10' SIDE YARD SETBACK - jehefnerco.comjehefnerco.com/wp-content/uploads/2017/03/C2.2-C2.6.pdf ·...
5
PROPOSED 4597 BUILDING FF=943.25 TRASH ENCLOSURE (REF ARCH) T W W W W W W W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" CO SAN 6" SAN 6" SAN 6" SAN 6" CO WV CO CO CO CO CO D ST 15" K B C 1.75' G R1.5' R20' R3' R50' R20' R1.5' E 13' 12' 10.5' 18' B D 1.33' H A DRIVE-THRU LENGTH=97'± DIMENSION TO FACE OF CURB F A J J 1.75' 12"-18" 5' 10' I 14' A 11' 42' R30.5' R20' R31' 6' 41.83' 15' R60.5' L L ST 15" D TELE TELE U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G G G G G G G G G G G U/E U/E U/E 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 20' REAR YARD SETBACK SAN SAN O F/O F/O F/O F/O F/O F/O F/O F/O GENERAL NOTES: 1. SIGNAGE & DRIVE-THRU ELEMENTS: COD, DRIVE-THRU PYLON/CLEARANCE POLE, BOLLARD SIGN, AND FREESTANDING MERCHANDIZER SHALL BE CONSISTENT WITH THE 2013 STANDARD BUILDING DESIGN DRIVE-THRU ELEMENTS. OTHER DESIGNS MAY NOT BE USED. 2. GENERAL CONTRACTOR SHALL COORDINATE WITH CIVIL PLANS, MCDONALD'S PROJECT MANAGER, AND SIGNAGE SUPPLIER TO DETERMINE THE EXACT LOCATION, ORIENTATION, MOUNTING HEIGHTS, AND NUMBER OF SIGNS AND OTHER DRIVE-THRU ELEMENTS TO BE INSTALLED AT THIS SITE. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 3. CONTACT MCDONALD'S PROJECT MANAGER FOR SIGNAGE & DRIVE-THRU ELEMENT FOOTING AND WIRING REQUIREMENTS. SIGNAGE MANUFACTURER TO PROVIDE FOOTING ANCHORS & TEMPLATES TO G.C. PRIOR TO FOUNDATION POURING. 4. SEE SHEET C2.5 AND ELECTRICAL SHEETS FOR DRIVE-THRU WIRING INFORMATION. 5. GENERAL CONTRACTOR TO COORDINATE THE RESPONSIBILITES OF THE ELECTRICAL CONTRACTOR AND THE SIGN SUPPLIER. 6. GENERAL CONTRACTOR TO INSTALL PRE-FORMED, PRE-WIRED VEHICLE DETECTOR LOOP. 7. GENERAL CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP DETECTOR SUPPLIER. GRAPHIC SCALE 0 10 5 10 20 DATE SITE ADDRESS SHEET NO. DESCRIPTION SITE ID McDonald's USA, LLC DRAWN BY DATE ISSUED STD ISSUE DATE REVIEWED BY PREPARED FOR: PREPARED BY: REV DESCRIPTION BY 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 TITLE: BE# MCDONALD'S - INDIANOLA, IA SITE PLAN 140075 1207 N JEFFERSON WAY, INDIANOLA, IA 50125 160000 JMR 3/15/17 JEJ 3/15/17 2017 McDonald's USA, LLC 1 2/27/17 1ST CITY SUBMITTAL JMR 2 3/15/17 BUILDING PERMIT SET JMR COD LAYOUT PLAN C2.2 COD LAYOUT NOTES: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE ON PLAN. 2. FIELD VERIFY AND CONFIRM EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. NOTIFY MCDONALD'S PROJECT MANAGER OF ANY DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION. 3. SEE SHEET C2.1 FOR ALL SITE DIMENSIONS. 4. SEE SHEET C2.6 FOR STRIPING. COD CONSTRUCTION NOTES: NEW CONCRETE CURB AND GUTTER SEE SHEET C2.1. MATCH AND BLEND NEW CURB AND GUTTER INTO EXISTING WHERE OCCURS. INSTALL NEW MENU BOARD. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FOR SCHEMATIC DETAIL AND SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS. PRIMARY LANE HIGH IMPACT COD AND CANOPY. LOCATE 97'± FROM ℄ OF COD TO ℄ OF CASH WINDOW MEASURED ALONG ℄ OF TRAVEL PATH. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS. SECONDARY LANE INTEGRATED HIGH IMPACT COD, CANOPY AND MENUBOARD. LOCATE 14'-0" FROM NOSE OF CONCRETE ISLAND. SEE SHEET C2.3 FOR FOUNDATION DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS. INSTALL PRIMARY LANE DETECTOR LOOP. SEE SHEET DT1.0 FOR DETAILS. INSTALL SECONDARY LANE DETECTOR LOOP 2'-0" FORWARD OF ℄ OF COD. FLIP LOOP FORWARD. SEE SHEET DT1.0 FOR DETAILS. DOUBLE ARM GATEWAY SIGN. CENTER OF THE FOOTING OF THE GATEWAY SIGN SHALL BE 12" TO 18" FROM THE BACK OF CURB. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS. LANDSCAPED AREA. ANY LANE ANY TIME SIGN. ATTACH SIGN TO GATEWAY 6' FROM BOTTOM OF POST. SEE SHEET C2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS. INSTALL DETECTOR LOOPS AT CASH AND PRESENT WINDOWS, SEE SHEET DT1.0. INSTALL BOLLARD AT THE CORNER OF THE BUILDING ON THE DRIVE THRU SIDE. BOLLARD SHALL BE FLUSH AGAINST THE BUILDING AND THE FACE OF THE BOLLARD SHALL BE TIGHT AGAINST THE BACK OF CURB. SEE DETAIL 4 SHEET C2.5. INSTALL PULL FORWARD SIGN AND BOLLARD. SEE DETAIL 3 SHEET C2.5. A B C D E F G H I J K M:\LAND PROJECTS 2016\160000 INDIANOLA\DWG\C2 LAYOUT.DWG 3/15/2017 4:11:33 PM L
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Transcript of 10' SIDE YARD SETBACK - jehefnerco.comjehefnerco.com/wp-content/uploads/2017/03/C2.2-C2.6.pdf ·...
