HomeMy WebLinkAboutR-406958TOP OF PAVING
1 /4" FILLET WELD -
ALL AROUND
1 /4" -\
d
d
d
a
a
a
WELD SADDLE BRACKET TO FLAT BAR;
MAX 1 /8" FILLET WELD ALL AROUND
HANDRAIL, TYP; SEE SPEC FOR FINISH 1 /4" PAN HEAD
PROVIDE RADIUS AT TOP OF VERTICAL MACHINE SCREW, TYP
POST TO RECEIVE SADDLE BRACKET
1 /4" PAN HEAD SCREW, FOUR
PER CONNECTION, TYP77
1 /8" THICK SADDLE
BRACKET; SADDLE RADIUS
ol
1 /4" TO MATCH HANDRAIL
N 1 „ RADIUS W/ SNUG FIT ADJUST ANGLES
TO MATCH SLOPE
FLAT BAR 1 /2" TYP N OF PAVING, TYP
ALL EDGES OF 1 /4" THICK WELDED POST
POST, CAP & TOP WELDED POST TOP ASSEMBLY
ASSEMBLY TO HAVE TOP CAP INCLUDES
MAX 1 /32" EASED SADDLE
ADJUST ANGLE EDGES TO REDUCE 1 /2" BRACKET,
TO MATCH SLOPE SHARPNESS OR VERTICAL POST,
OF PAVING CUTTING HAZARD TOP CAP &
i_ VERTICAL POST FLAT BAR
N1.1 ATTACHMENT TO VERTICAL POST AT HANDRAIL
BASE PLATE; WELD
TO VERTICAL POST
7 ANCHOR BOLT, TYP
L-7
EDGE OF PAVING
WELD BASE
PLATE TO 1 /4"
THICK 2" SQ
N TUBE POST;
MAX 1 /4"
FILLET WELD
ALL AROUND
1 /4" DIA AIR
PRESSURE
2» 1 /2" RELEASE HOLE
IN BASE PLATE
4"
1 /2"
BASE PLATE
STANDARD SIGN POLE
1%
TYP
e_
v
a
v
-
D
-
v
v
v
o
a
III
III
I l�
l
�a
I I 'I�
I
4" METAL PIPE SLIP DOWEL FOR -
EXPANSION/CONSTRUCTION
CONTROL, PROVIDE 4 SLIP JOINTS
EQ SPACING PER HANDRAIL; KEEP
MIN 12" FROM ALL POSTS, TYP
1 /1 6" MIN
/ 1 /8" MAX
4" _4
HANDRAIL, TYP
SLIP JOINT
1 " LAWN SOD AREAS PROVIDE BROOM FINISH
3" SHRUB/ AROUND BASE OF SIGN
GROUNDCOVER AREAS POLE AS SHOWN
STANDARD SIGN POLE
FINISH GRADE REATTACH SALVAGED
TRAFFIC SIGNS TO
NEW POLES PER
CONIC FOOTING + +COR STD & LOCATE
o _ v �� �� UNDISTURBED
EX SOIL OR
EX SOIL
III COMPACTED
12" DIA- TO 95% MAX
_ DENSITY
SECTION
TRAFFIC SIGN RESET
n/R�\ff � H
+ SIGNS AT EX
+LOCATIONS
+ + +
+� + +
00 + +
IvU) +
+ + �o +
+ _o
PLAN + CONIC FOOTING
m
VERTICAL POST
BOTTOM RAIL; SEE
SPEC FOR FINISH
/8" THICK ANGLED
ADDLE BRACKET;
ADDLE RADIUS TO
ATCH HANDRAIL
fFOUFR
ADIUS W/ SNUG FIT;
LLET WELD AT JOINT
PAN HEAD SCREW,
/4"
PER CONNECTION, TYP
\�
1 /2"
ALL EDGES OF POST
„
TO HAVE MAX 1 /32"
N
1
EASED EDGES TO
7
REDUCE SHARPNESS
d
d
OR CUTTING HAZARD
Q
a..
I
d
d d °
TOP OF PAVING
d
BASE PLATE
I
I° da
ATTACHMENT TO VERTICAL POST
AT BOTTOM RAI L
q 23.
