HomeMy WebLinkAbout25440C~2 V1APPROVED
M05,22
PRECAST SLOPED CAP,
TYPICAL. -------------------------
T.O. CAP.'S
ELEV. = 7'-0" A.F.F.
NOTE: PAINT INTERIOR SIDE
OF C.M.U. TO MATCH STONE.
BOARD & BATTEN SIDING ON
FURRING STRIPS.
HORIZ. REINF. AT 16" O.0
8" CMU W/ 45 REBAR @ 32" O.C. VERT.
GROUT FILLED CELL. ALL CELLS TO BE
6' DIA. STEEL POST BOLLARD
----
__---
__
"
GROUTED SOLID.
- _
WITH CONCRETE CAP.
T.O. WATERTABLE
E LEV. = 3'-0" A. F. F.
DOWELS TO MATCH SIZE &
5 1/4" x 7 1/2" PRECAST BULLNOSE
SPACING OF WALL REINF. LAP
-'
SILL W/DRIP -TYP. www.arriscraft.com
SPLICE 48 BAR DIA. MIN.
�, / STONE VENEER WITH ANCHORS @ 16" 0
HORIZ. & VERT.-TYP. PER SPEC 04300-
PART 3- #9
T.O. SLABb`
y,
z
o
6", 3000 PSI CONC ON111
p
w
GRANULAR BASE W/#4
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N
@ 18" o.c.
BOLLARD FOOTING: 18" DIA. x
36" DEEP.
TYP. GRADE BEAM
REINFORCING 6 - 45 CONT. (3
TOP & 3 BOT) w/ 43 STIRRUPS @
24"o.c. 4 SIDES.
4� DUMPSTER
ENCLOSURE SECTION
,,�A7 j// SCALE_ 3/8" = 1'-0"
STEEL ANGLE FRAME
ALL SIDES.
6"DIA STEEL POST
4" RIBBED 20 GA mirk
L 7c d
PRECAST CONCRETE V
�� METALSIDING.
SLOPED CAP. \ A7.1
'', PAINT "TATE OLIVE".I
T.O. CAP
ELEV. = T-0" AFF
n T.O. WATERTABI
4� ELEV. = T-0" ALL
T.O. SLAB L€II7:I1I -d1T I I717"'
- 1:I14iIIlI11.-1L€11'.. Irt
ELEV. = U-0"
7a
4" RIBBED 20 GA mi
METALSIDING -SEE A7.1
FRONT ELEVATION
NOTE #3 ABOVE L CANE BOLT AT EACH
GATE.
PRECAST
4 CONCRETE
A7.1 SLOPED CAP.
T.O. CAP
SIM.
ELEV. = T-0" AFF
2'-0"
O.C. I
ELEV. = T-0" AFF
ELEV. - 0'-0"
REAR ELEVATION
4" RIBBED 20 GA min
METALSIDING. PAINT
"TATE OLIVE".
T.O. CAP
ELEV. = 7'-0" ALL
T.O. WATERTA
ELEV. = T-0" AI
ELEV.=
�,� SIM.
RIGHTSIDE ELEVATION (LEFT SIDE OPPOSITE,SIMILAR)
/ 22 DUMPSTER ELEVATION
\ A7,1 / SCALE: 114" = V-0"
6"x4"x1/2" STL PLATE
WELDED ALL AROUND
TO HINGE COLLAR
12"x12"xl/4"
GUSSET PLATE AT
EA. CORNER
3/4"0 BOLT -
2"x7xl/4" STL.
ANGLE FRAME
\3�
HINGE
\ q7�
SCALE: 1/2" - V-0"
HARDIE - BOARD AND
BATTEN SIDING TO
MATCH BUILDING.
4" HARDIE TRIM
BOARD, TYP.
PRECAST CONCRETE
WATER TABLE TO
MATCH BUILDING,
STONE TO MATCH
BUILDING.
HARDIE - BOARD AND BATTEN
SIDING TO MATCH BUILDING.
COLOR: ARTIC WHITE.
PRECAST
CONCRETE
SLOPED CAP.
2'- 0"
O.C.
4" HARDIE TRIM BOARD,
TY P.
PRECAST CONCRETE
WATER TABLE TO
MATCH BUILDING.
STONE TO MATCH
BUILDING
4" HARDIE TRIM
BOARD, TYP.
