQo
3.050
3.100
3.150
5.200
3.2SC
3.3w
o.wo
0.100
0.100
O.lW
o.,w
=r
0.200
0.200
o.zw
0.2w
0.300
0.300
0.3Qo
o.*w
0.400
o.wo
0.5w
0.600
o&w
0.7oQ
0.700
o.wn
0.600
0.900
0;9w
l.m
l.ow
1.100
1.100.
1.2w
1.200
1.300
1.60%
o.wo
0.100
o.tw
0.100
O.lW
0.2w
o.zoa
0.2w
0.2w
0.300
0.300
o.wo
0.400
0.400
0.500
o.!so
0.600
0.600
0.700
0.700
0.600
0.600
0.9w
0.900
1.ooo
1.ooo
1.100
1.100
1.200
1.200
1.300
1.22
15omm
m
c
HIGH
FuMd7.E~ml
CROSS SLOPES
l.Soz
o.ow
O.lW
0.100
0.100
O.lW
o.zLm
0.200
0.200
0.200
0.300
0.300
0.300
0.400
0.400
o.!an
osoo
0.600
0.600
0.700
0.700
0.600
o.wo
0.9w
0.900
1.w6
l.wn
1.100
1.100
1.2w
1.200
1.300
1.90%
0.000
0.100
O.lW
0.100
o.tw
0.2w
0.200
0.200
0.200
0.300
0.300
0.300
0.400
o.*w
0.500
0.500
o.sw
osw
0.700
0.7w
0.600
o.wo
0.900
0.900
1.wn
l.ooo
I.100
l.lW
1.2w
1.200
1.300
SlOE
PbRuLEL
RAMP LENClH
06.00%
0750%
smwuK
CROSS SLOPES
1.50%
1.60%
1.50x
1.90%
2.100
2.100
2.100
2.1w
2.100
2.oon
2.ooC
2.Wo
2.Wo
1.900
1.900
I.900
1.900
1.6oa
1.7w
I .7w
1.600
1.600
1.500
I.500
1.100
1.400
l.wo
1.300
1.200
1.200
l.lW
1.100
1400
l.ooo
0.900
0.900
0.600
0.600
0.600
0.600
0.700
0.700
0.6w
0.600
0.500
OS00
OAW
0.4w
0.300
0.300
02w
0.200
0.100
0.100
o.wo
0.m
o.oon
o.oon
o.ooo
o.wo
o.ouLl
2.lW
2.100
2.100
2.100
2.1w
2.om
z.Wn
z.oon
2.ooo
1.900
1.900
1.900
1.9QC
I.603
1.700
1.700
1.800
1.600
I.500
,.5w
1.4W
1.400
1.300
1.300
1.200
1.200
I.100
2.300
2.200
2.200
2.200
2.200
2.lW
2.lW
2.100
2.100
2.m
2.oDo
2.OW
1.900
1.900
1.600
1.600
1.6w
1.900
1.7w
1.700
1.600
1.600
1.5w
1.500
1.400
1.4w
1.x0
1.100
l.om
1noo
t.cm
l.wo
0.9w
0.900
o.wo
0.6w
0.700
0.700
0.600
0.600
o.soo
0.500
0.400
OAW
0.300
0.300
0200
0.200
0.100
O.(M)
o.ooo
o.ouo
o.wo
0.m
0.004
o.ow
o.ooa
L
1.300
1200
1.200
I.100
I.100
l.ooo
l.wo
0.900
0.900
0.900
0.900
0.700
0.700
0.600
o.sw
0.600
0.600
osw
0.500
OAW
0.400
0.300
0.300
0.200
0.200
0.100
0.100
o.ooo
o.ooo
o.ooo
2.300
2.200
2.200
2.2200
2.200
2.1w
2.100
2.100
2.100
2.OOcl
2.OW
2.000
1.900
1.900
I9W
1.900
lsoo
1.900
1.700
1.700
l&W
1.600
1.500
1.500
1.400
1.400
lJo0
1.3a
1.200
1.200
I.100
I.100
1.m
l.wo
0.900
0.9900
osw
0.9w
o.wo
o.wo
0.700
0.700
0.6w
0.600
0.500
0.500
0.400
0.400
0.300
0.300
0.2w
0.2w
0.100
O.lW
0.000
0.000
o.ooo
=
9.0%
Low SIDE
PMALEL
RAMP LENGTH
07.5‘0%
OB.W%
SIDEWALK
CROSS SLOPES
123%
1.60%
la%
1.90%
1.7w
1.600
1.600
1.600
1.600
1.500
1.500
l.SOO
15oo
l.SOC
1.500
1.500
1.400
1.400
1.300
1.300
1200
1.200
1.200
1.200
1.100
1.100
1.oofl
l.ooo
0.9w
0.9w
0.9w
0.9w
o&m
0.6w
0.700
0.700
0.700
0.700
0.600
0.6w
0.600
030
0.400
0.400
0.400
OAW
0.3w
0.300
0.200
0.200
0.2w
02w
0.100
O.lW
o.wo
0.m
0.m
o.ooo
o.ow
o.ooo
o.wo
RAMP LENGTH FOR SIDEWALK
WIDTH ANY7 ff’R’R;;LE GRADE
0
1.700
1.600
l.wfJ
t.wo
I.600
1.500
1.m
1.500
1.500
l.wo
l..wo
1.500
1.400
1.4w
1.300
1.300
1.200
1.200
1.200
1.200
I.100
1.100
l.ooo
l.ow
l.wo
l.ooo
0.900
0.900
0.900
0.9w
0.700
0.700
0.70
0.700
0.6w
o.wa
0.500
0.500
o.soo
0.m
0.4w
0.400
0.300
o.y)o
0.200
o.zoa
0.200
0.200
0.100
O.lW
o.ooo
o.wo
o.ooo
o.ooo
0.009
o.ooo
o.ooo
1.600
1.7w
1.700
I.700
1.700
1.600
1.900
1.900
I.600
1.600
I.600
1.600
l.wo
1.500
1.400
1.400
1.300
1.300
1.3w
l.JW
1.2w
1.200
1.100
1.100
,.,w
I.100
l.ooo
1.m
0.9w
0.900
0.800
0.900
0.603
0.800
0.7w
0.700
0.600
0.600
0.600
0.6W
0.5w
0.500
0.400
0.400
OAW
0.400
0.300
o..?m
0.2w
0.200
0.100
0.100
O.lW
O.lW
o.ooo
o.cw
o.wo
1.640
1.700
1.7W
1.700
1.700
1.600
1.600
1.9W
1.600
1.600
1.600
l.WO
1.500
l.SQO
1.400
1.400
I.300
1.300
l.wo
1.300
1200
1.200
l.lW
I.100
1.100
I.100
1.ooo
l.ooo
0.9w
0.900
0.9w
MW
0.600
0.600
0.700
0.7w
0.700
0.700
0.600
0.600
0.500
:z
0.400
0.400
0.400
0.300
0.300
0.200
0.200
0.200
0.200
0.100
O.lW
O.OW
0.000
0.000
DATE
“&%‘=
DRAWING
NUMBER
107.11 .o
2.09
G =
blmlsmr
T
PERPd.NPUuR
Lm
“.‘7.E&XH
PARMLEL
oB.oo%
I
SloEwALR
STATE UIN.
1575
AM
YIN.
::z
E
1.550
1.600
1.650
1.700
1.750
1.mo
la50
1.900
1.950
2.ooo
2.959
2.100
2.150
HiI
2.400
CROSS
SLOPE5
0.200
0.260
0.200
0.200
0.300
0.300
a3w
0.400
0.400
0.500
0.5w
0.600
0.600
0.700
0.700
o.Mo
0.6m
0.900
O.QW
l.ow
1.000
1.100
1.100
1.200
1.200
1.3m
1.300
1.400
1.4m
1.500
1.5&l
l.WO
1.600
1.700
1.700
1.640
1.604
1.900
~1.900
0.100
0.200
0.200
0.200
0.200
0.300
0.300
0.3uo
0.400
0.400
0.500
0500
0.6w
lo.600
0.7w
0.7w
0.600
0.600
0.900
0.900
r.mo
law
l.lW
I l.lW
1.200
1.200
1.300
1,300
1.400
1.400
1.500
1300
1.600
1.600
1.7m
1.700
1.600
1.600
1.900
1.900
0.100
0.2W
0.2w
0.200
0.m
OJW
0.300
0.304
0.400
0.4m
0.500
0.500
0.600
0.600
0.700
0.700
0.600
oaw
0.900
0.900
l.ow
l.wo
l.lW
1.100
1.2w
1.2w
I.300
1.300
1.4w
1.4w
1.500
1.500
1.600
1.6w
1.7m
1.700
I.903
1.900
1.900
1.m
A=
1.6W
I=
I
1.4m
1.400
I 1Aw
law
1.400
1.400
1.4w
1.400
1.300
1.3w
1.3oa
12w
1.2w
1.2m
1.2w
l.lW
l.lW
l.wo
l.ow
l.OW
l.wo
0.900
0.900
0.9w
0.900
OJW
osw
0.7w
0.7w
0.700
0.7w
1.wo
O.QW
0.900
0.600
0.600
0.7m
0.700
0.600
0.640
0.400
0.400
0.300
0.300
0.200
3.459
3.500
3.550
3.900
3.650
3.700
3.750
3.600
3.959
lsm
0.2m
O.lW
0.100
o.mo
omo
o.wo
o.ow
o.ow
o.wo
LENGTH
07.50%
msssLoPEs
I 1.50%
O.lW
3
0.100
0.200
0.2w
ozw
0.290
0.3W
0.300
0.300
0.400
0.400
0.500
0.500
0.600
0.600
0.700
0.700
OMO
0.600
0.900
O.QW
l.ow
1.ow
1.100
1.100
1.2w
1.200
1.300
1.300
1.400
1.400
1.500
1.500
1.640
1.600
1.700
1.700
lmo
I.604
l.mo
1.900
SloE’
RWP
1.wo
0.900
0.900
OdW
o.Boo
1.2W
1.100
l.lW
l.ow
l.ow
0.900
o.sw
0.603
0.5w
0.500
0.500
0.500
0.400
O.QW
0.900
0.400
0.600
o.mo
o.Boo
0.6W
0.300
0.300
0.3w
1200
1.100
l.lW
l.m9
l.ow
0.900
0.7w
0.700
0.600
o&w
0.500
0.500
0.400
0.400
0.300
0.3w
0.200
0.7w
0.7W
0.7m
o.mo
0.500
0.400
0.700
0.600
0.600
0.500
0.500
0.4m
0.400
0.3aJ
0.300
0.400
0.300
0.300
0.2w
0.200
02w
o.ow
o.ow
o.ow
o.om
0.000
o.ow
0.100
0.100
o.cm
o.mo
o.ow o.ow
o.ow
0.2w
0.2w
0.m
o.ow
o.wo
0.300
0.2w
0.200
O.lW
O.lW
O.lW
O.lW
o.ow
o.ow
0.000
o.mo
0.000
O.OW
o.wo
1.4w
1.4w
1.400
1.400
1.400
1.4m
1.300
1.300
t.300
I.200
1.2w
1.2w
1.200
l.lW
1.100
l.lW
1.100
l.Wcl
l.wo
l.wo
1.500
1.4w
1.400
1.400
1.300
1.300
1.300
1.3W
1.200
1.200
l.lW
l.lW
l.lW
l.lW
l.DW
1.wo
0.904
0.900
0.900
O.QW
0.7w
0.600
0.600
0.600
0.600
1.500
1.5w
1.400
1 .*w
1.400
1.3w
1.300
1.3&l
1.390
1.2w
1.2w
l.lW
l.lW
l.lW
l.lW
1.000
1.000
l.ow
l.mo
0.900
o.ow
0.6m
0300
0.600
0.600
0.7W
0.700
0.600
0.600
0.600
0.600
:z
0.400
0.400
0.400
0.400
0.300
0.300
o3w
0.300
0.500
0.500
0.5m
0.500
0.400
0.400
0.300
0.300
o.mo
0..300
0.2w
0.2w
0.200
0.900
O.QW
0.900
0.600
0.600
O.QW
0.600
O.BW
0.600
o.wo
0.7w
0.7w
0.7w
0.7w
0.7w
0.600
0.600
0.5m
030
0.500
0.5m
0.400
0.400
0200
0.340
0.3w
0.300
0.2w
0.200
0.200
0.2w
O.lW
O.lW
o.ow
o.ow
o.ow
o.mo
o.ow
o.ow
o.wo
l.Bo%
0.200
0.100
O.lW
O.lW
O.lW
0.000
0.000
o.ow
0.2W
0.2m
O.lW
O.lW
0.000
0.000
o.ow
I
RAMP LENGTH FOR SIDEWALK
WIDTH ANFI PG;C;LE GRADE
0
MTE%%96
DRAWING
NUUBER
107.12.0
:A
1Ii
WIDTH AND PROFILE GRADE
i
R(CURBR&EAL)
0200
0.200
0.200
0.7.00
1.100
l.ow
l.ooo
WIDTH AND PROFILE GRADE
1.100
l.ooo
l.Mx)
R(cumREVFAL)
-15omm
t
l4m4
-RWPLENtTH
=%F
lt%EKCROSSOG
1.50%
1.60%
(UmRs)
irATE
M4
mu
YIN.
1JM
1525
1.350
1m
1.4W
1.425
1.450
1.475
lJo0
1525
1550
1.600
1.050
1.700
1.750
l.MO
1550
1.000
1.W
zmo
i%i
Zl50
2.2ca
2250
is
2.400
omo
om
0.100
0.100
0.1m
0.100
O:Aul
0.100
0.100
0 30
0.7.l x)
0100
0.2w
0.200
o.200
om
o.200
0.200
0.3uo
0.300
0300
o.300
DJQO
0.300
0.400
0.400
0.400
0.400
om
0.5w
0.540
o500
0.600
odoo
0.6w
o.sw
0.700
0.700
0.700
0.700
05w
05w
0500
05w
osooo.sooo.9mo.soo
o.soo
osoo
l.ow
1.m
l.ooo
l.om
1.100
1.100
l.lW
1.100
1500
SIOE
1.50%
1.60%
o.wo
0.100
0.100
0.100
10.100
l0.200
0300
0200
0.200
0.300
OJW
om
0.400
0.400
0.5w
0.500
0.6w
0.600
0.700
0.700
0500
om
o.ow
0.100
0.100
0.100
~0.100
0.200
0.200
om
0.200
om
om
0.3w
0.400
0.400
0.500
o500
o.ow
0.600
0.700
0.700
0500
05Kl
o.soo
l.wo
1m
1.100
1.100
o.sca
l.ooo
l.ow
1.100
1.100
I
I
5x100
4.6m
*do0
4.m
4dw
4.m
4.wo
4.600
*.sm
4.400
4.e
4&o
4.100
4.100
uw
SW0
3.700
3.700
3Ea
3.500
3.3a
3.3al
3.100
2100
2600
2500
2.6m
2.m
5.ooo
*Aon
*boo
*.a00
4.m
4.600
cm
4.600
4.m
4.4on
4.400
4.400
4.100
l lW
3.000
loDo
s.7w
3.700
3.%0
3500
so0
3.3w
3.100
3.rw
2.soo
2.sw
2.m
2.700
6.mo
5.wo
Sam
5.wo
I 5.sw
1 5.5w
5,500
5.5m
5.5w
5.3m
5.3w
5.3w
5.om
5.m
4.500
4mo
4.m
4.600
4.300
4300
4.100
4.100
5dw
3.sm
3.sw
uoo
3.400
x4w
2.4ao
2.400
2.400
2.400
2.400
s.oQo
s.Ew
5.Eoo
5.wo
5.800
55m
55w
5s
5.5m
5.3al
5s
5.3a
5.100
5.100
4.800
4doo
4.600
4.600
4.ao
4.300
4.100
4.100
3sw
3.soo
3.600
3.6w
3.4ao
s4w
SW’
PAMLLELWMPlENGlti
07.50%
m.ws
SlOEWAWCWSSStopp
1.60%
1.50s
1.00%
15m
os.oos
0750x
sloEwAwcRosssLoPEs
1.54%
l.sos
1.50s
1.w%
I
I
la0
1.100
l.lW
1.100
1.100
1.100
I.100
1.100
l.lOO
1.ow
l.om
l.om
1m
l.ooo
o.sw
0.900
o.soo
0.900
0500
om
o.sw
o.sw
y7
.
0.700
0.700
asw
0.600
1300
1,100
1.100
1.100
1.100
1.100
1.100
l.lW
1.100
l.ow
1.m
l.ooo
l.wo
1m
0.900
0300
o.soo
as00
o.wo
0500
05w
0.m
y&y
0.7w
0.7w
Rem
0.600
1.200
1.200
1m
1.200
I 1.200
I 1.100
1.100
l.lW
1.100
1.100
1.100
1.100
l.om
l.mo
l.wo
l.wo
0.9m
0.900
om
0.000
o.ea
om
odw
o.sw
0.700
0.7w
0.700
0.7w
1.2w
i.200
1300
1200
1200
1.100
l.lW
1.100
1.100
1.100
1.100
1.100
1m
1m
l.ooo
l.ow
o.soo
osoo
o.sw
O.SW
o.Roo
o.mo
05w
0500
0.100
0.7w
0.700
omo
05w
0.500
0.500
0.600
0.200
0.200
om
o.?m
0.100
0.200
am0
o.ow
omo
o.ooo
o.ow
O.lW
0.100
o.ooo
o.ooo
o.oon
1500
1.400
3.650
3.700
3.750
3.8w
3.650
Low
PARUULWLENl3H
2.400
2.400
2.4w
2.400
2.4cu
2.4a
2.400
2.5w
2.5m
2.Em
2.4oa
2.400
2.500
2.500
2.600
-o.ow
o.oM
o.ow
o.wo
o.om
o.ow
o.wo
o.wo
o.ow
o.wo
0.2w
0.2w
o.Klo
sow
om
1500
o.300
0.300
0.m
o.wo
o.wo
o.ow
o.ooa
o.wo
o.ooo
o.ow
RAMP LENGTH FOR SIDEWALK
o.ooo
o.wo
o.wo
o.ooo
o.wo
BACK OF SIDEVALK
OR LOCATION
LINE
3.0 m SIDEWALK
!
c
z
t
LAYOUT
t
E
c
DEVALK
BACK OF SIDEVALK
OR LOCATION
LINE
I/
2.4
m SIDEWALK
LAYOUT
NOTES:
1.
m
VHEN THE SIDEVALK
HIGHWAY CURB LINE
MUST
NAINTAIN
IS PAVED
TO THE CURB LINE, USE SHORT
PC’S, SHOVN IN THESE DESIGNS.
1.0 PI LEVEL
PATH
OF TRAVEL
STANDARD
ALONG
BACK
DRIVES
CURB RETURNS
OF SIDEVALK.
AT
THE
DATE
OF
ISSUE
9/22/95~~
LOCATION OF CATCH BASINS
DRAWING
NUMBER
201 .l .o
BASIN
WITH
CURB
INLET
BAStN
\I
PLAN
OF BASE
IAPER IN 3 OR
4 COURSES
I
WITH
4 FLANGE
INLET
FOR
GRATE
SEE
FOR
FRANE
DRAVING
SEE
201.7.0
DRAVING
-
201.11.0
201.69
BRICKS
“AT
BE USED
GRADE
ADJUSTMENTS.
FRANE
TO BE SET IN
FULL
BED OF CIORTAR.
SEE DRAVING
JOINT
DETAILS
202.40
FOR
FOR
MORTAR
ALL
JOINTS
(OPENING
TO BE PRECAST
IN RISER
SECTIDN)
SEE
25
“n
NOTE
P2
CLEAR
MIN. 250
SO. mm STEEL
PER VERTICAL
METER,
PLACED
ACCORDING
TO
AASHTD
‘DESIGNATION
Ml99
I
SEE
DRAVING
*
MINIMUM
DEPTH
3x%
VHEN
A CURB
INLET
REINFORCING
STEEL
**=
202.4.0
OF
FOR
SUMP
TO
BASE
BE
DETAILS
600
nn
IS INSTALLED.
THE OPENING
BASED
ON A WALL
THICKNESS
IS
OF
TO BE 610
125 nn.
nnf25
nn
X
625
NOTES:
1. DETAILS
2.
FACE
ALONG
NOT
OF
INDICATED
PIPE
CENTERLINE
3. FOR
DESCRIPTION,
4. ALL
CONCRETE
ABOVE
q R NOT
FLUSH
OF
BE
TO
BE
SIMILAR
MORE
TO
THAN
THOSE
100
nr,
SHOWN
FROM
ON
FACE
201.3.0
GF
VALL
PIPE.
MATERIALS
TO
ARE
TO PROJECT
AIR
AND
CONSTRUCTION
HETHOD,
SEE
STANDARD
SPECIFICATIONS.
ENTRAINED
PRECAST CONCRETE CATCH BASIN
nn525
mm
FOR
GRATE
SEE
FOR
2
VEEPHOLE
DRAVINGS
FRAME
SEE
SEE
-_.
.
NOTE
2d1.6.0
PIPE TO BE SET
IN FULL
BED
.
1.2
n*25
nm
DIAMETER
Y
E
9
150
“ITH*N*nUM
r
-
125
“n
MININUM
f
30
MPca -
20
mm -
39Okg
200 nn DIAMETER
HOLE IN CENTER
OF BASE
HOLE TO BE FILLED
VITH
30 +,Po - 40 nn - 335 kg OR
30 MPn - 20 PI,, - 390 kg CONCRETE
AFTER
INSTALLATION
CONCRETE
H,N,M”H
DEPTH OF SUMP TO BE 600
VHEN A CURB INLET
IS INSTALLED,
**
PIPE
x2
. -<
--:
.
.
-.
*
201.11.0
-.
.:.
.: .-. -
L
DRAWING
-
f
OUTLET
:
201.713
mm
THE
OPENING
IS
TO BE 610
nnt25
nn
x 625
,,7,+25
pm
NOTES:
1. DETAILS
2. FACE
ALONG
NOT
Of
INDICATED
PIPE
FLUSH
CENTERLINE
3. FOR
DESCRIPTION,
4. ALL
CONCRETE
ABOVE
OR
OF
NOT
ARE
TO
TO PROJECT
BE SIMILAR
MORE
TO THOSE
THAN
100 nn
SHOVN
FROM
ON
FACE
DRAvING
OF
20~3.0
VALL
PIPE.
