HomeMy WebLinkAboutLA225498THE FOLLOWING INFORMATION MUST BE INCLUDED WITH YOUR APPLICATION:
Payment for amount of permit.
For freestanding/monument/pylon sign - a site plan with setback from property line dimensions and art
work with dimensions of sign, and engineered design for footings and foundation.
For wall sign, art work with dimensions of sign and drawings of building façade showing location of sign.
If illuminated or if electrical services are needed, a separate electrical permit is required.
If leased space, need to include a letter of approval from the property owner.
SIGN
LOCATION
Name__________________________________________________________________________________
Address________________________________________________________________________________
City ____________________________________State__________________ Zip _____________________
Contact _____________________________________Day Phone # ________________________________
Email Address __________________________________________________________________________
PROPERTY
OWNER
Name__________________________________________________________________________________
Address________________________________________________________________________________
City ____________________________________State__________________ Zip _____________________
Contact _____________________________________Day Phone # ________________________________
Email Address __________________________________________________________________________
SIGN
CONTRACTOR
Company Name _________________________________________________________________________
Address________________________________________________________________________________
City ___________________________________ State___________________ Zip _____________________
Contact _____________________________________Day Phone # ________________________________
Email Address __________________________________________________________________________
SIGN
DESCRIPTION
Electronic
100 per sign plus
completion of electronic sign
license, see Page 2)
Permanent
75 per sign)
Temporary
50 per event, up to 60 days
per year. Max of one temp
sign displayed at a time.)
Temporary sign displayed dates:
START DATE ________________________
Wall Sign: Width ____________ Height: _______________
Square feet _____________________________
Freestanding: Face Width_________ Height____________
Sq. ft__________ Overall Sign Height _________
Setbacks: Front _________ Side ____________
Temporary Width___________ Height ______________
Sign Square Feet______________________
Display location _______________________
Illuminated Sign:
Internally illuminated
Externally illuminated
Not illuminated
Type of Work:
New Sign
Replacement Sign
Alter Existing Sign
No Changeable Copy
Manual Changeable Copy
Electronic Changeable Copy
Electronic sign will require annual
Applicant Signature: ____________________________________________Date:_________________
Applicant Printed Name: _______________________________________________________________
SIGN PERMIT APPLICATION & ELECTRONIC SIGN LICENSE
City of Lakeville – Community Development Department
20195 Holyoke Avenue - Lakeville, MN 55044
Taco Bell
2068 Keokuk Ave
MN 50440
Geoff Michaels 952-292-0835
geoffmichael@comcast.net
Border Foods
5425 Boone Ave N
New Hope MN 55428
Geoff Michaels 952-292-0835
geoffmichael@comcast.net
Vector Sign Solutions
1387 Clippership Alcove
Woodbury MN 55125
Dave Peltier 651-775-6745
davep@vectorsign.com
7'11"13'4"
100 14'10"
3/18/24
Dave Peltier
20681 Keokuk Ave
x
24'23'
SIGN PERMIT APPLICATION & ELECTRONIC SIGN LICENSE Page 2
Electronic Display/Changeable Copy Sign License
Single occupancy building with gross floor area over 70,000 sq. ft. within the C-3 District
and within the Freeway Corridor District.
By signing below you are certifying the electronic signage meets the following performance standards:
1.The display sign shall not change more than once every twenty four (24) hours.
2.The display sign shall not include scrolling, flashing, animation, or other effects.
3.The display must be static and the transition from one static display to another must be
instantaneous without special effects.
4.The display image or message must be self-contained, without continuation in content to the next
image or message.
5.The brightness of the sign shall not exceed 5,000 NITS after sunrise and before sunset or 500
NITS after sunset and before sunrise each day.
6.The sign shall be equipped with an automatic dimmer control or other mechanism that
automatically controls the sign’s brightness to comply with this condition.
7.The display must be designed and equipped to freeze the device in one position if a malfunction of
the electronic display occurs.
8. The display must also be equipped with a means to immediately discontinue the display if it
malfunctions, and the sign owner must immediately stop the electronic display when notified by the
City that it is not complying with the stipulations of this section.
9. The sign shall comply with Chapter 23 of the Zoning Ordinance.
Signature_______________________________________ Date______________________________
Print Name______________________________________ Email ________________________________
EXPIRATION AND RENEWAL OF LICENSE:
All licenses expire on December 31st of each year.
License may be renewed only by making application as provided in Section 3-22-4 of the City Code.
Application for renewal shall be made at least sixty (60) days before the expiration date.
Each renewal license shall be issued for a maximum period of one (1) year.
Annual license renewal fee is $50.00
Office Use Only
Sign Permit Type:
Permanent Sign _____
Temporary Sign _____
Electronic Sign _____
Work Type:
New _____
Addition _____
Repair _____
Demolish_____
Replace _____
Alter/Remodel _____
Move _____
Owner:
Public _____
Private _____
Zoning District:
Commercial _____
Industrial _____
Residential_____
Freeway Corridor _____
Required Inspections:
Footing _____
Final _____
Permit Fee:
Permit Fee _____________
Miscellaneous ___________
Total ___________________
Comments:
Approved by:____________________________
Date:___________________________________
REVISED JANUARY 2024)
X
X
X
XX
C-3
75.00
75.00
10 July 2024
Email kjenson@lakevillemn.gov after
installation for final inspection.
Call 952.985.4440 to schedule the
footing inspection.
207TH STREET W.
