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3 1/2" 0 STEEL PIPE
BOLLARD (6" 0 0 TRASH
ENCLOSURE) PAINTED
FREDDY'S RED" (P-3)�
CONCRETE FILL
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NOTE:
SEE PLAN & ELEVATIONS '
FOR LOCATIONS
M
d
JOINT FILLER
d
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U BOLLARD DETAIL
3/4" = 1"-0"
ENLARGED MENU BD, DIM. PLAN
MENU N DETAIL'S
DR�A3
US
PEE-ELLM°NUBOARD"REF. FORD FOUNDATION
FREDDY'S FROZEN CUSTARD
NORTH
McALLEN, TEXAS
O
CLEARANCE BAR 5/SA3
NOTES TO G.C.-
NOTE: REFERENCE MENU BOARD
�1
ORDER CANOPY 4/SA3
" REFERENCE DETAIL 1 SHEET SA2 FOR MAINSTREET MENU BOARD,
MANUFACTURERS DOCUMENTS FOR
MAINSTREET PRE -SELL BOARD & CLEARANCE BAR FOUNDATIONS.
INSTALLATION REQUIREMENTS. REFERENCE
O
DETECTOR LOOP AT DRIVE-THRU
REFERENCE DETAIL '5' SHEET SA2 FOR THOMAS ORDER CONFIRMATION
ELECTRICAL DRAWINGS FOR POWER
AND
HOARD & DRIVE THRU CANOPY FOUNDATION
COMM. SYSTEM REQUIREMENTS.
O
BOLLARD FEE 2/SAl
'. REFERENCE MAINSTREET DOCUMENTS FOR MENU BOARD,
SEE DETAILS SHT. SA2 FOR
PHE-SELL BOARD & CLEARANCE BAR INSTALLATION DETAILS
MENU BOARD, CANOPY AND
ORDER CONFIRMATION BOARD
3. REFERENCE SHEET E5 FOR ELECTRICAL CONNECTIONS TO
MAINSTREET MENU BOARD, MAINSTREET PRE -SELL BOARD, THOMAS
NOTE ALL DIMENSIONS ARE
ORDER CONFIRMATION SYSTEM, LOOP DETECTOR, DRIVE THRU CANOPY
FROM FACE OF FOUNDATION OR
AND DT TIMING SYSTEM LOOP DETECTOR.
FACE OF CURB COORDINATE
ACTUAL LOCATIONS WITH NEW
CURBS
PROVIDE 5" X 5' SMOOTH
LEVEL LANDING AT REQUIRED h
EXITS TO MEET ADA ,y\
REQUIREMENTS CO A
j 4'-0" 1� 5"-0" MIN, 1 4"-0" 1
O GRADES AT DOORS
3 NO SCALE
ADA SIDEWALK AND RAMP NOTES
1. THE CROSS SLOPE OF A SIDEWALK SHALL BE 2% (1/4" /
PER 12") MAX. AND 1% (1/8" / PER 12") MIN. THE SLOPE
CAN BE TOWARD THE PAVEMENT OR AWAY FROM THE
PAVEMENT AS LONG AS POSITIVE DRAINAGE IS MAINTAINED.
2. CURB RAMPS SHALL HAVE A MIN. WIDTH OF 48 INCHES.
THE CURB RAMPS SHALL HAVE A MAXIMUM LONGITUDINAL
SLOPE OF (1" / PER 12")
3. A LANDING THE WIDTH (W) OF THE CURB RAMP AND FIVE
FEET IN LENGTH SHALL BE CONSTRUCTED AT THE TOP OF
CURB RAMPS. THE SLOPE OF THE LANDING SHALL NOT
EXCEED 2% IN ANY DIRECTION.
4. CARE SHALL BE TAKEN TO ENSURE A UNIFORM GRADE ON
RAMPS, FREE OF SAGS AND SHORT GRADE CHANGES.
5. THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED
THROUGH THE AREAS OF RAMPS.
