HomeMy WebLinkAboutARB201900107 Application 2019-09-16 1'74i\ Albemarle Coun Community Development Department
401 IV e Road Charlottesville.VA22902-4596
\mice: (434)296-5832 Fax:(434)972-4126
Awl, Planning Application
PARCEL / OWNER INFORMATION
TMP 061M0-00-12-001C0 Owner(s): FR SHOPPERS WORLD LLC
Application# ARB201900107
PROPERTY INFORMATION
Legal Description I ACREAGE PARCEL X 297)4 PLACE
i i
Magisterial Dist. Rio , Land Use Primary Commercial j_111
Current AFD Not in A/F District •,, Current Zoning Primary,Planned Development Shopping Center ,3
APPLICATION INFORMATION
Street Address 1100 TWENTYNINTH PLACE CT CHARLOTTESVILLE,22901 Entered By
Jennifer Smith v.
Application Type Architectural Review Board ,
l 9/17/2019
Project SIGN - MCDONALDS MENU BOARD
Received Date 09/16/19 Received Date Final 1 Submittal Date 09/23/19 Total Fees 1 129
Closing File Date Submittal Date Final Total Paid 129
Revision Number
Comments
Legal Ad -
SUB APPLICATION(s)
Type I Sub Applicatio Comment
SIGN 09/23/19
APPLICANT / CONTACT INFORMATION
ContactType Name Address City State Zip Phone PhoneCel I
ow mery Applir-bri FR SHOPPERS WORLD LLC P 0 BOX 92129 S 0 UTHLAKE TX 76092
Prmnary Ccrtact TRACEY DIEHL 6437 HILLIARD DR. CANAL 43110 6148288215
Date
Signature of Contractor or Authorized Agent
A's NI✓3U1
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Application and Checklist for Sign Permit r `_.
Part A: Applicant and Parcel Information
Project Name: 1 ► c D V 1 V!•'C l .D S Address: ((JD Twee n(r 4-k p( (e wit
Tax map and parcel(s): Zonin
g:
T
Contact Person(Who
(should
1we/c�alll/write concerning this project?): f �G(CQ C)tek i
Address b rf R7 I�1 l l L(IY C..t D!' Ci 'State 1)4 Zip,..3 y (b
Daytime Phone( L tr 'Io2,5 Fax#C t 'f097 E-mai1Tr(cs)y d i-k "" " W a f ttocLe ).
Owner of Record: ma,n ik1 t(_
Address (0O Tatn1fl4i(uY]- 3& (r 10 Vifle State IIA Zip__ i _
Daytime Phone 6/0Fp2 Fax# 3t 5Di)?7 E-mail T I D �;yt„��l n Ql41 j ice.14
Inn .,-" i
Contractor Name/Business Name: C'1,pl(,(r CO 17 Nam,/ 14 IC�Opl S �Q X-�.e,
Address 1/3 -S'(/L/PYSpvt�je 4A City S(IV Y S YCj State MD , J Zip�0g1t b
Daytime Phone "��i/Oj '7l�p�b Fax#(�(,�,3.Jzl•/O� E-mail�t��7 2! G(/t°
Part B: Determining application requirements and fees
1. Sign Permit—Please indicate which sign type you are applying for:
,Z Freestanding or Monument Sign: $91 64
gIf a footing is required,an additional fee is required: S32 64
❑ Wall Sign(Including property awning,fuel pump canopy signs): S91 64
❑ Sign Refacing:
$59.00
2. Electrical Permit—Will the sign be illuminated?
l5 Yes (Illuminated signs require an electrical permit and an electrical schematic.) $48.96
❑ No
S 0.00
3. ARB Review—Will the permanent sign(s)be constructed in an Entrance Corridor?
(See the Entrance Corridor map in the Sign Permit Application packet for a list of Entrance Corridors.)
Yes (This sign will be constructed in an Entrance Corridor and it does not meet the conditions of a S 129.00
Comprehensive Sign Review. See ARB requirements next pages.)
❑ Yes (This sign will be constructed in an Entrance Corridor and it does meet the conditions of a Waive Fee
Comprehensive Sign Review. See ARB requirements next pages.)