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2,867 SF
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PHASE 2 RETAIL
DEVELOPMENT &
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REPLACE CONCRETE SIDEWALK IN
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REPLACE BITUMINOUS PAVEMENT
AND CURB IN KIND AFTER UTILITY
CONNECTIONS
SHEET NUMBER:
DATE:
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Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
0'20'40'60'
1" = 20'
01
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PROJECT NUMBER: 0037150.00
1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL
SERVICES, MINNETONKA, MN, 05/31/2022.
2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS
PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY
LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND,
THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS
OTHERWISE NOTED.
5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF
EXITS, RAMPS, AND TRUCK DOCKS.
6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.
7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC
CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS
AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF
THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.
TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES.
11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN
PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
GENERAL SITE NOTES
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
CURB AND GUTTER
LOT LINE
POND NORMAL WATER LEVEL
RETAINING WALL
CONCRETE PAVEMENT
NUMBER OF PARKING STALLS
TRANSFORMER
SITE LIGHTING
EXISTING PROPOSED
FENCEXX
HEAVY DUTY BITUMINOUS PAVEMENT
NORMAL DUTY BITUMINOUS PAVEMENT
TRAFFIC SIGN
POWER POLE
BOLLARD / POST
CONCRETE SIDEWALK
TIP-OUT CURB AND GUTTER
SITE LEGEND
5
T
C200
1A B612 CURB AND GUTTER
2 PRIVATE PEDESTRIAN CURB RAMP
3 CONCRETE SIDEWALK (SEE GEOTECH. FOR
PAVEMENT SECTION & ARCH. FOR SCORING)
4 HEAVY DUTY CONCRETE (SEE GEOTECH.)
5 STANDARD DUTY BITUMINOUS PAVEMENT (SEE GEOTECH.)
6 HEAVY DUTY BITUMINOUS PAVEMENT (SEE GEOTECH.)
7 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING
8 BOLLARD (TYP.)
9 PAVEMENT ARROW
10 PEDESTRIAN CROSSWALK
12 BIKE RACK
13 MONOPOUR CONCRETE CURB TO BUILDING FACE - SEE
ARCH/STRUCTURAL PLANS FOR DETAIL
SITE DETAILS
A MATCH EXISTING CURB & GUTTER
B LIGHT POLE (TYP.) (SEE LIGHTING PLAN)
C OVERHEAD CLEARANCE BAR AND CONCRETE BASE (SEE ARCH.)
D MENU BOARD AND ORDERING STATION (SEE ARCH.)
H TRANSFORMER PAD W/ BOLLARDS
I 4" WIDE WHITE DIAGONAL STRIPING
J YELLOW PAINTED CURB
K PROP. PYLON SIGN (SEE ARCH.)
L PAINT 24" WIDE SOLID WHITE STRIPE
M OPTIONAL FUTURE DRIVE THRU LANE
N FUTURE SUBDIVISION LINE
O 4" WIDE WHITE STRIPE
P EX. ASPHALT AND STRIPING TO REMAIN
Q FLAT CURB - SEE GRADING PLAN FOR TRANSITION
R MATCH EX. PAVEMENT
SITE NOTES
1
A
S.1 STOP SIGN 30"X30"R1-1
S.2 HANDICAP PARKING 12"X18"R7-8M
S.3 DO NOT ENTER 30"X30"R5-1
S.4 CUSTOMER PICKUP SIGN 24"X24"N/A
S.5 PEDESTRIAN CROSSING 30"X30"W11-2
REFERENCE SIZE MnDOT
DESIGNATION
SIGNLEGENDS.1 *ALL SIGNS TO BE MOUNTED ON BOLLARDS (SEE DETAIL)
TA
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20
6
8
1
K
E
O
K
U
K
AV
E
G.C. TO PROVIDE CONCRETE FOUNDATION
W/ ANCHOR BOLTS PER MANUFACTURER
REQUIREMENTS. FINAL COORDINATE WITH
SIGN MANUFACTURER / SUPPLIER FULL
SCOPE OF G.C. REQUIRED WORK AND
DETAILS PRIOR TO SUBMITTING BIDS.
SIGNAGE INDICATED IS
SCHEMATIC
REPRESENTATION ONLY.
FINAL SIGN DETAILS AND
DIMENSIONS TO BE
PROVIDED BY SIGN
VENDOR.
THIN BRICK VENEER
FINISH SUPPLIED AND
INSTALLED BY G.C.
SIGN CABINET SUPPORT
COLUMN PROVIDED
AND INSTALLED BY SIGN
CONTRACTOR / VENDOR
PREFINISHED
METAL WALL
CAP / COPING -
COLOR BLACK.
FURNISHED AND
INSTALLED BY
G.C.
15
6'
8
4'-0"8'-8"
12'-8"
1'
8
PREFINISHED METAL
WALL CAP / COPING -
COLOR BLACK.
FURNISHED AND
INSTALLED BY G.C.
13
4
7'-11"
15
0
SIGN CABINET
PROVIDED AND
INSTALLED BY SIGN
CONTRACTOR /
VENDOR
SIGN CABINET
BEYOND) PROVIDED
AND INSTALLED BY
SIGN CONTRACTOR /
VENDOR
THIN BRICK VENEER
FINISH SUPPLIED AND
INSTALLED BY G.C.
15
GRADE
GRADE
POURED CONCRETE
FOUNDATION BELOW
SHOWN DASHED. SEE
SIGN MANUFACTURER
DRAWINGS FOR
DETAILS. PROVIDED AND
INSTALLED BY G.C.
SEE 4/A104 FOR
FOUNDATION AND BASE
WALL DETAILS.
POURED CONCRETE
FOUNDATION BELOW
SHOWN DASHED. SEE
SIGN MANUFACTURER
DRAWINGS FOR
DETAILS. PROVIDED AND
INSTALLED BY G.C.
