HomeMy WebLinkAbout10 Sections & Details - G4.36'-9"
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FR SHMA/4ER
ARMEL HI H SCHOOL
L
NES
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BRICK VENEER
TO MATCH
BUILDING BRICK VENEER
N 12 -�4
QC.
REBARS
VERTICAL
KEYPLAN
1 -4"
SCHOOL IDENTIFICATION SIGN
mirmimpurim.
IIII I E II
1III
m a
MIMI N I
11.11111111111•1•1 MEM
MINN
PARKING SIGN 18 "X12"
MODEL 38176HL
HEAVY DUTY .063" RUST
PROOF ALUMINUM AS MANUF.
BY CHAMPION AMERICA 0
1-800-521-7000
PARKING SIGN 6 "X12"
MODEL 38154HL
U CHANNEL POST
SEE U- CHANNt
STEEL POST S
DETAIL, REFER
DETAIL 22
ii
SIGN 'G' ACCESSIBLE PKG.
SEE U- CHANNEL STEEL
POST SPLICE DETAIL
U CHANNEL POST
PARKING SIGN 18 "x12" .080
ALUM. MOCEL NO. HC23041.
INCLUDE SIGN #HC42413 WITH
FINE PER LOCAL REQUIREMENTS
AS MANUF. BY EMED CO., INC.
1- 800 442 -3633
DOUBLE SIDED
ALUMINUM SIGN
ELEVATION
12"
R 1"
4
74 1 s 0
7
0
0
0
SIGN 'F' ACCESSIBLE PKG.
3 -3/4" HIGH TEXT
5" HIGH TEXT
GENERAL NOTES
1 -4
EDGE OF
TRAVEL LANE
OR BACK OF
CURB
SIGN 'E'
PRECAST CONCRET
CAP PIECE
SIGN TO BE 5' -6" DOUBLE
FACED, ILLUMINATED
"ADVERTISER" SERIES SIGN
BY SIGNS PLUS
PHONE (11 -436)- 848 -4262)
I
THE SPACER THICKNESS SHALL BE /is" LESS THAN THE GAP BETWEEN THE
POSTS WHEN POSITIONED IN THE UNBOLTED CONFIGURATION.
THE EXTERIOR BOLT, SPACER, WASHER AND NUT SHALL BE INSTALLED IN A
PREPUNCHED HOLE WITHIN THE FIRST 2" OF THE END OF THE LAPPED
POST SECTION.
THE INTERIOR BOLT, SPACER, WASHER AND NUT SHALL BE INSTALLED IN A
PREPUNCHED HOLE WITHIN THE FIRST 2" OF THE EXTERIOR BOLTS. THE MAXIMUM
SPACING BETWEEN THE INTERIOR BOLTS SHALL BE 1' -6 IF THE LENGTH OF
THE POST LAP IS INCREASED SUCH THAT THIS 1' -6" MAXIMUM IS EXCEEDED,
THEN ADDITIONAL INTERIOR BOLTS SHALL BE INSTALLED SUCH THAT THE
MAXIMUM SPACE BETWEEN A PAIR OF INTERIOR BOLTS DOES NOT EXCEED THE
1' -6" LIMIT POST LAP IS TO BE ADJUSTED TO MEET MANUFACTURERS
RECOMMENDATIONS.
THE DRIVEN POST SHALL ALWAYS BE MOUNTED IN FRONT OF THE UPPER POST
WITH RESPECT TO ADJACENT ONCOMING TRAFFIC, REGARDLESS OF THE DIRECTION
THE SIGN IS FACING.
THE BOLTS SHOWN SHALL BE 4'8" BY 2" GALVANIZED BOLTS IN
ACCORDANCE WITH ASTM A 449, OR SAE J429, GT.9; OR GALVANIZED BOLTS
IN ACCORDANCE WITH ASTM A 325.
6' -12'±
U CHANNEL POST
30"
DIRECTION
OF TRAFFIC
DRIVEN POST
DIRECTION
OF TRAFFIC
1 1 I i
"STOP" SIGN ASSEMBLY SHALL BE TYPE
NO. R1 -1 AS SHOWN IN THE CURRENT
MUTCD MANUAL. THIS SIGN SHALL BE
PLACED AND SHALL BE IN ACCORDANCE
WITH ALL CURRENT MUTCD, ODOT AND FHWA
GUIDELINES AND SPECIFICATIONS.
2"
-4
SIGN
4'0 "x1'4"
CONC
FOOTING
W/8 #4
REBARS
ORIZONTP L
SECTION
4'4 =1- 0"
1
1 1
UPPER POST
SPACER REQUIRED
FOR ALL BOLTS
6'± 2 LANE
7'± 4 LANE
SEE U- CHANNEL
STEEL POST SPLICE
DETAIL.
VARIES
E-.-- SPACER THICKNESS
SECTION "A -A"
30"
c0
N)
STOP SIGN
NO SCALE
U CHANNEL STEEL POST SPLICE
NO SCALE
3' -O"
2
1 -O"
6"
3' -O"
2
1 1'
2
1 -0"
j Th I i
12 0 CONC. FOOTIM S
6"
SIGN A
SIGN B
2
SIGN C
I i1
II
SIGN D
6' -0"
FRESHMAN CENTER
STUDENT DROP -OFF
SOCCER FIELD
GYMNASIUMS /NATATORIUM
DELIVERIES
TYP. POST FOOTING
(1) REQ'D
(1) REQ'D
5 -0"
1= 7:77 .-!---2: I I :11
12" 0 CONC. FObTINGS
TYP. POST FOOTING
FINISH GRADE
ONE SIDED SIGN
WEST FACE SHOWN
EMERGENCY ACCESS
ONLY
FINISH GRADE
ONE SIDED SIGN
SOUTH FACE SHOWN
6' -O"
SOCCER FIELD
GYMNASIUMS /NATATORIUM
FINISH GRADE
11H117-7=
1=111=111= 12 "0 I CONC FOOTINGS
N -TYP. POST FOOTING
(1) REQ'D
CAFETERIA
DELIVERIES
GYMNASIUMS /NATATORIUM
SOCCER FIELD
FRESHMAN CENTER
ii— 1I 1
=111= 11i =11 =111
12" 0 CONC. FObTINGS
TYP. POST FOOTING
(1) REQ'D
6' -6
FINISH GRADE
®1
I' I
iii
11
1f j 1 =Ili 11
ONE SIDED SIGN
WEST FACE SHOWN
EXISTING TWO SIDED
SIGN W/ MODIFICATIONS
T
E
2'/2"
1E__ !i_i=
i17 1
11=111=1
=11 -11 I =111 —Ii1_=__
1 1 1 =111 1 --I l i
1
Mkw STEE&T Avg 4
2
4/4"--1' -0"
4 =1 -0
2%"
3/4"=1
--2%2"
CHANGE 'STUDENT
DROP -OFF' TO
FRESHMAN CENTER
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W
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Z
O
O 0
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w
cc
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CHS FRESHMAN CENTER
201105.00