NINo (This sign will not be constructed in an Entrance Corridor) S 0.00
FEE TOTAL(Please add all the amounts checked in sections jI—3): r J $
FOR OFFICE USE ONLY BP# C)D/ , --a � 1 Cfa Ova ARB#_)I% - iot �(
Fee Amount$39 3,15? Date Paid t C/ By w o t# (, heck#C�C� T$iP y
County of bemarle Depan o munity Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
1I/1/2015 Page 1 of4
IVSW-3Yo')
Part C: Submittal Items Required
Note:Submittal packages must contain 4 collated copies of all information unless otherwise indicated Additional submittal
materials may be required if review by the Architectural Review Board is necessary. Applicants will be notified if additional
materials or ARB review are required.
SECTION 1:FREESTANDING, SUBDIVISION OR DIRECTORY SIGNS
A. Submittal Requirements
❑ Site plan or latest approved plat showing,to scale,the proposed location of the sign(s)with dimensions.
❑ Distance from the sign to the property lines and/or edge of the VDOT right-of-way.
❑ A footing/foundation diagram showing how the base or pole will be anchored in the ground.
❑ If the sign will be located in an easement,a letter of approval from the easement holder will be required.
❑ A to-scale color illustration of the proposed sign showing
❑ Dimensions of the sign,including overall height from the ground;cabinet size,length,width and depth;base
size,etc.(Be sure to also include these dimensions on the diagrams provided in the Sign Permit Application packet.)
❑ Proposed lettering and/or graphics in their proposed location.
❑ Entrance Corridor Requirements:If the sign is to be constructed in an Entrance Corridor,also provide a color
illustration of the front and side elevations of the sign showing:
o If internally illuminated,indicate which areas of the sign are opaque and which are illuminated.Internally
illuminated cabinet signs must have opaque backgrounds.(Opaque materials don't allow light to pass through.
When lit only from behind,the color of an opaque material cannot be detected nor can objects be seen through it.)
o Identification of proposed materials and colors. Include standard color id numbers(Pantone,Benjamin Moore,
Acrylic,etc.)for all materials,text,graphics,base, faces,trim caps,returns,etc.
o Provide accurate physical samples of all colors proposed,preferably in the material proposed.(Paint chips that
accurately reflect the proposed colors are acceptable.)
o Provide a site plan showing proposed landscaping around the sign,including botanical names and planting sizes.
o Additional submittal materials may be required if review by the Architectural Review Board is necessary.(The
applicant will be notified if this requirement applies.)
B. Inspection Requirements for Freestanding,Subdivision or Directory Signs
❑ Applicant must mark the location of the property lines and the location of the sign with stakes in preparation for a
preliminary zoning inspection. (All four corners of the sign must be marked with stakes that are easily visible to all
inspectors.)
0 A preliminary zoning inspection must be completed to verify the location of the sign before the permit can be
issued.
❑ Freestanding signs are required to have footing inspections.(scheduled by applicant)
❑ Freestanding signs are required to have electrical inspections if illuminated. (scheduled by applicant)
❑ Freestanding signs are required to have final building and zoning inspections.(scheduled by applicant)
11/1/2015 Page 2of4
Nj3L107
SECTION 2:WALL SIGNS
A. Submittal Requirements
❑ A drawing,to scale,showing dimensions of the sign(length,height,depth).
❑ Elevation drawing(s)or modified photograph of the entire building,to scale and in color,showing
❑ The sign location on the building,sign height above grade,and the length of building frontage.(Be sure to also
include these dimensions on the diasrams provided in Appendix B.)
❑ Sign lettering and/or graphics in their proposed location.
❑ Entrance Corridor Requirements: If the sign is to be constructed in an Entrance Corridor also provide a color
illustration of the front and side elevations of the sign showing:
o Indication of sign type(channel letters,cabinet,panel,etc.).
o Indicate on the drawings the proposed materials and colors.Include standard color identification numbers
(Pantone,Benjamin Moore,Acrylic,etc.)for all materials,text,graphics,faces,trim caps,etc.For channel letter
signs,indicate on the drawing that the raceway color shall match the color of the wall to which the raceway is
attached.
o Provide accurate physical samples of all colors proposed in the sign,preferably in the material proposed.(Paint
chips that accurately reflect the proposed colors are acceptable.)
o Location of proposed light fixtures and manufacturer cut sheets describing illumination type,intensity,style,
shielding,color,and height.All lighting must meet ordinance requirements as outlined in Section 4.17.
o For internally illuminated signs,indicate which areas of the sign are opaque and which are illuminated.(Opaque
materials don't allow light to pass through_When lit only from behind,the color of an opaque material cannot be
detected nor can objects be seen through it.Internally illuminated cabinets must have opaque backgrounds.)