10"
2'-0"
10"
2'-0"
2"MI
N 1'
8
4"
13
4
7'-11"
3'
0
12'-8"
2"MI
N
4"
6'
8
2"MI
N1'
8
13
4
2'-0"
10"
THIN BRICK VENEER FINISH SUPPLIED
INSTALLED BY G.C.
PREFINISHED METAL WALL CAP/COPING
COLOR BLACK) W/ CONT. KEEPERS TO
UNDER SIGN CABINET OVER SELF-ADHERED
MEMBRANE FLASHING OVER SLOPED (AWAY
FROM SIGN CABINET) P.T. WOOD BLOCKING
MECH. FASTENED TO TOP OF CONCRETE
BASE WALL. (FURNISHED & INSTALLED BY
G.C.)
SIGN CABINET PROVIDED & INSTALLED BY
SIGN CONTRACTOR/VENDOR
SIGN CABINET SUPPORT COLUMN PROVIDED
INSTALLED BY SIGN CONTRACTOR/VENDOR
GRADE
POURED CONCRETE FOUNDATION BELOW
SHOWN DASHED. SEE SIGN MANUF.
DRAWINGS FOR DETAILS. PROVIDED &
INSTALLED BY G.C.
SEALANT (BLACK) TYP. ALL EDGES OF
CABINET TO METAL CAP/COPING - BY G.C.
PROVIDE VOID IN CONCRETE SO TO
MAINTAIN MINIMUM 1" CLEAR TO SIGN POST,
MOUNTING PLATES, ETC.
HOLD THIN BRICK VENEER MIN. 2" UP
FROM GRADE PER MANUF.
RECOMMENDATIONS.
ELECTRICAL CONDUIT FOR SIGN.
COORDINATE REQUIREMENTS WITH SIGN
VENDOR.
POURED CONCRETE MONUMENT SIGN BASE
PROVIDED & INSTALLED BY G.C. AFTER SIGN
POST & CABINET INSTALL BY SIGN VENDOR
15
VERT. REINF.
5 AT 24" O.C.,
1 1/2" CLR. FROM
EA. WALL FACE
EXTEND 3'-0" INTO
FOUNDATION
WALL (FOUNDATION
WALL DESIGNED BY
OTHERS)
HORIZ. REINF.
4 AT 18" O.C.
EA. FACE
6" DIA. X 8'-0"H.
STEEL PIPE
BOLLARD FILLED
WITH CONCRETE
GALVANIZED STEEL
U-CHANNEL SIGN
POST EMBED IN
CONCRETE MIN. 18"
NOTE:
FOOTING AND POST PROVIDED
BY G.C. SIGN PROVIDED BY
OWNER AND INSTALLED BY G.C.
4'
0
FINISH
GRADE
NOTE: SIGN TO BE CENTERED
ON APPLICABLE STALL. U.N.O.
18" DIA.
CONCRETE
FOOTING
4'
0
5'
0
M
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AB
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E
P
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G
SU
R
F
PARKING
VEHICLE ID
UP TO $200 FINE
FOR VIOLATION
REQUIRED
6"
HDCP
PARKING
SIGN
PREFERRED
PARKING
SIGN
6"
5'
0
M
I
N
AB
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E
P
K
N
G
SU
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F
NOTE: G.C. TO INSTALL
YELLOW PLASTIC BOLLARD
COVER PROVIDED BY OWNER.
T
PUG
PUG
C
D
B
F F E E E
B
A
25 S.F.
SIGNAGE
THIS D.T.
LANE
18.54 S.F.)
23.43 S.F.)
COMPREHENSIVE
A104
20681 KEOKUK AVE.
LAKEVILLE, MN 55044
TB22-11
GGD
07.01.2022C.U.P./SITE PLAN REVIEW:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDI
Owner:
BFI REAL ESTATE HOLDINGS, LLC
5425 BOONE AVE. N
NEW HOPE, MINNESOTA 55428
Applicant/Tenant:
BORDER FOODS, LLC
5425 BOONE AVE. N
NEW HOPE, MINNESOTA 55428
Contact: Zach Zelickson
Phone: 763-489-2968
ENDEAVOR
40 SEATS / 2,867 S.F.
TACO BELL, LAKEVILLE, MN
2145 Ford Parkway, Suite 301
Saint Paul, Minnesota 55116
651.690.5525
www.finn-daniels.com
A R C H I T E C T S
08.01.2022C.U.P./SITE PLAN REVIEW:
01.24.2024BID/PERMIT:
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
49243
Date
01.24.2024
License Number
N
COMPREHENSIVE SIGNPLAN1"=10'-0"1 SIGN PLANKEY2
FREESTANDING SIGNSECTIONS3/8"=1'-0"4SIGNBOLLARDDETAILN.T.S.3 FREESTANDINGSIGNN.T.S.5
SIGN PLAN
FREESTANDING SIGN. SEE 5/A104 FOR DETAILS.
100 S.F.)
A
BUILDING WALL SIGN LOCATION. SEE A300 & A301.B
DRIVE-THRU MENU BOARD
25 S.F.) SEE 1/A102.
C
HEIGHT BAR WITH INFORMATIONAL SIGNAGE
EXEMPT FROM CODE) SEE 3/A101.
D
PREFERRED PARKING SIGN. SEE 3/A104.
EXEMPT FROM CODE)
E
ACCESSIBLE PARKING SIGN. SEE 3/A104.