PRECAST CONCRETE
WATER TABLE TO
MATCH BUILDING,
STONE TO MATCH
BUILDING.
1/4" THICK WELDED STEEL
CAP, WELD IN FIELD.
--- HINGE COLLAR W/ GREASE
FITTINGS 2 PER JAMB
GROUT PIPE SOLID
STL COLLAR WELD ALL
AROUND TO POST
u �q u .
i N.d
#5 BLEAR IN GROUT
FILLED CELL AT 32"
(2) 6"DIA POSTS W/ 18" O.C. VERT. (TYP.).
DIA. x 36" DEEP FOOTING
0 FOR DUMPSTER STOP 5 { a
c 6" CONC SLAB \�A7.1�
� m
CONFIRM REQUIRED INSIDE
DIMENSIONS WITH THE LOCAL !DG.
SOLID WASTE MANAGEMENT CO. 3/4" DIA. x 1" DP. RECE.GATE POST:6" DIA. STEELIN PAVEMENT FOR CAPIPE, WITH 18" DIA. x 48" BOLT AT CLOSED & 90
DEEP FOOTING. 12'-0' �� OPEN POSITIONS
- CLEAR WHEN OPEN o
(1) #5 BLEAR IN GROUT,
EACH CELL VERT. IN (1)
4" 4" FULL BLOCK MIN.
V - 4" 13'-6"M.O. 1' - 4"
16'-2"
DUMPSTER PLAN
\\A7.1 SCALE: 3/8" = 1'-0"
2"x2"xl/4" STL ANGLE FRAME
112"0 ANCHOR BOLTS @ 24" O.C.
INTO GROUTED CELLS OF CMU.
BRICK & BLOCK DUMPSTE\
ENCLOSURE.
2"x2"x 1/4" TUBE STEEL x U-0" L.
PAINT TO MATCH GATE.
8" HEAVY T-STRAP HINGE.
4" FACTORY FINISHED RIBBED
METAL SIDING - DARK BRONZE
\D
HINGE
vA7.1�
SCALE: 1 1/2" = V-0"
v,
____---------- ROUND CONCRETE
CROWN
_ - STEEL PIPE FILLED
W/ CONCRETE,
~
SEE PLAN FOR SIZE
o
PAINT (PER FINISH
o
SCHEDULE)
i
7nf
FIN. GRADE OR TOP
a
— OF PAVEMENT
z�
ow
m
V-6"
✓r
BOLLARD POST
�,\A7.1% SCALE: 3/4" = 1'-0"
EDGE OF 2 x STEEL
FRAME
4" x 24" x 1/4" PLATE
BOLTED TO FRAME &
FENCE
24" x 5" CANE
BOLT 1/2" DIA.
BOTTOM OF CANE
BOLT PLATE 1"
BELOW BOTTOM OF
GATE FRAME
3/4" DIA. x 1" DP.
RECESS IN PAVEMENT
FOR CANE BOLT AT
CLOSED & 90' OPEN
POSITIONS
OCANE BOLT-1 PER GATE.(3TOTAL)
2"x2"xl/4" STL. ANGLE FRAME - 1' 8" DIA, DOUBLE EXTRA STRONG PIPE
I � \ (6.875" I.D.) HINGE & STOP
3/4"0 BOLT _ \ I , r , r
4" FACTORY FINISHED RIBBED
METAL SIDING - DARK BRONZE
HINGE COLLAR W/ GREASE \._ 6" DIA. STANDARD PIPE
FITTINGS 2 PER JAMB (6.625" O.D.) COLUMN
OGATE HINGE DETAIL
5/8" HOLE FOR THIRD BOLT 3/8"±
2" x 2" x 1/4" FRAME /
1,
8" 4-1/2"X3"Xl/4" -
`T PLATE, WELDED
TO 2" FRAME
4 1/2"
1/4" THICK PLATE, �s
PAINTED NOTE: MOUNT 48" ABOVE FINISHED
GRADE TO TOP OF PLATE
OSWING LATCH O STOP PLATE
HARDWARE
A7.1" SCALE. 1 112" = V-0"
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t
{ FINAL SIGN PLACEMENT SHALL BE AGREED UPON
t BETWEEN CONTRACTOR AND FRANCHISE OWNER
C
V-6" EQ
2" CAPSTONE HARDIE SIDING
W/ 1" OVERHANG --- TO MATCH
4" HARDIE
TRIM
STONE TO
MATCH
BUILDING
EQ 1'-6"
60" DIAMETER
SIGN FACE
SIGN AREAS
(ONE SIDE)
LOGO - 24"DIA -19.6 S.F.