MATERIALS
TO BE AIR
AND
CDNSTRUCTION
METHOD,
SEE
STANDARD
SPEC,FICATIONS.
ENTRAINED
DATE
PRECAST CEMENT CONCRETE
CATCH BASIN TUB
d
OF ISSUE
9/22/95
DRAWING
NUMBER
201.5.0
GUTTER
LINE
-I
/
FOURTH FLANGE
WHEN REQUIRED
I-
SECTION
X -
x
616 nn
19 nn
SECTION
NOTES:
1.
2.
3.
MINIMUM
FRAME
rS0
Y -
m
19 “?I
Y
MASS:
4 FLANGE - 134 KILOGRAMS
3 FLANGE - 120 KILOGRAMS
MATERIAL
- CAST IRON, SEE STANDARD SPECIFICATIONS
TO BE USED WITH STANDARD GRATES TYPE A-l. A-3 AND MASSACHUSETTS
CASCADE GRATE
CATCH BASIN FRAME
7i
:
1i
MASSACHUSEllS
CASCADE GRATE
3
a&JfJ
DATE
HWMY
CASCADE BAR DESIGN
FOR
MASSACHUSETTS
CASCADE
GRATE
OF
ISSUE
9/22/95~~
DRAWING
NUMBER
201.8.0
LEDGE
OF GRATE
I
B-
LFRAME
PLAN
FLOW (RIGHT HAND GRATE)
SEE NOTE NO.4
NOTES
1. THE MASSACHUSETTS
STANDARD
FRAME IS TO BE USED, DETAILS
AND DIMENSIONS
NOT SHOWN
ABOVE
ARE TO BE THE SAME AS THOSE SHOWN ON DRAWING 201.6.0
2. A THREE (3) FLANGE FRAME IS TO BE USED WHEN A CURB INLET
IS REQUIRED
3. GRATE DETAILS
ARE SHOWN ON DRAWING 201.7.0
4. THE GRATE AS PLACED ABOVE, IS FOR WATER COMING FROM THE RIGHT. TURN THE GRATE 180’
FOR A WATER FLOW FROM THE LEFT. SEE NOTE NO. 2 ON DRAWING 201.7.0
5. THE GRATE IS ONLY SHOWN SCHEMATICALLY
=
DATE OF ISSUE
FRAME
FOR MASSACHUSETTS
CASCADE
g/22/95
GRATE
DRAWING NUMBER
201.9-O
SECTION
lt-
/-30
SECTION
NOTES:
1. MATERIAL-CAST
IRONj SEE
2. MINIMUM MASS - 95 kg
A-A
mm (
B-B
STANDARD
SPECIFICATIONS
CATCH BASIN GRATE.
TYPE A-l
FOR FREEWAYS
AND
EXPRESSWAYS
DATEOF ISSUE
g/22/95
DRAWING NUMBER
201.10.0
I
el-nr\r\r\~r\
A
A
I--l5 m
h
a
k! 6;I
\d
:
SECTION
A-A
NOTES:
1. MATERIAL
- CAST STEEL
2. MINIMUM MASS - 64 kg
3. FOR USE WITH CAST IRON FRAME
AS SHOWN UN DRAWING 201.6.0
-4
CATCH BASIN GRATE
TYPE A-3
FOR FREEWAYS AND
EXPRESSWAYS
DATE
OF ISSUE
g/22/95
DRAWING
NUMBER
201 .ll .o
u-l
w--
@ATE
I IhT\h
CATCH DH3llY
DAP’k’ I-lUUlJ
I
I
OF
lSS”E
g/22/95
BLOCKS TD BE SET
BED OF MORTAR
IN FULL
FLOOR OF STRUCTLRE
IEADERS
LAID FLAT
FACE of PIPE FLUSH OR
NOT TO PROJECT
MORE
THAN 100 nn FRO” FACE
“ALL
ALONG CENTERLlNE
OF PIPE.
SECTION
A-A
PLAN
TO BE
OF BASE
NOTE:
2. STANDARD
“AWILE
DEPTH
TO BE 2.0 METERS
OR LESS
DATE
-
CONCRETE
MANHOLES
BLOCK
3.0 .METERS
MANHOLES
OR LESS
OF
ISSUE
g/22/95,
IN DEPTH oRAWlNC
NUMBER
202.2-O
PIPE FLUSH
OR NOT TD
PROJECT
MORE THAN 100 nn
INSIDE
FACE OF VALL
ALONG
CENTERLINE
[IF PIPE.
BLOCKS
BED OF
TO BE SET
HORTAR
FLOOR
OF STRUCTURE
HEADERS
LAID FLAT
IN FULL
TI1 BE
BI)SE TO BE 30 HPn - 40 mm - 335 kg
OR 30 MPa - 20 nn - 390 kQ CEMENT
DNCRETE
OR PRECAST
CONCRETE
“TIONAL
PLATES.
SEE BELQ”.
I / ‘.
-
INVERTED
ARCH WITH BRICKS
LAID
ON EDGE AS STRETCHERS.
BRICK
MORTAR
OR CEl,ENT
-- .._^___ CHIPS _ AND
.-_
LUNLKL
IL LLAS.7
30 MPn - 20 - 390 kg
<IF CDNCRETE
IS H4ND MIXED
SEE LATEST
STANDARDS
SPEW ‘ICATIONS
^, , m.,mwr.?r
--
100 nn
KEIVAYS
CEMENT
SECTION
REQUIRED
JOINTS.
A-A
PLAN
-
DESKN
IS FOR
PlPE
DIAMETER
OF
750
OF
BASE
SOLID
SECTION;
DR FILL
HDLE
Y,TH
BRICKS
A,,D
MORTAR;
OR FILL
WITH
30 HPa - 4Dnn
- 335 kg
DR 30 MPD - 20 nn - 390 kQ CONCRETE.
<IF CONCRETE
IS HAND MIXED
SEE LATEST
STANDARD
SPEC,F,CATIONS.>
NUTE:
1. MeV,HOLE
PLATES
WTH
Tn BE FILLED
“ORTAR.
MORTPlR NOT
IN VERTICAL
SECTIONAL
nn
OR
LESS
DATE
CONCRETE
w,.,.,,
m
TAIMDARM
MANHOLES
OVER
BLOCK
3.0
MANHOLES
METERS
IN
DEPTH
OF
ISSUE
g/22/95
DRAW’NG
NUMBER
202-.7-o
lwMm.E
E DRbVlffiS
I-410
BAR
FOR PIPES
4ND OVER
FRlUlE
&ND
202&o-202.8.0
AROUND
OPENINGS
457 ,.,, DlanETER
25 nn COVER
BRICK CHIPS AND MORTAR
DR CEMENT
CONCRETE
30 MPII - 10 m, - 335 kg
(IF HAND MIXED
SEE LATEST
STANDARD
SPECIFICATIONS>
PIPE OPENINGS
TO BE
PRECAST
IN RISER SECTlDN
>-
125
on
YIN.
125M
I Ir
NlN.
:I
z I
II
u
PRECAST
CAST
JOINT
NOTE;
1. FOR
PLACE
BASE
DETAILS
DESCRIPTIONS.
IN
BASE
I
MATERIALS
BASE DETAILS
PlND CONSTRUCTIDN
METHODS.
SEE LATEST
STANDARD
SPECIFICATIONS.
DATE
OF ISSUE
g/22/95
PRECAST CONCRETE MANHOLES
3.0
METERS
OR LESS IN DEPTH
DR4WlNG
NUMBER
202.4.0
PJ DIAM.
SECTION
B-B
1.22
II TO 2.13 PI DIAM.
SECTION
B-B
R.C. PIPE
RX.
PIPE
STANDARD
FOR COVER
DETAILS
25
cl”
CIIVER
SEE
30
DRAWING
202.8.0
al
I
I
TYPE
NOTES:
1. MINIMUM
2. MATERIAL
- A FRAME
MASS - 120 kg
- CAST IRON
SEE
DETI\IL
I
22
FRAME
SET IN
BED OF “ORTAR
TYPE - B FRAME
nn
FULL
STANDARD
DETAIL
Y
m
FOR
COVER
DETAIL
CCIVER
SEE
DRAVING
DATE
202.8.0
OF ISSUE
g/22/95
MANHOLE
FRAME AND LOVER
DRAWNG
NUMBER
202.7.0
DETAIL
IANHDLE
CDVER
FOR
TYPE
OF
TREAD
A & B FRAMES
DATE
OF
ISSUE
g/22/95
MANHOLE
COVER DETAILS
DRAWING
NUMBER
202.8.0
aDATE
-
OF ISSUE
g/22/95
CONCRETE
COLLARS
DRAWING
NUMBER
202.9.0
(PARRLLEL
SEE NOTE
WI
_y
PLAN
1
FRAME SECTIONS
BAR>
(PARALLEL
BAR,
,L
2-3
FLANGE 102 WI C.I. FRAMES
c-960““f25“”c-960
-
nnf25
nn
I OR 2 THROhTSAS REWRED
NOTES:
1. STANDARD PARALLEL
BAR GRATES TO BE USED.
SEE DETAILS UN DRAWINGS
201.10.0. 201.11.0
2. MINIUUH
C.I. FRME
HkSS - 93 kR EACH
3. FOR DESCRIPTIONS.
MATERIALS
AND CONSTRUCIIOI
METHODS SEE L&TEST
STANDARD SPECIFICATIONS
TYPE’A’
4. 30 UP0
- 40 “PI - 335
lq
CEMENT
CONCRETE
.TYPE’B’
L
StCTION
A-A
-p-r----SECTION
B-B
5. NOMINAL
CONCRETE
BLOCK DMENSIONS
HEIGHT, 100 nn IO 200 nn
“IDTH.
200 “”
LENGTH, 200 “” TO 400 “”
6. BLOCKS TO BE SET IN FULL BED OF MOR,I\R
7. THIS DROP INLET IS NOT TO BE “SE,, AT fiNI
LOCATION
VHERE IT MAY PRESENT A HAZhRD
10 VEHICLES
THAT RUN OFF THE ROA,,
FOR FLUSH TYPE SEE DRWING
203.2.0
2
Ii
i1
III
I
OUTSlDE
FACE
SEE NOTE
THROAT -I
“2
LVEEWOLE
PLAN
102
m
CAST
IRON
FR4WE
FULL
BED OF HEWAR
BRICKS MAY BE
USED BETVEEN
COURSE FOR GRADE ADJUSTHENT.
IN FULL BED OF MORTAR.
FACE OF P,PE FLUSH OR NOT TO PROJECT
IRE
ALONG
..,vre. THAN
. ..? 100
-- nn
-.“- FRDH FACE OF “ALL
VEEPHOLE
L’
SECTION
FRAME AND TDP
FRAPIE TO BE SET
A-A
.__
~.~~
1. H,NlM”M
CAST ,RON FRPl”E WSS
- 93 kg
SEE DETML
ON DRAWNG
203.1.0
2. STANDARD
PPIRhLLEL
BAR GRATE TO BE USED.
SEE DETAILS
ON DRAWINGS
201.10.0, 201.11.0
3. FOR DESCRIPTIDN,
MATERIhLS,
AND CONSTRUCTION
CIETHODS, SEE STANDARD
SPEC,F,CAT,ONS.
30 “Pa - 20 m. - 390 kg CEMENT
CONCRETE
OR PRECAST
CONCRETE
SECTlONAL
PLATES
SEE DRAWNG
202.2.0
4. THIS OROP INLET
IS NOT TO BE USED AT ANY
LOCATION
“HERE
IT WI
PRESENT
A H&ZbRD
TO
“EHKLES
THAT RUN OFF THE ROAD
FOR FLUSH
TYPE SEE DRAWNG
203.40
5. SEE DRAWNG
CATCH BASIN
201.3.I1 CONCRETE
FOR DETA,LS
BLOCK
DROP INLET
TYPE
-
C
DRAWING
NUMBER
2033.0
VEEPHOLE
PLAN
y-102
nn
CAST
IRON
FRME
rFULL
BED OF
-’
L’
SECTION
A-A
I
30 b4P.a - 20 nn - 390 kg CEMENT CONCRETE
ORPRECAST
tE)NCRETE
SECTIGN4L
PLATES
SEE
DRAWNG
2013.0
MORTAR
FACE Of PIPE FLUSH
OR MIT TO PROJECT
MORE THAN 100 nn’FROM
FACE OF “ALL
ALONG
CENTERLINE
OF PIPE.
1. NINlNUH
CAST ,RON FRAME MASS - 93 kg
SEE DETAIL
ON DRAWING
203.1.0
2. STANDARD
PARALLEL
BAR GRATE TO BE USED
SEE DETPlILS
DRAVlNGS
2111.10.0. 201.,D,
3. FOR DESCRIPTION.
VMTERIALS,
AND CONSTRUCTION
NETHODS.
SEE STANDARD
SPECIFICATIONS.
4. TO BE USED IN MEDIANS
AND DlTGHES
ARE WTHlN
THE RECOVERY
AREA.
5. SEE WAVING
CATCH BASIN
DROP INLET
2013.0
CDNCRETE
FOR DETAILS
BLOCK
TM,
,-PARALLEL
DAR
FOR
SEE
FOR
GRATE
FRAME
SEE
SEE
DRAVINGS
201.10.0.
DRAVING
201.
2011.0
DRAWNG
202.4.0
JOINT
DETAILS
1.22
1-1225
MM DIAMETER
NORTAR
ALL
‘V’
JOINTS
OPENINGS
VEEPHDLE
GIPENING
TO BE PRECAST
IN RISER
SECTION)
25
nn
CLEAR
.
NIN. 250 MM’
STEEL
PER VERTICAL
NETER,
PLACED
ACCORDING
TO
AASHTO
DESIGNTION
MI99
130
SEE
*
MINIMUM
DEPTH
OF
SUMP
nn
DRAVING
TO
BE 600
UIN.
202.40
FOR
BASE
DETAILS
PM
NOTES:
1. DETAILS
NOT INDICATED
ABOVE
2. FOR DESCRIPTIONS,
MATERIALS
3. THIS
THAT
m
DRGP
RUN
INLET
IS NOT
OFF THE ROAD.
ARE TO BE SINILAR
TO THOSE
SHWN
DN DRAVING
AND CONSTRUCTION
NETHOD,
SEE LATEST
STANDARD
TO BE USED AT ANY LOCATION
FOR FLUSH
TYPE
SEE DRAWING
VHERE
203.60
PRECAST CONCRETE
TYPE -
IT
NAY
PRESENT
203.3.0
sp2CIFICATIGNS
A HAZARD
TD
VEHICLES
DROP INLET DATE
o?%5
D
DRAWING
NUMBER
203.5.0
s
HINlHlJl4 DEPTH OF SlJt4P TO BE 600 A?I
VOTES:
I. DETAILS
NOT INDICATED
ABOVE
DRAWINGS
203.3.0
AND 203.4.0
2. FOR
3. TD
DESCRIPTIDNS,
BE USED
MATERIALS
IN MEDIANS
AND
ARE
AND
TO BE SIMILAR
CONSTRUCTION
DITCHES
THAT
ARE
TO
THOSE
METHOD,
WITHIN
SHOWN
SEE
THE
LATEST
RECOVERY
ON
STANDARD
SPEFICATIDNS
AREA
DATE OF ISSUE
mj
HwIHcly
PRECAST CONCRETE
TYPE
DF
DROP INLET
9/22/s
DRAWING NUMBER
203.6.0
PRECAST CONCRETE THROAT
FOR USE IN MEDIANS B DITCHES WITH TYF‘ES
CF AND DF DROP INLETS
ISOMETRIC OF PRECAST
CONCRETE THROAT OPENING
/
DATE
aiimmw
OF ISSUE
9/22/95~
CONCRETE
BLOCK GUTTER INLET i,w,w,,,c
NUMBER
204.2.0
I
UPPER
FACE
BASE
PLACE
2.
3.
4.
5.
PARALLEL
WALL
TO
FLOW
I
NOTES:
1.
OF
OF WALL
USE CASCADE
GRATE WHERE BICYCLE
TRAVEL
IS LEGALLY
ALLOWED.
SEE DRAWINGS
201.7.0 - 201.9.0
BRICK WALL
TO BE 200 rm THICK; EVERY
FIFTH
COURSE TO BE HEADERS
OUTSIDE
TO BE FINISHED
WITH CEMENT MORTAR
COATING.
WHEN USING CONCRETE
BLOCKS,
BLOCKS
TO BE SET IN FULL BED
OF MORTAR AND TAPERED
IN 3 OR 4 COURSES.
BACKFILL
FOR FULL DEPTH OF BASIN EXCAVATION
TO BE GRAVEL,
FOR DESCRIPTION,
MATERIALS
AND METHOD OF CONSTRUCTION
SEE STANDARD
SPECIFICATIONS.
FULL
13 n”
SECTION
LEACHING
A-A
BASIN
BED OF MORTAR
MORTAR
COAT
-PLACE
PARALLEL
TO FLOW
NOTES!
1. USE CASCADE GRATE WHERE BICYCLE TRAVEL
ALLOWED.
SEE DRAW.lNGS 201.7.0 - 201.9.0.
IS LEGALLY
2. BACKFILL FOR FULL DEPTH OF BASIN EXCAVATION
13 mm CRUSHED STONE.
TO BE
3. FOR DESCRIPTION, MATERIALS, AND METHOD OF CONSTRUCTION
SEE STANDARD SPECIFICATIONS.
4. FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 100 nn
FROM FACE OF WALL ALONG CENTERLINE OF PIPE.
5. THE LEACHING BASIN SHALL BE CONSTRUCTED OF CEMENT
CONCRETE BLOCKS TO CONFORM TO THE REQUIREMENTS OF
STANDARD SPECIFICATION
SUBSECTION H4.05,l.
PLAN OF BASE
-PIPE
INLET OR\I’
OUTLET IF NEEDED
1.22 I
DIA. MIN.
SECTKIN
A-A
1
BOTTOM PLATES REQUIRE 1
IO PIECES PER CIRCLE WITH
13 “11 SPACING BETWEEN PLATES.
-
-
-
R
:
2.
E
2
-
DATE OF ISSUE
ASPHALT COATED
g/22/95
CORRUGATED STEEL METAL PIPE DmwING
NUMBER
TABLE OF MINIMUM
WALL THICKNESS
(mm)
206.1.0
ww~.
ASPHALT COATED CORRUGATED
STEEL METAL PIPE ARCH
TABLE
OF MINIMUM
WALL THICKNESS
(mm)
DATE
“‘97;;;,,
DRAWING
NUMBER
206.2.0
ACCM PIPE
CONCRETE
-I-
WITH
END
CONCRETE
ACCM PIPE
LJITH
. ~~
METAL
END
-7
END
ELBOW
AND
COUPLING
(5 ml
DETAILS
DIA X 130 nn GALVANIZEDELKIS
------+-!
0
50x50x4.8 nn GALV ANGLE IRON
RIVETED TO COUPLING BAND
NOTES:
I. A TOE PLATE IS REQUIRED FOR ALL METAL ENDS.
2. ALL METAL END UNITS AND ELBOWS TO BE SHOP FABRICATED.
c
L7.
act?,’
‘.
‘\
‘\
‘.
- -------^-
/’
0
‘\
-
-0
0
1’
?sm GIL
/’
75r.T
-
;’
mm
FRONT
1V : 1SH
D
“t-l
L
rl
Em’
n3
ELEVATION
SLOPE
IV
STEEL
kQ
: 2H SLOPE
k?$a
:E!E
STEEL
kQ
n3
200
1.25
0.56
6.00
0.58
1.75
0.79
9.00
0.74
250
1:45
0.67
8.00
0.65
2.00
0.93
10.00
0.82
300
1.65
0.79
8.00
0.71
2.25
1.08
12.00
0.90
375
1.95
0.97
10.00
0.80
2.63
1.33
14.00
1.02
450
2.25
1.18
12.00
0.90
3.00
1.59
17.00
1.13
525
12.55
Il.39
114.00
1 0.99 13.38
1.87 ( 20.001 1.25
600
12.85
1 1.62
117.00
1 1.09 13.75
2.17 1 22.001 1.37
750
13.45
/ 2.11
121.00
( 1.28 14.50
1 2.81 1 29.001 1.61
100 mm FOR 1V : 1.5H SLOPE
0
150 t-m FOR
1V : 2H SLOPE
END
ELEVATION
NOTES:
1. FnR DESCRIPTIONS,
HATERIALS
AND CONSTRUCTION
METHODS, SEE LATEST STANDARD
SPECIFICATIONS.
2. ALL CDNCRETE
DIMENSIONS
SHOWN ARE MINIMUM.
3. PAYVENTS
WILL BE BASED DN THE ACCOMPANYING
TABLE.
~30MP.-.om-95*pCEmT-T~
ma” TO OE USED -
CONCRETE
CRADLE
FOR
SPEClrlED
PIPE
CONCRETE AND FIELD STONE
MASONRY ENDS FOR
200 mm TO 750 mm PIPE GULVERT
CULVERTS
DATE OF ISSUE
g/22/95
OWWINC
NUMBER
206.4.0
CONCRETE
END
ELEVATION
ENDS
FRONT
ELEVATKIN
-^-.
DIp?TER
1
23
I 300
I( 300
375
IN
..- -..-..
IIFSIG
FIELD STDNE
MASONRY ENDS
FIELDSTONES
IHBEDDED
LENGTHS
I
700
740
790
1 1125
I 1310
I 1500
1 1.43
II 1.71
I 2.01
2060
990
t
2250
3.43
-__
1 32
-.
2250
1200
) 2250
3.58
) 34.02[
300
375
450
I
I
1
1125
1280
1430
1 750
1
I
(
I
1 16.78 1
1 19.05 (
1 21.77 I
ii6
1.29
1.41
\
MORTAR
ZND ELEVATIONS
1
NOTE:
1. FOR DESCRIPTIONS,
MATERIALS
AND CONSTRUCTION
METHODS, SEE STANDARD
SPECIF-ICATIONS
2. ALL CONCRETE
DIMENSIONS
SHOWN ARE MINIMUM.