PROVIDE 1 /8" DIA AIR PRESSURE RELEASE HOLE
UNDERNEATH HANDRAIL, ONE AT EACH END OF HANDRAIL
1 /4" PAN HEAD SCREW, 2 PER CONNECTION
CAP WELDED ON ENDS OF HANDRAIL;
THICKNESS TO MATCH HANDRAIL PIPE
THICKNESS; WELD W/ SMOOTH
EDGES/ MATCH HANDRAIL FINISH
1 /8" THICK SADDLE BRACKET; FLUSH
MAX 1 /8" FILLET WELD TO 2
FLAT BAR ALL AROUND, SEE
SPECS, TYP; RADIUS TO MATCH
- ADJUST ANGLES HANDRAIL W/ SNUG FIT
TO MATCH
SLOPE OF 1 /2"X 1 " FLAT BAR, TYP 1 /2" TYP
PAVING, TYP VERTICAL POST WITH WELDED CAP;
WELDED TO 2 FLAT BARS AS SHOWN
END TREATMENT 2FLUSH, TYP"
AT HANDRAIL
PLANTING @ 1.9" OD, CONTINUOUS SCHED 80
GAZEBO AREA 316 SS PIPE BOTTOM RAIL, TYP SCHEID CONTINUOUS
CHD 80 316 SS
#3 REBAR @ 18" OC EACH WAY, 2" PIPE HANDRAIL, TYP
COBBLE ROCK 7 MIN CLR OF EDGES & POSTS
t�22"
`�' 4" DEPTH CONIC RAMP PAVING 2 X 2 BAR
VERTICAL POST, TYP
2% MAX 1 " IN SOD
LAWN AREAS
. o aoo aoo aoo aoo aoo aoo a
FINISH GRADE
III III III 4" DEPTH CSBC `
6" 6" THICKENED EDGE AT
P TYP POST LOCATIONS, TYP SECTION
8'-0"
SPACE POSTS AS SHOWN ON GAZEBO AREA ENLARGEMENT ON DWG L-5
CONTINUOUS HANDRAIL AT -
RAMP LANDINGS, SEE PLANS
,-T
12" THICKENED
END TREATMENT AT SLIP JOINT,
BOTTOM RAIL, TYP TYP EDGE AT POST
LOCATIONS, TYP
TOP OF RAMP
1 CONIC PAVING & CSBC,
\ / SEE CIVIL DWGS, TYP
o o
1 1 III �o Doo °og 0 0 °0 0 °0 0 °0 0 °o o a Q o
ATTACHMENT TO VERTICAL -
POST AT BOTTOM RAIL, TYP
5'-0" WIDE LANDING
ALONG INNER RADIUS
BOTTOM RAIL; SEE SPEC FOR FINISH
VERTICAL POST
1 /4" PAN HEAD SCREW,
FOUR PER CONNECTION, TYP
BASE �' "Tr
TOP OF PAVI
END TREATMENT
AT BOTTOM RAIL
ATTACHMENT TO
� VERTICAL POST q
HANDRAIL, TYP
NOTES:
1. PASSIVATE STAINLESS STEEL ASSEMBLIES
AFTER ALL WELDING HAS OCCURRED TO
REESTABLISH STAINLESS PROPERTIES.
2. HANDRAIL SADDLE BRACKETS, POST TOP
ASSEMBLY, VERTICAL POST, & BASE PLATE
TO RECEIVE TNEMEC COATING FINISH AFTER
WELDING & PASSIVATION; TNEMEC 'BRIQUET
49G9'; SEE SPEC 05 73 00.
c ) RAMP &HANDRAIL
v % NOT TO SCALE
-
i 111 I,
I I—
3.
ALL FITTINGS
& HARDWARE TO
BE S.S. &
TAMPER RESISTANT.
4.
HANDRAIL TO
BE #4 BRUSHED
FINISH.
5.
HANDRAIL &
BOTTOM RAIL MUST
BE
PARALLEL TO
SLOPE OF RAMP
& LANDINGS
AS SHOWN.
6.
GRIND ALL WELDS SMOOTH.
7.
ALL VERTICAL
POSTS MUST BE
TRUE &
PLUMB.
2" X 2" -
FLAT BAR
VERTICAL
POST, TYP
END TREATMENT
AT HANDRAIL, TYP
HANDRAIL, TYP
BASE PLATE, TYP
-BOTTOM RAIL, TYP
BOTTOM OF RAMP
3 1 /2", TYP EXPANSION JOINT, TYP
6", TYP
8. SHOP DWGS OF HANDRAIL REQUIRED FOR
OWNER'S REP REVIEW & APPROVAL PRIOR TO
FABRICATION. SHOP DWGS SHALL BE DRAWN
9o-
U
1 /2" TYP
1 /2" TYP
ADJACENT
CONIC
PAVING,
12" TYP
TO SCALE, WITH CLEAN, NEAT & LEGIBLE ELEVATION
LINES & TEXT.
R-40695a
0)
00
CAI
0
0
0)