PROPOSED 4597 BUILDINGFF=943.25
TRASHENCLOSURE(REF ARCH)
T
W
W
W
W
W
W
W6" W6" W6" W6" W6" W6" W6" W6" W6" W6"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
ST 15"
COSAN 6"
SAN 6"
SAN 6"
SAN 6"
CO
WV
CO
CO
CO
CO
CO
D ST 15"
K
B
C1.75'
G
R1.5'
R20'
R3'
R50'
R20'
R1.5'
E
13'
12'
10.5'
18'B
D1.33'
H
ADRIVE-THRU
LENGTH=97'±
DIMENSION TOFACE OF CURB
F
A
J J
1.75'
12"-18"5' 10
'
I
14'
A
11'
42'
R30.5'
R20'
R31'
6'
41.83
'
15'
R60.5'
L
L
ST15
"
D
U/E
TELE
TELE
U/EU/E
U/EU/E
U/EU/E
U/EU/E
U/E
U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E
GG
GG
GG
G G G G G
U/E
U/E
U/E
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK10' SIDE YARD SETBACK
20'
REAR
YAR
D S
ETBA
CK
SAN SAN
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
GENERAL NOTES:1. SIGNAGE & DRIVE-THRU ELEMENTS:
COD, DRIVE-THRU PYLON/CLEARANCE POLE, BOLLARD SIGN, AND FREESTANDINGMERCHANDIZER SHALL BE CONSISTENT WITH THE 2013 STANDARD BUILDING DESIGNDRIVE-THRU ELEMENTS. OTHER DESIGNS MAY NOT BE USED.
2. GENERAL CONTRACTOR SHALL COORDINATE WITH CIVIL PLANS, MCDONALD'S PROJECTMANAGER, AND SIGNAGE SUPPLIER TO DETERMINE THE EXACT LOCATION, ORIENTATION,MOUNTING HEIGHTS, AND NUMBER OF SIGNS AND OTHER DRIVE-THRU ELEMENTS TO BEINSTALLED AT THIS SITE. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES.
3. CONTACT MCDONALD'S PROJECT MANAGER FOR SIGNAGE & DRIVE-THRU ELEMENTFOOTING AND WIRING REQUIREMENTS. SIGNAGE MANUFACTURER TO PROVIDE FOOTINGANCHORS & TEMPLATES TO G.C. PRIOR TO FOUNDATION POURING.
4. SEE SHEET C2.5 AND ELECTRICAL SHEETS FOR DRIVE-THRU WIRING INFORMATION.5. GENERAL CONTRACTOR TO COORDINATE THE RESPONSIBILITES OF THE ELECTRICAL
CONTRACTOR AND THE SIGN SUPPLIER.6. GENERAL CONTRACTOR TO INSTALL PRE-FORMED, PRE-WIRED VEHICLE DETECTOR
LOOP.7. GENERAL CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP
DETECTOR SUPPLIER.
GRAPHIC SCALE
010 5 10 20
DAT
E
SITE
AD
DRE
SS
SHEE
T N
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DES
CRI
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N
SITE
ID
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REV
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BY
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TITLE
:
BE#
MC
DO
NA
LD
'S
- IN
DIA
NO
LA
, IA
SIT
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LA
N
1400
7512
07 N
JEF
FERS
ON
WA
Y, IN
DIA
NO
LA, I
A 5
0125
160000
JMR
3/15
/17
JEJ
3/15
/17
20
17
Mc
Do
na
ld's U
SA
, LL
C
12/
27/1
71S
T C
ITY
SUBM
ITTA
LJM
R
23/
15/1
7BU
ILD
ING
PER
MIT
SET
JMR
CO
D LA
YO
UT
P
LA
N
C2.2
COD LAYOUT NOTES:1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE ON PLAN.2. FIELD VERIFY AND CONFIRM EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCING CONSTRUCTION. NOTIFY MCDONALD'S PROJECT MANAGER OF ANYDISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION.
3. SEE SHEET C2.1 FOR ALL SITE DIMENSIONS.4. SEE SHEET C2.6 FOR STRIPING.
COD CONSTRUCTION NOTES:NEW CONCRETE CURB AND GUTTER SEE SHEET C2.1. MATCH AND BLEND NEW CURB ANDGUTTER INTO EXISTING WHERE OCCURS.