3. PAYMENTS
WILL BE BASED ON THE QUANTITIES
SHOWN IN ACCOMPANYING
TABLE.
IAsgi.,.,,
m
iJl%mm
rv”I
CONCRETE AND FIELDSTONE
MASONRY COMBINATION ~ ENDS
FOR PIPES UP TO 750 mm
DATE
.-.
----
OF ISSUE
g/22/95
D-y’$6~~~.0
NOTE:
1. FUR DESCRIPTDJN, MATERIALS AND CONSTRUCTION
METHOD, SEE STANDARD SPECIFICATIONS.
2. ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM.
3. PAYMENTS WILL BE BASED ON THE QUANTITIES
SHOWN
IN THE ACCOMPANYING TABLE.
CONCRETE
ENDS
FIELD
I
ELEV.
A-A
SECTION
B-B
r-B1
I
I
I
-B
f~~------L
FRONT
ELEVATION
c-7
-:
STONE MASONRY ENDS
25 CIII PORTLAND
.
I
“~p!LJ
SECTION
“pay
C-C
ELEV.
D-D
STONE PIPE ENDS
FOR PIPES
6
PLAN
SECTION
TABLE
(ALL DIMENSIONS
SECTION Y-Y
ARE nn OR n>
NOTES:
I. SEE STANDARD SPECIFICATIONS
FOR THE TYPE OF PIPE TO BE USED (BELL, SPIGOT OR TONGUE g GROOVE)
2. SEE STANDARD SPECIFICATIONS
FOR THE TYPE OF PIPE AND PLACING OF STEEL 6EINFORCEHENT.
3. THE JOINTS ARE TO BE COMPATIBLE
VITH THE MAIN RUN OF PIPE.
REINFORCED CONCRETE
FLARED ENDS
t=iPE
ALTERNATE
FOR
300
I-III
TO 600
mn ONLY
CONNECTIONS
FOR
750
PWI AND
900
STANDARD METAL END
mm ONLY
1. PIPE SHALL
DESIGNATION
CONFORM
Ml70 M.
2.
PIPE
ALSE!
3.
ANY JOINT
SYSTEM APPROVED
AND ACCEPTED
FOR R.C.C.P. WILL
BE ACCEPTABLE.
SHALL
TO THE
CONFORM
REINFORCED
REQUIREMENTS
TO STANDARD
CONCRETE
OF AASHTO
SPECIFICATIONS
PIPE
BY AASHTO
EmmnoN
OF
SURVEY b @OF CH4NNEL
---
----
-
&ND/OR
25-m
@OF
______
SURVEY
PREFDRMED
FILLER
<TIP>
“P.-INTERSECTION
OF
FACE OF “ALL
OF
CULVERT
AND
FACE OT VINGWALL <TIP>
CHANNEL
PAWNG,
4S REOU
BY VELOCITY
DF YATER
A
RELATIVE
STABILITY
OF BANKS
TO RESIST
EROSION.
SLOPES
PLAN
BOTH
CHECK “ITH
Wm.
FOR MIN. MOVE
DESKN
VPlTER LEVEL
ELEVATION
WATER
ELEVPlTlON
&ND ANGLE
VAYS.
*A*
BEhDED
IN CONCRETE
--------_
“ATER
LEVEL
EL.
930”
I\PPROX.
EXISTING
GROUND
ELEVATION
BOTTOM OF FKITING
SHOULD
NOT BE
LESS THAN 1.2 n BELOW BED ,,F STREAM.
NOTES;
OF CONSTRUCTION
UP TO 3.00 m OF COVER.
1. ENDS OF CULVERTS
TO BE PARALLEL
TO
ARE TO BE SO”&RE
REGARDLESS
“HERE
HE,GHT
OF COVER IS 3.00 n OR W2R E, ENDS OF CULVERTS
OF CULVERT.
2. WERE
COVER MhTERIAL
IS LESS THAN 600 pm CONSULT
MASS HlGHwAY
DEPT. BRIDGE
SECTION.
3. SEE BRIDGE MAN”&
DRAWNGS
II.12
- 11.3.3.
REINFORCED CONCRETE
BOX CULVERT
C,F SKE”
DATE
-
REINFORCED CONCRETE
BOX CULVERT
OF
ISSUE
g/22/95
DRAWING
NUMBER
207.2.0
230
WATERSTOP
(OMIT IN FLOOR SLAB)
I~F) WIDE FOR EXP. JOINTS
WIDE FOR CONST. JOINTS (OMIT FILLER
OUTSIDE
FACE
-300
AND LEAD)
OF ROOF AND WALL,
-25
nrl
-CHAMFER
-No.
10 TIE BARS
- 50 “11 TYP
nn
- No. 15 2 300 MM
FILLER
EXPANSION
AND CONSTRUCTION
JOINTS
A, WHERE CULVERT
IS MORE THAN 60 PI IN LENGTH, EXP. AND CONST. JOINTS
ARE TO BE CARRIED INTO FLOOR OF CULVERT.
B. WHERE CULVERT
IS MORE THAN 30 M IN LENGTH WITH ROADWAY EMBANKMENT
MORE THAN 3.0 II (MEASURED FROM ROOF TO ROADWAY SURFACE) AND THE
FOUNDATION SUPPORT IS GRAVEL
BORROW FOR BRIDGE FOUNDATION, EXP. AND
CONST. JOINTS ARE TO BE CARRIED INTO FLOOR OF CULVERT.
C. 1N ALL OTHER CASES, EXPANSION
JOINTS ARE CARRIED INTO THE FLOOR OF
THE CULVERT AND CONST. JOINTS ARE OMITTED IN THE FLOOR OF THE CULVERT
D. EXPANSION
JOINTS ARE AT 30 nt AND CONST. JOINTS ARE AT IO Mf.
% OR AN APPROVED
BY MHD RESEARCH b MATERIALS
EPUIVALENT.
No. 15 e 300 “~1
No. 10 TIE
- 50 mm TYP
BARS
t
COPING AND CURTAIN WALL
DATE ON COPING
<A Plan
Sheet
Will
Be Furnished)
-
PLAN
PLAN
150 mn x 190 nn 3.5 rl”B
FABRIC
(40 no, CLEAR,
200
11” 30 MPD. -
40 “”
CURTAIN
VALL
300 nm x 300
L
ELEVATION
200
“FI
VIRE
-
335
kg
“”
L
GRAVEL
200
ELEVATION
-
PIPE
DIAM.
(“)
O,Y
L
(PI)
1.9
I.1
2.2
I.2
2.5
1.4
2.8
1.5
3.1
1.7
460
3.4
920
nn
t
r-iii
n
NOTE,
1) ALL
PIPE
DIAMETERS
NOMINAL
SlZE
i
“~1 GRAVEL
-
9I--
DATE
=
n
u&J
Mm@
OF ISSUE
g/22/95
SUBDRAIN
DRAWING
J.YM~L~
209.1 .O
DURING A CONSTRUCTION
PROJECT, SOIL EROSION CAN BE A MkJOR
CONTRIBUTING
FACTOR TO ENVIRONMENTAL
POLLUTION.
IN ORDER TO
MINIMIZE
THE EFFECT OF SEDIMENTATION,
SCOUR, TURBULENCE,
WASHOUTS,
ETC. DURING CONSTRUCTION
OPERATIONS.
TEMPORARY,
AND UNDER SOME CONDITIONS
PERMANENT,
CONTROLS MUST BE
BUILT,
THE FORM AND DESIGN OF THE CONTROLS WILL VARY WITH THE TYPE
OF AREA THAT IS TO BE PROTECTED AND THE SPECIFIC CAUSE OF
THE ENVIRONMENTAL
DEGRADATION.
THE PROTECTIVE STRUCTURES
MAY CONSIST OF:
’
SEDIMENTATION
STREAMS AND
.
TEMPORARY
PREVENTION
0
DITCHES
0
CHECK
POOLS~ FOR THE
PONDS
BERMS TO CONTROL
WASHOUTS
AT TOES
DAMS
HEAVY
OF RIVERS,
RUNOFF,
LAKES,
THUS
OF SLOPES
AT WATERWAY
AT DRAIN
PROTECTION
CROSSINGS
,O
FILTERS
INLETS
.
ENERGY DISSIPATORS
AT DRAIN OUTLETS (i.e. SPLASH
BULK STONE DEPOSITS, ETC.) AT CULVERT ENDS.
PADS,
IN MOST SITUATIONS
THE TYPE AND LOCATION OF POLLUTION
CONTROL DEVICES CAN BE DETERMINED
DURING THE DESIGN STAGE
OF THE PROJECT.
HOWEVER, FIELD CONDITIONS
MAY WARRANT
ADDITIONAL
MEASURES AND CHANGES DURING THE CONSTRUCTION
PHASE.
MANY TYPES OF PROTECTIVE SCHEMES AND DESIGNS CAN BE
ADAPTED TO MEET A PARTICULAR
CONDITION;
IN SOME CASES
CERTAIN MEASURES
MAY HAVE TO BE INNOVATED.
GENERALLY,
THE
VARIOUS SCHEMES
DETAILED IN THE BOOKLET ENTITLED “TEMPORARY
EROSION AND POLLUTION
CONTROL MEASURES”
PREPARED
BY THE
FEDERAL HIGHWAY ADMINISTRATION
CAN BE APPLIED,
DATE
OF
ISSUE
g/22/95
EROSION CONTROL
DRAWING
NUMBER
210.1 .o
V DITCH
FLAT DITCH
X-SECTION
X-SECTION
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
V DITCH
FLAT DITCH
PLAN
e
&
I
PLAN
DITCH CHECK DAMS
FOR EROSiON
CONTROL
DATE
OF
ISSUE
g/22/95
DRAWING
NUMBER
210.2.0
.
FILTER FABRIC
HAY BALE FOR
EROSION CONTRO
X SECTION
HAY BALES
FOR
.
SILT FENCES
FOR EROSION
CONTROL
FOR
----__
----__
-
-----------_-
3
3
J
DATE OF ISSUE
HALF CIRCLE
ACCM PIPE WATERWAYS
9/22/95
DRAWING NUMBER
211.1.0
V-V
NOIKE&
‘1’1 30 3N,,
--___--_---__
30
33s
39113
30 Ilk,,
N01133S
a ‘ON 31ON
a-a
a3hvd
iJ.
lNl!T
N0113VtllN03
~3aims
“““_L------‘---------YW ,,~~,N3W,V311
3dOX
I
t
300 nn
L
1
*so
Pm
BITwomUS
----- CoNCREiE
____
1
- --------
GRAVEL/BITUMINOUS
---
CONCRETE
FOREXPANSION
AND
CONTRACTION
JOINTS.
300 ml
IS2 nn x 152Ml 3.5 nn0 “IRE FABRIC
C”RT*IN“ALL
A--j
CEMENT CONCRETE
FORNED
JOINT6 ml “WJEx ES mmDEEP
FILLED
VITH “GT POURED,M~STIC
SEALER
152 mm x IS.2 mm 3.5 ITno “,RE
FABRIC
30 *PO - 20 nn - 390 kg CEMEHT COUCRETI
ITCH
3W
CONTRACTIW
JRTAIN “ALL
TO BE INSTALLED
I TERnIN
OF PAVING
SECTION A-A
JOlNT
DETAILS
mm SECTKIN
TO BE PLKED
COATED
5.0 n MAXIMLI(
OF CONTRACTION
WASTIC
GRAPHITE
CENTER
LuBRIC,~
TO CENTER
JOINTS
JOINT SEALER. 25 nn DEEP
152 mm X 152 nn 3.5 nnB
30 W’a
- 20 nn - 390
No 10 SMOOTH
300 nn
WITH
STEEL
“IRE
FABR,C
ND CEMENT
CONCRETE
DGVEL
GRAVEL
1
_ _ __ ____
3W m SECTION
J--L------~~~~
EXPANSlON
JOINTS
TO RC INSTALLED
DETAILS
_ “:yy”
CO4TED
AT APPROACHES
OF EXPANSION
YlTH
GRWHITE
Jo’NT FILLER
LUBRICmT
TO STRUCTURES
JOINTS
NOTES8
1. ON CURVED
ALIGNMENT,
VPITERVAYS
SHALL BE BPlNKED AS DIRECTED.
2. FOR DESCRIPTIONS,
“ATERIALS
AND CONSTRUCTIDN
METHODS. SEE LATEST
STAND&RD
SPECIFICATIONS,
DATE
OF
ISSUE
g/22/95
PAVED WATERWAYS
NUMBER
211.3.0
DRAWING
FINISHED
NOTES:
1.
2.
3.
4.
30 MPa - 40 rm - 335 kg CEMENT
CONCRETE
TO BE USED.
EXPANSION
JOINTS
TO BE PLACED
24.0 ~1 O.C. MAXIMUM
WITH
INTERMEDIATE
CONSTRUCTION
JOINTS
PLACED
AT 8.0 II O.C. MAXIMUM.
ALL CONCRETE
DIMENSIONS
SHOWN ARE MINIMUM.
PAYMENTS
WILL
BE BASED ON TABLE
BELOW.
HEIGHTS
(t-m)
GROUND
A
OR (n)
WIDTH
T
(n)
hn)
W
OR h)
AREA
rl2
l-l3
PER
”
600
1.20
700
0.600
0.600
750
1.35
750
0.709
0.709
900
1.50
800
0.825
0.825
1.05
1.65
850
0.949
1.20
1.80
900
1 1.080
1.35
1.95
950
1.219
1.219
1.50
1 2.10
1.00
1.365
1.365
1
0.949
1
1.080
J
DATE
OF
ISSUE
g/22/95
L0W RETAINING WALLS
DRAWING
NUMBER
302.1 .O
lNrm.L SunmA,”
SEEErnA”I*G 209.l.o
CUF!TAIN WALL ON SIDES
of SLABS SECTION B-B
CONSTRUCTIDN
JOINT DETAIL
JOINT DETAIL
MITES
b,,.,.,.
M
irmm
SPECIAL SLOPE PAVINGUNDER BRIDGES DATE
o;~:/s2~5.~
30 MPa - 40 mm - 335 kg DRAWING NUMBER
REINFORCED CONCRETE SLAB
303.1.0
200
nn-
I-
J
GRADE
-
.-----------
FRONT
200
nn-
VIEW
OF
SIDEWALK
RISERS
TREADS
I
:
DESIGN
c-
-I
230
-
-
25
GRADE
Df
,.%
r--J /’.
/’
cs
DESIGN
50 nn
VIEW
c
-2200
-
240
I
I
ml
25
GRADE
OF
/’
/-
,/I
J
SIDEVALK
SLOPE
RISERS
TREADS
DESIGN
-
I
mm CHAMFER
--
NOTES:
B
mm270
r.e-J
FRONT
A
/==i==
SIDEYALK
I
II-----------,
_)
FRONT
mm,
mn CHAMFER
I
-
151
30
1”
180
27
C
VIEW
1.
2.
WHERE
GAL”.
STEEL
PIPE IS REQUIRED
SEE DRAWING
409.1.0
C,LL CONCRETE
DIMENSIDNS
SWVN
PlRE MINIMUM
EXCEPT
RISERS
WHICH
HAVE 5 nn TOLERANCE.
3.
FOR
RElNFDRClNG
STEEL
AND
CONCRETE
WANTITlES
SEE
AND
DRAWING
TREADS
3042.0
DATE
OFIS
9/
CEMENT CONCRETE
STEPS
DRAWING
N
30
SECTIOt4
I
A-i?
I--~”
I
J
FRONT
Ff,R
DESIGNS
AU.
CONCRETE
‘A’,
nn
I
VIEW
‘8’
SHALL
AND
BE
SIDE
‘C’
SEE
30 140.
DRAWlNG
-
40 nn
304.1.0
-
335
kg
VIEW
a3dWw
~1 a3tn
08 NVHI
SS31
38 01
S033dS
ION S1 11NlYJ3 03dO-E
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01 AlddV
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335 SllVl30
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SIINIAVNI
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3W SlIV13lJ
113HlO ‘E
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3Hl JO 33VJ
3HI ClNOlV SlN3W3WlSV3W
3kiV NMOHS lINVll0
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M HZ‘AI
Sl AVtUlVL!d
3HI 01 lN33VraV
3dolS
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3H1 N3HA 3781131lddV
St NOIIVllVlSNI
30 lKlH13N
SlHl
‘I
w”==*
B31oN
(UW OSS SAVAlV
St lH013H
3 31ON)
‘Z!+uu
Li!B lH!,13H
IINV HV3B 31BHl
01 39NVHJ
‘NVill3W
NI (133Vld
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‘HV38 31tJHl
IlO3 u Ct’SI
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md
tm431
akwativis
s
Wj
AlNO SON3 P3lthlll
mo1133s
4/W
.x.
llV130
~11‘1 ”
.~llDla3s
IPY n-un
_
.A.
itv13a
TRAFFIC
122.86
FLOW
*
1
m-t
38.10
CIRG”~
II
I
5
l--
WERHCAO SIGN POST ,
2
>
I
*IIs
<<
t
,,$,”
1
;,y”
.f<
I,
I
EDGE OF SHOWOER
,
(
1
SEE TABLE ON DRLWING 401.3.0
MMfNsIONS
l *
15.24 m FOR THRIE SCAM
l **
STANDUIO LENGTH POS,S SHlt,.
LUSEO
IN RAMPEO SEClIONS
mt-
I
CURVE11.43 mt
I
,
‘A.
,
,
TANGENT t 1.43 mt
t
,
’ B*
I
0
’
C*
1. LENGTHS OF HIGHWAY GVARG SHOWN
ARf MEASUREMENTS ALONG FACCL OF
RA!LING.
2. FORDESCRIPTIONS.
MATERUL
AND
PI AN VIFW
AILING
APPROACH
EN0
SECTION
3.
**;
ST TO BE SPACED
1.905
4.
m C. TO C.
5.
P FVATION VIFW
6.
SPAN
-
L
AN0 CONSTRUCTION
METHODS. SEE
THE STANOARO SPECIFICATIONS A,&,
CONSTRUCTION
DRAWINGS 401.1 .O
AN0 401.5.0
- 401.10.0.
FOR BACK UP PUTE DETAILS SEE
CONSrR”CrlON
ORAWlNGs 401.6.0
AN0 101.8.0.
GETAILS SHOWN HEREIN ALSO APPL”
TO THRIE BW GUARD RAIL. EXCEPT
f$ OTHERWISE NOTEO.
WHEN PLACED IN MEOUN. CHANGE
TO THRIE BEAU dr HEfGHT OF
725mm
+ 25mm
POST TYPES SHALC NOT BE
INTERCHANGED IN ANY CONTINUOUS
RUN OF GUARD RAIL. BRACKETS S,ML
SIMIUR TO POST,
GUARD RAS. WITH POST
SPACING
OF 1.905
m
GUARD
RAIL WITH POST
SPACING
OF 1.905
m
B!l.L
-
--J
31.41iT
-
FOR
EDGE
OF
ROADWAY
f
GUARD
RAIL WITH POST
SPACING
OF 1.905
m
x
TYPICAL
INSTALLATION
I A I B
ALL
GUARD
RAIL
I
CONFIGURATIONS
SHOWN
SECTION
W SECTION
1 THRIE
BEAM
I
0.5 n*
ON DWG.
C
2.0 nf
1.0 nk
2.3
II*
401.1.0
Z-Z
I
I
NOTE: ALL MFASUREMENTS
ARE FROM EDGE OF USABLE
SHOULDER
**
FOR OVERHEAD
SIGN
A
PRDTECTILIN
C
B.
W SECTION
I SEE
zu
THRIE
BEAM
IV
: 2H
SLOPE
457
nnf
991
pIpI*
1.98
nf
2.31
II?
IV
: 4H
SLOPE
1.83
nf
2.36
n*
3.35
nt
3.68
n+
1v
: 6H
SLOPE
4.88
nf
5.41
mt
6.40
nf
6.73
nf
DRAWING
401.1.0
SEE DRAWING
401.2.0
OAE
TABLE OF OFFSETS FOR
GUARD RAIL FLARED ENDS
OF
ISUE
?2/3/97
DRAWING
NUUBER
401 .SOR
DCuBLE
DlKNSlON
FACE
BARRIER
‘A’
IS LESS
3, FACE
““EN
1.
2.
3.
4.
5.
6.
WHEN
THAN
TRAFFK
9.14”
OF RAILING
SET AS SHOWN
THERE IS EDGING, CURBING
ON SECTION
2-2
OR BERH ALONG
DRAWING
401.1.0
THE EDGE OF THE SHOULDER.
WS
TYPE OF INSTALLATION
IS ONLY APPLICABLE
WHERE HIGHWAY
GVRRD IS NO, NORHPlLLY
SEE DRAWNGS
401.1.0. 401.5.0, 401.6.0, 401.9.0, 401.10.0
FOR UESCRIPTIONS,
H~TERIALS
AND CONSTRUCTION
METHODS, SEE STANDARD
SPECIFICATlONS.
ALL POSTS TO BE SPACED 1.91 n CENTER T,, CENTER.
FOR DETAILS
OF CONNECTION
TO UPILL. SEE DRAWINGS
402.7.0 - 402.10.0
POST TYPES WE NOT TO BE INTERCHANGED
IN ANY CONTlN”D”S
RUN OF G”,,RD
RAlL,
BRACKETS
ARE TO BE SIHILAP
TO PllSTS.
REBVIRED.
FLOW
m,.,.,.
STEEL THRIE BEAM HIGHWAY GUARDDATE
oFgy;&
TYPE SS
DRAWING
NUMBER
RAIL DETAILS
401.5.0
wts
STEEL THRIE BEAM HIGHWAY GUARDDATE
o:~;/s2~s.~
TYPE SS
DRAWING
NUMBER
POST AND OFFSET BRACKET DETAILS
401.6.0
n
ji: --\$---__---_-T-G-e---B--8
5
r\”
t: z -----l------_-:tj -~---~-=~~~-~i_l_--- Ji;
2.
