PL-SPA ADM APP 090816 (Revisions to Screening Wall)0-
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EXISTING RAMP AND GUARD RAIL
NEW CONC. SCREEN WALL
PTO.
50D
REF. STRUCTURAL FOR FOUNDATION
DE51GN
FIN15H GRADE
smoom ft a
SCREEI'llWALL DETAIL5 SCALE' 1/2
2 1/2x2 112"x114"
GALV. STEEL
ANGLE FRAME 5� 112
GALV. 5TEEL GALV. STEEL ff-Mbffl) PLATE
ROOF DECK
FAINTED G"xG"x 114" GALV. TUBE STEEL
GALV. HEAVY DUTY COLUMN W1 CAP, PTD.
GATE HINGES
A5 REO'D PSTER
,4GATE DE7
CO, CALE: 1'1=11-011
PULL HANDLE - reP.
PR 5' -105x8' -O" METAL GATE5
WI rREFIN15HED METAL FANEL5
OVER. GALV. STEEL FRAME
PTD.
PROVIDE GATE KEEPERS AT
EACH GATE W1 HOLES IN
5LA5 FOR BOTH OPEN AND
CLOSED POSITIONS
f" DUPROVIDE ASTER WHEELWHEEL,m&wm.PEkiTEK--AT EA. LEAf
RL N
ELEVATION
SCALE: 1/4"=1`011
3/Al.0
7 1/4"THK CONCIU--7F-
TILT-WALL PANEL PTD.
TOMATCH BLDG.
TYPICAL
35xGN 1/42 GALV. TUBE
STEEL COLUMN, PTI).
CONC. CURB
"Aft
;" CONC. FILLED - PTO.
WE BOLLARD
> 5l- I nffvA'-nb GALV.
METAL GATES - PTD.
FDC
F.H. WI(2)
CONC. FILLED PIPE
BOLLARDS PTO.
ON" SITE GENERAL NOTES
1. ALL DIMEN51ON5 ARE TO BACK OF CURB UNLESS
7.
REFER TO ELECTRICAL DRAWINGS FOR ALL CONDUIT LOCATION5
NOTED OTHERWISE.
2. CURB RADII ARE 2-U UNLE55 NOTED OTHERWISE
5.
REFER TO 5PECIFICATION5 FOR 501L PREPARATION UNDER
PAVING, CONCRETE FLATWORK, AND 5LAB5 ON GRADE.
3. PAVING FOR 51DEWALK5 TO BE 4# THK 3000 P51 CONCRETE
9,
IMPROVEMENTS IN CITY R.O.W. MUST COMPLY WITH
W1 (34XG"- WJ.4XWI.4 WIRE MESH REINFORCING
CITY STANDARD DETAILS AS REQUIRED.
4. SIDE WALK EXP. JOINTS ARE TO BE LOCATED AT A MAX. OF
10.
5UbGRADE COMPACTION UNDER FIRE LANE5, APPROACHE5
20 O.C. AND WHERE 5IDEWALK5 CHANGE DIRECTION.
AND ALL OTHER PAVEMENT SMALL BE PER SOILS REPORT -
5, PARKING LOT PAVEMENT MARKING
DG98 @ 95% STANDARD DENSITY PROCTER
SHALL BE 4" WIDE WHITE FAINTED LINES.
11.
ALL PAVING 5UDGRADE SHALL BE STABILIZED Wl HYDRALIC LIME
G. PROVIDE CONTROL JOINTS IN CONCRETE PAVING AS FOLLOWS:
PER COPPELL STANDARDS
15' MAXIMUM ANY DIRECTION
12.
ALL PAVING TO HAVE #3 BAR5 @ 18" O,C. EACH WAY
EXCEPT FIRE LANF:5 TO HAVE #4 BAR5 @ 15- O.C. EACH WAY
PAVING LEGEND
&THK 3000 P51 CONCRETE G" THK 3000 P51 CONCRETE
//i W1 #3 BAR5 @ I& O.C. EACH WAY W1 #3 15AR:5 @ 16- O.C. EACH WAY
T THK 3000 PSI CONCRETE 5" THK 3000 P51 CONCRETE
W1 #3 BARS @ I& O.C. EACH WAY
Wl #3 BARS @ 18" O.C. EACH WAY
70 THK 3000 F51 CONCRETE
W1 #4 BAR5 @ 180 O.C. EACH WAY
ALL PAVING 5U5GRADE To BE STABILIZED PER LIME SERIES PER CITY OF COPPELL 5
25X8' STAMPED
CONCRETE
SEE CIVIL
5 44" 23'44" W 21.181
mum
SCALE: V=301-011
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PAINTED
ol
a
CONCRETE TILT -WALL -
nA PANEL, P-4).
,mrl P a
Mn, y nj
u r 11 'OS i t IP L09 p
Rl
Date
IIWLJ-WVV fvit_srv_
PER50NNEL DOOR,
LOUVER, AND METAL 5TA ' IR
MD. (Z) (fYPICAQ
In
PAINT SCHEDULE
BASE PAINT COLOR - SW 6385 DOVER WHITE
ACCENT COLOR - SW 7501 THRESHOLD TAUPE
ACCENT COLOR - SW 6244 NAVAL
lb
ren
FAINTED 5AFt-IY YELLOW
TYP.
DOCK 5F-AL5
A EAST ELEVATION
EmT- SCALE: 1/16"=11-011
NORTH ELEVATION
A
SCALE: 1/16",1'-0"
CONCRETE DRIVE-IN
RAMP
ME
A
G
"A%
PANEL, PTD.
COMP051TE METAL
CANOPY
2 WEST ELEVtATION
SCALE: 1/16"-1!_011
FAR- 10
CANOPY PTD. 5TOREFRONT ...... COMPO51TE METAL
GLA55 CANOPY
SOUTH ELEVATION
SCALE- 1_/1_6l1=1s_0ll