INSTALL NEW MENU BOARD. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FORSCHEMATIC DETAIL AND SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
PRIMARY LANE HIGH IMPACT COD AND CANOPY. LOCATE 97'± FROM ℄ OF COD TO ℄ OF CASHWINDOW MEASURED ALONG ℄ OF TRAVEL PATH. SEE SHEET C2.3 FOR FOUNDATION DETAIL,SHEET C2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
SECONDARY LANE INTEGRATED HIGH IMPACT COD, CANOPY AND MENUBOARD. LOCATE 14'-0"FROM NOSE OF CONCRETE ISLAND. SEE SHEET C2.3 FOR FOUNDATION DETAIL ANDMANUFACTURER FOR INSTALLATION INSTRUCTIONS.
INSTALL PRIMARY LANE DETECTOR LOOP. SEE SHEET DT1.0 FOR DETAILS.
INSTALL SECONDARY LANE DETECTOR LOOP 2'-0" FORWARD OF ℄ OF COD. FLIP LOOPFORWARD. SEE SHEET DT1.0 FOR DETAILS.
DOUBLE ARM GATEWAY SIGN. CENTER OF THE FOOTING OF THE GATEWAY SIGN SHALL BE 12"TO 18" FROM THE BACK OF CURB. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FORSCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
LANDSCAPED AREA.
ANY LANE ANY TIME SIGN. ATTACH SIGN TO GATEWAY 6' FROM BOTTOM OF POST. SEE SHEETC2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
INSTALL DETECTOR LOOPS AT CASH AND PRESENT WINDOWS, SEE SHEET DT1.0.
INSTALL BOLLARD AT THE CORNER OF THE BUILDING ON THE DRIVE THRU SIDE. BOLLARDSHALL BE FLUSH AGAINST THE BUILDING AND THE FACE OF THE BOLLARD SHALL BE TIGHTAGAINST THE BACK OF CURB. SEE DETAIL 4 SHEET C2.5.
INSTALL PULL FORWARD SIGN AND BOLLARD. SEE DETAIL 3 SHEET C2.5.
A
B
C
D
E
F
G
H
I
J
K
M:\LA
ND P
ROJE
CTS
2016
\1600
00 IN
DIAN
OLA\
DWG\
C2 LA
YOUT
.DW
G3/1
5/201
7 4:11
:33 P
M
L
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THANK
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YOU
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DRIVE
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THRU
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DRIVE
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THRU
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
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DAT
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SITE
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DRE
SS
SHEE
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SITE
ID
McD
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REV
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35
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1
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5
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L
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1959
TITLE
:
BE#
MC
DO
NA
LD
'S
- IN
DIA
NO
LA
, IA
SIT
E P
LA
N
1400
7512
07 N
JEF
FERS
ON
WA
Y, IN
DIA
NO
LA, I
A 5
0125
160000
JMR
3/15
/17
JEJ
3/15
/17
20
17
Mc
Do
na
ld's U
SA
, LL
C
12/
27/1
71S
T C
ITY
SUBM
ITTA
LJM
R
23/
15/1
7BU
ILD
ING
PER
MIT
SET
JMR
DR
IV
E-T
HR
U D
ET
AILS
C2.3
M:\LA
ND P
ROJE
CTS
2016
\1600
00 IN
DIAN
OLA\
DWG\
C2 LA
YOUT
.DW
G3/1
5/201
7 4:11
:34 P
M
AutoCAD SHX Text
These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
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36"
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36"
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36"
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36"
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DOUBLE GATEWAY DETAILS 100 MPH
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SLOPE TOP TO SHED WATER
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GENERAL NOTES
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FINISHED
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(12) 5'-4" #6 VERTICALS
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#3 TIES @ 12" O.C. W/ (3)
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#3 TIES @ TOP 5" SUPPLIED
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LANDSCAPED GRADE
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AXIAL LOAD -- 960 LBS
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SHEAR FORCE -- 700 LBS
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OVERTURNING MOMENT -- 5500 LB-FT
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MAXIMUMS AT POLE BASE
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NOTE: -DESIGN CODES IBC 2009 ASCE 7-05 ACI 318-08 AISC 13TH EDITION AWS D1.1 WIND SPEED -- 100 MPH, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES AXIAL LOAD -- 960 LBS SHEAR FORCE -- 700 LBS OVERTURNING MOMENT -- 5500 LB-FT -USE 3000 PSI CONCRETE COMPRESSIVE STRENGTH (f'c) -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH x2. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -3" MIN. CONCRETE COVER FOR REINFORCEMENT -ALL REINFORCING STEEL BY GENERAL CONTRACTOR
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -HOT DIPPED GALVANIZED BOLTS -F1554 GRADE 36 ANCHOR BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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SLOPE TOP TO SHED WATER
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SLOPE TOP TO SHED WATER
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SLOTTED HOLE
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NTS
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NTS
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NTS
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ELECTRICAL CONDUITS FED
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THROUGH HOLE IN BASE PLATE
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3/4" DIA.
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GALVANIZED ANCHOR BOLT
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GRADE 55 HOT DIPPED
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HEAVY HEX LEVELING NUT
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(GALVANIZED)
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GALVANIZED WASHERS
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2"x2"x1/4" PLATE
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(GALVANIZED)
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(SUPPLIED BY MFR.)