9:
---_---------c,:
GO :r
zi
B
-J!
l!e!EmM
riT%Ylmm
STEEL BEAM HIGHWAY GUARD
NPE SS
W-RAIL
SECTION
DATE
o;T;/5295
DRAWING
NUMBER
401.7.0
STEEL BEAM HIGHWAY GUARD
TYPE SS - W-RAIL
POST
AND
OFFSET
BRACKET
DETAILS
‘*K o;~;/s2gs
DRAWING
NUMBER
401.8.0
:z
z
“E
:
!z
L-4
@ssJt
(p--o ----O-~
--_______--_______
--_@I
-------_______---_
l-J-* -----f-J - 0
_______----_______
“I
LME
STEEL BEAM GUARD RAIL
WITH “C” POSTS
Y
5:
:
8
x
z
L
E
OF
ISSUE
g/22/95
DRAWING
NUMBER
401 .Q.O
*
; T---j
/
I-J-L
DOUBLE FACE
i
L---i
SINGLE
I
*
WHEN PLACED
TO 775 mmf25
RDumvAslER
CUT STEEL)
FACE *
IN MEDIAN
mm.
PDSTDETUL
CHANGE
TO THRIE
BEAM,
POST
AND
CHANGE
OETAU
HEIGHT
NOTES:
1. PUST SPPICING, APPRmlM END b TRAILING ENDS ARE SlNlLAR TO THUSE SHUWN FUR STEEL vi’ POSTS.
2. I\LL NUTS. BULTS L YASHERS
ARE TO BE GALVANIZED.
3. ALL ,,ATER,ALS
b DlHENSIUNS
Uf FITTINGS
NOT SHUVN ABOVE
ARE TO BE SIMILAR
TO THE CORRESPONDING
ELE”ENTS
SHOWN FUR STEEL ‘Ii’ POSTS.
4. TERHINAL
SECTIONS
FUR DOUBLE FACE 6 SINGLE
FACE GUARD RAIL ARE SHDVN ON DRAWNGS
401.6.0, 4X.8.0
5. ALL SPLKES
PlRE TU BE MADE AT PUSTS~
6. FUR WE TYPE OF “UUD
b “UUD
TREATWENT.
OTHER MATERIALS
b METHUDS
UF CUNST., SEE STANDARD
SPECIFlCATILlNS
6 SPEClPlL
PRuVISIuNs.
7. FUR DETAILS
UF SLUT IN BACK-UP
PLATE SEE DRAWNGS
401.7.0 L 401.8.0
B. BACK-UP
PLATE
IS PLACED
BEHIND RAIL ELEMENTS
AT INTERMEDIATE
POSTS. i.e. NON SPLICE
LOCATION.
9. STEEL
POSTS ME
TU BE SUBSTITUTED
AT THE SAME BID PRICE, FOR CERTAIN
“KID
POSTS IN A “GOD
POST
RUN WHEN CEMENT CONCRETE
EMBEDMENT
IS REWIRED.
,
llCNI
,
DATE
STEEL BEAM GUARD RAIL
WITH WOOD POST
OF ISSUE
g/22/955,
DRAWING
NUMBER
401 -10.0
SPECIAL BASE ANCHORAGE FOR DATE
‘;y;&g~
HIGHWAY GUARD INSTALLATION
Dwv,,NG
NUMBER
ON CONCRETE
401.11.0
v
150 x 13.5
STEEL
POST
OR ‘C’ PDST 7
I-
V
SEE
TABLE
PLAN
SO m BIT”NINWS
CONCRETE
VALK
SURFACE
IF EXISTING
SURFACE
IS BITUHINWS
CONCRETE,
OTHERVISE
CONTINUE
25 NPO - 40 nn - 310 kg
CENENT
CONCRETE
TLI MEET
EXISTING
SURFACE.
75
“NMffiRWND
UTILITY.
BRIDGE
mn SAND
CUSHION
FODTING
DR OTHERS DESTRUCTION
ELEVATION
DIMENSION
HEIGHT
305
PIP) TO 457
II”
457
“11 TO
mm
OVER
ENVELOPE
OF EXISTING
H
SURFACE
ABOVE
TOP
OF SAND CUSHION
I
I
LIF CONCRETE
762
762
rm
VARIES
305
“PI TO 457
nn
( VhRIES
457
nn
t-m 1 610
762
I
I. OFFSET
BRACKETS
ARE TO BE INSTPlLLED
ON DRAVINGS
40 1.1.0 AND 401.5.0 - 401.9.0
w
(nn)
HEIGHT GF SURFACE
ABDVE
SAND CUSHICIN
AND
RAILS
ARE
TO 762
t-n”
TO BE “DUNTED
762
I457
AS
L
(Pm)
,,m
IMBEDMENT
mpl
m-r r;K\
PI”
I 4577
WOVN
MODIFIED GUARD RAIL
POST INSTALLATION
WHERE STANDARD
762
IS NOT FEASIBLE
DATE OF ISSUE
9/22/95~
DRAWING
NUMBER
401.12.0
2 No. 15 BAR
50 Mm 0 LIFT
E DRAWING
T
s
HOLE
COVER
401.14.0
30 MPrJ - 20 “n
2 NO. 15 BARS
- 390
kg
No. 15 BARS
914 nn* q .C.
(I.83 nf LONG)
(4 AT EACH
SPACED AT
150 nn)
2 NO. 15 BARS
END ELEVATIIIN
x
REINFLIRCING
SEE
450
“M 150
e-m B LIFT
LIFT
*
DIAGRAM
NUMBER
401.13.1
3.0 n -{
t
t-
DRAWING
HGLEk4”
“N --/
HOLES
FOR FOUNDATION
DETAILS
SEE DRAWING 401.150
FOR DESCRIPTION,
MATERIALS
AND CONSTRUCTION
METHOD SEE
LATEST
STANDARD
SPECIFICATIONS.
FOR BARRIER DETAILS
ON STRUCTURES.
SEE BRIDGE MANUAL.
NOTES:
1. THE MAXIMUM OPENING
THAN 6 “11.
2. A 13 nn PREMOULDED
EVERY 12.0 n.
BETWEEN
SECTIONS
EXPANSION
JOINT
TO BE NG GREATER
FILLER
TO BE PLACED
PRE-CAST CONCRETE
JERSEY MEDIAN BARRIER
SINGLE FACE
DATE OF ISSUE
g/22/93
DRAWING NUMBER
401 .I 3.0
1500
l2-(15>
LONGIT
BAR
CCINTINUDUS
FOR
WHOLE
BARRIER
_^-^-^---.
“rl
PRE-CAST CONCRETE
JERSEY MEDIAN BARRIER
----
REINFORCEMENT
DETAILS
I
DATE OF ISSUE
g/22/95
DRAWING NUMBER
401.13 1
I
36 “n
Y 152 “n
SLOT 255
“11 DEEP
25 rm 0 PLAIN
460 n”
150
BAR DOWEL
LONG (GALVANIZED)
ll”
- (15) LONGIT
CONTINUOUS
&3e
“”
L
I
ELEVATION
3.0 “-y\
2 - (15) LONGIT Ck&d
FOR WHOLE BARRIER
SECTION A-A
NOTES:
1.
2.
3.
DOWELS TO BE GALVANIZED.
FUR ADDITIONAL
DETAILS SEE DRAWING 401.13.0
FOR BARRIER DETAILS ON STRUCTURES, SEE BRIDGE MANUAL,
SECTION B-B
25 rm 0 PLAIN
BAR DOWEL
460 “PI LONG
25
TOP OF
SURFACE
50 nn 0 LIFT
SEE DRAVNING
HDLE
40,.,3.
rm B PLAIN
SEE DRAVING
BAR DO
401.14.
30 MP. - 20 rm CEMENT CDNCR
GRAVEL
BORRLI
SLAB
BETWEEN
2 SINGLE
so nn 0 LIFT
SEE DRAYING
SPECIAL
DOUBLE
FACE
BDRRD”
BARRIER
*
30 b!Pa
CEMENT
FACE
ZDI?
I5
401.13.0
so n
MlN.
IN BAR
- 20 ?I- CONCRETE
2 NO. L5 BARS
REINFORCING
STEEL
DOUBLE FACE
SA”E
DEPTH AS UNDER RDADYAY.
FDR DESCRIPTION,
MATERIALS
4ND CDNSTRUCTIDN
METHOD
SEE
FDR BbRRIER
DETAILS
ON STRUCTURES,
SEE BRIDGE
IIANUAL.
BARRIER
CAP BUlLT
USING 30 MPa - 40 nn - 335 k~ CEKNT
i*
13nn CHAMFER
BAR
SEE
*
---I I-
BARRIERS
DRAVING
LATEST
401.13.1
SThNDARD
SPECIFIC~TIDNS.
CONCRETE.
NDTES:
1. UNLESS
OTHERVISE
SPECIFIED,
BnRRIER
WALLS ARE TO BE CONSTRUCTED
IN 3.0 n SECTIONS.
2. THE “A\X,MM
OPENING
BETWEEN
ADJACENT
SECTIONS
DF BARRIER
“ALL
TO BE ND GREATER
THAN 6 mm.
3. A 13 nn PREMDLDED
JDINT
FILLER
IS TO BE PLACED
AT 12.0 n INTERVALS
OF THE MEDIAN
BARRIER
AND THE C,.P SEPPIRATDR.
mwt-
PRE-CAST CONCRETE
MEDIAN BARRIER
WITH CONCRETE CAP SEPARATOR
DATE
OF
ISSUE
9/22/95’~~
DRAWING
NUMBER
401 .I 5-o
-=-=----==I
----*s-s
0
'a
I,
z
d E!
L
Ii
-_-----__---_-__il
-i
0
.- <
-
gm
ii!!!!!*
-
STEEL THRIE BEAM HIGHWAY GUARD aATE
‘i$;>&
TYPE SS
DRAWING
NUMBER
MEDIAN-BARRIER
401.16.0
SEE END
DETAIL
--___--------------______
ELEVATION
4-(15)
LOGIT
SECTION
SECTION
fiEpJ%J
NOTES:
1. ALL
2. FOR
EDGES SHALL
BE ROUNDED WITH A 25 t-m RADIUS EXCEPT
DOWELL
CONNECTION
DETAILS
SEE DWG. NO. 401.14.0.
AS SHOWN
8-~15>x1500
LNG LONGIT
nn
BAR
2-(15)
LONGIT
BAR
CONTINUIJUS
FOR
WHOLE BARRIER
<SEE DRAWING
(15) LONGIT
BARS AT
300 mm (TYP)
-----
NO. 15 BARS
BARS AT
300 nn (TYP)
2-(15)
LONGIT
BAR
CONTINUOUS
FOR
WHOLE BARRIER
ANCHORAGE
DETAIL
1
m
9.5
pJFpJ
d!l
BAR A (15)
NOTES:
1. THE TOTAL
LENGTH
OF THE BARRIER
6000 mm IS THE MOST COMMON.
2. USE MINIMUM
COVER
q F 40 tit-.
3 MATERIAL
Is 30 MPO - 20 r)m - 390
MEDIAN
SHALL
kg
BE LESS
CONCRETE
BARRIER
THAN
60000
vm.
A LENGTH
OF
FLEVATION
1.
“LL
LYYLa
.,“..LL
mL
. YY..YLY
P. THIS MRRIER
DOES USE
3. BARR,ER
RESTS DIRECTLY
GRAVEL
LAYER PROVIDES
-1111
I
Cd
n-7
n-“A”a
Lnrir
I
REINFORCEHINT
STEEL.
ON COMPACTED
GRAVEL.
75 nn THICK
LATERAL
SUPPORT
TD THIS BI)RR,ER.
TALL-WALL
I_)
.xr.UVI..
PA”E”ENT
MEDIAN BARRIER
OR COMPKTED
.-.-.-.-.A-
7---------
/
i-u
II I I
I-
I
4 1
I
1
I
I
II
I
ELEVATION
TIilN
B-B
SECTION
A-A
2 RAILS
I
SEE
BRIDGE
STANDARDS
FOR
DETAILS;
LAP
IN
DIRECTION
OF
TRAVEL
NOTE
1. CONSTRUCTION
DETAILS
SHOVN
hLS0
WPLI
TO CHARLEY
CC> POST INSTALLATIONS.
2. THE DOUBLE
RAIL ELEMENT
IS TO CONSIST
OF NESTING
TV0
(2) 2.7 pin THK RAIL ELEMENTS
FOR
DISTANCE
OF 7.62 m, THE SHORT
RAIL
(7.62
n) IS TO BE NESTED
BEHIND
THE CONTINUOUS
RAIL.
3. BACK UP PLATE
NOT REQUIRED
WHERE
RAIL
IS TO BE NESTED.
4. BRACKET
WILL +BE USED ON NEW STRUCTURES
VITH
FLARED
END POST OTHERVISE
THE SThNDI\RD
GUARD
RAIL
POST YILL
BE USED.
A
m,,.,,,
METHODOF PLACINGGUARDRAILTERMINALDATE
o;y;/s29
rmmmCONNECTORS
ON PROP. BRIDGESTRUCTURES
(LEADING
AND
TRAILING
ENDS
W-RAIL)
oRLW’~;;:;;
!
-
J
A
~~
'HOD OF PLACINGGUARDRAIL TERMINALDATE
't$;;&
ON EXIST.BRIDGEW-RAIL DRAWING NUMBER
.--- 10 CONNECTORS
LEADINGEND AT ABUTMENTS& END POSTS 402.2.0
3
MASONRY
BRACKET
FOR
TYPE
SS
HIGHWAY
GUARD
RAIL
DIRECTION
\
I
ABUTMENT
END
I
FACE
\
POST
GUARD
\
RAIL
POST
OF
SPACING
953
I
TRAVEL
MM
FOR
r--j
7.62
M
I
BRACKET
-AI
I
TERMINAL
>
SECTION
hi==
EDGE
OF
SHOULDER
PLAN
DIRECTION
ABUTMENT
END
OF
FACE
TRAVEL
..-_
.,
POST
TERMINAL
GROUND
SECTION
LINE
1
I
I
I
Ll
I
FOOTING
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
II
LJ
I.
----A
POST
1.980
W150 x
n LONG
14
I
I
I
I
I
I
I
I
I
I
I
I
i i
I
I
I
I
LJ
I
I
I
I
I
I
I
I
I
I
I
I
LJ
I
I
ELEVATIUN
NOTES:
1.
FOR
2.
3.
FOR NESTING
DETAlL
B4CK
UP PLATE
NOT
MwJS
mm
sl%lNlDm
BRACKET
DETAIL
SEE
DRAWINGS
402.4.0
SEE DRAWING
402.2.0
REQUIRED
WHERE
RAILING
AND
402.50
IS
NESTED,
SEE
SECTION
B-B
DRAWING
402.2.0
INSTALLATION
OF STEELBEAM GUARDRAIL DATE
"'97&
(TRAILINGEND) AT EXISTINGBRIDGE ORAWNG NUMBER
ABUTMENTSAND END POSTS(W-RAIL)
402.3.0
813
356
t-or, X 102
nn
X 9.5
nn
DETAIL
IF BOLT
ADD THE
TO
UI ITES:
1.
2.
LDN[
mm
L 152
*
nn
I420
IS THRU EXISTING
DEPTH
(IF RECESS
HYY. GD. RECESS
THAT
TO THE 102 nn LENGTH
IS FILLED
OF INSERT
4NGLE
‘A’
WITH CONCRETE
SIMILARLY
BOLT.
ALL
EXISTING
ttLL
I\RE
WELDING
IS TO
IN MILLIMETERS.
w)
mm~lYPE
HWY.
GD.
BE
RECESSES
DONE
IN
TO
THE
BE FILLED
SHOP
I\ND
WITH
ALL
EPOXY
VELD
CONCRETE.
DIMENSIONS
SHOVN
MASONRY BRACKETFOR HIGHWAYGUARD DATE
"'9~$,,
SS ON ABUTMENTSAND END POSTS,,,,, NUMBER
(TRAILNG
END - W-RAIL)
402.4.0
[ -203
-
me-203
1~~203
nn+j
- +I.- -+- -+I- -QP
Pm
-
L
22
nn8
HOLES
FOR
H20
H.S.
I
BOLTS
nn
102
m-,
LONG
STRUC.
CONC.
INSERT
%
-7
-+
-
-+-
-+-
-y
II
pm
--
PLAN
t
-203
-
BACK PLATE
nn+203
I
n-203
I
n
I
I
360
-+-
!
I
PLAN
K
IF
ADD
TO
BOLT
THE
I420
IS
THRU
DEPTH
EXISTING
OF
THE
HVY.
RECESS
!
nn
!
- FRONT PLATE
GD.
TO
RECESS
THE
102
THAT
nn
IS
LENGTH
FILLED
VITH
OF
INSERT
CONCRETE
AND
SIHlLARLY
BOLT.
3 FOR HIGHWAYGUARD oxEo'9y;f,'/9s
1 MASONRYBRACKI
NPE SS ON ABUTMENTSAND END POSTSmw,NCNu,mR
(TRAILING
END - W-RAIL)
402.50
I
,
ELEVATION
SFCTII-IN
B-E?,
SECTION
A-A
2 RAILS
*
SEE
BRlDGE
STW4DARDS
FOR
DETAILS;
L&P
IN
DIRECTION
OF
TRAVEL.
NOTES:
1. CONSTRUCTION
DETAILS
SHOVN
ALSO APPLY
TO CHPlRLEY
CC) POST INSTALLATIONS.
2. THE DDUBLE
RAIL
ELEMENT
IS TO CONSIST
OF NESTING
TWO (21 2.7 nn THK
RAlL ELEHENTS
FOR
DISTANCE
OF 7.62 m, THE SHORT RAIL
(7.62
n) IS TO BE NESTED
BEHIND
THE CONTINUOUS
RAIL.
3. BACK UP PLATE
NLIT REWIRED
VHERE
RAIL
IS TO BE NESTED.
4. BRACKET
WILL
BE USED DN NW
STRUCTURES
VITH
FLARED
END POST OTHERWISE
THE STANDARD
GUARD
RAIL
POST VILL
BE USED.
A
ISSUE
METHOD
OFPLACING
MRIEBEAMGUARD
RAIL OATE OFg/22/95
TERMINAL
CONNECTORS
ONPROP.BRIDGE
STRUCTURE
Dww,NG
NUMBER
(LEADING
AND TRAILING
ENDS)
402.6.0
06 m
t
ccl.
UhBERS
L
19 m H LI M SLOTS
I. WHEN THE HIGHWAY
GUARD PIN
FALLS ON THE FOIlltNG
CIF THE STRUCTWK
AND TK DISTc\NCE
FRDff THE SURFACE
r0
TtlC TW OF IHE FOOrlNt
fS LESS TMN 991 nn THE POST SHALL BE CUT AND SET ON THf FlltlflHG
IN A CEMENT CWCRETE
ENVELOPE
AS SHOWN IN DETAIL
‘A’ DRAWINGS
402.23
AND 401.121
2. CUNSTRLKTIUN
DETAILS
SM’CIW hLSCi W’LY
10 UOOb AND tHd?LEr
CC, POST INSTCILLATIONS.
3. THE DffUBLE
RAIL tLEHEW
IS TO CtMISf
Uf NESTIHG
TUCI (2, 2.7 nh THK RAIL ELEHEWS
FUR A DISTANCE
Uf 7.62 fi, THE
SHwf
RAIL (7.62 d IS f[l BE NESTED BEHIND
THE COHTINIAIUS
RAIL. SEE SECtf[MI
U-B.
4. BACK UP PLATE NUT REPUIRED
WHERE RAIL IS TU BE NESTED.
“ASONRY
BRACKET
FOR
TYPE
SS HIGHVAY
GUARD
RAIL
\
ABUTMENT
FACE
I
M20 H.S. BOLTS
102 nn LONG
I
In
ru
n
t-l
I
TERMNAL
SECTION
elODIFIED>
EDGE
OF
SHOULDER
!!
DIRECTION
ABUTHENT
END
TERMINAL
FACE
POST
OF
7.62
NEST
I
TRAVEL
n
THE
RAIL
SECTI
GROUND
LINE
I
1
POST
1 1.980
WI50
x
n LONG
14
I
I
I
I
L 1 II II
I
I
I
I
FOOTING
m--J
I
I
I
I
I
I
I
I
LJ
NOTES:
1.
2.
3.
4.
W”JIFIFn TFRMINA’ FN9
us?b,.,,.,.,..
5.
FOR BRACKET
DETAIL
SEE DRAVINGS
402.9.0
AND 402.10.0
FOR NESTING
SEE DRAVING
402.7.0
STANDARD
TERMINAL
END HAY BE CUT
AND FINISHED
IN ACCORDANCE
“IT,,
STANDARD
SPECIFICATIONS.
BACKUP
PLATE
NOT REQUIRED
YHEN
RAILING
IS NESTED.
GUARD
RAIL
POST SPACING
953
plm
FOR 7.62
n.
INSTALLATIONOF STEEL THRIE BEAM DATE OF ISSUE ..~
GUARD RAIL (TRAILING END) AT EXISTING,,,N,'~~~8~
BRIDGEABUTMENTSAND END POSTS
402.8.0
END WALL
T&
L
152
RAIL
r)m
X 102
nn
X 9.5
“,I
8,3
SQUARE
VELDING
DETAIL
-*
RAIL
LL
SEE
IF
ADD
TO
NOTES
,.
2.
BIILT
HZ0
ALL
ALL
SHDVN
w-m
IS
THE
‘A’
VASHER
.=
10 nr
PLATF
K
LONG
VASHER
CUT
FOR
!Y
s!
nn
THRU
DEPTH
EXISTING
OF
RECESS
152
nn
DETAIL
HVY.
TO
X 102
nn
X 9.5
nn
813
nm
LONG
‘A’
GD.
THE
RECESS
102
II,I
THAT
LENGTH
IS
OF
FILLED
INSERT
VITH
CONCRETE
SIMILARLY
BOLT.
EXISTING
WELDING
ARE
HVY.
GD. RECESSES
IS TO BE DONE IN
IN
TO BE FILLED
THE SHOP
AND
VITH
EPOXY
CONCRETE
ALL
VELD
DIMENSIONS
MILLIMETERS.
MASONRY
BRACKET
FORTHRIEBEAMHIGHWAYDATE
*$$&~.