6. SIDEWALKS THAT ARE PART OF A ADA ACCESSIBLE ROUTE
AND ALL CURB AND ADA RAMPS SHALL BE CONSTRUCTED
TO MEET ALL ADA REQUIREMENTS AND TOLERANCES.
7. SIDEWALKS ABUTTING ASPHALT SHALL HAVE A THICKENED
EDGE.
8. PROVIDE CONTROL JOINTS AT INTERVALS EQUAL TO
CONCRETE SIDEWALK WIDTH, BUT IN NO CASE GREATER
THAN 10'-0".
9, CONTROL JOINTS MAY BE MADE WITH A GROOVING TOOL
^ CONCRETE SAW
RELEASED FOR CONSTRUCTION CURED,
AND 1/4" WIDE.
Subject to compliance With all regulations MUM OF 32"-0"
of State and local Codes USES OR CONCRETE.
City of Camel
dVn\�3lanDlhDA�
DATE: \\ 04/03/19
8' CMV W/ 85 VESTS 0
24'o.c.(MAY) IN SOLID
GROUTED GORES W/
MATCHING DOWELS INTO
FTG. S5 VERT 0 EA. END —
9,_0"
SCH. 40 PIPE LOOP POWDER COATED TO
MATCH (BLACK) ANCHOR BOLT TO
CONCRETE SIDEWALKS
® BIKE RACK
3/4" - 1'-0'
E*CMECORE3
PEU
2-0'x 2'coxc. FTcINDIANA LIMESTONESTATE VENEER BNHM
ONu v8v16 3 CEL0 VA. N1D-
3'-3 3/4- a'
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TWK WELD jL'3- S6. OPfN
NOT
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THROW
PRE-SELI IENV BD.
K'
TS 31Sr1vq x-
ANCHOR BOLT DETAIL POLE TOP PLATE DamL
R' ARM P-1554 R. A }3^ ,ESN A 35 STEEL
N Yx3.4l
JUNCTION BOX TS 3', 3" ASTM A-5
INDIANA LIMESTONE — M5x 36' LB EOVALLY
a ESTATE VENEER 'B _ ACED ON 18' CIRCLE W/(Q
j. ON 8v8X15 J CELL —
CAL I CUTERTIES ON 18" CUTER
11•
VESTS ®12"o.c (MA%)
ALTERNATE SIDES—� �g.� .3�
n3PEre coDE .
OR
1 LR NOV
O
2•-G- 3 3/9"
��F 15 4 G, urns OR �•
As - ss4 s,. ss ANCHOR 60.R
1. 30MCONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH BASE PLATE DETAIL
OF 30IN PSI AT 28 DAYS. bb
2. REINFORCING TING SMALL BE ASTIR A-615 GR. 50 ,i' ASTM A-M STEEL
3. cnlsson FOOTING DESIGNED ORS ESPO A soa CONDITION HAVE DOES
BH07ASE
EXIT,IT 5 THE ERECTOR'S TEES UT CONDITIONS
TO HAS q NEW
BAS ED STRUCTURAL EO FOR TIE E S NO SOIL CONOITONS BY A
LICENSEDRBENGINEER,
ANCHOR BODE SHALL BE ASLM P-1554 GR, 55 STEEL
s. WIND
cooe. NC 2012
6. WAD: 115 MPH, POP 'C
/. 5011 15G0 PAT (PARING)
PRE -SELL MENU BOARD DETAILS
IXX,`"/ SCALE NO SCALE
(3) X5 OAR. TOP ER ETA,
.r
'N
CE OF FLAG POLE &
GONG. BASE
FLAG POLE BASE
SEALANT AROUND
V-03' 3"-O" V-07' COLLAR
SPUN ALUMINUM
FLASH COLLAR
CONT. 1" CHAMFER
FINISHED
GRADE
CONCORD INDUSTRIES FLAG POLE SPECIFICATIONS
EXPOSED
SHAFT
MAXIMUM
MAXIMUM
RECOMMENDED
FLAGGED
CONCORD
HEIGHT
DIAMETER
WALL
UNFLAGGED
FLAG SIZE
WINDSPEED
CONTINENTAL
(feet)
(inch)
THICKNESS
WINDSPEED
(feet)
(mph)
CATALOG PAR
(inch)
(mph)
NUMBER
35'-0"
3
.125
110
SX12
85
C35070156
n j 1❑ROUTE CIRCUIT
IPANEL
INDICATED I FPHOTCELL. LOCATE PHOTOCELLLON ROOF OFBUI BUILDING 2FACING NORTH.