EXEMPT FROM CODE)
F
DATE:REG. NUMBER:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
NAME:
SIGNATURE:
RICHARD W. JOHNSON
23406
FOR STRUCTURAL DESIGN OF THE ABOVE-GRADE
CONCRETE WALL AT THE MONUMENT SIGN ONLY
ABOVE-GRADE CONCRETE WALL SHALL NOT BE
USED FOR MONUMENT SIGN SUPPORT)
1-24-24
August 8, 2024
5424 Shoreline Drive, Mound MN 55364
www.g4cm.com
To Whom it May Concern,
The intent of this letter is to confirm that we installed the monument sign foundation per
Wright Structural Engineers drawings dated 4/5/2024 signed/stamped by engineer of record Scott
Jones on 5/21/2024. The rebar cage was constructed with #6 rebar @ 12” on center, each way, each
face. This includes vertical #5 rebar @ 24” on center embedded 36” into the foundation to connect the
upper and lower portion of the monument sign structure. The 1” diameter by 48” long anchor bolts
were supplied by the signage vendor and installed per plan at 42” embedment in the foundation.
If there are any questions, comments, or concerns please do not hesitate to contact me.
Regards,
James Porter
507-316-1125
JamesP@g4cm.com
2 Venture
Suite 200
Irvine, CA 92618
949.477.4001
CA@wrightengineers.com
Las Vegas
Orange County
Phoenix
Salt Lake
Dallas
wrightengineers.com
MEMORANDUM
Date: May 21, 2024
Subject: Evaluation of Monument Sign
Project: Everbrite Signs - Taco Bell
Lakeville, MN
Wright Project No: SCI240101-166
Attention: Dan Kolmas
Company: Everbrite
Copy to:
Prepared by: Jeremy Magbag
Total Pages: 6 (including this sheet)
The foundation, column and structural attachments supporting the approximately 15’-0” tall Taco
Bell Monument Sign shown on the attached sheets were analyzed based on code prescribed wind
(Design Wind Speed = 110 mph, Exposure Category = C) and gravity loads for the city and state
mentioned above. Using these criteria and the allowable soil bearing pressure stated on the
drawings, the foundation, column, and structural attachments were found to be compliant with The
2018 International Building Code. The project is located at 20681 Keokuk Ave. Lakeville, MN
55044.
All concrete shall be in accordance with ACI 318 requirements. Minimum concrete strength shall
be 3000 psi, however, contractor to verify that requirements of table 19.3.2.1 of the ACI 318 code
are met.
05/21/2024
8'-10" POLE CL
USK5/6/2024 CJBB REVISED ANCHOR BOLT POSITION & BRICK BASE
DRAWING
CHK
A 5008334/5/2024 USK CJB RELEASED FOR INSTALLATION
TITLE
REV DESCRIPTION
SCALE
DATE
4949 SO. 110TH ST.
OUT EXPRESS WRITTEN PERMISSION OF
INSTALLATION
P.O. BOX 20020
DATE
PROJECT NO.
1 OF 2BY
GREENFIELD, WI 53220
414-529-3500R SHEET
CHECKED BY
SITE
EVERBRITE, LLC IS PROHIBITED.4/5/2024 AS SHOWN
DRAWING NO.
DRAWN BY
REV
4/5/2024
IN500833A
CJB
20681 KEOKUK AVE
LAKEVILLE, MN 55044
B
TECHNO-USK
DATE
25327
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF,
OR DUPLICATION IN ANY MANNER WITH-
TACO BELL
1'-8" POLE FOR,13'-4" X 7'-11 13/16" SIGN @ 15'-0" OAH
SIDE ELEVATION
SCALE 1 : 14
FINISH GRADE
10" A/B CL
10"
(4) 1 1/4" DIA X 5" LG.
MTG. BOLTS
(A325 HI-STRENGTH)
SCALE 1 : 14
WITH 1/2" BOLT AFTER INSTALLATION
POLE AND SIGN)
SWITCH
B
SHT-2
(4) 1" DIA X 48" LONG
(ISOLATE CONCRETE FROM
FRONT ELEVATION
ANCHOR BOLTS
LIFTING ANGLE
(080-00070)
B
REMOVE AND REPLACE
PP500833A
ON/OFF
FINISH GRADE
B
DETAIL-'A'
HSS 6 X 6 X 3/8
CONCRETE BASE W/ BRICK
VENEER INSTALLATION
AND DESIGN BY OTHERS
B
1
'
-
8
"
P
O
L
E
12'-8" BRICK
4'-10" POLE CL
10" A/B CL
6"
4 1/8" (GAP)
8'-8" BRICK
6
'
-
8
"
B
R
I
C
K
1
3
'
-
4
"
4
"
(
G
A
P
)
7'-11 13/16"
4'-0" BRICK (MAX)
1
5
'
-
0
"
O
A
H
6"
INSTALLER NOTE:
PLAN FOR A METHOD FOR ATTACHING CABINET
TO POLE IF MASONRY IS INSTALLED FIRST
THE MATCH PLATE, BASE PLATE,
ANCHOR BOLTS, COLUMN, AND
FOUNDATION ARE DESIGNED TO
WITHSTAND A DESIGN WINDSPEED
OF 110 MPH PER 2018
INTERNATIONAL BUILDING CODE.