GUARDON ABUTMENTS
AND END POSTS DRAWING NUMBER
(TRAILING
END)
402.9.0
813
E
2
f:
-r
L
02 t-m
I
203 FITI
~)II
203 FITI
I
l
rm
LONG
I
I
22 f)m 0 HCILES
102
203 11"
I
FOR
102 II
I
M20 H.S.
BOLTS
STRUC.
E
Lk
813
102
mrl
203 rim
I
rm
203 mm
I
203 "II
I
I
102 I1P
125 nn*
-+-
-+-
-+-
-+-
----------_-_____.
19 mm0
HOLE
FUR
Ml6
H.S. BOLT
& GD. RAIL
PI AN -
ATTACHMENT
-+-
-+-
-+-
-+-
FRtlNT
PLATF
IF
BOLT IS THRU EXISTING
HWY. GD. RECESS
THE DEPTH OF THE RECESS
TO THE 102
SIMILARLY
TO M20 BOLT.
ADD
m,.,,
PLATE
------_-___,
__----
m
FOR
y-2 Pm
Tk
THAT IS FILLED
WITH
mm LENGTH
OF INSERT
CONCRETE
AND
,MASONRY
BRACKETFORTHRIEBEAMHIGHWAYDATE
';F;&-,
GUARDON ABUTMENTS
AND END POSTS DRAWING NUMBER
(TRAILING
END)
402.10.0
1
""HOG
RINGS
300
mm* ..
r 3EVERY
\
DETAIL SHOWING LINE POST
SET WITH DRIVE ANCHGRS
DETAIL SHOWING LINE POST
SET IN CUNCRfTE FOOTING
SPRM
TENSlDN VlRE 4.5 nn - CDRRUGA
HEAVILY
GllLVRNlZED
(475 GRAHS PER
SOVRRE METER) OR PlLLIHlN””
COATED 120
GRAIHS PER SO”bQE
METER,
CHAIN
CRDSS SECllDN
H-OEM4
LINE PDST
a4NN
LlNK FENCE)
FENCE WITH
(ALUMINUM
LlNE POST, 5 “”
STEEL CLIPS
EVLRY 300 ““*
STEEL OR ALUMlNUM ‘H’
LINK
BEAM LINE
POST
DETAtL OF AN ANCHOR
CLAMP SHGWING POSITION
UF THE ANCHOR
SPRING TENSIGN
COATED
FENCE)
WIRE
CHAIN LINK FENCE WITH
SPRING TENSION WIRE
‘SN411v3ljl33dS
(IWLlNvIS
SlV1LUVw
‘N411di13S3a
LiOj
37813
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s3Am3
snrav6
u 09 01 u OS s3hm
snmvw
u OSI 01 u 09 s3tm-o
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33s ‘SIN3wH3VllV
‘3 41 ‘3 u S’I
‘3 41 ‘3 u 02
‘3 41 ‘3 w 52
33s ‘SO4H13w
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3L13Hfi s3*m
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38 41
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j4 IH413H
3HI
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3,,VH 41 34vAl3S
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ONV ~541 HlOB
a4 w 57 m
‘03,ON
3SlAw3Hl4
SS37N”
HSINI3
03WVE
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3hVH 0, 34V,,,3S
WOllOB
MINIA
03WXlNX
3AVH 41 34VAl3S
dOl
1 tm u zlTm3j
mj
31auu3
I II
I II
3lWV’J
L
X END POSlS
GATE
TO BE USED
J
x
TAKE
UP)
x
GATE POSTS
STEEL
SINGLE
GATE
OPENING
UP TO 1.85
n
DOUBLE
GATE
OPENING
UP 70 3.70
GhTE
OPENlNG
2.M
*: SlNGLE
“n
OF SINGLE
NOTES:
1. TUBULI\R
(75
SIDE
16 P)PI ROUND
LATCH ROD
AUTOMATIC
G&X
BACKSTOP
SET IN CONCRETE
BASE
30 Hh
40 ml - 335 kg 150 nn DIA. x 450 nn.
FOR EACH GATE ““EN
OPENED.
TURNBUCKLE
ON LATCH
OPENINGS.
- 3.95
NOM. 0.0.
n
100 “”
NOM. 0.D. 75 n”
NOM. 0.0.
n
100 nn
NC44 0.0.100
DOUBLE
GhTE
OPENING
3.95
PI - 8.00 n 100 nn
SINGLE
GATE
OPENING
4.25
n - 5.50
DDUELE
GATE
OPENING
THE ABOVE
2. G*TE
FRAHES
8.20
LIMITS
GATE
FRPlHE
UP IO
SlNGLE
GATE
FRAHE
OVER
LINK
THE WENINGS
LlNK
REOUlRED
5, FOR
I
GROUND
nn
CENTER
LINE
1.83 n
LID. PIPE
SOCKET
FOR
S,C!P
CONCRETE
30 “PO
- 40 “PI
30 “Pa
-
CONC.
BASE
DOUBLE
LATCH
40 Il”
GATES
GhTE
PUS,
FDR GATES
TO BE 7°C
50 mn N.O.D.
50 nn N.O.D.
SAME
FENCE.
BASE, SEE DRAWNG
ROD
- 335
kg
335
kQ
-z-l
150 “”
DIA.
ALUMINUM
50 em N.O.D.
ALUHlN””
10 “”
FRBRlC
,,.D.
40 mm N,O.D.
STEEL
FOR
0.D.
NON. 0.D.
INCLUSIVE
STEEL
1.03 n
404.5.0
FOR DESCRIPTION,
MATERIALS
AND CDNSTRUCTlON
METHODS, SEE STANDARD
SPECIFICATIONS.
-,
W,H,Nr?L
CEHENT
ARE
FABRIC
4. CHt+,N
nn
n - 11.00 n 100 np1 NOM. O.D. 171, nm ND,4
OF
3. TRUSS RDDS
DIAMETER
CHAlN
nm NC44 D.D.
NON. 0.0 IO0 “PI NO”.
n 100 mn NON. 0.D.170
b BRACES
SINGLE
I\LUH,NUH
100 mm NON. O.D. 75 n”
AS
IO nn
DATE
-
CANTILEVER FITI-INGS FOR TRUSS
NPE CONSTRUCTION GATES
OF
ISSUE
9/22/95~~
DRAWING
NUMBER
404.7.0
-
‘2& LJJ“:~~
M
I
Lg
g
DATE
CHAIN LINK FENCE
MOUNTED ON GUARD RAIL
OF
ISSUE
g/22/95
DRAWING
NUMBER
404.8.0
_
I
~~~---_------------~~---_--_
r----7
r----7
r----3
L----J
L----d
L----J
u-----------mm
_--_-___----
,J
_________-----~~~--_--------~
‘XW
H CA
H
CHAIN LINK FENCE
POST DETAILS
(C-POST)
.
DATE
OF
ISSUE
g/22/95
DRAWING
NUMBER
404.10.0
l-
ANQDIZED
Px WHITE
SHEETING.
1200
rlrl
m X 80
FIF
300 rm X 1200 mm X .0.6 t-m
ALUMINUM
PANEL
WITH
GRANGE
REFLECTORIZED
BARRICADE
ATTACH
WITH
FOUR 25 MM
HEAD METAL
SCREWS.
16 nm X 280
NO. 8 SPRING
Mm
80 on
PVC PIPE
EE4l.u
-REFLECTIVE
<AS SHOWN
SANITARY
TEE
80 rm
WYE
SHEETING
ABOVE)
X 80
nn
80 I-III SLEEVES
FOR COUPLINGS
(TYP.)
NOTES:
1. ALL PIPE
SHALL
BE WHITE,
WHITE
FITTINGS
ARE PREFERRED
BLACK
MAY
BE USED.
2. ALL JOINTS
SHALL
BE FREE
TCi
SEPARATE
UPON VEHICLE
IMPACT.
3.
4.
5.
SHADED
CONDUIT
TO BE TIED
TOGETHER
WITH
ROPE THREADED
INTD PIPE
INTERIOR.
USE S MM ND.
SOLID
BRAIDED
NYLON
OR EQUIVALENT.
SANDBAGS
SHALL
BE USED TO WEIGH
DDWN BARRICADE.
FOR DESCRIPTION,
MATERIALS
CONSTRUCTION
METHOD,
SEE
SPECIFICATIONS.
AND
STANDARD
6
DATE
OF
ISSUE
g/22/95
STOCK
FENCE
DRAWING
NUMBER
408.1.0
DATEOF ISSUE
-
9/22/qJ
STOCK FENCE
DRAWING
NUMBER
408.2.0
uu
02z
‘NIH
b&J 06
an*s
1SDd 3NIl
,,
II
r-rbk
W-V NOI133S
l----l
am
N01133S
‘NIH
.l.
a3aarus
33~3~
3tlIM
ONV SON3 IV
30 saNws
9NI3UdS
LSISOd
LIOH3NV ONV
83NN03
‘ON3 LID, 33VW
‘L1313W kI3d I)> 9’S
SSVN ‘NIH-NOl133S
319NV UW B’PWIEl
”
SlSlld
803
33s
ONV
LID3
‘I
13,DN
aNV t13NKl3 ‘aN3
319~~ a311au
‘SNOIlV3111133dS
awaNV~s
SOOH13W N0113fltJlSNUJ
SXW31V’H
‘SNOlldl~3S30
WH3Nt’
NaIms
313UN03
E - uw a* - OdW OE
‘NIW UJ OOEx UJ 026
25 mm BLACK
ANODIZED
CHAIN
LINK FENCE
6 nn TACK VELD
AT 300 cm ON TOP
RAILS
AND ON END PICKETS
GALVANIZED
CAULKING
7
f
r
STEEL
40
mm EKTRA
65
mm STD.
STRONG
GALV.
I
I
I
aA,
HAND RAIL
GALV.
STEEL
STEEL
PIPE
PIPE
SLEEVE
25 nn BLACK
ANODIZED
CWIN
LINK
FENCE
FABRIC
6 nn TACK VELD
AT 300 “PI DN TOP AND B,,TTI,M
RAILS
AND ON END PICKETS
I
DETAIL
PIPE
NOTES:
1. vem
USED 0N A CURVE
ALL RAILINGS
TG BE
CURVED
TO LINE BEFORE
ERECTION,
2. GALV.
STEEL
PIPE FENCE
b HAND RAIL
TO FOLLOW
GRADE
OF COPING
OR STRUCTURE.
3. STANDARD
OR SPECIAL
FITTINGS
ARE TD BE
USED W JOINTS
WAY BE WELDED.
4. FOR DESCRIPTIONS.
MATERIALS
AND CONSTRUCTIDN
RETH!XIS,
SEE STANDARD
SPECIFICATIONS.
I
JI
-----
FABRIC
L
,BITUnEN
900
fy!yzzJ
1
L
SEE
DETAIL
‘A’
I
GALVANIZED
STEEL PIPE FENCE
m
2 mm SHEET ALUMINUM
375
MASS. DEPT. OF
ENVIRON’MENTAL
PROTECTION
FILE NO;mm---
mm
4
m
Y);
LT~
%y
750 mm -------I
R
2
z
COLORS
i
LEGEND - BLACK (NON-REFLECTORIZED)
BACKGROUND - WHITE (REFLECTORIZED>
THE SIGN IS TO BE MOUNTED ON A MASSACHUSETTS
HIGHWAY
DEPARTMENT
STANDARD “P-5”
POST
NOTES:
1. THE SIGN IS PLACED ON ALL PROJECTS SUBJECT TO THE PROVISIONS
THE MASSACHUSETTS
WETLANDS PROTECTION ACT.
2. THE LOCATION OF THE SIGN IS TO BE DETERMINED BY THE ENGINEER.
3. SEE SPECIAL PRUVISICINS
FOR THE MANUFACTURE, MAINTENANCE,
ERECTION AND REMOVAL RESPONSIBILITIES.
4, USE SERIES ‘D’ FOR LETTERING.
OF
FOR NEW WALLS
PROPRIETARY
WALL SYSTEMS:
FOR SELECTION AND DESIGN OF
NEW PROPRIETARY
WALL SYSTEMS CONTACT THE GEOTECHNICAL
SECTION OF THE MASSACHUSETK
HIGHWAY DEPARTMENT.
NEW
PROPRIETARY
WALL SYSTEMS WILL BE SELECTED AND DESIGNED
TO FIT SITE CONDITIONS.
PROPRIETARY
WALL SYSTEMS
DESIGN 'B'
NOTES:
1. THESE
DEPTHS
MAY VARY
2. FOR DESCRIPTIONS,
METHODS,
REPAIR
SEE
TO SUIT
MATERIALS
STANDARD
CONDITIONS.
AND CONSTRUCTION
SPECIFICATIONS.
TO EXISTING
WALLS
ONLY
DATE OF ISSUE
-
METAL BIN-NPE
DESIGNS
RETAINING WALL
“A”
AND “B”
9/22/95~
DRAWING NUMBER
503.1.1
DESIGN 'C'
NOTES:
1. THESE
DEPTHS
MAY VARY
2. FOR DESCRIPTIOiS,
METHODS,
REPAIR
SEE
TO SUIT
MATERIALS
STANDARD
TO EXISTING
CONDITIONS.
AND CONSTRUCTION
SPECIFICATIONS.
WALLS ONLY
DATE
-
MET-AL BIN-NPE
DESIGN
OF ISSUE
9/22/95~
RETAINING WALL
” C”
DRAWING
5f
NUMBER
33.1.2
DESIGN 'D'
REPAIR
TO EXISTING
METAL BIN-TYPE
DESIGN
WALLS
ONLY
RETAINING WALL
” D”
DESIGN ‘E”
REPAIR TD EXISTING
r
Mil
METAL BIN-TYPE
DESIGN
WALLS ONLY
RETAINING WALL
“c
DATE
OF
ISSUE
g/22/95
DRAWING
NUMBER
503.1.4
DESIGN ‘F’
REPAIR
Tll
EXISTING
WALLS
ONLY
QATE
-
METAL BIN-TYPE
OF
RETAINING WALL,
DESIGN “F’
ISSUE
g/22/95
DRPlWlNG
NUMBER
503.1.5
I-
r
TABLE
LOADING
R =
k
BATTER
CONDITION
WALL THICKNESS
WALL HEIGHT
SLIGHT
WITH
SUPERIMPOSED
LOAD
LEVEL
SLOPING
II
WALL Oh
6V : 1H
I BATTER
1
WALL
HEIGHT
<n)
= &
H
TO 3 X II
2
SLOPING
2
ABOVE
3 X D
OVER 3 X D
BUT NOT OVER
30 Pl
Q
(R=0.60)
-
CHART A
1.20
1.60
2.00
2.40
2.85
3.25
3.65
41)s
4.45
4.85
5.25
5.70
6.10
6.50
6.90
7.30
7.70
8.10
8.50
8.90
9.35
9.75
___i___
10.15
\
10.55
10.95
A
i
B
C
D
EL
WALL DESIGN
REPAIR
TO EXISTING
WALLS
ONLY
DATE
-
METAL BIN--lYPE
RETAINING WALL
DESIGN CHART
OF ISSUE
g/22/95
DRAWING
NUMBER
503.1.6
t------ID”
STRINGERS
COLUMN
7
SPLIT
COLUNN
-,
‘\
PLAN
3 ,I PANEL
SECTION
3 n PhNEL
SEC
3 ;1 PANEL
SECTIDN-
BIN ASSEMBLY AT
FRONT COLUMN
(SIMILAR
I. ALL NUTS AND BOLTS TO BE GALVANIZED.
2. FOR DESCRIPlIONS,
MPITERMLS
AND CONSTRUCTION
METHODS, SEE SThNDNDARD SPECFICATIONS.
REPAIR
AT REAR
TO EXISTING
COLUHN,
WALLS
ONLY
33IldS NbWl03
IV AlEW3SSv
X3,“,
WI B’c
13NNVH3
CINI133NN03
I
/
..
..
H
Y
.
DEMOUNTABLE STATION MARKER
AND PROJECT MARKER
OATE
OF
ISSUE
g/22/95
DRAWING
NUMBER
505.1 .o
I--,” osr-l
BOUNDS
DRAWING
NUMBER
506.1 .O
REPLACtXNT
OF BOUND BROKEN
POINT WAS ESTABLISHED.
BOUNDS LOCATING
NEW CORNERS
ESTABLISHED.
ALL
13~
OR LOST
WILL
WILL
BE INSCRIBED
LETTERING
V
BE INSCRIBED
SUNK
WITH
THE
WITH
YEAR
THE
NEW
YEAR
BOUND
CORNER
WAS
TO BE
LETTERS
FOR CORNER
PPOSITE
FACE
OPTIONAL- HAMMERED
OR ROUGH SAVED
STATE LINE
CITY OR TOWN CORNER
NOTES
1. TOP
AND
4 SIDES
2, ,,., SPECIF,ED
3,
FOR
L~CATI,,,,S,
a DISTANCE
OF 300
,,O,,UHENTS
F,,R DESCRIPTIONS, “ATERlALS
MAY
nn TO BE HAMMERED SMOOTH.
BE HAWERED
SMOOTH
ON TOP
AND
4 SIDES
MOVE
AND CONSTRUCTION METHODS SEE STMIDARD SPECIFICATIONS.
STONE MONUMENTS
GROUND
LIME.
DRAWING
NUMBER
DESCRIPTION
GENERAL NOTES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TR.i
SMALL SIGNS
STANDARD
STATE ROUTE MARKER (Ml-5)
. . . . . . . . . . . . . . . . . . . . . . . ‘.TR.l.l
TYPICAL INSTALLATION
FOR SMALL SIGNS (UP TO 2.0 SOUARE
METERS) . . . . .TR.1.2
INSTALLATION
FOR TELESCOPIC
POST IN CONCRETE
OR
BITUMINOUS
CONCRETE
SURFACES
. . . . . . . . . ’ . . . . . . . . . . .. . . . . . . .TR.1.3
DISTANCE
MARKERS,
DELINEATORS.
AND WARNING
PANELS
TYPICALMILE-MARKER
INSTALLATION
.......................
TYPICAL TENTH-OF-MILE
MARKER INSTALLATION
................
DELINEATOR
SPACING
& TYPICAL P-9
POSTS .....................
lYPlCAL
REFLECTORIZED
WARNING PANEL (kit-2)
...................
TYPICAL ABUTMENT
WARNING PANEL (Hl-3)
......................
AnE,,UAT(,R
pJ,f.,E~s
........................................
DELINEATION
FOR GUARD RAIL TERMINI
....
~~~~~~~~~~~~~~~~~~~~~~~TR.2.7
OVERHEAD
..TR.2
.l
.TR.2.2
..TR.2.3
aTR.2.4
*TR.2.5
TR.2.6
SIGNS
HIGHWAY SIGN SUPPORT
AND SIGN SUPPORT
FOUNDATIONS
(NON-BRE)#AW,Q’
SuppORq
. . . . . . . . . . . . . . . . . . . _. .
FOUNDATION
j-)ATA TABLE . . . . , . . . . . . . . . . . . . . . . _ . . . . . . .
TYPICAL PANEL AllACHMENT
TO OVERHEAD
SUPPORT
. . . . . . . . .
TYPICAL PANEL ATTACHMENT
TO OVERHEAD
SUPPORT
(CONT’D)
. .
LARGE GROUND
MOUNTED
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. . . TR.3.1
.
,TR.3.2
. . .TR.3.3
. . .TR.3.4
SIGNS
TYPICAL GROUND
MOUNTED
SIGN INSTALLATION
AND LOCATION
..........
ALUMINUM
PANEL DETAILS - SIGN CQMPONENTS
....................
ALUMINUM
PANEL DETAlLS - METHOD OF AITACHMENT
FOR EXIT TAB ......
ALUMINUM
PANEL DETAILS - POST CLIP AND BOLT DETAIL .............
Typ,(-~,,EX,T TAB AND GORE SIG,., ..................
............
lYPlCAi
INSTALLATION
FOR SIGNS WITH AREA OVER 2.0 SQUARE
METERS . .
SIGN POST AND STUB POST FOR W SHAPE .‘.....................
SIGN POST AND STUB POST FOR SlDOxll
AND S13Dx15
SHAPES
. . . . . *-.
POST COPING AND FUSE PLATE DElAlLS
. . ..-.-...--.-..--.-..-...TR.4.9
HINGE Dmj,,L
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . .
BASE CONNECTION.
FUSE PLATE, AND FOUNDATION
DATA TABLES
. . . . ’ . .
POST SIZING CHART
WIND ZONE 1
. . . . . . . . . . . ’ . . . . f . . . . . . . . . .
POST SIZING CHART I WIND ZONE 2 1 . . . . . . . . . . . . . . . . . . . . . . . . . . .
TEMPORARY
WOODEN YIELDING
SUPPORT
. . . I . . . . . . . . . . . . . . . . . . . .
hTR.4.1
mTR.4.2
TR.4.3
TR.4.4
TR.4.5
.TR.4.6
aTFt.4.7
.TR.(I.B
.‘TR.4.,0
. TR.4.11
.TR.4.12
~.TR.4.13
.TR.4.14
D6/D8
SIGNS
06 WIT,., DB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .fR.5.1
D6/DB
SIGN POST AND STUB POST . . . . . . . . . . . . ... . . . . . . . . . . . . . . . TR.5.2
SIGN Bi+,,-Km
DETAILS FOR D6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .T,+‘5.3
C,,,@
FOR 08 AmACHMENT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TR.5.4
DATE
OF
ISSUE
5/l
TABLET OF CONTENTS
DRAWING
.~
3/95
NUUBER
TOC 1
DRAWING
NUMBER
I
I
PAVEMENT
MARKINGS
PAVEMENT
MARKINGS
TABLE
RAISED PAVEMENT
MARKER PLACEMENT
MPICAL
PAVEMENT
MARKINGS
FOR FREEWAYS
lYPlCAL
PAVEMENT
MARKINGS
FOR FREEWAYS WITH TRAVEL
PERMITTED
IN BREAK-DOWN
LANES
APICAL
PAVEMENT
MARKINGS
FOR CONVENTIONAL
ROADWAYS
PAVEMENT
MARKINGS
AND SIGNING FOR TRANSITION
FROM
4 LANES DIVIDED TO 2 LANES
PAVEMENT
MARKINGS
AND SIGNING
FOR CLIMBING
LANES
TEMPORARY
PAVEMENT
MARKINGS
IN WORK ZONES
PLASTIC
TR.6.1
TR.6.2
TR.6.3
TR.6.4
TR.6.5
TR.6.6
TR.6.7
TR.6.6
DRUMS
TR.7.1
DATE
OF
ISSUE
5/13/95.,
TABLE OF CONTENTS
DRAWING
NUMBER
GENERAL
NOTES
THE
AND
SIGNS. FOUNDATIONS.