a d
I d
d
I
4 FLAG LIGHT POLE
a WATERPROOF 1 j
—COMPOUND
d a d 4 — AT TOP 2"
d iF SLEE E % L
a SPUN ALUMINUM of
a TREATED CUT
WOOD WEDGES FLASH COLLAR "' 2A
I
� j 4 -GALVANIZED -
-CORRUGATED
d j STEEL SLEEVE n
- CONCRETE
j d FOOTING
FLAG a a j a-15X15X1/2 STEEL BASE POLE
j PLATE WELDED FLAG POLE
d a j TO SLEEVE LIGHT /p
d a - LANDSCAPE J
LIGHT FIXTURES:
a CONCRETE KICHLER - 120V LED 29W 10 DEG. S 42K AZT MODEL NO.
FOOTING 16204AZT42 (TEXTURED ARCHITECTURAL BRONZE)
d LIGHT FIXTURES STAKE:
6X6X1/2 STEEL KICHLER - ACCESSORY STAKE 120V - MODEL NO. 15276BK
PLATE WELDED (BLACK (PAINTED)
IF TO SPIKE
3/4" DNA. STEEL 2) FLAG POLE PLAN VIEW
GROUND SPIKE 3/8" = 1"-0'
6" 4'-0" 6" �4m miff
so
® FLAG POLE BASE DETAIL
NOTE -
DRIVE-THRU CLEARANCE BAR CAN NOT BE INSTALLED ON A
6" CURB AND MUST BE FLUSH WITH PAVEMENT
ELEC. CONDUIT a.aX16- 3 r-G^ X e_X
PER CODE GORE CMV GDNG FTC.
INDIANA LIMESTONE A
ESTATE VENEER 'BUFF
ON 8x6X16 3 CELL
CPU
fps VERT ®EA -m
6•-4 3/4•
7
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INDIANA LIME
ESTATE VENEERER
ON BvBxtfi 3 C
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—
CMV
A
L
TS 5'x5"x 3/16
ASHY A-50G ON 8
a' CMU W/ A5 ARTS 0
T
24^o.c.Pns)IN SCUD
GRWIED CORES W/
MATCHING DOWELS INTO
1'-101A'
ETC. 13 VERT 0 EA. END
GRADE
V�
� �A
N4 VERA ® 12-aa(MAX)
" ALTERNATE SIDES
••
I
(3) IS CONT. TOP , She
x
fi -4 3/43-
ELEVATION VIEWI�
I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE THE GTH
OF STORY PS AT 28 DAYS.
2 REINFORCING STEEL SHALL BE A ER A-615 GO _ 60
3, CAISSON FWTNG DESIGNED USING A SOL CONDITION DOES
NOT EXIT. IT IS WE ERECTOR'S RESPONSIBILITY TO HAVE A NEW
BASE DESIGNED FOR THE EXISTING SOIL CONDITIONS BY A
LICENSED STRUCTURAL ENGINEER.
sANCHOR BOLTS SHALL BE ASTM P-1554 OR, 55 STEEL
. BUILDING CODE ISO 2012
6. WED. 115 MPH. EXP 'C'
7. $OIL 1500 PST (BARING)
MENU BOARD DETAILS
f SCALE: NO SCALE
NETXRIM 41
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PH. 316-267-7142
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DISCLOSED HEREIN ARE THE
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SHALL NOT BE COPIED OR
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IN PART WITHOUT ITS PRIOR
WRITTEN CONSENT.
DAN WINTER, ARCHITECT
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DRIVE -UP CANOPY DRAWINGS
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ARCHITECTURAL
SITE PLAN
DATE
11/7/2018
11i
SHEET NO.
SA2