PROFESSIONAL ENGINEER STAMP IS
LIMITED TO THE MATCH PLATE,
ANCHOR BOLTS, BASE PLATE, COLUMN
AND FOUNDATION
Wright Engineers
1645 Village Center Circle, Suite 10
Las Vegas, NV 89134
949.477.4001 wrightengineers.com
CA@wrightengineers.com
FOUNDATION DESIGN REQUIRES A MINIMUM
VERTICAL SOIL BEARING CAPACITY OF 2000
PSF (I.E. SAND, SILTY SAND, CLAYEY SAND,
SILTY GRAVE, CLAYEY GRAVEL). IF SOIL
CONDITIONS ON SITE DO NOT MEET THIS
REQUIREMENT (I.E.SAND, SILTY SAND,
CLAYEY SAND, SILTY GRAVE, CLAYEY
GRAVEL) NOTIFY THE ENGINEER OF
RECORD BEFORE PROCEEDING.
05/21/2024
6
"
P
R
O
J
E
C
T
I
O
N
60°
TIGHTEN THIS NUT 1/6 TURN BEYOND SNUG-TIGHT
LEVELING NUT
FLAT WASHERS
TIGHTEN THIS NUT SNUG-TIGHT
DOUBLE NUTS (GALV.)
(MIN 60° DEGREE, MAX 80°)
THE DISTANCE FROM THE TOP OF
THE FOUNDATION TO THE BOTTOM
OF THE BASE PLATE TO BE 1"-2"
OVERTURNING
DIRECTION
B 5/6/2024 USK CJB REVISED ANCHOR BOLT POSITION & BRICK BASE
INSTALLATION
DRAWING
TITLE
PROJECT NO.
DATE SCALE
DATE
4949 SO. 110TH ST.
P.O. BOX 20020
GREENFIELD, WI 53220
414-529-3500R SHEET
CHECKED BY
SITE
AS SHOWN
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF,
OR DUPLICATION IN ANY MANNER WITH-
OUT EXPRESS WRITTEN PERMISSION OF
EVERBRITE, LLC IS PROHIBITED.
DRAWING NO. REV
4/5/2024
CJB
4/5/2024 IN500833A
25327
20681 KEOKUK AVE
LAKEVILLE, MN 55044
B
TECHNO-USK
DATEREV BY CHK DESCRIPTION
500833
DRAWN BY
A 4/5/2024 USK CJB RELEASED FOR INSTALLATION 2 OF 2
TACO BELL
1'-8" POLE FOR,13'-4" X 7'-11 13/16" SIGN @ 15'-0" OAH
ANCHOR BOLT DETAIL-'A'
SCALE: NONE
GENERAL NOTES
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMETNS OF ARTICLE 600 OF THE NATIONAL
ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE
SIGN AND INSTALLING DISCONNECT SWITCHES IF NOT FACTORY INSTALLED ON THE SIGN.
SIGN ASSEMBLY IS INTENDED FOR OUTDOOR WET LOCATION.
INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED, CONNECTED AND GROUNDED.
LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES.
THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING.
LIFTING HOLE NOTE
ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER. LIFTING HOLES ARE TO BE SEALED BY A CAP
PLATE, WELDED OVER TO COVER AND THEN PAINTED.
WELDING NOTE
ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE APPLICABLE POSITIONS
NEEDED. PROOF OF WELDER CERTIFICATION REQUIRED (COPY OF WELDER CERTIFICATION, PHOTO OF AWS
CERTIFICATION CARD OF PERSON DOING THE WELDING).
DESIGN NOTE
SIGN AND POLE ARE DESIGNED TO WITHSTAND AN ALLOWABLE WIND SPEED OF 110 MPH AND WIND PRESSURE OF
33 PSF, PER IBC 2018, WIND EXPOSURE CATEGORY=C, RISK CATEGORY II.
PHOTO REQUIREMENTS
INSTALLER TO PROVIDE COMPLETION PHOTOS OF THE FOLLOWING:
MATCH PLATE/SIGN CONNECTIONS1.
BEFORE AND AFTER PHOTOS OF ALL PLUG WELDS, CAP PLATE WELDS, AND ANY OTHER WELDED CONNECTIONS 2.
DONE IN THE FIELD
ELECTRICAL WIRING3.
ALL SIGNS ILLUMINATING (PREFERABLY SHOWING LED'S OR LAMPS ILLUMINATING)4.
OVERALL ELEVATION5.
INSTALLATION INSTRUCTIONS
1. MOUNT POLE TO ANCHOR BOLT & ENSURE THE POLE IS PLUMB AND CENTERED IN FOUNDATION.
SEE ANCHOR BOLT DETAIL 'A'.
2. MOUNT SIGNAGE TO POLE(S). (INSTALLER TO PROVIDE WIRE BETWEEN SIGN AND BASE OF POLE.)
3. MAKE FINAL ELECTRICAL HOOK-UP. (ALL ELECTRICAL TO MEET LOCAL CODES.)
4. TEST SIGNAGE FOR PROPER FUNCTION AND LIGHTING.
5 REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS.
6. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL. DO NOT DISCARD ANY
MATERIAL OR DEBRIS INTO ON SITE DUMPSTERS.
EVERBRITE TO FURNISH:
1. 13'-4" X 7'-11 13/16" SIGN
2. MOUNTING POLE
3. ALL MOUNTING HARDWARE
INSTALLER TO FURNISH
ALL ELECTRICAL COMPONENTS REQD.
GENERAL CONTRACTOR TO FURNISH
PRIMARY WIRES FROM BUILDING TO SIGN
ELECTRICAL SPECIFICATIONS:
13'-4" X 7'-11 13/16" SIGN
LED: : (8) 500 SERIES RAYZ 120" L/BAR
(1) 500 SERIES RAYZ 84" L/BAR,(1) 500 SERIES RAYZ 72" L/BAR
(1) 500 SERIES RAYZ 60" L/BAR,(1) 500 SERIES RAYZ 48" L/BAR
POWER SUPPLIES: (3)180W PS
ELECTRICAL SERVICE: 3.7 AMPS 120 V 60HZ -
PS-12-60WSL-100-277V SLIM POWER S.