AND SUPPORTS
SHALL
ERECTED TO CONFORMWITH THE FOLLOWING:
THE
AND
DEPARTMENTS
STANDARD
BRIDGES
( 1995 edition
THE DEPARTMENTS
( Current
edition
of
SPECIFICATIONS
FOR
ond OS subsequently
MANUAL ON
the MUTCD
UNIFORM TRAFFIC
with subsequent
BE FABRICATED
HIGHWAYS
omended
CONTROL
omendments
).
DEVICES
).
THE A.A.S.H.T.O.
PUBLICATION
ENTITLED “SPECIFICATIONS
FOR DESIGN
AND CONSTRUCTION
OF STRUCTURAL
SUPPORTS
FOR HIGHWAY SIGNS”.
( Current
edition
)
THE DEPARTMENT
HAS STANDARDIZED
CERTAIN SIGNS AND SUPPORTS,
PAVEMENT MARKINGS.
AND OTHER DELINEATION.
THE DESIGN,
PLACEMENT,
m. OF THESE AS SHOWN HEREIN SHALL BE USED 0~
ALL CONTRACTS
AS NEEDED.
ALL STIFFENERS,
BOLTS, NUTS, CLAMPS AND ANGLES
ALUMINUM
) MUST BE DESIGNED
BY THE CONTRACTOR
TO WITHSTAND
ALL DESIGN LOADS AND FORCES.
WHEN DESIGNS
OTHER THAN THOSE SHOWN
STANDARDS
ARE RECOMMENDED.
PERMISSION
MUST BE OBTAINED
FROM THE DEPARTMENT
OR ERECTION.
M=eMGnw
sxiGwB&
summ
( STEEL OR
OR HIS AGENT
AS DEPARTMENT
TO USE OTHER DESIGNS
BEFORE
FABRICATION
OATE
OF
ISSUE
”
5/ 13/95
GENERAL
NOTES
DRAWING
NUMSER
TR.i
H-
LF
SERIES
900
1125
x
900
X 900
OF DIGITS “D”
1 OR 2
900
900
225
450
225
60
15
20
3
1125
900
225
450
225
60
15
20
DATE
STANDARD
STATE ROUTE MARKER
Ml-5
BL!Pmm
OF ISSUE
5/l 3/95-
DRAWING
NUMBER
TR.1.1
USE MB DIA. HOT DIPPED GALVANIZED BUTTON HEAD BOLT
WITH A SLOT IN HEAD AND NUT WITH LOCKWASHER,
WITH
A MINUMUM OF 6 mm OF THREADS BEYOND NUTS ON
ALL SIGNS AFTER THEY ARE SECURELY FASTENED.
2 mm
USE Ml0 DIA. HOT DIPPED GALVANIZED BUTTON HEAD
WITH A SLOT IN HEAD AND NUT WITH LOCKWASHER.
WITH
A MINIMUM OF 6 mm OF THREADS BEYOND NUTS ON
ALL SIGNS AFTER THEY ARE SECURELY FASTENED.
SHEET ALUMINUM
mm
2 mm
\
SHEET ALUMINUM
I
P5 POST ASSEMBLY
OR APPROVED
2
P5 POST ASSEMBLY
OR APPROVED
ALTERNATE
.rn
7-r
TYPICAL INSTALLATION FOR SIGNS WITH
AREA UP TO AND INCLUDING
1.0 SO. METER
SIGNS WITH A WIDTH OF 1.2 METERS AND
OVER SHALL REQUIRE TWO POSTS.
Iw 1.i
m
TYPICAL INSTALLATION FOR SIGNS WITH
AREA OVER 1.0 SO. METER UP TO AND
INCLUDING
2.0 SO. METERS.
GROUND
lzl
lcii
INSTALLATION
METHOD
OF
INSTALl
ATION
75 mm
xE%?:
or
100
mm
01 s”rface.
Pm-cut
Awlw
SkLwe
h That The Nom
will YMch kd
Still Be Fluth With Top Of Sign Pa: Anshor.
Driw Anchw
skew
until Hdas
y0te.h Lo Notad
&me.
mm
Drirc BollI
The sign port Inchor
*nd AllchDf
slane
until 07x Ho* ts
Expooad
r$on
Ground
Fw Bolt bnnedim.
sIEL3ztmertsignPo¶t*ndBanhlPhco.
bl(lTD:
Wkors*m
.2 mm x 57.2
DRIVING CIPS MUST
RETbAN Urn
DEPTH
BE USED
TO RWX
TO DRNE PUST.
THEMlETlcIL
FROST
mm
GENFRAL
Nab
Diafmtw
Han
25..
11.1
mm
mm
c ta c
n PBt mn~5o.Blmn
P-5
TFI FSCOPIC
POST
NOTE
BREWAWAY SIGN SUPPOftTS
W
SE FABRHX’ED
FRCu
SEF.LANDStWLCONFORNTOTHE
BRENWWY
OEsm
SklwN
ON mls mmNG
OR ON oiuwffi
nl.1.2
AN0 THE wss
HlGwAY
DEPARntENT
!%mNwm
sPEclFlcmoNs
FOR wIGlwNs
*wDBRmEs.
THE s-EEL POSE
swu
coNFoRN
To Aslu-A366.
THE
cRosfsEcnct4ffwpDsTwk3csaw.cw~~mRym
OF 2.7 mm COLO-ROLLED
amoN
SlazL
sH.mS
wcn
WVE BEEN 2lNC COATED Ki5.4 g) wNFoRNlNG
m #SW-1525.
URENUY
imuo
m SIZE MD WELMD
MR~CRY
IN WE
CORNER ef HtGH FREOUENCY
ItEssANCE
WELDING OR
Eouu
MO ElmRmuY
SwmEo
TO AOREE wmi CcftNER RAM,.
STANDu10OUTSlOECORNERCORNER RADt”S SHIU BE . mm
PLtJsoRNuKfi0.4mm.
Au8oL7ss~u~co~~o~~m~--uo7.~s1
ALL EOLTS. Nuls.
AND MSHERS
PER mm-AIU.
METHOD
OF
M
Hou
smn
mm a 573
Diomter
1.
9Eet:
Pm-cut
oneher M9w
ma thnt Mkl
-itrl toP d sign wa
anchor. thiw
-mtMsw.thndrin~me*~t~lmrww*lar
BbmuntaammiInpona-grourM‘abonsmrton.
STELa
trrwlt
mm
ip’
1. DRMNG
P-5
me
N!z!Plmm
TELESCOPIC
port bnmw
mm i 5o.B nwn
fOST
Md
As
75 n!nl m 100 mm
will nmwl
WNlw
r*m
ad
ot dou.
Ma, be “&I
until IwMs mntch
bat* in #ow.
Nom:
mm
to t
stt’
poll
BE cALvAN12Eo
INSTALLATION
pEEI:*ipnemlcxeoaca~tmwghumulkktopmrt~~
htmo(dnp.M*.h
-.har.bnolinpsho*dll~
InaaorF.
r*ir
*
peat aernw
to witkin
lrrhor
57.2
LINE.
2. SIGNS
CAPS
MUST
WlTH A WlDTH
BE USED
OF
1.2
TO ORNE
POWS..
m OR GREATER
REOURE
2 POSE.
3. MS
ERECTION PROCEDURE
APPLES
TO “NtSrlWl
SUPPORTS.
OTHER P-S SQUARE TUBE SWLL
SIGN ?.WWRTS
ON THE
@PROVED
PRODUCT
LtSl’S. SUCH 45 AtNED OUICK PUNCH
*ND *UIED
p0sRul-E.
U&Y DMM’E
FROM THIS PROCEWRE.
wd Tt+osE txsEs.
THE WUF*CTURERS
R~COUUENCMTIONS
s~~~~rnuowm.
INSTALLATION FOR TELESCOPtC POST MTEOF5)~~&
IN CONCRETE OR BITUMINOUS
ORAWING
NUMBER
CONCRETE SURFACES
TR.1.3
2 mfn
SHEET
ALUMINUM
-A-
diMI
T
P-5 POST
CHANNEL OR
TEI F+mmr
TELESCOPIC
(010-l.
DlO-2
(C
USE
USC P-9
P-9 POST
POST
MIN.
1.2 t-n
(DESIRABLE)
I
L
NOTES:
OPTICALLY CENTER NUMERAL
ABOUT VERTICAL CENTERLINE
ALL
Nlam
FJUPWrn
4%
K.
SEE NOTES
IF MILE-MARKER
PANEL HEIGHT
IS 900 mm THE EMBEDMENT
WILL BE
750 mm IF PANEL HEIGHT IS 1.2 m,
THE EMBEDMENT
WILL BE 900 mm
.
DIMENSIONS
6
66
!6
SHOWN
+
BACKGROUND-GREEN
REFLECTORIZED
NUMBERS-WHITE
REFLECTORIZED
PIN & BOLT HEADS TO BE PAINTED
SAME COLOR AS PANEL BACKGROUND
NUMBERS TO BE SERIES “C”
IN MILLIMETERS
TYPICAL MILE-MARKER
INSTALLATION
DATE OF ISSUE
13/95
5/
DRAWING
NUMBER
TR.2.1
‘~
DATE OF ISSUE
fi3lKwB&
fs3uPPom
TYPICAL TENTH-OF-MILE
MARKER
INSTALLATION
Dl O-9
5/13/95
DRI\WIN$&
.* -
e.
*
m
-Yilc
OF ATTACHING
TO P-9
POST
m
t
SEE CURRENT
EDITION
OF MANUAL
ON UNIFORM
TRAFFIC
CONTROL
DMCES
FOR DELINEATOR
SPACING.
.
METHOD
DELINEATOR
York.3
JO m MAX. m.
b
l-r------
DELINFATOR
ww
-- I
SPACING
TYPICAL
ELEVATION
FOR DELINEATIONS
DATE
DELINEATOR SPACING &
TYPICAL P-9 POSTS
OF ISSUE
5/13/95'
DRAWING
NUMBER
TR.2.3
10 mm MOUNTlNG
THICKNESS 2 mm
ALUMINUM OR
C4LVANIZED STEEL
HOLE
l
YELLOW REFLECTORIZING
y:
BUTSONS
NON-REFLECTIVE
MOUNTING
BE 1.2 m
OF SIGN
c
DIRECTION OF TRAFFIC
W
w/2
1.5 m
\
OATE OF ISSUE
TYPICAL REFLECTORIZED
WARNING SIGN
5/13/95
DRAWING NUMBER
TR.2.4
.,~
300
.
t
tL-4
mm---l l-1
‘1----
120
J -100
-100
1 .2 m
L
120
t I
mm
mm
mm
-STRIPES
45
YELLOW STRIPE
BLACK STRIPE
AT
ANGLE
P-5
POST ASSEMBLY
I
40
mm
-7,
I
PANEL TO BE f
BOLTED TO POST
IN TWO PLACES
LEFT PANEL
600
mm
OR CURB
i
B-7
MATERIAL:
2 mm
THICK
SHEET
mm
900
mm
MIN.
LINE
RIGHT
I
150
PANEL
ALUMINUM
I
COLORS:
ALTERNATE YELLOW AND BLACK STRIPES
YELLOW STRIPES TO BE REFLECTORIZED
ALTERNATE WHITE AND ORANGE STRIPES FOR CONSTRUCTION
AND MAINTENANCE OPERATIONS.
BOTH REFLECTORIZED
* OR GREATER
TO CLEAR
NPICAL
GUARD
RAIL BY MAXIMUM
ABUTMENT
PANEL
(HI -3
LEFT &
OF 150
WARNING
DATE
mm
OF
DRAWING
RIGHT)
ISSUE
_
5/l 3/95~
NUMBER
TR-2-s
R3B mm (5 PLACES)
5 mm DIA. FOR RIVET TYP.
(5 PLACES BOTH PANELS)
100 mm WIDE BLACK
FOR BOTH PANELS
STRIPE
TYP.
100 mm WIDE WHITE STRIPE
FOR BOTH PANELS
I-T?.
Hl-1OC
L OR R
A’ITENUATOR
PANEL
FOR G.R.E.A.T. SYSTEM BARRIER NOSE COVER
R3B mm NP.
(5 PLACES)
/-
100 mm
STRIPE
WIDE WHITE
,-100
mm
STRIPE
WIDE BLACK
I
SD
Hl-1OA
THE STRIPING IS TO BE MOUNTED ON D.6 mm ALUMINUM
PANEL USING ALTERNATING
BLACK
AND WHITE STRIPES SLOPING DOWN AT AN ANGLE OF 45. THE ALUMINUM
PANEL SHALL BE IN
ACCORDANCE
WITH ASTM 8209 ALLOY 6061-T6.
THE SILVER REFLECTIVE
SHEETING SHALL
BE IN ACCORDANCE WITH MHD SPECIFICATION
M9.30.0
NPE Ill OR TYPE IV REFLECTIVE SHEETING.
PAINT FOR BLACK STRIPES SHALL BE IN ACCORDANCE
WITH THE SHEETING MANUFACTURER’S
SPECIFICATION
FOR BLACK SILK SCREEN INK FOR Hl-IDA.
Hl--108.
% HI-IOC.
glJ&
$EB
HgPlPQm
HIGHMY
4%
DATE OF ,SSUE
5/l 3/95
ATTENUATOR
PANELS
DRAWING NUMBER
TR.2.6
_.
IA
pmyw
uz!Flmm
DATE
DELINEATION
FOR GUARD‘ RAIL
TERMINI
OF
5/l
ISSUE
3/95-
DRAWING
NVMBER
TR.2.7
DRAINAGE
TROUGH
#IO
SPIRALS
e
75
mm
PITCH
(Typ.)
TRAVELED
qwAI
VERTICAL
REINFORCEMENT
SEE CHART OR&WING
TR.3.2
COLUMN
‘A-
-
1
-
PROPOSED
/4-
GRADE
0+13
mm LMT
OF
30MPO~40
mm-335
Kg
CEMENT
CONC.
MASONRY
3
I
CHART
SUPPORT
FOUNDATION
NOTES:
CEMENT
CONCRETE
FOR
FOUNDATIONS
TO BE
3OMPo-40
mm-335
Kg CEMENT
CONCRETE
MASONRY.
A MIN,MUM
SLOPE OF 1:lOO.
FROM
EDGE OF
BASE PLATE TO FACE OF CONCRETE,
r+ CL.
TOP & BDTTDH
TYPICAL
* SEE
SIGN
GROUNDING
BUSHING
ON
DRAWING
GENERAL
TR.3.2
50 mm GALVANIZED
STEEI
SWEEPS-PLASTIC
COATED.
MPICAL
DETAIL
OF ELETRICAL
CONDUIT
SWEEPS
TO BE PLACED
IN STANDARD
DVERHEAD
SIGN
FOUNDATIONS.
NOTES
THE CONTRACTOR
MAY SELECT-ANY
STRUCTURAL
SIGN SUPPORT
MEETING
THE DESIGN CRITERIA
OF THE CURRENT
EDITION OF THE AMERICAN
ASSOCIATION
0~ STATE HIGHWAY AND TRANSPORTATION
OFFICIALS
“SPECIFICATIONS
FOR DESIGN
AND CONSTRUCTION
OF STRUCTURAL
SUPPORTS
FOR ,HIGHWAY
SIGNS”
AND
SECTION
828 OF THE STANDARD
SPECIFICATIONS.
REINFORCED
CONCRETE
FOUNDATIONS
FOR SIGN SUPPORTS
SELECTED
SHALL
CONFORM
TO THE APPLICABLE
TABULATION
REQUIREMENTS
BASED
ON THE SECTION
MODULUS
AT THE BOTTOM OF THE SIGN SUPPORT
POST.
THE FOUNDATIONS
LISTED ARE INTENDED
FOR A SINGLE
POLE IN THE
DIRECTION
NORMAL TO THE SIGN, BUT THE NUMBER
OF POLES
PARALLEL
TOM THE
SIGN SHALL CONFORM
WITH THE CONSTRUCTION
DRAWINGS.
IF IT IS DESIRED
TO
USE OTHER THAN SINGLE POLE SUPPORTS.
THE CONTRACTOR
SHALL DESIGN THE
FOUNDATIONS
FOR SAME AND SUBMIT DESIGN CALCULATIONS
WITH SKETCHES.
ACCEPTANCE
OF THE DESIGNS
OF THE SIGN SUPPORTS
AND SIGN SUPPORT
FOUNDATIONS
WILL BE CONTINGENT
ON THE DEPARTMENT’S
REVIEW AND APPROVAL
OF DESIGN
CALCULATIONS
AND SHOP DRAWINGS
SUBMITTED
BY THE CONTRACTOR.
THE INFORMATION
GIVEN ABOVE IS TO BE USED IN CONJUNCTION
WITH THE
TABLE ON DRAWING TR.3.2.
THESE TABLES ARE &QT TO BE USED FOR THE DESIGN
OF CANTILEVER
SIGN FOUNDATIONS.
SEE CONSTRUCTION
STANDARDS
DRAWING
401.2.0
FOR INSTALLATION
FOR
MPE
SS HIGHWAY GUARD RAIL FOR PROTECTION
OF OVERHEAD
SIGN POSTS.
n-
isI
I
HIGHWAY SIGN SUPPORT AND
SIGN SUPPORT FOUNDATIONS
(NON-BREMAWW suPPoRTs)
DATE
OF
ISSUE
s/13/95
DRAWING
I
NUMBER
TR.3.1
‘..
SECTION MODULUS
AT
BOTTOM OF SUPPORT
(x103
mma)
4.55
to 347.4
347.41
417.91
490.01
550.61
855.51
729.21
801.31
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
539.1
604.7
670.2
747.2
824.3
900.0
1032.4
1117.6
1166.8
1240.5
1307.7
1370.0
1506.0
1648.5
1796.0
7.94
to 476.9
476.91
to
E3
1065
1220
mm
222
1065
1065
1065
1220
’
I;;:
1220
1220
1220
1220
mm
915
to 740.7
to 827.5
to 898.0
to 968.5
to 1038.9
to 1112.7
to 1237.2
to 1381.4
to 1535.5
to 1696.1
to 1866.5
to 2043.5
to 2228.6
508.01
609.61
to
to
609.6
719.4
719.41 to 839.0
339.01
368.51
107.81
255.21
412.61
578.11
753.41
338.61
to 968.5
to 1107.8
to 1255.2
to 1412.6
to 1578.1
to 1753.4
to 1938.6
to 2131.9
WALL
760
565.4
9.11
to 508.0
WALL
760
915
915
915
565.41 to 653.8
653.81
740.71
827.51
898.01
966.51
038.91
112.71
237.21
381.41
535.51
696.11
566.51
343.51
WALL
760
915
915
1065
417.9
490.0
550.6
655.5
729.2
801.3
875.1
6.35
to 490.1
490.11
539.11
604.71
670.21
747.21
824.31
900.01
032.41
117.61
166.81
240.51
307.71
370.01
506.01
648.51
mm
915
915
1065
x2
1065
:E
:;z
1220
1220
1220
mm
A
B
(mm)
WALL
THICKNESS
2:
2:
2.3
2.4
2.6
2.4
1%No.15
8-No.20
14-No.15
12-No.15
1 O-No.20
16-No. 15
8-No.25
lo-No.20
THICKNESS
2.4
2.3
2.4
2.6
2.4
S:?
2.9
3.0
2.9
3.0
3.0
3.2
3.4
;:5
12-N0.20
$,“,o:;;
lo-No.25
lo-No.25
1 O-No.25
22-No.15
ZO-No.15
22-No.15
‘lo-No.25
22-No.
15
::I,“:.:;
12-No:25
ZO-No.20
12-No.25
THICKNESS
rwO2::
2.6
2.6
2;
:::
3.0
3.0
3.2
3
3.8
4.0
4.3
lo-No.25
lo-No.25
ZO-No. 15
24-No.15
22-No.15
12-No.25
18-No.20
14-No.25
30-No.15
12-No.25
26-No.15
30-No.15
lo-No.30
14-No.25
ZO-No.25
10.90
594.81
714.51
845.61
988.11
1142.21
1306.01
1481.41
1668.21
1864.81
2073.01
2294.21
to
to
to
to
to
to
to
to
to
to
to
to
676.41
817.71
968.51
1132.31
1309.31
1499.41
1702.61
1917.31
2146.71
2387.61
2641.61
to
to
to
to
to
to
to
to
to
to
to
to
2::
lo-No.25
22-No.15
lo-No.25
915
2.9
24-No.15
3.0
3.0
28-No.