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HEAVY HEX NUT
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(GALVANIZED)
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1/2 HEIGHT LOCK NUT
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-THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2009 -ASCE 7-05 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED 100 MPH, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 960 LBS -SHEAR - 700 LBS -MOMENT - 5500 LB-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi) ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: GRADE 60 - BY GENERAL CONTRACTOR GRADE 60 - BY GENERAL CONTRACTOR -NUTS: A563DH OR A194-2H A563DH OR A194-2H -WASHERS: A36 A36 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER
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SUPPLIED BY GENERAL
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CONTRACTOR
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BY GENERAL CONTRACTOR
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ACCRUENT UPLOAD DATE: 11/1/2012
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ANCHOR BOLT PATTERN
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CONNECTION DETAILS
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1
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C2.3
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B
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A
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3/4" %%C
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FP43-OPO MENUBOARD FOUNDATION-90 MPH
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HOT DIPPED GALVANIZED
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ANCHOR RODS
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SLOPE TOP TO SHED WATER
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ANCHOR BOLT PATTERN
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CONNECTION DETAILS
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2"x2"x1/4" PLATE
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HEAVY HEX LEVELING
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HEAVY 3/4" HEX TOP NUT
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ELECTRICAL CONDUITS FED THROUGH HOLE
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IN BASE PLATE
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NUT (GALVANIZED)
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(GALVANIZED), 2 PLS
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NTS
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NTS
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NTS
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(4) 3/4" DIA ANCHOR
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RODS
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NO. 3 TIES, 10" C/C
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(3 IN TOP 5 INCHES)
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UNDISTURBED
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SOIL
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2"x2"x1/4"
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STEEL PLATE
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3/4"
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3/4" NUTS
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HDG
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(2 PLS)
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2"x2"x1/4"
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LEVELING PLATE
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3/4" NUT
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HDG
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FINISHED GRADE
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8.00"
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(4) 7'-4" #5 BARS
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(EQ. SPACED) SUPPLIED
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CONCRETE FOUNDATION
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GENERAL NOTES
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HEADED ROD
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2"x2"x1/4" PLATES
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2"x2"x1/4"
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PLATE
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(GALVANIZED) 2 PLS
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NOTES: -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2) -ALL REINFORCING STEEL BY GENERAL CONTRACTOR
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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SUPPLIED BY GENERAL
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CONTRACTOR
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BY GENERAL CONTRACTOR
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ACCRUENT UPLOAD DATE: 11/2/2012
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3
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C2.3
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B
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A
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1" %%C, GRADE 36,
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3'-0"
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3'-0"
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ORDER HERE CANOPY 100 MPH
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SLOPE TOP TO SHED WATER
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3" PIER
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3" PIER
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TOP OF CURB
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(12) #6 VERTICAL REBARS
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AXIAL LOAD-2600 LBS
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SHEAR FORCE-2900 LBS
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OVERTURNING MOMENT-14,500 LB-FT
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MAXIMUMS AT POLE BASE
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HOT DIPPED GALVANIZED
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ANCHOR BOLTS
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NOTE: -DESIGN CODES IBC 2009 ASCE 7-05 ACI 318-08 AISC 13th EDITION AWS D1.1 -WIND SPEED-100 MPH (MPH 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES (#, #') -AXIAL-2600 LBS -SHEAR-2900 LBS -OVERTURNING MOMENT-14,500 LB-FT -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c). -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2) -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -FOUNDATION IS DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS -ALL REINFORCING STEEL BY GENERAL CONTRACTOR.
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -USE F1554 GRADE 36 BOLTS MINIMUM -USE HOT DIPPED GALVANIZED BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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SLOPE TOP TO SHED WATER
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SLOPE TOP TO SHED WATER
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ANCHOR BOLT PATTERN
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CONNECTION DETAILS
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2"x2"x1/4" PLATE
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1" HEAVY HEX LEVELING
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1" HEAVY HEX TOP NUT
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1" LOCK NUT
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ELECTRICAL CONDUITS FED THROUGH HOLE
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IN BASE PLATE