(7) AMPS @120VAC
(1) 20 AMP CIRCUIT, 60 Hz UL 48 & NEC COMPLIANT
LUMENS TOTAL: 5,37,600
AREA: 100 SQ FT
ESTIMATED SIGN WEIGHT: 910 LBS
POLE SPECIFICATIONS:
APPROX POLE WEIGHT: 158 LBS
TOTAL POLE LENGTH : 1'-8"
ELECTRICAL HOLE
SIGN MTG. PATTERN
SCALE 1:3
18"
9
"
13 1/2"
5
3
/
4
"
6 3/4"
2
7
/
8
"
ELECTRICAL HOLEANCHOR BOLT PATTERN
SCALE 1:3
5"
10"
14" SQ.
5
"
1
0
"
1" THE MATCH PLATE, BASE PLATE,
ANCHOR BOLTS, COLUMN, AND
FOUNDATION ARE DESIGNED TO
WITHSTAND A DESIGN WINDSPEED
OF 110 MPH PER 2018
INTERNATIONAL BUILDING CODE.
PROFESSIONAL ENGINEER STAMP IS
LIMITED TO THE MATCH PLATE,
ANCHOR BOLTS, BASE PLATE, COLUMN
AND FOUNDATION
Wright Engineers
1645 Village Center Circle, Suite 10
Las Vegas, NV 89134
949.477.4001 wrightengineers.com
CA@wrightengineers.com
FOUNDATION DESIGN REQUIRES A MINIMUM VERTICAL SOIL BEARING
CAPACITY OF 2000 PSF (I.E. SAND, SILTY SAND, CLAYEY SAND, SILTY
GRAVE, CLAYEY GRAVEL). IF SOIL CONDITIONS ON SITE DO NOT MEET
THIS REQUIREMENT (I.E.SAND, SILTY SAND, CLAYEY SAND, SILTY
GRAVE, CLAYEY GRAVEL) NOTIFY THE ENGINEER OF RECORD BEFORE
PROCEEDING.
05/21/2024
OVERTURNING
DIRECTION
CJBB 5/6/2024 USK REVISED ANCHOR BOLT POSITION & ADDED SHEET 2
RELEASED FOR INSTALLATIONCJB
DRAWING
TITLE
PROJECT NO.
DATE SCALE
DATE
FOUNDATION
USK4/5/2024414-529-3500R SHEET
CHECKED BY
SITE
AS SHOWN
GREENFIELD, WI 53220
P.O. BOX 20020
4949 SO. 110TH ST.
A
EVERBRITE, LLC IS PROHIBITED.
DRAWING NO. REV
4/5/2024
CJB
4/5/2024 FD500833A
25327
20681 KEOKUK AVE
LAKEVILLE, MN 55044
B
TECHNO-USK
DATEREV BY CHK DESCRIPTION
OUT EXPRESS WRITTEN PERMISSION OF
1'-8" POLE FOR,13'-4" X 7'-11 13/16" SIGN @ 15'-0" OAH
500833
DRAWN BY
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF,
OR DUPLICATION IN ANY MANNER WITH-
TACO BELL
1 OF 2
FINISH GRADE
SIDE ELEVATION
SCALE 1:12
#6 REBAR @ 12" O.C.,
EACH WAY,EACH FACE
(ALL SIDES)
DETAIL 'A'
10"
A/B CL
3'-0"
B
BB
B
SEE 4/A104.COORDINATE W/ MASON.
FINISH GRADE
PER CODE
O/C.EMBED 36" INTO FOUNDATION
(4) NUTS & (2) WASHER PER BOLT
3" THREAD @ BOTTOM,
ELECTRICAL
FRONT ELEVATION
B
(080-00070)
SCALE 1:12
(4) 1" DIA X 48" LONG ANCHOR BOLTS
W/ 10" THREAD @ TOP AND
#5 VERTICAL DOWELS X 9'-6 @24"
B
10" A/B CL
8'-5"
4
'
-
6
"
F
O
U
N
D
A
T
I
O
N
SIDES & BOTTOM
13'-8"
PR
O
J
E
C
T
I
O
N
12
"
C
O
N
D
U
I
T
6"
A
N
C
H
O
R
B
O
L
T
4" CLEAR (TYP.)
PR
O
J
E
C
T
I
O
N
RE
B
A
R
4'-5"
2"
C
L
E
A
R
3
'
-
0
"
V
E
R
.
D
O
W
E
L
S
E
M
B
E
D
SCALE 1:12
TOP VIEW CONDUITORIENTATION PURPOSE ONLY(REF)
SIGN OUTLINE SHOWN FOR ANCHOR BOLTS
A/
B
C
L
13'-8"
4'-5" A/B CL 8'-5"
3
'
-
0
"
1
'
-
1
"
10"
10
"
1
'
-
1
"
THE MATCH PLATE, BASE PLATE,
ANCHOR BOLTS, COLUMN, AND
FOUNDATION ARE DESIGNED TO
WITHSTAND A DESIGN WINDSPEED
OF 110 MPH PER 2018
INTERNATIONAL BUILDING CODE.
