HomeMy WebLinkAboutARB201700012 Certificate of Appropriateness 2017-04-04COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
April 4, 2017
Rick Marion
The Sign Clinic
P.O. Box 702
Mooresville, NC
28115
RE: ARB -2017-12: Bojangles Freestanding Sign (TMP 03200-00-00-041D4)
Dear Mr. Marion,
We have reviewed your request for the above -noted sign and have approved the design as illustrated in the attached
drawing received March 29, 2017. You may consider this letter your Certificate of Appropriateness. This approval is
predicated on the fact that the design and materials, as proposed and illustrated, will be used. The acceptance of approval
implies that the applicant has agreed to execute the design as indicated on the submittal items presented. Any changes in
the approved design will require a new application and additional review.
PLEASE NOTE: A CHECKED BOX MEANS THESE CONDITIONS APPLY TO YOUR SIGN APPROVAL
X ARB approval is based on the expected lack of visibility of the sign as viewed from the Entrance Corridor. This lack of
visibility is due to the proposed grading and landscaping on the approved site plan SDP 201600038.
If you have any questions concerning this action, please feel free to contact me.
Sincerely,
Brent Nelson
Senior Planner
434-296-5832 x3438
bnelson @ albemarle. c
cc: Hollymead/29 LLC
195 Riverbend Drive
Suite 1
Charlottesville, VA
22911
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NOTE: IF 6000 PSI COMPRESSIVE STRENGTH
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TOP PLATE DETAIL
1.375" ASTM A-36 STEEL
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BASE PLATE DETAIL
.625" ASTM A-36 STELL
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DESCRIPTION
REVISIONS
ANCHOR BOLT DETAIL
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CAN USE EITHER STYLE. ANCHOR BOLT
DATE I APPROVED
FOUNDATION DESIGN NOTES:
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ASTM A-500 Cr. B
LOW VOLTAGE ACCESS
—===_____
(2) 1" RIGID
ELECTRICAL. CONDUIT
(POWER/LOW VOLIAGE)
35
NOTE: IF 6000 PSI COMPRESSIVE STRENGTH
CONCRETE IS USED REBAR IS NOT REQUIRED.
C__________ ______
3/16" �
TOP PLATE DETAIL
1.375" ASTM A-36 STEEL
I- 14 1/4 3 1/8
BASE PLATE DETAIL
.625" ASTM A-36 STELL
ECN
NUMBERS
REV,
ACK WELD
NUT
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DESCRIPTION
REVISIONS
ANCHOR BOLT DETAIL
03/4" AASHTO M31490 Gr. 2 STEEL
CAN USE EITHER STYLE. ANCHOR BOLT
DATE I APPROVED
FOUNDATION DESIGN NOTES:
1.
Concrete shall have a minimum
compressive
strength of 3000 PSI at
28 days.
2.
Reinforcing steel shall be ASTM A-615 grade
60.
S.
Caisson footing designed using
a soil bearing
force of 400 PSF per foot
Lateral.
If this soil condition does not
exist, it is the
Erector's responsibility to
have a new
base designed for the existing
soil conditions
by a Licensed Structural
Engineer.
4.
Anchor bolts shall be AASHTO
specification M314-90
Gr. 2.
/4
57/8" slot for
/4" PASHTO M31.4-90 Gr, 55
ANCHOR BOLTS
MFG NOTES:
1. PARTTO BE FREE OF SCRATCHES AND DEFECTS
2. PARTTO BE FREE OF BURRS AND SHARP EDGES
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