15
26-No.15
30-No.15
14-No.25
14-No.25
30-No.15
24-No.20
26-No.20
2.4
::;
3.5
3.7
3.8
4.1
mm
THICKNESS
S:E
2.9
WALL
;;a
2:
3.8
4.1
4.3
4.6
z::
mm WALL
to 1256.9
to 2390.9
2.6
2.7
3.0
3.4
3.7
4.0
4.0
4.3
4.4
4.4
4.7
ZO-No.15
12-No.ZC
12-No.2:
12-No.3C
14-No.3C
16-No.25
14-No.25
16-No.25
14-No.3C
22-No.25
34-No.ZC
28-No.25
2::
18-No.3C
5.2
16-No.35
THICKNESS
915
915
915
1065
1065
1065
1065
1220
to 1455.2
to 1668.2
to 1894.3
to 2135.2
2.7
3.0
3.2
3.4
3.5
3.8
4.1
4.1
4.4
22-No.15
14-No.25
16-No.25
12-No.25
36-~0.15
14-No.25
ZO-No.25
12-No.30
22-No.25
19-No.25
38-No.20
12-No.35
i6-~0.35
30-No.25
:z
to 2869.4
to 2946.4
to 3244.6
to 3559.3
:z:
1370
to 3887.0
1370
mm
to 819.4
to 989.8
to 1378.1
to 1596.1
to 1830.4
to 2081.1
to 2348.3
to 2630.1
to 2930.0
to 3244.6
to 3575.6
to 3919.8
to 4285.2
WALL
B-No.25
14-No.2(
1 O-No.2:
30-No. 1:
24-No.2C
1 O-Nc.3C
38-~0.1:
22-No.2:
IO-No.3C
36-No.1:
16-No.25
14-No.3C
THICKNESS
915
915
915
915
915
915
1065
1065
1065
1220
1220
1220
989.81 to 1176.6
1176.61
1378.11
1596.11
1830.41
2081.11
2348.31
2630.11
2930.01
3244.61
3575.61
3919.81
WALL
A
(i)
2
915
1085
1065
1065
1220
1220
1220
1220
to 750.5
to 904.6
to 1073.3
15.88
819.41
(mB,)
780
915
678.4
817.7
968.5
1132.3
1309.3
1499.4
1702.6
1917.3
2146.7
2387.6
2641.6
2908.7
2908.71 to 3188.9
3188.91 to 3482.2
14.29
750.51
904.61
1073.31
1256.91
1455.21
1668.21
1894.31
2135.21
2390.91
2669.41
2946.41
3244.61
3559.31
mm
594.8
714.5
845.6
988.1
1142.2
1306.0
1481.4
1668.2
1864.8
2073.0
2294.2
2523.6
12.70
THICKNESS
760
760
915
915
1065
1065
1065
1220
1220
1220
1220
SECTION MODULUS AT
q Ol?OM OF SUPPORT
(xl@
md)
2::
5.3
5.2
5.5
THICKNESS
915
915
2.9
3.0
3.4
915
1065
1065
1065
1220
1220
24-No.15
1O-No.25
12-No.25
ZO-No.20
1 O-No.30
12-No.30
36-No.15
22-No.25
24-No.25
38-No.20
12-No.35
22-No.25
24-No.25
42-No.20
i.2
4:1
4.1
4.4
4.7
5.0
5.3
5.3
5.6
5.5
1:::
1220
1370
1370
1525
OTES: 1. THE SECTION
2.
3.
4.
MODULI
LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT
POLES
WITH AN ALLOWABLE
WORKING
STRESS
OF 343
MPo.
IF POLES
OF AN ALTERN&TE
MATERIAL
ARE USED, THE SECTION
MODULI
OF
THE POLES
SHALL
BE MULTIPLIED
BY THE RATIO:
[@LLOW~LE
WORKING
STRESS)/343].
MINIMUM
DISTANCE
FROM
CENTER
OF THE ANCHOR
BOLTS TO THE FACE OF THE CONCRETE
SHALL
BE 125 ,,,,,,.
THE ACTUAL
DEPTH
OF THE FOUNDATION
WlLL BE THE ‘0”
DIMENSION
ABOVE
PLUS THE 15 mm
R-.
THE WALL THICKNESSES
LISTEO ABOVE REFER
TO THE STEEL SIGN SUPPORT
POLES.
DATE
=%kmuwv
%ltzikB&
fuPmm
OF
ISSUE-
_
5/13/95
FOUNDijTlON
DATA TABLE
DRAWING
NUMBER
TR.3.2
mm
TOP
90
AND HEX
STAINLESS
NUT
OR
mm
WIDE
SLOT
ENLARGED
DETAIL
OF CONNECTING
x 64
mm
Z-BAR
WJ%EzmB
z4z!mPom
&
OF
ANGLE
x 8 mm
13 mm U-BOLT
WiTH
AND LOCK WASHERS
AND HEX NUTS
STAINLESS
OR
GALVANIZED
STEEL
U-BOLT
ALUM.
NP.
13 mm DIA. STAINLESS
OR GALVANiZED
STEEL
U-BOLT
WITH HEX.
NUTS AND FlAT AND
LOCKWASHERS.
TYPICAL PANEL ATTACHMENT
TO OVERHEAD SUPPORT
ANGLE
FLAT
DETAIL
A
+
25
50
mm
DATE
OF
mm
MIN.
ISSUE
5/ 13/95
DRAWING
NUMBER
TR.3.3
.‘~
rlO.7
mr
/-THESE
ARE
PUNCHED
ONLY
IF SIGN HEIGHT
ALLOWS
NPE
A
VERTICAL
MEMBER
FOR
-.. SIGN WITH
0 152.4
mm PANEL
7
SAME
HEIGHT
AS
SIGN
04.8
mm
-t
i04.8
mm
-t
25
14.3
mm WIDE x 50.8
,L”. r
DIlhlPU
cno
1 “I”bII
,“I\
U-BOLT
NP.
mm
r AC I FhlfY-U
z “I LL8.Y I I I
17.5 mm WIDE
LG. PUNCHED
FOR SIGN
BRACKET
ANGLE
FASTENER
l%‘.
x 57
mm
mrynSLffo~f
SPACEI D
304.8 ---Imr ”
nr.,rr- ONI
1’1
I
I
1 14.3
m?04;8
mm
114.3
mm
he-
304.7
mm
7.9 mm WIDE x 12.7
mmLG. PUNCHED
FOR SIGN
FASTENERS
NP.
]fiJ-38.1
.L!101.6
mm x 77.8
Z BAR ALUMINUM
-4,,.,.,
I
3vLG-Nls &
IMA-1
I-_--
-
UPPORUS
I
mm
-/mlhll
x 6.4
1TrILa
NPE
B
VERTICAL
MEMBER
FOR SIGN WITH
152.4
mm
PANEL,
OTHERWISE
SAME
AS ABOVE
mm
hAkIT
rnivtl
mm
pJ-r/yHMENT
TO OVERHEAD
(CONTINUED)
:SUPPORT
OATE
OF
ISSUE
5/ 13/95.~
DRAWING
NUMBER
TR.3.4
TRAFFIC FLOW
t-22.88
I
mf
38.10 mf-1
OVERHEAD SIGN POST
PLAN
TRAILING
-
bl
II
r
-
I
II
II
*SEE TABLE ON DRAWING TR.3.6
w-15.24
m FOR THRIE BEAM
APPROACH
END
A
II
VIEW
GROUND LINE
FOR OMENSIONS
SECTION
+-RAMP
II
H (SEE DRAWING TR.3.6)
ELEVATION
VIEW
NOTES:
I- LENGTHS OF HIGHWAY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING
Z-FOR OESCRIPTIONS. MATERIAL AND CONSTRUCTION METHODS, SEE THE STANDARD SPECIFICATIONS
CONSTRUCTION DRAWINGS 401.1.0 AND 401.5.0 - 401.10.0
AND
3- FOR BACK UP PLATE DETAILSSEE CONSTRUCTION
DRAWINGS401.6.0 AND 401.8.0
4- DETAILS SHOWN HEREINALSO APPLY TO THRIE BEAM GUARD RAIL. EXCEPT AS OTHERWISE NOTED.
5- WHEN PUCE0 IN MEDIAN. CHANGE’TO THRIE BEAM dr HEIGHT OF 775 mm + 25 mm
6-POST
lYPES SHALL NOT BE INTERCHANGED
IN ANY CONTINUOUS
RUN OF GUARD RAIL. BRACKETS SHALL BE SIMILAR TO POST.
ml&#
$JMNs
Bk!mmms
DATE OF
6%
OVERHEAD STRUCTURE GUARD
RAIL INSTALLATION
lSSuE
5/13/95-.
DRAWING
NUMBER
TR.3.6
0
m
OESIRA
EDGE OF SH
OR CURBLINE
OVER 5.5
m IN WIDTH.
GENERAL
NOTES
BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL
STEEL
AND SHALL CONFORM TO THE BREAKAWAY DESIGN SHOWN ON THESE PAGES FOR
STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN AND TO THE
APPLICABLE
REOUIREMENTS
OF THE MASSACHUSETTS
HIGHWAY DEPARTMENT
“STANDARD
SPECIFICATIONS
FOR HIGHWAYS AND BRIDGES.”
STEEL
DESIGN CONFORMS WITH “AASHTO STANDARD SPECIFICATIONS
FOR HIGHWAY
SIGNS. LUMINAlRES.
AND TRAFFIC SIGNALS.”
ALL STRUCTURAL
STEEL SHALL CONFORM TO ASTM-A36.
FLANGE HOLES
FOR FUSE BOLTS SH&L
BE DRILLED.
ALL HIGH STRENGTH BOLTS, NUTS. AND WASHERS SHALL CONFORM TO ASTM-A325
TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION
ONLY TO
THE TORQUE SHOWN IN THE TABLE. DO NOT OVER TIGHTEN.
NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REOUIREMENTS
OF ASTM A36.
ALL HOLES SHALL BE DRILLED, ALL PLATE CUTS SHALL BE SAW CUTS.
ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307
CLASS A.
ALL BOLTS. NUTS, AND WASHERS SHALL BE GALVANIZED As PER
ASTM-A135.
STRUCTURAL
STEEL SHALL BE GALVANIZED As PER ASTM-Al23
AFTER
FABRICATION
EXCEPT As NOTED.
IN ALL CASES THE BOllOM
OF THE FOOTING SHALL BE PIACED TO THE DESIGN DEPTH.
Al UMINUM
PANELS, ATTACHMENTS, AND HARDWARE
OF M.H.D. SPECIFICATIONS.
-3DGiwS 82
3uJPPORUS
SHALL
CONFORM
TO THE REQUIREMENTS
NPICAL GROUND MOUNTED SIGN
INSTALLATION AND LOCATION
DATE DF ISSUE .~.
3/95
5/l
DRAWING
NUMBER
TR.4.1
THICKNESS 3.2 mm
ALUMINUM SIGN
PANEL (TYPE B)
ALUMINUM ALLOY 6063-T6
ASTM-B221M
ANEL BOLTS ASTM-6211M
JJMINUM ALLOY
024-T4
.5 mm x 20 mm LONG
PANEL BOLT k WASHER
ALUMINUM ALLOY 6262-T9
9.5 mm x 25 mm
ASTM-B21
1M
MIEi
ALL EXTRUDED
ALUMINUM PANELS SHALL
HAVE SIDE MOULDING
ISOMETRIC
J.QIEi PANEL BOLTS
TO BE PLACED
SYMMETRICALLY
ABOUT
$ OF SIGN
SHOWING
SIGN
COMPONENTS
REAR
THE POST CUP METHOD MAY BE
USED WlTH A TEE BEAM SECTION ON
GROUND MOUNTED SIGNS ONLY.
THE POST CLIP MUST BE USED AT
EACH ALUMINUM CHANNEL AITACHED
TO THE SIGN PANEL.
POST CLIPS SHALL NOT BE USED
WITH “2- BAR SECTIONS.
BOLTS MUST BE USED IF A ‘i?
BAR
SECTION IS USED.
ELEVATION
SHOWING ARRANGEMENT
OF POST CLIPS (BOTH
POSTS OR ALL POSTS) AND PANEL BOLTS.
DATE OF ISSUE
=4iYGmw
bllG@m&
oumm
ALUMINUM PANEL DETAILS
SIGN COMPONENTS
5/l
3/95
DRAWING NUMBER
TR.4.2
..~
FOR POST CLIP AND BOLT DETAILSEE DRAWING TR.4.4
THICKNESS 3.2 mm
ALUMINUM SIGN PANEL
(PIPE 8) ALUMINUM
ALLOY 6063-T6
ASTM-8221~
NOTEt EACH TEE BEAM SHALL BE
ATTACHED BY 10 POST CLIPS
-4 ON THE EXIT TAB AND 6 ON
THE SIGN PANEL.
*CHANNELS
iD mm x 50 mm x
JOMINAL ALUMINUM T
lw
- 1.68 kg/m
tLLOY 6061 -T6
PANEL BOLT-ALUMINUM
ALLOY
2024-T4
9.5 mm x 20 mm LONG
ASTM-621
1M
PANEL
NUT k
POST’w
ASTM-62.1
1152.4
1M
mm PANEL IF NEEDED
SHALL BE USED ONLY ON
THE BOllOM
OF THIS PANEL
FOR POST CLIP AND BOLT
DETAIL SEE DRAWING TR.4.4
ISOMETRIC SHOWING METHOD
AlTACHMENT
FOR EXIT TAB
(El-5)--TO
SIGN PANEL.
OF
EACH TEE BEAM
SHALL BE AnACHED
BY 12 POST CLIPS,
6 ON THE EXIT TAB
AND 6 ON THE SIGN
THE POST CLIP METHOD MAY BE USED WITH A TEE BEAM SECTION ON
GROUND MOUNTED SIGNS ONLY. THE POST CLIPS MUST BE USED AT
EACH ALUMINUM CHANNEL ATTACHED TO THE SIGN PANEL.
POST CLIPS SHALL NOT BE USED WITH “2” BAR SECTIONS.
BOLTS MUST BE USED IF A -2” BAR SECTION IS USED.
1
I
’
l&m$gg
IDATE OF ISSUE
s/13/95
‘.
ALUMINUM PANEL DETAILS METHOD
DRAWING
NUMBER
OF ATTACHMENT FOR EXIT TAB
TR.4.3
ALUMI’NUM PANEL DE-TAILS
POST CLIP AND BOLT DETAIL
(FOR
EXTRUDED
AUMNJM)
DATE
OF
ISSUE
5/ 13/95.
DR4WlNG
NUMBER
TR.4.4
.~~
EEEE
IA
DATE
OGrn
Of
ISSUE
5/13/95
dh!ktwlluw
433
lL!lwom
TYPICAL EXIT TAB AND GORE SIGN DmW,,,G
NUMBER
TR.4.5
r
FINISHED
GRADE -,
EDGE
TYPICAL INSTALLATION
QVER 2.0 SO. METERS
NOW-UST
FOR SIGNS
UP TO 4.0
WITH AREA
So. METERS
-
OF 10NGllUDE
71'-41' USE S 130 x 15 POSTS.
WEST OF LONGITUDE
71’-41’
USE S 100 ” 11 PGSTS.
SPACING OF POSTS AND FOUNMliON
DETAIL
A9 SHWN
FOR SIGNS UP TO I.5 m IN WIDTH
O”$
lh;,;
IN WIDTH SPACING BETWEEN POSTS-
CONCRfTi
FOUNDATION DETAILS
FOR SIGNS WITH AREA OVER 4.0 SOUARE
FOR ‘ii&% CONNECTION AND FUSE PIATE
DATA SEE DfthWINC lR.4.11
44.5
11.9 mm
mm
-E
T-7
20.6 mm
44.5
mm
L-l
FURNISH
Z-0.3
mmf
THICK AND Z-0.8
SHIMS PER POST. SHIMS SHALL BE
FABRICATED
FROM BRASS SHlM STOCK
OR STRIP CONFORMING
TO ASTM-836
SHIM
DETAIL
mm+
THICK
STIFFENER
PLATE
SEE DRAWING TR.4.11
DETAIL
FOR DIMENSIONS
METERS
335
kg)
a-
-@
SIGN POST
SEE STIFFENER
PLATE
DETAIL ON DRAWING TR.4.6
HIGH STRENGTH BOLT WITH
HEX HEAD, HEX NUT %
3 WASHERS WITH EACH BOLT.
(SEE DRAWING TR.4.11
FOR
BOLT DIAMETER AND TORQUE.
SEE BOLTING PROCEDURE
ON DRAWINGS TR.4.8)
\
STUB PROJECT
(SEE TABLE ON
DRAWING TR.~.I 7)
TOP OF FOUNDATION
(SEE FOUNDATION
DETAIL
DRAYING TR.4.6)
THICKNESS-
1.6 mm
SECTION A-A
SECTION B-B
SEE TABLE ON DRAWING TR.4.1 1 FOR DIMENSIONS.
SECTIONS SHOWN ARE FOR INSTALLATIONS
ON RIGHT SHOULDER
AND IN GORE. FOR INSTALLATIONS ON LEFT SHOULDER.
PLATE
AND SLOT BEVELS ARE OPPOSITE HAND.
mmw..,.
ll@rn
MPrnM
6%
SIGN POST AND STUB P&T
FOR W SHAPE
DATE Of lSS!,E .~
5/ 13/95
DRAWING NUMBER
TR.4.7
E
STRENGTH
BOLT WITH HEX HEAD,
HEX NUT AND 3 WASHEKS.
WITH EACH
ccc nDA”,,~,P
7-m * 3. ran
?.^.I
-.-..---
5
STUB
PROJECTION
BOLT.
TOP
/“-(SEE
178
mm
I
OF FOUNDATION
FOUNDATION
DETAIL)
19 mm
I
2 mm
19 mm
19 mm
32 mm
,.-z
STUB
PL.
SECTION
C-C
SFCTION
POST
D-D
SECTIONS
SHOWN ARE FOR INSTALLATIONS
ON THE RIGHT SHOULDER
AND
IN GORE. PLATE SLOT BEVELS ARE OPPOSITE
HAND FROM THAT SHOWN
FOR INSTALLATION
ON LEfT SHOULDER.
PROCEDURE
OF BASF
FOR ASSEMBLY
CONNECTION
1. ASSEMBLE
POST TO STUB WITH BOLTS AND WITH ONE FLAT WASHER ON EACH BOLT
BETWEEN
PLATES.
2. SHIM As REOUIRED TO PLUMB POST.
3. TIGHTEN ALL BOLTS THE MAXIMUM
POSSIBLE
WITH 300 TO 380 mm WRENCH TO BED WASHERS
AND SHIMS AND TO CLEAN BOLT THREADS.
THEN LOOSEN
EACH IN TURN AND RETIGHTEN
IN A
SrjTEMATlC
ORDER TO THE PRESCRIBED
TOROUE.
(SEE TABLE ON DRAWING TR.4.11)
4. AFTER THE INITIAL TOROUING
A SECOND NUT WILL BE USED TO INSURE THAT THE FIRST NUT
WILL NOT BACK OFF.
5. THE CONTRACTOR
TOGETHER
WITH A DEPARTMENT
INSPECTOR
WILL RETURN TO THE SIGN FOR
Two
INTERVALS
OF 30+
DAYS FOR THE PURPOSE
OF MAINTAINING
THE PRESCRIBED
TOROUE.
6. \MMEDlATELY
AFTER THE SECOND RE-TOROUING.
THE TOP NUT SHALL BE REMOVED
AND THE
THREAD SHALL BE BURRED JUST ABOVE THE FIRST NUT USING A CENTER PUNCH,
IN ORDER
TO ENSURE THAT THE PRESCRIBED
TORQUE
Is MAINTAINED.
=%+whw
SIGN POST & STUB POiT
FOR SlOOXl 1 AND S13OX15 SHAPES
---.-...-._.
L
19
mm
’
SEE “HINGE
ANGE
+
POST SHALL BE SAW CUT AFTER GALVANIZING.
SURFACE WILL THEN BE TREATED WITH AN
APPROVED
ZINC-RICH
PAINT MEETING THE
DEPT. SPEC. M7.04.12
(Ml l-P-21035).
m
CUT SURFACE WILL NOT BE TREATED
UNTIL PLATF IS INSTAI I FT) WITH
ALL BOLTS FULLY TIGHTEh,,.IFn
A!
/
( POST CUT 100
BOlTOM OF SIGN.
DETAIL”
FILLET
mm
BELOW
DEPTH
FRmoN
CUT
FUSE
FLANGE
AND
WEB
m
THE POST CLIP METHOD MAY BE
USED WITH A TEE BEAM SECTION ON
GROUND MOUNTED SIGNS ONLY. THE
POST CLIPS MUST BE USED AT EACH
ALUMINUM
CHANNEL
AnACHED
TO
THE SIGN PANEL.
POST CLIPS SHALL NOT BE USED
WITH “2” BAR SECTIONS.
BOLTS MUST BE USED IF A “2”
BAR
SECTION IS USED.
SIDE VIEW
.
NOTE:
PLATE
SEE TABLE (DRAWING TR.~.I
FOR DIMENSIONS
& MASS
USE HIGH STRENGTH BOLTS WITH HEX. HEAD % HEX NUT,
ONE FLAT WASHER UNDER EACH BOLT HEAD AND BNEL
OR FLAT WASHER ( WHERE REOUIRED
) UNDER NUT.
FUSE
-
1)
PLATE DETAIL
DATE
!iif@k!lPlmm
POST COPING & FUSE PLATE
Dl3AILS
OF
ISSUE
5/l
DRAWING
3/95.~
NUMBER
TR.4.9
FLANGE HOLES FOR HINGE
SHALL BE DRILLED OR SUBPUNCHED
& REAMED
-,,y
CUT
TO 1.6 mm
FROM
FILLET
LEG -
POST
FUSE PLATE
With Notches
Rose.)
ASTM-A325M
(For boring
Conection.)
BEVELED WASHERS FOR
S13Ox15
& SlOOxll
POSTS.
FLAT WASHERS
ON OTHERS.
(Install
Toward
Bolts
Type
FLAT WASHER
FIELD NOTE: ALL FUSE PLATE BOLTS SHALL BE 70 mm IN LENGTH AND HAVE 60 mm OF THREAD ON THE END
OF THE BOLT,
ALL FRICTION FUSE BOLTS SHALL BE TIGHTENED IN THE PRESENCE
OF THE DEPARTMENT’S
REPRESENTATIVE
IN THE FIELD AND IN ACCORDANCE
WITH THE REQUIREMENTS
OF ARTICLE 2.10.20,
WITH A
WRENCH
CALIBRATED
DAILY AT THE CONTRACTOR’S
EXPENSE AT THE PROJECT SITE WITH A HYDRAULIC
BOLT
TENSION CALIBRATOR
TO OBTAIN THE FOLLOWING
TENSION IN EACH BOLT.
REFER TO
DRAWING
TR.4.9
FUSE PLATE
DETAIL
BOLT SIZF
,12.7 mm
Ml6
19.0 mm
M22
TFNSION
TENSIONS TO BE
FURNISHED
LATER.
TESTING IS CURRENTLY
UNDERWAY.
THIS INSTALLATION
PROCEDURE
SHALL COMPRISE
THE IN’SPECTION
REOUIRED BY THE ABOVE MENTIONED
SPECIFICATION.