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NUT (GALVANIZED)
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MANUFACTURER
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(GALVANIZED)
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(GALVANIZED)
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ELEVATION
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NTS
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NTS
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NTS
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PLATE WASHERS PER
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-THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2009 -ASCE 7-05 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED 100 MPH, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 2600 LBS -SHEAR - 2900 LBS -MOMENT - 14,500 LB-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi) ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: GRADE 60 - BY GENERAL CONTRACTOR GRADE 60 - BY GENERAL CONTRACTOR -NUTS: A563DH OR A194-2H A563DH OR A194-2H -WASHERS: A36 A36 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -FOUNDATIONS ARE DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER
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GENERAL NOTES
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W/ #3 TIES @ 12" OC
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(3) #3 @ TOP 5" 9'-0"
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LAST REVISED: 3/15/2017
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2
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C2.3
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A
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B
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5" HOLE IN BASE PLATE FOR:
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1-1/2" DIA CONDUIT FOR DATA & ETHERNET
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1-1/2" DIA CONDUIT FOR LOOP DETECTOR
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1/2" DIA CONDUIT FOR 120V PRIMARY WIRES
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(4) 1" DIA X 48"
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GALVANIZED
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ANCHOR BOLTS
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C2.4
(8) # 5 VERTICAL
REINFORCING BAR
3'-0
"
10
'-0
"
2'-0"
9'-0
"
2'-0"
5'-0"
POLE BASE - PLAN VIEW
NOT TO SCALE
ANHCOR BOLT DETAIL
NOT TO SCALE
#4 CIRCULAR TIE
(2) 1" PVC CONDUIT
CHASES
2" x 2" x
3
8
" PLATE WASHER
WITH 1
1
16
"Ø HOLE TO BE
EMBEDDED IN FOUNDATION
LEVELING NUT
PLATE WASHER (PER LIGHT
POLE MANUFACTURER)
STRUCTURAL NUT
LOCK NUT
BOTTOM NUT FOR 1" Ø
ANCHOR BOLT
1" Ø ANCHOR BOLT
42"
GENERAL NOTES:
1. CONCRETE COMPRESSIVE STRENGTH (f'c) SHALL BE A MINIMUM OF 3000psi
2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALVANIZED PER ASTM F2329
3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60
4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE DH, HOT DIP GALVANIZED PER ASTM A153
5. PLATE SHALL BE ASTM A572 GRADE 50, HOT DIP GALVANIZED PER ASTM A153
6. LOCK NUT SHALL BE HOT DIP GALVANIZED PER ASTM A153
2'-0"
(4) 1" Ø ANCHOR BOLT
INSTALLED ON A 10
1
2
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BOLT CIRCLE
#4 C
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#4 CIRCULAR TIES
(4) 1" Ø ANCHOR BOLT
(2) 1" Ø PVC CONDUIT
AA
DESIGN CRITERIA:
AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,
LUMINAIRES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009
FOUNDATION DESIGN PARAMETERS:
1. MAXIMUM LIGHT POLE BASE REACTIONS:
· BASE MOMENT = 16,845 lbs-ft
· BASE SHEAR = 978 lbs
2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120MPH
3. MINIMUM REQUIRED SOIL PARAMETERS:
· COHESIVE SOILS:
- SHEAR STRENGTH = 750 lbs/ft²
- 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
· COHESIONLESS SOILS:
- ANGLE OF INTERNAL FRICTION = 27 DEGREES
- WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION
- 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
4. THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD TO CONFIRM THAT
THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN IS USED. IF
THE MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED.
5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WIND
SPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM
DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF
THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED.
6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8ft
FROM A RETAINING WALL.
7. THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE GROUND SLOPE
EXCEEDS 4 inches per foot.
3" CLR TYP.
3" CLR TYP.
3" CLR TYP.
LOCK NUT
4"
2"
3"
SEE LIGHT POLE BASE ON
TOP OF FOUNDATION DETAIL
CIRCULAR TIE DETAIL
NOT TO SCALE
1'-6"
# 4 CIRCULAR TIE
WITH A 21" (MIN)
LAP SPLICE
MIN
IM
UM
34
" M
IN
IM
UM
EM
BE
DM
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SLOPE TOP OF
FOUNDATION
1
4
" PER FOOT
TO SHED WATER
6"
1
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"
1" M
IN
.
2" M
AX
.
1
1 2
"
1
1
2
"
CLR
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1 2
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3" CLR TYP.
LEVELING NUT
PLATE WASHER (PER LIGHT POLE MANUFACTURER)
STRUCTURAL NUT
LOCK NUT
LIGHT POLE BASE PLATE
PLATE WASHER (PER LIGHT POLE MANUFACTURER)
LIGHT POLE BASE ON TOP OF FOUNDATION
NOT TO SCALE
VIEW A-A
NOT TO SCALE
ACCRUENT UPLOAD DATE: 11/2/2012
2'-0"
2'-0"1'-0"
M:\LA
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
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R
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c
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1/2" %%C, GRADE 36,
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24"
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24"
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DIRECTIONAL SIGN W/ ARCH 100 MPH
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SLOPE TOP TO SHED WATER
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3" PIER
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3" PIER
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GEN. NOTES
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FINISHED
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(6) 3'-4" #6 VERTICALS
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#3 TIES @ 12" O.C.
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(3 #3 TOP 5") SUPPLIED
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LANDSCAPED GRADE
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AXIAL LOAD -180#
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SHEAR FORCE - 270#
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OVERTURNING MOMENT - 1010#'
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MAXIMUMS AT POLE BASE
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HOT DIPPED GALVANIZED
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ANCHOR BOLTS
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NOTE: -DESIGN CODES IBC 2009 ASCE 7-05 ACI 318-08 AISC 13th EDITION AWS D1.1 -WIND SPEED (100 MPH 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 180# -SHEAR - 270# -MOMENT - 1010#' -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c). -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2) -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -ALL REINFORCING STEEL BY GENERAL CONTRACTOR.
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -INSTALL DIRECTIONAL SIGN FOOTING 3' FROM THE BACK OF CURB TO THE CENTER OF FOOTING UNLESS NOTED OTHERWISE ON PLAN.