PROFESSIONAL ENGINEER STAMP IS
LIMITED TO THE MATCH PLATE,
ANCHOR BOLTS, BASE PLATE, COLUMN
AND FOUNDATION
Wright Engineers
1645 Village Center Circle, Suite 10
Las Vegas, NV 89134
949.477.4001 wrightengineers.com
CA@wrightengineers.com
FOUNDATION DESIGN REQUIRES A MINIMUM
VERTICAL SOIL BEARING CAPACITY OF 2000
PSF (I.E. SAND, SILTY SAND, CLAYEY SAND,
SILTY GRAVE, CLAYEY GRAVEL). IF SOIL
CONDITIONS ON SITE DO NOT MEET THIS
REQUIREMENT (I.E.SAND, SILTY SAND,
CLAYEY SAND, SILTY GRAVE, CLAYEY
GRAVEL) NOTIFY THE ENGINEER OF RECORD
BEFORE PROCEEDING.
05/21/2024
6
"
P
R
O
J
E
C
T
I
O
N
60°
TIGHTEN THIS NUT 1/6 TURN BEYOND SNUG-TIGHT
LEVELING NUT
FLAT WASHERS
TIGHTEN THIS NUT SNUG-TIGHT
DOUBLE NUTS (GALV.)
(MIN 60° DEGREE, MAX 80°)
THE DISTANCE FROM THE TOP OF
THE FOUNDATION TO THE BOTTOM
OF THE BASE PLATE TO BE 1"-2"
B 5/6/2024 USK CJB REVISED ANCHOR BOLT POSITION & ADDED SHEET 2
4/5/2024A
BY CHK DESCRIPTION
DRAWING
TITLE
PROJECT NO.
USK
DRAWN BY
500833
FOUNDATION
P.O. BOX 20020
GREENFIELD, WI 53220
414-529-3500R SHEETRELEASED FOR INSTALLATIONCJB DATE
1'-8" POLE FOR,13'-4" X 7'-11 13/16" SIGN @ 15'-0" OAH
CHECKED BY
SITE
AS SHOWNEVERBRITE, LLC IS PROHIBITED.
DRAWING NO. REV
4/5/2024
CJB
4/5/2024 FD500833A
25327
20681 KEOKUK AVE
LAKEVILLE, MN 55044
B
TECHNO-USK
DATEREV
SCALE
DATE
4949 SO. 110TH ST.
OUT EXPRESS WRITTEN PERMISSION OF
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF,
OR DUPLICATION IN ANY MANNER WITH-
TACO BELL
2 OF 2
ANCHOR BOLT DETAIL
SCALE: NONE
GENERAL NOTES
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRIC
CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN AND INSTALLING
DISCONNECT SWITCHES IF NOT FACTORY INSTALLED ON THE SIGN.
THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING.
LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES.
CONCRETE SPECIFICATION
6.83 CU. YDS. TOTAL. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. REINFORCING STEEL SHALL
HAVE A MIN. YIELD STRENGTH OF 60,000 PSI. RECOMMENDED MIN. CURE TIME OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION.
DESIGN NOTE
CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND AN ALLOWABLE WINDSPEED OF 110 MPH, WIND PRESSURE 33 PSF, AS PER
IBC 2018, WIND EXPOSURE CATEGORY=C, RISK CATEGORY II.
CONCRETE BASE DESIGNED USING A LATERAL SOIL BEARING CAPACITY OF 150 PSF / FT. OF DEPTH.IF THESE SOIL CONDITIONS DO NOT
EXIST AT THE FOUNDATION LOCATION, IT IS THE INSTALLER'S RESPONSIBILITY TO NOTIFY EVERBRITE, LLC PRIOR TO PERFORMING
ADDITIONAL EXCAVATION OR ANY CONCRETE PLACEMENT.
INSTALLERS INSTRUCTION
CONFIRM LOCATION OF THE FOUNDATION WITH ACCOUNT MANAGER AND SITE PLAN.1.
CONTACT THE LOCAL AUTHORITY 811 UTILITY LOCATING SERVICE AT LEAST 3- BUSINESS DAYS BEFORE ANY EXCAVATION BEGINS.2.
MARK THE LOCATION OF THE FOUNDATION AND CONFIRM NO UTILITIES WILL OBSTRUCT THE FOUNDATION OR SIGN STRUCTURE 3.
ONCE ERECTED. IF A CONFLICT IS FOUND, CONTACT EVERBRITE IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED.
CONFIRM HEIGHT OF FINAL GRADE ON SITE BASED ON EXISTING CONDITIONS.4.
ONCE FOUNDATION LOCATION IS APPROVED AND NO OBSTRUCTIONS ARE FOUND, EXCAVATE THE FOUNDATION TO THE SIZE 5.
INDICATED, AND REMOVE SPOILS FROM SITE UNLESS DIRECTED OTHERWISE BY EVERBRITE.
TAKE PHOTO SHOWING EXCAVATED HOLE.6.
SET ANY FORMS THAT MAY BE REQUIRED TO ACHIEVE THE REQUIRED FOUNDATION HEIGHT ABOVE FINAL GRADE.7.
SET REBAR CAGE, ANCHOR BOLTS, CONDUIT AS ILLUSTRATED.8.
ENSURE ANCHOR BOLTS ARE SET TO THE REQUIRED HEIGHT, PLUMB AND CENTERED IN THE FOUNDATION, AND ORIENTED IN THE 9.
CORRECT POSITION.
COVER EXPOSED THREADS WITH DUCT TAPE OR MASKING TAPE TO PREVENT CONCRETE FROM GETTING IN THE THREADS.10.
TAKE PHOTO SHOWING HOLE, REBAR CAGE ANY FORMS SET PRIOR TO POURING CONCRETE.11.
POUR CONCRETE AND SMOOTH THE TOP SURFACE.12.
TAKE PHOTO SHOWING POURED FOUNDATION.13.
ALLOW RECOMMENDED CURE TIME FOR THE CONCRETE BEFORE SETTING POLES/CABINETS. 14.