FABRICATOR
SHALL ASSEMBLE THE SIGNS IN THE SHOP WITH SUITABLE ERECTION BOLTS FOR SHIPMENT TO THE
PROJECT WHEREUPON
SAID BOLTS ,SHALL BE REPLACED
WITH THE SPECIFIED
HIGH-STRENGTH
BOLTS AND TESTED TO
THE VALUES SHOWN ABOVE.
INSPECTION
SHALL BE IN ACCORDANCE
WITH THE ABOVE MENTIONED
ARTICLE 2.10.21~
EXCEPT THAT THE INSPECTION
WRENCH
SHALL BE A TORQUE WRENCH AND THAT ALL BOLTS INSTALLED ON THE
VARIOUS FUSE PLATES SHALL BE INSPECTED.
I
BASE
I
CONNI ECTION DATA TABLE
ID
In
I*
I-
w200
x
W250
X 33
W250
w310
X 39
x 33
W3lO
x 39
w310
w310
x (5
x 60
s 100
x
s
x
I
I
I-
I
TORQUE.
27
I
“‘,“,,x
1.52
gomy
57
35
89
32
25
THREAD
TOROUE.
SEE DRAWING TR.4.7
AND DRAWING TR.4.0
FOR BASE PLATE
I
19
-
70
203
41
140
32
25
19
t
130
I1 M’6
x 6o mm
w’Tk:hmm
15
TOROUE.
SEE
DETAIL
DRAWING
TR.4.8
.TOROUE TO BE DETERMINED UTER
W250
X 33
137
76
36
1461
70
w250
x
39
137
76
36
146
70
36
W3IO
X 33
137
76
36
165
89
VI310
X 39
137
76
36
165
69
FOUNDATION
136
24
13
M22
2.15
22
24
13
M22
2.17
36
22
24
13
M22
2.46
36
22
24
13
M22
2~46
DATA
I22
l
SEE DRAWING TR.4.9
FOR FUSE PLATE
DETAILS
ALTERNATE
SEE DRAWING TR.4.6
FOR FOUNDATION
DETAILS
*
&7&J,
#usllmYls&
BL!Pmm
IF ROCK, LEDGE OR WATER
ENCOUNTERED,
ALTERNATE
FOOTINGS MAY BE EMPLOYED
ONLY WITH THE WRIi-rEN
APPROVAL
OF THE ENGINEER.
BASE CONNECTION
FUSE PLATE & FOUNDATION
DATA TABLES
DATE OF ISSUE
5/l 3/95
‘~.
DRAWING NUMBER
TR.4.11
”
m
St1313W
NI IHWIH
N3lS
DATE
SIGN POST SIZING CHART
WIND ZONE 1
OF
5/l
DRAWING
ISSUE
.~
3/95
NUMBER
TR.4.12
4.5i i iii Izi Ni
Iani-i
XI
*.a m 10 3.P m
SIGN WIDTH IN METERS
NOTE:'f
NOTE:WHENME
EQUALSME AVRACE HEIGHTFROM
IHE GROUNDLINE 10 THE 6UllOM EDGE
OF IHE SIGNAT POSTLOCAIIONS.
MMYLIM DlmNcE 3.65 m.
NOTE:THESECHARIS TO BE USEDWHERESIGN
PANELSARE OKR 4.0 SOUAREMETERS.
DESIGNOF A STRUCTURE
FALLS
BETWEENMl LINESON IHE CMRI. ALWAS
CO UP TO THE NEKl NEARESTLlNE TO
CHOOSETHE SIZE OF ME SKIION.
WINDZONE 2 WESTOF LONGITUDE71'- 41'
V = 110 km/h, P = 103.5 kg/m2 x Cd Ch
1---“““‘
I
-I--
UP TO 5.0
SQUARE METERS
VARIES
50 mm DIA. HOLE
.TyP. (4) PLACES
1.5
m
NOTES:
1.
2.
FOR SIGNS OVER 5 SQUARE
METERS,
CALCULATIONS
MUST BE
SUBMITTED
FOR WIND LOAD AND POST SIZE.
USE 150 mm X 150 mm DOUGLAS
FIR OR SOUTHERN
YELLOW
PINE.
DATE DF ISSUE
TEMPORARY WOODEN YlELblNG
SUPPORTS
5/l
3/95
DR*WNC NUMBER
TR.4.14
1.5
m
t
1.5
-
m
-
6 mm
6 mm
SHEET
SHEET
ALUMINUM
ALUMINUM.
127 mm (NOM.)
STEEL PIPE21.76
kg/m
LENGTH
3.35
m
SEE
FOR
30 MPo
CEMENT
- 40 mm
- 335
CONCRETE
FOOTING
kgl
MAX.
150
mm’--
WITH D-8
s
I
DRAWING
TR.5.2
SHIM DETAILS
2.1
m
FOR
TOWN
LINE
SIGN
_ DIRECTION OF TRAFFIC
PRLnlDE 19 mm Ok
HOIE IH BlsE PIATE
FORCM”. DRMUOC.
HIGH-STRENGTH BOLT WITH HEX HEAD,
HEX NUT, & 3 WASHERS WIlH EACH
BOLT. SEE TABLE FOR BOLT DIAMETER
AND TOROUE. SEE BOLTING PROCEDURE
REMOVE ALL
I
I
.SLCIION A-A
SECTIONS SHOWN ARE FOR INSTAIIATIONS
ON RIGHT SHOUWR AND IN CORE. PLATE
SLOT BEVELS ARE OPPOSITE HAND FROM
THAT SHOWN FOR INSlALtATIONS ON LEFT
SHOULDER.
,Y
PROJECTION
*p
Top of Foundation
-. .
- .*,
BASE CONNECTION DATA 1lABLE
NOM. PIPE SIZE BOLT SIZE
DIMENSION
k TOROUE**
125 mm
lml”:“,;f&,
A
mm
B
mm
C
mm
D
mm
E
mm
F
mm
T
mnl
mw,
165
246
32
102
22
20.3
25
11
*PLATES FOR EiASE CONNECTION SHALL CONFORM
OF ASTM-A36.
l *TOROUE TO BE DETERMINED LATER.
WITH THE REOUIREMENTS
GENERAL NOTES
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE BREAKAWAY DESIGN SHOWN
ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR
THE D-6 AND D-6 WITH D-6 SIGN AND THE MASS. HIGHWAY DEPT.
“STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.”
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CONFORM TO
THE ASTM DESIGNATION A53.
ALL HIGH STRENGTH BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM-AS25
TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO
THE TOROUE SHOWN IN THE TABLE. DO NOT OVER TIGHTE&
ALL BOLTS, OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307
CLASS A.
ALL STEEL HARDWARE SHALL BE GALVANIZED AS PER ASTM-A153.
SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-Al23.
IN ALL CASES THE BOTTOM OF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH.
THE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE TYPE Ill OR TYPE IV REFLECTIVE
SHEETING (M9.30.0)
FURNISH 2-0.30
mmi
THICK AND 2THICK SHIMS PER POST. SHIMS SHALL
FABRICATED FROM BRASS SHIM STOCK
OR STRIP CONFORMING TO ASTM-B36
SHIM
DETAIL
125
mm
8 mm
108
POST CAP I.D.=1 46
FOR ALUMINUM
-
6 mm
WALL THICKNESS
PANEL
, psi?
f
mm
mm
l
TOP VIEW
-------~,R_,,
mm
($6
mm---*-’
I
0
Y-
.I_.
6 mm WELD
54
mm
I
BOLT WITH Ml 4 x 40 mm
HEX HEAD BOLTS & HEX NUTS 1
+
20
mm
6 mm PLATE WELDED TO TOP
OF SLEEVE OR ENTIRE
UNIT CAST.
DRILL ,BOTH WALLS IN ALIGNMENT FOR 11 mm HOLE & BOLT
WITH Ml0 X 175 mm HEX HEAD BOLT & HEX NUT.
FRONT VIEW
9.5
mm--
J
178
mm
76.2
mm
9.5
mm
-14.3
mm
+
000
0
ALL
HOLES
0
ABOVE
11.1
mm
DIA.
.l
OR
mm
STEEL
PLUCWELD
RIVET
mm
9.5
HEX
HEX.
LOCK
FOR
USE
FOR
WASHER.
D-8
ATTACHMENT
2 CLAMPS
EACH SIGN
+
+
0
0
t
25
mm
I
DATE
OF
lm?q
ISSUE
5/ 13/95
hmHwlY
3llaNB&
S~Prnrn
CLAMP
FOR D-8
ATTACHMENT
DPAwNG
NUMBER
TM.4
..~
I
k-940
mm1
tA
2.4
m
1
I,
l----1.7
0
2.4
m-.---J
ARROW & LEGEND AREA
m
c
ARROW
&
9.8 m
MINIMUM
ONLY=APPROX.
I
2.5
4.3
SO.
m
METERS
6.0 mMINIMUM
STRAIGHT ARROW
1.10 In2
RIGHT OR LEFT ARROW
1.47 rn2
COMBINATION ARROW s~[‘~$T
“ONLV
OF PAINT
,$N)0
LEGENO
2.6,
,,,2
2.75
rn2
*NOTE: ALL ARROWS & LEGENDS SHALL BE WHITE.
PAVEMENT MARKINGS
MILLIMETER
100
WHITE
200
MILLIMETER
WHITE
300
WHITE
100
MILLIMETER
GORE CHEVRONS
EDGE LINE (LEFT)
LANE LINE (ONE WAY TRAFFIC)
STOP
CENTER LINES
TAPER
CROSSWALKS
EDGE
LINE
CHANNELIZING LINE (GORE)
MILLIMETER
(RIGHT)
LINE
LINES
YELLOW
SHOULDER LINE
CHANNELIZING
LINE
I
SEE
ALTERNATE
MARKINGS,
MANUAL
ON
UNIFORM
TRAFFIC
CONTROL
DEVlCES
SINGLE BROKEN YELI OW CENTER I INE [TWO WAY PASSING ZONF)TWO WAY YELLOW/YELLOW
MARKERS
SHALL BE PLACED IN LINE WITH THE SINGLE BROKEN YELLOW CENTER LINE AT AN
INTERVAL ~0 GREATER THAN 2N, WHERE N EOUALS THE LENGTH OF ONE LINE SEGMENT
PLUS ONE GAP (N = 12 METERS).
THE MARKER SHALL BE PLACED MIDWAY IN THE GAP
BETWEEN SUCCESSIVE
MARKINGS.
DOUBLE SOLID YEI LOW CENTER LINE (TWO ,WAY NO PASSING ZONE)TWO WAY
YELLOW/YELLOW
MARKERS
SHALL BE PLACED IMMEDIATELY ADJACENT TO THE TWO LINES
(ONE ON EACH SIDE OF DOUBLE ,SOLlD LINE) AT AN INTERVAL NO GREATER THAN N.
SINGLE SOLID YELLOW WITH SINGLE BROKEN YELLOW CENTER LINE (ONE WAY ~0 PASSING
mONE WAY YELLOW MARKERS SHALL BE PLACED IMMEDIATELY ADJACENT TO THE SOLID
YELLOW LINE AT A SPACING
NO GREATER THAN N. TWO WAY YELLOW/YELLOW
MARKERS,
ALTERNATING
WITH ONE WAY YELLOW MARKERS, SHALL BE PLACED IN LINE WITH THE, SINGLE
BROKEN YELLOW LINE. MIDWAY IN THE GAP BETWEEN MARKINGS.
AT AN INTERVAL NO
GREATER THAN N.
BROKEN
WHITE LANE LINESONE WAY WHlTE MARKERS SHALL BE PLACED IN LINE WITH THE
BROKEN
WHITE LINE AT AN INTERVAL OF NO GREATER THAN 2N. THE MARKER SHALL BE
PLACED MIDWAY IN THE GAP BETWEEN SUCCESSIVE
MARKINGS.
AN EXCEPTION TO THIS SHALL
BE THAT AT ON AND Off
RAMPS TWO WAY WHITE/RED
MARKERS SHALL BE USED IN PLACE
0F ONE WAY WHITE MARKERS
BEMlEEN
THE GORE AND A POINT ~0 LESS THAN 300 METERS
IN ADVANCE OF THE GORE.
SOLID WHITE GORE LINESONE WAY WHITE MARKERS SHALL BE PLACED IMMEDIATELY
ADJACENT
TO THE GORE LINE ON THE MAlNLlNE SIDE AT AN INTERVAL OF NO GREATER THAN
N/2.
TWO WAY WHITE/RED
MARKERS SHALL BE PLACED IMMEDIATELY ADJACENT TO THE GORE
LINE ON THE RAMP SIDE AT AN INTERVAL OF ‘NO GREATER THAN N/2.
SOLID YELLOW EDGE LINFSONE WAY YELLOW MARKERS SHALL BE PLACED IMMEDIATELY
ADJACENT
TO THE YELLOW EDGE LINE OF A RAMP AT AN INTERVAL OF NO GREATER THAN
N/2.
SOLID WHITE EDGE LINFSSOLID EDGE LINES GENERALLY
SHOULD NOT BE SUPPLEMENTED
BY RAISED PAVEMENT
MARKERS.
IF IT IS DETERMINED
THAT THE USE OF RAISED PAVEMENT
MARKERS IS DESIRABLE
DUE TO SPECIAL CIRCUMSTANCES
THEY SHOULD BE PLACED
IMMEDIATELY ADJACENT
TO THE WHITE EDGE LINE AT AN INTERVAL OF ~0 GREATER THAN N.
‘L”A=QmHwwRAISED
ti3lmB&
WPrnrn
DATE
PAVEMENT MARKER
PLACEMENT
OF
5/l
DRAWING
ISSUE
_~~
3/95
NUUBER
TR.6.2
EDGE OF PAVEMEN
DASHED
----
-x-
LINE FOR ONE-HALF
-x-
-It-
LENGTH
-o-
-o-
-...-o-
-0
SHOULDER
OUGH
LINE
INTERCHANGE
DGE OF PAVEMENT
LINES
PAVEMENT MARKINGS SHALL BE IN
CONFORMANCE
WITH CURRENT M.U.T.C.D.
o WHITE/RED
RAISED PAVEMENT
x ONE WAY WHITE RPM
o YELLOW/RED
RPM
MARKER
act LJKHWINI. 1rc.d.1 FOR
PAVEMENT MARKING TABLES
m
RED REFLECTOR IS FACED
AWAY FROM ONCOMING TRAFFIC
DASHED
OF FULL
DOTTED
LENGTH,
LINE FOR ON E-HALF
LENGTH
WIDTH ACCELERATION LANE
LINE FOR REMAINDER OF
CONNECTING TO EDGE LINE.
EDGE OF PAVEMENT
VARIABLE
RADlUS
600 mm SEGMENTS WITH
1200 mm GAPS.
SHOULDER
X-L
1
-----x-x-
-*-
-I
-x-
-“-
-o-
-o-
--o--‘-o
-’
ANNELIZING
-o-
-o-
-o-
LINE
PT
LINES
SHOULDER
-o-
LINE
600 mm SEGMENTS WITH
1200 mm CAPS.
EDGE OF PAVEMENT
PAVEMENT MARKINGS SHALL BE IN
CONFORMANCE WITH CURRENT M.U.T.C.D.
o WHITE/RED
RAISED PAVEMENT
K ONE WAY WHITE RPM
0 YELLOW/RED
RPM
*-DESIRABLE
WIDTH
SHOWN,
3.0 m IS ABSOLUTE MINIMUM.
MARKER
m
SEE DRAWING TR.6.1
PAVEMENT MARKINGS
FOR
TABLE.
I-‘2 m-l
I
II
SWEL
/- SYCL
,-DYCL
-.
SWEL
2
2
-TWO
WAY PASSING
m-u
NPICAL
:z
zz
-
*-ONE-WAY
ZONE.
MARKINGS
FOR TWO-LANE
TWO-WAY
NO PASSING
ZONE
*
TWO-WAY
ZONE
NO PASSING
ROADWAY.
4
4
4
4
4
4
a
DYCL
4
4
4
4
BWLL
a
a
SWEL
TYPICAL
MARKINGS
FOR FOUR-LANE
TWO-WAY
ROADWAY.
NOT TO SCALE
NOTE:
SEE DRAWING TR.6.1
FOR PAVEMENT
MARKINGS
TABLE.
.
D ONE-WAY
+ ONE-WAY
*TWO-WAY
WHITE RPM
YELLOW RPM
YELLOW RPM
WHICHEVER
SHORTER
200 mm YELLOW CROSS
HATCHING
LINES AT
6 METER SPACING
AND
45 ANGLE
3.6
m MIN.
LANE
TAPER
I
m
200 mm YELLOW
CHANNELIZING
LMS
BEGIN
1,
WIDTH-L/J
j 1 ( [\
MATCH
LINE
“A”
900 mm x 900 mm
NOTE:
M!Jwmim
SEE
DRAWING
TR.6.1
FOR
PAVEMENT’
MARKINGS
TABLE.
PAVEMENT MARKINGS AND SIGNING DATE
“;)1:‘&5
FOR TRANSITION FROM 4 LANES
,,WIW,NG
NUMBER
DIVIDED TO 2 LANES
TR.6.6
*
TAPER AS PER MHD
HIGHWAY
DESIGN
MANUAL
CREST
TWO
LANE-TWO
OF
WAY
DIVIDED
HIGHWAY
1
2
2
1
=&J,.,,
sIR3xia &
9!T!mmm
&
&
&
&
3
4
3
4
BEGINNING
OF NO-PASSING
ZONE.
END OF NO-PASSING
ZONE.
BASED ON LIMITED
SITE DISTANCE.
OPPOSITE
BEGINNING
OF CLIMBING
HIGHWAY
LANE.
DATE
PAVEMENT MARKINGS
SlGtjlNG FOR CLIMBING
AND
LANES
Of
ISSUE
s/13/95
Dww’Nyr;7
. .
.~
UNDIVIDED
3
2 OR 3 LANE HIGHWAY
DAYS *
14
OR LESS
DAYS
OR LESS
MORE
UNDIVIDED
MULTI-LANE
14 DAYS
OR LESS
THAN
14 DAYS
MORE
THAN
DAYS
14
T
T
a
HIGHWAY
11 m
Sm
11 m
L
PASS
WITH
CARE
l
I
I
1.2 m
-I
Jl
lb
9m
9m
1.2 m
-
-i
-I
I
3m
MAY BE LONGER FOR
LOW VOLUME RG4DS.
NOTES
DIVIDED
MULTI-LANE
14 DAYS
MORE THAN
OR LESS
14 DAYS
11 m
1.2 m
11 m
1.2 In
!-I
MA
=
Bmm
L?%uPlmm
HIGHWAYS
t&
1) LOW VOLUME HIGHWAYS SHOULD BE
DEFINED IN ACCORDANCE WITH STATEWIDE
POLICY AS APPROVED BY THE FHWA
DlVlSlON OFFICE. IT IS RECOMMENDED
THAT UP TO 400-500
ADT BE CONSIDERED
A LOW VOLUME ROAD.
2) SIGNS MAY BE USED
PAVEMENT MARKINGS
ROADS FOR UP TO 2
PERMANENT MARKINGS
INSTEAD OF
ON LOW VOLUME
WEEKS, AFTER WHICH
ARE
REWIRED.
3) ON OTHER THAN LOW VOLUME ROADS
TEMPORARY OR PERMANENT MARKINGS
SHALL BE IN PLACE BEFORE ROAD
IS OPENED TO TRAFFIC.
4) EDGELINES ARE REQUIRED AnER 14 DAYS
ON ALL INTERSTATE AND RURAL MULTI-LANE
HIGHWAYS. AND ON OTHER HIGHWAYS
WHEN STATE POLICY CALLS FOR EDGELINES.
5)
FOR
MORE
INFORMATION
SEE
TEMPORARY PAVEMENT MARKINGS
IN WORK ZONES
CURRENT
5/l
MUTCD.
3/95
~’
DRAWING NUMBER
TR.6.6
ITEM #
859.
DESCRIPTION
--
REFLECTORIZED
DRUM
859.1--
REFLECTORIZED
DRUM WITH FLASHER (TYPE A) - Used
continually
warn drivers
thot they ore opprooching
or
proceeding
in o hozordous
area (see current
MUTCD)
to
859.2--
REFLECTORIZED
DRUM WITH LIGHT (TYPE C). - Steody
burn
device used to delineate
the edge of the troveled
woy
on lone closures,
detour
curves.
lone changes
ond other
similar
conditions
(see current
MUTCD).
NOTES:
1. DRUM DESIGN AND APPLICATION
SHALL
BE AS PER THE CURRENT EDITION 0F
THE MUTCD.
2. DRUMS SHALL BE APPROXIMATELY
1 METER
IN HEIGHT. HAVING A MINIMUM WALL
THICKNESS
OF 2.3 MILLIMETERS AND
A MINIMUM DlAMETER OF 450 MILLIMnERS
REGARDLESS
OF ORIENTATION.
5. DRUM MATERlAL MUST BE ,APPROVED U.V.
RESISTANT.
LOW DENSITY, IMPACT RESISTANT -LINEAR POLYETHYLENE
(OR APPROVED
EQUIVALENT).
METAL DRUMS ARE PROHIBITED FROM USE ON ALL STATE HIGHWAY
PROJECTS.
1!.
SHEETING
SHALL BE APPROVED ORANGE
AND WHITE MPE VI REFLECTORIZED
SHEETING CONFORMING
TO M.9.30.0.
5. ALL DRUMS SHALL BE WELL MAINTAINED
INCLUDING
REMOVAL OF DUST OR ROAD
FILM. SO AS TO NOT REDUCE REFLECTIVE
EFFICIENCY.
WHEN A DRUM LOSES TARGET
VALUE IT SHALL BE REPLACED.
f5.
ORANGE
REFLECTIVE
SHEETING
-
-
WHEN A DRUM IS NO LONGER NEEDED
IT SHALL BE STORED IN A DRUM STORAGE AREA. UNLESS IT IS REOUIRED
FOR FUTURE l%E WITHIN A FIVE DAY
PERIOD,
IN WHICH CASE IT MAY BE
STORED ON LOCATION.
WHITE
REFLECTIVE
SHEETING
DATE
OF
ISSUE
5/13/95~
PLASTIC DRUMS
DRAWING
NUMBER
TR.7.1