B. Inspection Requirements for Wall or Projecting Signs
❑ Wall and projecting signs are required to have electrical inspections if illuminated. (Scheduled by applicant)
❑ Wall and projecting signs are required to have final building and zoning inspections.(Scheduled by applicant)
SECTION 3:ILLUMINATION REQUIREMENTS
A. If the proposed sign is to be illuminated,the applicant must provide the following:
❑ Electrical permit
❑ Electrical schematic
❑ The location of proposed light fixtures identified on a plan and/or elevation
❑ Manufacturer cut sheets describing illumination type,intensity,style,shielding,color,and height.All lighting must
meet ordinance requirements as outlined in Section 4.17 of the Zoning Ordinance.
SECTION 4:WORK VALUATION
11/1/2015 Page3 of4
A,'\c/1J -371o7
A. Work Valuation S
Part D: Applicant Agreement
Applicant must read and sign
• Each application package must contain 4 folded copies of all plans and documents being submitted. Only 1 set of
materiaVcolor samples is required. All submittal items become the property of Albemarle County. Applicants are
encouraged to maintain duplicate copies in their own files.
• The application package is not complete without this checklist,completed,signed,and included with the required
submittal materials indicated on the checklist.
I hereby certify that the information provided on this application and accompanying information is accurate, true and
correct to the best of my knowledge and belief and contains all information required by these checklists
00;dt., 72, /Of /
Signature of e n completing checklist Date
722—ZCay Z),/eh/ b/41‘' .7a iC '
Printed Name/Title Daytime phone number of Signatory
County of Albemarle Department of Community Development
401 McIntire Road,North Wing,Charlottesville,VA 22902-4596
(434)296-5832 Tel,(434)972-4126 Fax
.%v..albemarle.ora
11/1/2015 Page 4 of 4
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Sign Diagrams
•
A
Sign Dimensions
Sign Sign Dimensions
Height Sign
Height
Distance to property line
or edge of right-of-way Distance to property line
or edge of right-of-way
Sign Height=
Sign Height=
Sign Dimensions=
Sign Dimensions=
Pole-Mounted Sign—Diagram 1 Monument Sign—Diagram 2
(Generally not acceptable in the ECs) g
Ek-krior Menu boar-el ouT o-4,Z
A
ihI 4H gig-lj 1O 'O6SF
overrat I t-ktel In{- - S 7I a
Height
Sign SignDimensions
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11.
Building Frontage -/ , '947f - �r y1�s/�'
Building Frontage= DVeVCC l( t
Sign Height=
Sign Dimensions=
Wall Sign-Diagram 3
If multiple wall signs are proposed, list dimensions here:
Sign 2 Height= Sign 4 Height=
Sign 2 Dimensions= Sign 4 Dimensions=
Sign 3 Height= Sign 5 Height=
Sign 3 Dimensions= Sign 5 Dimensions=
Sign Diagrams revised 7/2009— t
/YSfV-3 /O2
CERTIFICATION THAT NOTICE OF THE
APPLICATION HAS BEEN PROVIDED TO THE LANDOWNER
This form must accompany zoning applications(Home Occupation,Zoning Clearance,Zoning
Administrator Determinations or Appeals,Sign Permits,Building Permits)if the application is not the
owner.
I certify that notice of the application,
[County application name and number]
was provided to the owner of record of Tax Map
[name(s)of the record owners of the parcel]
and Parcel Number by delivering a copy of the application in the
manner identified below:
Hand delivering a copy of the application to
[Name of the record owner if the record owner is a
person; if the owner of record is an entity,identify the recipient of the record and the recipient's
title or office for that entity]
on
Date
Mailing a copy of the application to
[Name of the record owner if the record owner is a person;
if the owner of record is an entity,identify the recipient of the record and the recipient's title or
office for that entity]
on to the following address:
Date
[address;written notice mailed to the owner at the last known address of the owner as shown on
the current real estate tax assessment books or current real estate tax assessment records satisfies
this requirement].
