Site DetailsB-C-2
-
D
-11'-4"8.5 CMU BLOCKS WIDE15'-4"
11.5 CMU BLOCKS WIDE
1'-4"12'-8"1'-4"
8x8x16 CMU BLOCKS
#5 RE-BAR AT 32" O.C. MAX VERTICAL
REINFORCING
FILL CELLS SOLID WITH GROUT
TRUSS TYPE REINFORCING @ 16" O.C. MAX BY
HOHMANN & BARNARD WWW.H-B.COM OR
EQUAL
13'-0"
6" DIA. STEEL
PIPE
CONCRETE
FILLED
BOLLARDS
6'-0"1"6'-0"21_2"6"
COLLAR HINGES
GREASE AFTER
PAINTING
METAL DECK WELDED
TO 21/2" X 2 1/2"
TUBE STEEL FRAME
DROP ROD 8'-0"6" DIA. STEEL PIPE POST
21_2"6"7'-8"4"5'-0"4'-6"4'-6"
GATE PULLPAINT METAL
GATES
DARK BRONZE
NOTE:
GATES TO REMAIN CLOSED WHEN NOT IN USE
ST-2
BROWN CAST
STONE
METAL
COPING
MEDIUM
BRONZE
15'-4"
Scale: 1/4" = 1'-0"
FRONT EXTERIOR ELEVATIONBScale: 1/4" = 1'-0"
REAR EXTERIOR ELEVATIONC Scale: 1/4" = 1'-0"
FLOOR PLAN
AScale: 1/4" = 1'-0"
SIDE EXTERIOR ELEVATIOND
ST-2
BROWN CAST
STONE
ST-2
BROWN CAST
STONE
16' - 3"
5 1/2"5 1/2"
BRICK LEDGE
WIDTH
CMU BOND BEAM
8X8X16 CMU BLOCKS
#5 RE-BAR AT 32" O.C. MAX VERTICAL
REINFORCING
FILL CELLS SOLID WITH GROUT
TRUSS TYPE REINFORCING @ 16" O.C. MAX BY
HOHMANN & BARNARD WWW.H-B.COM OR EQUAL
8'-0" TOP OF
CMU
BOND BEAM
REINFORCED CONCRETE FOOTING
(3) #5 RE-BARS @ TOP AND BOTTOM
6" THICK
REINFORCED CONCRETE SLAB
W/ #4 RE-BARS @ 16" O.C. EA. WAY
EPOXY PAINT OVER CMU AT INTERIOR
4" THICK CAST STONE CAP
ANCHORED TO CMU W/ DOWELS @
24" O.C. AND SET IN MORTAR BED
ST-2
BROWN CAST STONE
KERFED SET ON
ALUMINUM CLIPS
AIR GAP
CONCRETE
LEDGE FOR
BRICK
DRILLED CONCRETE PIER @ EACH CORNER
#3 CLOSED STIR UPS @ 24" O.C.
#5 X 5'-0" DOWELS @ 24" O.C.2' - 6"1' - 0"4"11"8' - 0"STARTER ANGLE
SECTION VIEW
PLAN VIEW
PLAN VIEW
6" THICK, 3000 PSI, CONCRETE
WITH STAMPED BRICK FINISH.
6"x 6" 10/10 WELDED WIRE
REINFORCEMENT MESH 2" FROM
BOTTOM
OF CONCRETE
NOTES :
1) PROVIDE CONTROL JOINTS SPACED EVERY 10 FEET ON CENTER.
2) PROVIDE EXPANSION JOINTS AT ALL RIGID OBJECTS.
2" x 8" BOMACRON TEXTURED, RUNNING BOND BRICK PATTERN.
USE BOMANITE, BRICK RED BC-1 CH-00040-60, COLOR HARDENER OR EQUAL
PRODUCT.
STAMPED CONCRETE
6"
2"
COMPACTED
SUBGRADE 100%
COMPACTION
DETAIL FROM CARY, NC
STAMPED CONCRETE
HERRING BONE PATTERN
Scale
Project number
Date
Drawn by
Checked by
Architect:
Revisions:
EAST STAR DESIGN
P.O. BOX 53
FORNEY, TX 75126 USA
(214) 469-7176 (972) 200-7340
www.EastStarDesign.com
Architect@EastStarDesign.com
TX Firm Reg. # BR 1785EASTRTAS
D
E S I NG
Engineer:
0REM.G
GNIRE
UG
A
T
TS XETEFO SAREGISTE R ED ARC
H
I
TECT22 1 1
Seal:
1/12/2017
11:48:48 AM
As indicated
A2
Site Details
14020.2
Point West Development Phase II
Sun Holdings
GG
-
I-635 & Beltline Coppell, TX
1/4" = 1'-0"1 Refuse Enclosure
3/4" = 1'-0"2 Refuse Enclosure Wall Section
No. Description Date
1" = 1'-0"3 Stamped ConcreteExhibit "D" 1 of 5