EVERBRITE TO FURNISH
1. (4) ANCHOR BOLTS AND NUTS.
INSTALLER TO FURNISH
1. ALL ELECTRICAL COMPONENTS REQUIRED
2. FOUNDATION
GENERAL CONTRACTOR TO FURNISH
PRIMARY WIRES FROM BUILDING TO SIGN
REBAR SPECIFICATION
REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60, DEFORMATIONS PER ASTM A305. DO NOT WELD REINFORCING BARS,
CONCRETE COVER PER THE DRAWINGS.
ANCHOR BOLT SPECIFICATION:
ANCHOR BOLT SHALL BE CONFORM ASTM F1554, GRADE 36, HOTDIP GALVANIZED.
ISOMETRIC VIEW
SCALE 1 : 16
ANCHOR BOLTS
FOOTING
CONDUIT
VERTICAL DOWELS
FINISH GRADE
THE MATCH PLATE, BASE PLATE,
ANCHOR BOLTS, COLUMN, AND
FOUNDATION ARE DESIGNED TO
WITHSTAND A DESIGN WINDSPEED
OF 110 MPH PER 2018
INTERNATIONAL BUILDING CODE.
PROFESSIONAL ENGINEER STAMP IS
LIMITED TO THE MATCH PLATE,
ANCHOR BOLTS, BASE PLATE, COLUMN
AND FOUNDATION
Wright Engineers
1645 Village Center Circle, Suite 10
Las Vegas, NV 89134
949.477.4001 wrightengineers.com
CA@wrightengineers.com
FOUNDATION DESIGN REQUIRES A MINIMUM
VERTICAL SOIL BEARING CAPACITY OF 2000
PSF (I.E. SAND, SILTY SAND, CLAYEY SAND,
SILTY GRAVE, CLAYEY GRAVEL). IF SOIL
CONDITIONS ON SITE DO NOT MEET THIS
REQUIREMENT (I.E.SAND, SILTY SAND,
CLAYEY SAND, SILTY GRAVE, CLAYEY
GRAVEL) NOTIFY THE ENGINEER OF RECORD
BEFORE PROCEEDING.
05/21/2024
0
"
1
7
1
/
2
"
BV /KT
188-XXXX
4949 SO. 110TH ST.
RELEASED FOR INSTALLATION 1 OF 1
DRAWING
TITLE
PROJECT NO.
DATE SCALEOUT EXPRESS WRITTEN PERMISSION OF CJBMCM
GREENFIELD, WI 53220
414-529-3500R SHEET
CHECKED BY
SITE
P.O. BOX 20020
FABRICATION
DATE
4/5/2024 AS SHOWNEVERBRITE, LLC IS PROHIBITED.
DRAWING NO. REV
4/5/2024
CJB
4/5/2024 PP500833A
25327
20681 KEOKUK AVE
LAKEVILLE, MN 55044
A
TECHNO-USK
DATEREV BY CHK DESCRIPTION
500833
DRAWN BY
A
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF,
OR DUPLICATION IN ANY MANNER WITH-
TACO BELL
1'-8" POLE FOR,13'-4" X 7'-11 13/16" SIGN @ 15'-0" OAH
LBS
TOTAL POLE LENGTH : 1'-8"
APPROX POLE WEIGHT: 158
MATERIAL SPECIFICATIONS
1. ALL PLATES TO BE ASTM A36
2. ALL TUBE STEEL TO BE A500 GRADE B
FINISH
FINISH COAT: AS PER CUSTOMER SPEC.
POLE SPECIFICATIONS:
MATCH PLATE DETAIL
SCALE 1 : 3
2" HOLE
1
8
"
1
3
1
/
2
"
6
3
/
4
"
9"
5 3/4"
2 7/8"
(4) 1 3/8" HOLES
FOR 1 1/4" DIA BOLTS
SIDE VIEW
SCALE 1:3
9
"
1 1/2" 1'-5 1/2" POLE 1"
1
4
"
BASE PLATE DETAIL
SCALE 1:3
10"
14" SQ.
5
"
1
0
"
5"
(4)1 1/4" HOLES
HSS 6 X 6 X 3/8
SCALE 1 : 3
POLE ASSEMBLY FRONT VIEW
3/8 3/8
1
8
"
1
4
"
1'-8" POLE TOTAL LENGTH
1"
1"
THE MATCH PLATE, BASE PLATE,
ANCHOR BOLTS, COLUMN, AND
FOUNDATION ARE DESIGNED TO
WITHSTAND A DESIGN WINDSPEED
OF 110 MPH PER 2018
INTERNATIONAL BUILDING CODE.
PROFESSIONAL ENGINEER STAMP IS
LIMITED TO THE MATCH PLATE,
ANCHOR BOLTS, BASE PLATE, COLUMN
AND FOUNDATION
Wright Engineers
1645 Village Center Circle, Suite 10
Las Vegas, NV 89134
949.477.4001 wrightengineers.com
CA@wrightengineers.com
FOUNDATION DESIGN REQUIRES A MINIMUM VERTICAL SOIL BEARING
CAPACITY OF 2000 PSF (I.E. SAND, SILTY SAND, CLAYEY SAND, SILTY
GRAVE, CLAYEY GRAVEL). IF SOIL CONDITIONS ON SITE DO NOT MEET
THIS REQUIREMENT (I.E.SAND, SILTY SAND, CLAYEY SAND, SILTY
GRAVE, CLAYEY GRAVEL) NOTIFY THE ENGINEER OF RECORD BEFORE
PROCEEDING.
05/21/2024