Signature
Tacey Die!/
Print Applicant Name
7. /e, /�
Date
r C.,,IMONW.EALTE of VIRGINIA
Depanment of Professional and Occupational Regulation
EXPIRES ON # 9y6{)Ma)land Dthc.Suite 4t1f).Richmond.\'A 11233 NUMBER —^1
j 08-31-2020 1 rcicptonc;IEft)?67-tt.O() 2705169025
J
BOARD FOR CONTRACTORS
CLASS A CONTRACTOR
'CLASSIFICATIONS'BSC ELE
, �'v CLEAR COMMUNICATIONS MD INC 111111
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SILVER SPRING MD 2091
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,North Wing
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
SIGN PERMIT APPLICATION INFORMATION
Dear Sign Permit Applicant:
Thank you for your interest in a Sign Permit with the Albemarle County Department of Community Development.The information in this
packet has been assembled to assist you in the sign application and installation process.Enclosed you will find:
FOR PERMANENT SIGNS FOR TEMPORARY SIGNS
o Sign Permit Application and Checklist o Temporary Sign Permit Information
o Entrance Corridors Map o Application for Temporary Sign Permit
o Developments w/Comprehensive Sign Criteria
o Sign Diagrams
Please review the enclosed information and,for permanent signs,complete the attached Sign Permit Application and Checklist.The
completed Application and Checklist may be mailed to the address in the letterhead or it may be delivered to the Community Development
office at 401 McIntire Road, 1'Floor.North Wing.(For temporary signs,see the Temporary Sign Permit Info sheet.)
Completed applications are processed and reviewed as quickly as possible.An Intake Specialist will be assigned to your application for
review and processing and may contact you to discuss the application.A typical application requires 7 to 10 business days to review,plus
additional time for review of applications for signs in the County's Entrance Corridors.Approval times vary depending on staff workload
and the complexity and completeness of your application.
Your application will be considered ready for review when:
o The application has been completed and all the required submittal materials have been provided.
o All applicable State and County Contractor License Information has been provided.
o All permit fees and other related fees have been paid.
Please note that if you do not provide all required documentation for this application within six(6)months of your initial application date,
your application will become VOID.Should you wish to continue with your project at a later date,you will be required to initiate a new
application,complete with new documentation and fees.
Please note the special requirements outlined in the Application and Checklist for signs located in the County's Entrance Corridors.
Entrance Corridors are identified on the Entrance Corridors Map.In the Entrance Corridors,signs intended for buildings that house
multiple businesses must follow the Comprehensive Sign Criteria that have been established for those properties.Properties for which
Comprehensive Sign Criteria have been established are identified in the list entitled Developments with Comprehensive Sign Criteria.The
sign criteria for each property can be found on-line at the Community Development Forms Center.Signs meeting all the criteria established
for their respective property may be reviewed/approved by staff without review by the ARB.
Once your application has been reviewed and approved,you will be issued a Certificate of Appropriateness and a Building Permit.Your
Building Permit must be on site throughout the building process and available for public inspection.Once displayed,you are ready to begin
work.To keep your Building Permit active throughout the building process,YOU MUST COMMENCE WORK WITHIN SIX MONTHS
OF THE ISSUANCE DATE AND YOU MUST REQUEST AT LEAST ONE(1)INSPECTION WITHIN A SIX-MONTH TIME
PERIOD until the project is complete.If you are not ready for a specific inspection type.you may keep your permit active by providing
other evidence that work is being performed.AN APPROVED FINAL INSPECTION will serve as your final County approval.
We hope that you find this information packet useful when applying for a sign permit.Questions.comments and suggestions may be
submitted in writing or by calling our department at 434-296-5832.You may track the status of your Sign Permit and schedule required
inspections via the web at i p://countyy ew_web.albernarlc.org/.
Sincerely,
Community Development Staff
9/17/09
License Lookup: License Search Results Page 1 of 1
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cc&hOn— (�0 T fl i111 Pike Cora-/-
DPOR. License Lookup License Number
2705169025
License Details
Name CLEAR COMMUNICATIONS MD INC
DBA Name CLEAR COMMUNICATIONS INC
License Number 2705169025
License Description Contractor
Firm Type Corporation
Rank' Class A
Address 813 SILVER SPRING AVE UNIT B, SILVER
SPRING, MD 20910
Specialties2 Billboard I Sign (BSC)
Electrical (ELE)
Initial Certification Date 2018-08-17
Expiration Date 2020-08-31
1 Refer to the Statutory Definitions
(http://law.lis.virginia.gov/vacode/title54.1/chapterl1/section54,1-1100/) for descriptions of the
rank or class of license (A, B, or C)that determines the monetary limits on contracts/projects.
2 Refer to the Classification Definitions (http://lis.virginia.gov/cgi-bin/Iegp604.exe?
000+reg+18VAC50-22-20) and Specialty Definitions(http://lis.virginia.gov/cgi-
bin/Iegp604.exe?000+reg+18VAC50-22-30)for detailed definitions of these classifications and
specialties.