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -USE F1554 GRADE 36 BOLTS MINIMUM -USE HOT DIPPED GALVANIZED BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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SLOPE TOP TO SHED WATER
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SLOPE TOP TO SHED WATER
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ANCHOR BOLT PATTERN
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CONNECTION DETAILS
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HEAVY HEX LEVELING
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GALVANIZED WASHERS
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HEAVY HEX TOP NUT
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1/2 HEIGHT LOCK NUT
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ELECTRICAL CONDUITS FED THROUGH HOLE
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IN BASE PLATE
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NUT (GALVANIZED)
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SUPPLIED BY
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MANUFACTURER
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(GALVANIZED)
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NTS
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NTS
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NTS
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-THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2009 -ASCE 7-05 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED (100 MPH 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 180# -SHEAR - 270# -MOMENT - 1010#' -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi) ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: GRADE 60 - BY GENERAL CONTRACTOR GRADE 60 - BY GENERAL CONTRACTOR -NUTS: A563DH OR A194-2H A563DH OR A194-2H -WASHERS: ASTM F-436 ASTM F-436 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER
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2"x2"x1/4" PLATE
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SUPPLIED BY GENERAL
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CONTRACTOR
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BY GENERAL CONTRACTOR
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ACCRUENT UPLOAD DATE: 11/2/2012
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1
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C2.4
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B
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A
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1/2"%%C, GRADE 36,
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24"
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24"
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DIRECTIONAL SIGN W/O ARCH 100 MPH
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SLOPE TOP TO SHED WATER
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3" PIER
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3" PIER
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GEN. NOTES
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FINISHED
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(6) 3'-4" #6 VERTICALS
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#3 TIES @ 12" O.C.
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(3 #3 TOP 5") SUPPLIED
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LANDSCAPED GRADE
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AXIAL LOAD - 130#
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SHEAR FORCE - 215#
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OVERTURNING MOMENT - 600#'
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MAXIMUMS AT POLE BASE
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HOT DIPPED GALVANIZED
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ANCHOR BOLTS
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NOTE: -DESIGN CODES IBC 2009 ASCE 7-05 ACI 318-08 AISC 13th EDITION AWS D1.1 -WIND SPEED (100 MPH 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 130# -SHEAR - 215# -MOMENT - 600#' -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c). -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2) -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -ALL REINFORCING STEEL BY GENERAL CONTRACTOR.
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -INSTALL DIRECTIONAL SIGN FOOTING 3' FROM THE BACK OF CURB TO THE CENTER OF FOOTING UNLESS NOTED OTHERWISE ON PLAN.
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NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -USE F1554 GRADE 36 BOLTS MINIMUM -USE HOT DIPPED GALVANIZED BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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SLOPE TOP TO SHED WATER
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SLOPE TOP TO SHED WATER
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ANCHOR BOLT PATTERN
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CONNECTION DETAILS
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HEAVY HEX LEVELING
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GALVANIZED WASHERS
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HEAVY HEX TOP NUT
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1/2 HEIGHT LOCK NUT
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ELECTRICAL CONDUITS FED THROUGH HOLE
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IN BASE PLATE
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NUT (GALVANIZED)
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SUPPLIED BY
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MANUFACTURER
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(GALVANIZED)
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NTS
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NTS
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NTS
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-THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2009 -ASCE 7-05 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED (100 MPH 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 130# -SHEAR - 215# -MOMENT - 600#' -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi) ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: GRADE 60 - BY GENERAL CONTRACTOR GRADE 60 - BY GENERAL CONTRACTOR -NUTS: A563DH OR A194-2H A563DH OR A194-2H -WASHERS: ASTM F-436 ASTM F-436 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER
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2"x2"x1/4" PLATE
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SUPPLIED BY GENERAL
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CONTRACTOR
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BY GENERAL CONTRACTOR
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ACCRUENT UPLOAD DATE: 11/2/2012
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2
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C2.4
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B
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A
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LIGHT POLE FOUNDATION DETAILS
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NTS
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3
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C2.4
DAT
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SITE
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TITLE
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BE#
MC
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7512
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AILS
C2.5
48"
20"
6" DIA STEEL PIPEEMBEDDED IN CONC
FILL PIPE W/ CONCRETE
BOLLARD COVER TO MATCHBUILDING BASE (SEE NOTES)
CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARD
CONC PAVING
NOTES:1. THIS BOLLARD DETAIL SHALL APPLY TO BOLLARD ATREAR CORNER OF BUILDING ADJACENT TO DRIVE-THRUAND EXTERIOR TRASH ENCLOSURE BOLLARDS.2. FOR BOLLARD COVER CONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-6442
36"
1/2" SEALEDEXPANSION JOINT
(GRAY MASTICSEALANT)
6"
4C2.5
BOLLARD DETAILNOT TO SCALE
OPTIONALPRE-SELLBOARD
PRIMARY COD
SECONDARYCOD
PRIMARY LANE
SECONDARY LANE
SECONDARYMENUBOARD
OUTS
IDE
INSI
DE
C
C
B
A
A
D
DF
E
E
KEY NOTES:
2#12 & 1#12 GND., 3/4" CONDUIT TO LP-1 FOR COD CANOPY LIGHTING
4#12 & 1#12 GND., 3/4" CONDUIT TO LP-1 FOR PRIMARY OPO MENUBOARDLIGHTING AND PLC.
2#12 & 1#12 GND & 1#12 ISOLATED GND., 3/4" CONDUIT TO CP FORISOLATED GROUND POWER TO COD'S. EACH COD SHALL BE ON ITS OWNDEDICATED CIRCUIT.
2#12 & 1#12 GND, 3/4" CONDUIT TO LP-1 FOR SECONDARY OPOMENUBOARD AND PRESELL BOARD LIGHTING.
