HomeMy WebLinkAboutZ-4336-RR Map 92
2 EQ. SPACES® —
5-0' O.0
2112'XB'ALUM—
PURLINS06-0'O.0
NOTE:
ORIGINAL CANOPY NCTES SHOWN FOR CONTRACTOR
SUPPLEMENTAL INFORMATION ONLY, CONTRACTOR
TO VERIFY ALL INFORMATION AND DIMENSIONS.
n n n n7-
2 EQ. SPACES 0 Sp OC
1D' STD PIPE,PAINTED.
(3 HORZ. MEMBERS)
rOP OF PIPE EL. =386'-6'
3TEEL COL. TYPICAL SEE S-107
rXX-STRONG PIPE DIAGONAL
STRUTS, PAINTED. (8 EACH COLUMN)
CANOPY EQUAL. TO KAWNEER 1SDO
SYSTEM #2-22 XB'DEEP- SSG
WITH PERIMETER PRESSURE PLATE
(WI 9)16' LAMINATED CLASS)
10' STD PIPE, PAINTED --TOP OF PIPE EL. = 386'e (16-V AFF)
(4 SLOPED MEMBERS \\_
®3 -W O,C,( q NEW STEEL TO SUPPORT NEW
5101 "p EMERGENCY" SIGN
CANOPY PLAN AT PEDESTRIAN ENTRANCE
,
SIGN ID
A53 GRADES
STEEL PIPE SI2E
FOUNDATION
DEPTH
FOUNDATION
DIAMETER
1 ID
FO XS
6'4Y
1'-0'
2 PD
6"OXXS
914r
118
3 SO
5'0XXS
r4r
11$'
4 TD
310X%8
61•0"
11-0'
6 Py
80XXS
S-0'
11-6'
6 PH)
PDXS
8'-0"
1'-6'
7 SID
3'0 SID
6-D'
11-V
6 TO
3' 0 XXS
6-0'
11-0'
g p
9' 0X6
6'-0°
1'-0'
MEN
so
Iloilo
2 EQ. SPACES 0 Sp OC
1D' STD PIPE,PAINTED.
(3 HORZ. MEMBERS)
rOP OF PIPE EL. =386'-6'
3TEEL COL. TYPICAL SEE S-107
rXX-STRONG PIPE DIAGONAL
STRUTS, PAINTED. (8 EACH COLUMN)
CANOPY EQUAL. TO KAWNEER 1SDO
SYSTEM #2-22 XB'DEEP- SSG
WITH PERIMETER PRESSURE PLATE
(WI 9)16' LAMINATED CLASS)
10' STD PIPE, PAINTED --TOP OF PIPE EL. = 386'e (16-V AFF)
(4 SLOPED MEMBERS \\_
®3 -W O,C,( q NEW STEEL TO SUPPORT NEW
5101 "p EMERGENCY" SIGN
CANOPY PLAN AT PEDESTRIAN ENTRANCE
,
SIGN ID
A53 GRADES
STEEL PIPE SI2E
FOUNDATION
DEPTH
FOUNDATION
DIAMETER
1 ID
FO XS
6'4Y
1'-0'
2 PD
6"OXXS
914r
118
3 SO
5'0XXS
r4r
11$'
4 TD
310X%8
61•0"
11-0'
6 Py
80XXS
S-0'
11-6'
6 PH)
PDXS
8'-0"
1'-6'
7 SID
3'0 SID
6-D'
11-V
6 TO
3' 0 XXS
6-0'
11-0'
g p
9' 0X6
6'-0°
1'-0'
NOTES
1. EXCAVATE PLUMB HOLE FOR PIPE. CENTER PIPE IN HOLE.
PROVIDE EQUAL EDGE DISTANCE AROLINDALL SIDES OF
HOLE.
2. SIGN MANUFACTURER RESPONSIBLE FOR CONNECTION
OF PIPE TO SIGN.
3. COORDINATE SIGN ID wt ARCH AND SHOP DWG's.
4. REMOVE ANY WATER AND CUTTINGS FROM HOLE BEFORE
POURING CONCRETE.
5. PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING
EXCAVATION AND BACKFILLING.
6. HOLES SHALL BE CASED IF REQUIRED.
7. THERE WILL BE NO EXTRA PAY FOR ROCK EXCAVATION
ANDIOR BOULDER REMOVAL.
B. CONCRETE SHALL BE 4,000 PSI <0.5w6 RATIO, AND 3%
ENTRAINED AIR.
STEEL PIPE, SEE
TABLE FOR SIZE
AROUND PIPE
CONC BASE, DIME AS —
SHOWN BY SIGN MANUF.
INSTALL #3's AT B" O.C.
MAX MID DEPTH E.W.
GROUND SURFACE
4-2" LONG x 314'0
HEADED STUDS FUSION
WELDEDTOPIPEAT
SPACING SHOWN
ZRC PAINT PIPE
HEADEDSTUDS
BELOW GRADE
.
FOUNDATION
L�J
DIAMETER
TYPICAL SCHEDULE AND DETAIL FOR GROUND MOUNTED SIGNS
3 iti1,_0
NOTES:
1. GALVANIZE AND PAINT ALL NEW STEEL.
2. PROVIDE AESS QUALITY STEEL AND WELDS,
INCLUDING WELD REPAIR
2 SETION AT NEW SIGN SUPPORT
O EMERGENCY'
NON, SEE ARCH
ISS51(d1M
31(3x318
X)NNECTION OF SIGN
'OSUPPORTINGL3x3
ANGLE PER SIGN
1ANUFACTURER
�1EOF4U7�
pk CxadMfll-��
I� nRexIT491a s
3 u ENGNEfA6 2
e
fl�
miunm2
CL
V
TO
i
V
ZW
Ln
W =
o-
r) ~
.J Z
cWc
L
W
g
U
W
(� LY
`/ i z
QVI
z"
Q�
�u
�c Z
Q
ENE
N
3z
lA
z Q
W
o u
JO
U fy
W J
z
OJ
Arkansas
Children's
HOSPITALS RESEARCH- FOUNDATION
13CR0MWELL
101 souN EpNR9 Et..t Mlle mclt x 722D1
501.3722900 Ixrniw¢Il.com
STRUCTURAL
SIGNAGE
DETAILS
S-101