OVERALL STRUCTURE=
54 SF
7
2" CAPSTONE W/
\ 1" OVERHANG-\
CONC. FOOTING
-- --
2" CAPSTONE
3/4" DIA. GALV. W/ 1" OVERHANG
MACHINE BOLT
10" LONG
ELEVATION
MONUMENT SIGN
\ A7.1 %
SCALE: 112" = V-0"
--V
f
FLAG POLE FOOTING
CONSTRUCTION PER THE
FLAG POLE VENDORS
INSTALLATION DRAWINGS.
i g FLAG POLE
I i
�A7. /' SCALE: 1" - V-0"
PARABOLIC CURVE (MONOLITHIC
W/ PAVEMENT)
VARIES
SHORTEN AS REQ'D TO AVOID BLOCKING DRAINAGE
Ll
a
❑ ❑ ❑
3"
HEIGHT
4" WIDE WHITE
PAINTED STRIPE
REFLECTIVE MARKER NOTE: 4"
REFLECTIVE PAVEMENT MAKERS
REFLECTIVE ABS PAVEMENT MARKERS
INSTALLED AT INTERSECTION OF
BY CENTERLINE SUPPLY, INC. (800)
ANGLED LINES AND AT ALL FOUR
321-8300 COLOR: #10110 WHITE.
CORNERS.
�9SPEED REDUCER
\ /A7.1 / SCALE: 3/8" = 1'
HARDIE SIDING ON
1/2" CEMENT BOARD
P.T. 4X4
SET INTO
CMU CELL
9' _ 8„
SECTION 1
PINTLE UNIT
EYE UNIT
CORROSION RESISTANCE
TIES W/ ENDS OF WIRE
BENT 90 DEG. TO FORM A
HOOK NOT LESS THAN 2"
LONG ADJUSTABLE TIES DTL.
2" CAPSTONE 1
4" DEEP L.E.D.
SIGN CABINET.
ATTACH TO 4X4
60" DIA. SIGN
CABINET
P.T. 2X4
BLOCKING
AREA
NOTE:
PREPARE SUBGRADE PER
SOILS REPORT RECOMM.
48 BAR DIA.
LAP (MIN.) --
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V
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EIGHT
U/
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SNAL ENG/ Q
amp `,\CENS�O AFF
2032 Q
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NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN J
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION. Lu
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
WITHOUT PRIOR WRITTEN CONSENT. a.
PROJECT
O
PRIMROSE tH
v
SCHOOLS
MERIDIAN IDAHO N
ISSUE SCHEDULE z
DATE DESCRIPTION BY O
8/27121 CITY SUBMITTAL #1 ARA
12/07/21 CITY SUBMITTAL #2 ARA
01/14/22 CITY SUBMITTAL #3 ARA
O
° 4"' 2" CAPSTONE
z , - 4" DEEP L.E.D. SIGN CABINET.
REVISION SCHEDULE
DATE
DESCRIPTION
BY
ATTACH TO 4X4
112" CEMENT BOARD
HARDIE SIDING TO MATCH
BUILDING
z
P.T. 2X4 BLOCKING
P.T. 4X4 SET
PROJECT NO. 21-25440
FILE NAME 25440 CO -DETAILS
x' INTO CMU CELL
1 2" CAPSTONE ON
MORTAR BED
Z
DRAWN BY TMR
DESIGNED BY ARA
REVIEWED BY ----
_1„
_
- - CONT. THRU-WALL FLASHING WITH
b WEEP HOLES @ 24" O.C., GROUT
TITLE
CAVITY BELOW FLASHING (TYP.)
—
J
------ 8"xl6"xl6" CMU FILLED
3,1' #S TRANSVERSE BAR @ 24"° `
2'-0"W x V-0"T CONCRETE
SITE DETAILS
Lu
FOOTING W/)3)45 REBAR CONT.
2' - 2" DOWEL WITH STANDARD A.C.I.
SECTION 2 HOOK. MATCH VERT. BAR SIZE.
SHEET
C813