(2) 1-1/2" CONDUITONE FOR COD CABLINGONE FOR LOOP DETECTOR
1" CONDUIT - FOR LOW VOLTAGE/ OPO CONTROLLER
1-1/2" CONDUIT - FOR LOW VOLTAGE/ OPO CONTROLLER
A
B
C
D
E
F
G
GENERAL NOTES:1. VERIFY EXACT CIRCUITS AND QUANTITIES OF
CIRCUITS WITH PANEL SCHEDULES ON DRAWING E4.2AND MANUFACTURER'S INSTALLATION INSTRUCTIONS
2. PER MANUFACTURER'S INSTALLATION INSTRUCTIONSSEPERATE DEDICATED NEUTRALS ARE REQUIRED TOMENUBOARD AND PRESELL BOARD FOR EACHCIRCUIT (PLC AND LIGHTING)
3. IF ANY BENDS ARE REQUIRED, SWEEPS MUST BEPROVIDED IN CONDUITS.
G
5C2.5
DRIVE-THRU WIRING DETAILNOT TO SCALE
CURB & GUTTER
F
PB
CASHIERSWINDOW
PULLBOX FOROPO CONTROLLERVERIFY EXACTLOCATION IN FIELD
PANEL CP (IG)
PANEL LP
BUILDING
SKETCH CREATED FROM ELECTRICAL OPOUPDATE (E-OPO) DATED SEPT, 2012-MODIFIED PER REGIONAL INPUT AUG, 2014.
PRIMARYMENUBOARD
(OPTIONAL)
(OPTIONAL)
8.5"
18.38"
8"
81.35"
103.46"
1'-7
3 4
"
4"
8"
4"
56.99"
24"
20.50"
12.50"
15.50"
(4) Ø 5/8"ANCHOR BOLTS
VO 20.8" x 53.9"
PLC ENCLOSUREPEDESTAL MOUNTEDON LANE 1, OPF-4 ONLY
7C2.5
OPO-4 MENU BOARD SCHEMATIC DETAILNOT TO SCALE
NOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS
8C2.5
DOUBLE GATEWAY SCHEMATIC DETAILNOT TO SCALE
NOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS
M:\LA
ND P
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CTS
2016
\1600
00 IN
DIAN
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DWG\
C2 LA
YOUT
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G3/1
5/201
7 4:11
:39 P
M
1C2.5
COD SCHEMATIC DETAILNOT TO SCALE
NOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS
48"
20"
6" DIA STEEL PIPEEMBEDDED IN CONC
FILL PIPE W/ CONCRETE
INSTALL BOLLARD 27" INTO SIDEWALKMEASURED FROM EDGE OF PARKINGSTALL TO CENTER OF BOLLARD
BOLLARD COVER TO MATCH BUILDING BASEOR SERVICE DOOR COLOR (SEE NOTES)
CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARD
EDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILS
MUTCD R7-8 (RESERVEDPARKING) SIGN
2" DIAMETER GALVANIZEDSTEEL POLE
CONTRACTOR SHALL INSTALL ADDITIONALADA SIGNAGE (SUCH AS FINE AMOUNT) ASREQUIRED PER LOCAL ORDINANCE
STEEL POLE CEMENTEDINTO BOLLARD CENTER
CUT 214" DIA HOLE IN BOLLARD
COVER. SLIP BOLLARD COVEROVER TOP OF POLE PRIOR TO
SIGN(S) BEING MOUNTED TO POLE
NOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDSWITH HANDICAP SIGNAGE.2. FOR BOLLARD COVERCONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-6442
24"36"60"-66"
1/2" SEALEDEXPANSION JOINT
(GRAY MASTICSEALANT)
6"
2C2.5
HANDICAP PARKING SIGN & BOLLARD DETAILNOT TO SCALE
MUTCD R7-8a or R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANS
MEASURED FROM BOTTOMOF LOWEST SIGN TO TOP OF
PARKING STALL SLAB.
48"
18"
4" DIA STEEL PIPEEMBEDDED IN CONC
FILL PIPE W/ GROUTOR CONCRETE
BOLLARD COVER TO MATCHBUILDING BASE (SEE NOTES)
CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARD
CASE #2: GRASSFINISHED GRADE SHALL BE 3" BELOWTOP OF FOUNDATION, SLOPE TOP OFFOUNDATION TO SHED WATER
PULL FORWARD SIGNAGEAVAILABLE THROUGH APPROVED VENDORS:PERSONA INC. SIGNAGE: (800) 843-9888EVERBRITE, LLC: (888) 558-3888SUPERIOR ELECTRICAL ADVERTISING, INC(800) 995-9099
1.5" DIAMETERGALVANIZED STEEL POLE
STEEL POLE CEMENTEDINTO BOLLARD CENTER
24"30"
7'
1/2" SEALEDEXPANSION JOINT
6"
7"
47"
14"
CENTER OF BOLLARD SHALL BE LOCATED 24"FROM FACE OF CURB OR EDGE OF TURNEDDOWN WALK, CENTERED ON PULL FORWARDSTRIPING
3C2.5
PULL FORWARD SIGN & BOLLARD DETAILNOT TO SCALE
CASE #1:CONCRETE WALK
OR PAVING (SEEOTHER DETAILS)
3"
NOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDS WITHPULL FORWARD SIGNAGE.2. FOR BOLLARD COVER CONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-6442
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
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R
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c
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TOP VIEW
PROPOSED 4597 BUILDINGFF=943.25
TRASHENCLOSURE(REF ARCH)
T
W
W
W
W6" W6" W6" W6" W6"ST 15"
ST 15"
ST 15"
ST 15"
COSAN 6"
SAN 6"
CO
WV
CO
CO
CO
CO
CO
DST 15"
H
HD
HH
H
H
E E
FG
DBA
A
A
C
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J
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J40'42'
9'8'
J
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10.1'
D
SAN
SAN
F/OF/O
F/OF/O
F/OF/O
U/E
U/E
U/E U/E U/E
U/E
TELE
TELE TELE
U/EU/E
U/EU/E
U/E
WV
S
GM
DD
U/E U/E
6" CRAB 18" ASH 9" ASH 9" ASH 12" ASH
18" HACKBERRY
18" ASH12" ASH 12" ASH9" PINE 12" ASH6" PINE
48" MAPLE
T
FO
FO
T
ST 15"
ST15
"
SAN
SAN
SAN
SAN
SAN
W12
"W
12"
W12
"W
12"
W12
"U/
EU/
EU/
EU/
EU/
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U/E U/E U/E U/E
GG
GG
GG
G
G
GG
G G G
U/E
N. JE
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SON
WAY
GG G G G G
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
15'
FRON
T Y
ARD
SET
BACK
20'
REAR
YAR
D S
ETBA
CKSAN
F/O F/O F/O F/O F/O F/O
CATV
CATV
CATV
CATV
CATV
CATV
GENERAL NOTES:1. FIELD VERIFY AND CONFIRM EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCING CONSTRUCTION. NOTIFY MCDONALD'S PROJECT MANAGEROF ANY DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION.
