HomeMy WebLinkAboutDR 104 - Architectural Site Details 200 W BROAD STREET, BOISE, ID MJT CONSTRUCTION, INC I THE MERIDIAN OFFICE BUILDING I MARCH 13, 2026
34" DIA. STEEL POLES
8" CMU BLOCK PAINT
DE2240 "RIVERBED"
PAIR 5'-10"X 6-0" — CHAIN LINK
1/2" EXPANSION JOINT ,
o , - - SWING GATE, VERIFY 12'_p" FENCE
CLEARANCE FABRIC AND
6"THICK CONCRETE APPROACH SLAB WITH 6" #4 BAR VINYL SLATS
THICKENED EDGES, CLASS "B" CONCRETE #4 DOWELS @ 24" O.C. \
W/6"x 6", 1.4 x 1.4 WWF, ON COMPACTED WALL MESH < GATE POST,
SUBGRADE. APPROACH SLAB SHALL HAVE A 1'-0"
CONSTANT SLOPE WHICH MATCHES THE 12'-0" 8" TYP.
ENCLOSURE SLAB. THICKENEDAEDGE DCH ETAIL
PLACE 3-4" DIA. STEEL
POLES 60"ABOVE GRADE - TRUSS ROD
CAP OR GROUT FULL.
PAINT TO MATCH WALL 2'-0"
— 2-#4 BARS CLASS "B"
p COLOR. - CONCRETE CLASS "B" CONT. CONCRETE
DRIVE AISLE - m o � SLOPE TO
(TYP.) \ 2-#4 BARS 6"THICK
L z Ci / DRAIN / CONCRETE
is,
m g z \ (TYP.) \ CONT. SLAB W/#4
o_ m CMU WALL GROUT - O /
25' CLEAR APPROACH Zi
0 D CELLS FULL U BARS @ 16" O.C.
FINISH GRADE /
SURFACE TO MATCH m L _ .OR
DRIVEWAY fJ o (D co U b j 4
iv KEEPER IN d
ALTERNATE i i CONC. SLAB W/04 °i, i•
12'-0" / FOOTING - I°r METAL SLEEVE I
/ J } 4,� 1'-4�� 4" / \ w 1'-0" / �3^ 02
POST CONCRETE
U U — — FOOTING,
co TYP.
NOTE: 1. 1/2" EXPANSION JOINT, ASTM D-1754 PER WAG SECTION — — 4 1/2" 4 1/2"
729
TRASH ENCLOSURE - PLAN TRASH ENCLOSURE - SECTION TRASH ENCLOSURE - APPROACH SLAB TRASH ENCLOSURE - GATE
1/8" = 1'-011 3/16" = 1'-0" 31/2" = 1'-011 3/8" = 1'-0"
2" CONCRETE SOAP BLOCK,
SLOPE TO DRAIN 6'-0"
T.O. CMU
(2)#5 CONT. BOND BEAM AT
TOP
GROUT TOP COURSE SOLID —
(2)#5 CONT. BOND BEAM AT
2'-0" O.C.
#6 VERT. BAR @ 16" O.C. BIKE RACK, PER MANUFACTURER
z
1/2" FIBER EXPANSION JOINT Q
\ ui
w
6" CONCRETE SLAB WITH
CMU WALL- SEE PLANS AND �
ELEVATIONS 13 X 13 D5 X D5 W.W.F.
1 FINISH GRADE
BALL BEARING HINGE WELDED TO GATE AND POST
0-0
CJ °_' " " ° " T.O. PAVEMENT_ m
_'
-- 1/4"X 3" CLOSURE PLATE- FULL #5 DOWEL AT 24"O.C. EXTEND
rn HEIGHT OF GATE
36 BAR DIAMETERS OVER TOP CONCRETE POST FOOTING, TYP.
GATE-SEE ELEVATIONS OF FOOTING, ALTERNATE
=. I L -
p HOOKS
L• r
a a (2)#5 CONT.
EXP. JOINT a
6" CONC. FILLED STEEL PIPE, -
PAINTED `o
3" �—T'
5 TRASH ENCLOSURE - GATE POST TRASH ENCLOSURE - WALL SECTION BIKE RACK
1 1/2" = 1'-0" 61/2" = 1'-091 73/4" = 1'-0"
ARCHITECTURAL SITE DETAILS
25243 .0 DESIGN REVIEW I DR 104