2. SEE SHEET C2.1 FOR ALL RADIUS DIMENSIONS.3. SEE SHEET C2.2 FOR COD CONSTRUCTION.4. ALL PAVEMENT STENCILS MUST BE PURCHASED FROM THE FOLLOWING
AUTHORIZED PROVIDER.PAVEMENT STENCIL COMPANYP.O. BOX 18034ROANOKE, VA. 24014PH 800-250-5547 FAX 540-427-1326PAVEMENTSTENCIL.NET
GRAPHIC SCALE
020 10 20 40
DAT
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SHEE
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ID
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SUED
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TITLE
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C2.6
1C2.6
PAINTED 'DRIVE THRU' WITH ARROWNOT TO SCALE
2'-5"ARROWHEIGHT
3'-6"
2'-10"
5-3/4"
2'-10"
6'-0"
CIRCLE IS POSITIONEDHORIZONTALLY,CENTERED ABOVE TYPE
ARROW IS POSITIONEDVERTICALLY ANDHORIZONTALLY INSIDEOF CIRCLE
ARROW ART KNOCKS OUTSO THAT ARROW IS THECOLOR OF THE PAVEMENT
LETTERS AND CIRCLEPAINT TO MATCH PANTONEPMS 123 YELLOWTYPES ALIGNS CENTERED
NOTE: ARROW SHALL BE PAINTED
3'-6"
2'-5"
YELLOW (PMS 123)
2C2.6
PAINTED ARROWNOT TO SCALE
3C2.6
PAINTED 'THANK YOU'NOT TO SCALE
NOTES:1. ALL TEXT SHALL BE PAINTED YELLOW (PMS 123)2. 'THANK YOU' SHALL BE LOCATED 8" FROM THE EDGE OF THE PULLFORWARD STRIPE TO THE BOTTOM OF THE WORD 'YOU' OR ASDIMENSIONED ON PLAN.
2'-10"
5-3/4"
2'-10"
6'-8"
4'
2'
18"
5'
18"
3'
5' 3'
5'3'
18"
3'
NOTE : ARROWS AND WORDS CAN BEARRANGED IN OTHER COMBINATIONSTHAN THOSE ILLUSTRATED HERE TOACHIEVE DESIRED RESULT.
4C2.6
TYPICAL PAVEMENT MARKINGNOT TO SCALE
PAINT SOLIDWHITE
EXITONLY
STRIPING NOTES:6" WIDE PAINTED STRIPE. PMS 123, YELLOW.
1'-0" WIDE PAINTED DIRECTIONAL ARROW. PMS 123 YELLOW. SEE GENERAL NOTE 4.
6" WIDE PAINTED MERGE POINT. PMS 123 YELLOW. SEE GENERAL NOTE 4.
PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 1. SEE GENERAL NOTE 4.
PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 2. SEE GENERAL NOTE 4.
PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 3. SEE GENERAL NOTE 4.
8" WIDE, 10' LONG PAINTED PULL FORWARD STRIPE. PMS 123 YELLOW.
PAINTED SITE CIRCULATION ARROW. SEE DETAIL 4. SEE GENERAL NOTE 4.
4" WIDE CUSTOMER PARKING STRIPING. WHITE.
PAINTED ISLAND, TYP. WHITE.
PAINTED HANDICAP SYMBOL, TYP. WHITE.
4" WIDE PULL FORWARD STRIPING. PMS 123 YELLOW.
4" WIDE CROSSWALK STRIPING. WHITE.
A
B
C
D
E
F
G
H
I
J
K
L
M:\LA
ND P
ROJE
CTS
2016
\1600
00 IN
DIAN
OLA\
DWG\
C2 LA
YOUT
.DW
G3/1
5/201
7 4:11
:43 P
M
M
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THANK
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YOU
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DRIVE
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THRU
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DRIVE
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THRU
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H
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Y
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D
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
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