The data located on this website are not the public records of the Department of Professional and
Occupational Regulation (DPOR). All public records are physically located at DPOR's Public Records
Section: 9960 Mayland Drive, Suite 400, Richmond, VA 23233. While DPOR works to ensure the
accuracy of the data provided online, the data available on these pages are updated routinely but may
not be up to date at all times(due to document processing delays, technical maintenance, etc.).
DPOR assumes no liability for any errors, omissions, or inaccuracies in the information provided or for
any reliance on data provided online. While DPOR has attempted to ensure that the data contained
herein are accurate and reflect the status of its regulants, DPOR makes no warranties, expressed or
implied, concerning the accuracy, completeness, reliability, or suitability of this data. If discrepancies or
errors are discovered, please inform DPOR so that appropriate action may be taken.
DPOR License Lookup build 1,198 (built 2017-07-13 02:34:41).
http://dporweb.dpor.virginia.gov/LicenseLookup/LicenseDetail 7/19/2019
GENERAL NOTES BUILDING CODE SUMMARY I-
1.CONSTRUCTION SHALL COMPLY WITH AD-APPLICABLE LOCAL STATE,AND APPLICABLE BUILDINGCODE: 2015 VIRGINIA STATEWIDE UNIFORM p
WTDNE WDESND REGULATIONS. BUILDING CODE
2 CONTRACTOR SHALL FELDNTFY ALLONENSIONS AND EXISTING APPLY FELECTNICAL DOOR 2015 VIRGINIA ENERGY ,�
CODITIONS PRIOR TO BD TO DETERMINE THE EXTENT OF WORN.THE CONSERVATION CODE -4
COIIIRACTOR SHALL N011FYTIE ARCHITECT OF ANY DISCREPANCIES PRIOR UDE GROW. A2-ASSEMBLY ®� It aM 1
TO KONC BUILDING DEPARTMENT PHONE NO: (131)97 3182 a►1.N".: -+S
1 ALL EXISTING ARTERIALS TOREMAA WHICH ARE[I[IMAGED OR OTHERWISE !RA_. lO A y! b
OSTNON BY THE CONTRACTORS OPERATIONS SHALL BE PATCHED OR EXISTING SIGNAGE AREA TO BE REMOVED:42.0 SO FT AY T
REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS,SOTWT THE NEW NONAGE AREA TO BE ADDED: 18A 50 FT :,!!'�B .�" ,�,R
REPAIR 6BPERCEPTBLE. aim O i E
1.DURING THE COHSE OF CONSTRUCTION,IF THE CONTRACTOR UNCOVERS PROJECT ADDRESS: 1W TNENTYNNTHR CT _
ANY CODE N ATOM KNOWN TO HIM OR ANY DISCREPANCY WITHIN: CIWLLOTTEBNLIE VA 22D1 ``�� w 4.
DESIGN,CONTRACTOR SHALL NOTIFY THE ARCHBTECT OF SUCH I L
NAERATELY. 111111.1: �A.
5.CONTRACTOR SHALL ASSEMBLE THE AND INSTAU MATERIALS/PRODUCTS IN A- - +�
STRICT ACCORDANCE WITH THE WRVS RECOMMENDATIONS AND -.
IDUST OBJJASSOCIATION STANDARDS, MENU BOARD 42 SO FT a
S.CONTACT ARCHITECT AND COORONATNAUDMR1MM ANY ADDITIONAL VICINITY MAP(NTS)
SPECFIGTIONS NOT SPECIFIED HEREIN ANDER CLARIFICATIONS EXISTING MENU BOARD TO BE REPLACED
REGARDING THE CONTRACT DOCUMENTS. NOT TO SGIE
T.NO CURRENT SURVEY WAS PERFORMED,TIE CONTRACTOR SHALL NOTIFY .T
TIE ENGINEER IMMEDIATELY.IN WRITING,OF ANY DISCREPANCIES OR
OMISSIONS TO THE TOPOGRAPHIC INFORMATION.THE CONTRACTOR(S) Q '1/ �� I n
SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION NORTH ' S
(HORVONTAUVERNCALI OF ANY BURIED CABLES CODUITS,APES.AND PWJ -
STRUCTURES(STORM SEWER SANITARY SEWER WATER.GAS.TELEVISION. SITE) •" - .. -. S e
TELEPHONE ETC.)WHICH IMPACT THE CONSTRUCTION SITE.TIE A ML A
CONTRACTORS)SHALL NOTIFY THE OWNER AND ENGINEER IN WRITWG IF
ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUALCONI0ONS NIL we
ANY Coates -
VERSUSTHEDATACONTANEDNTHECONSTRACTION BANS.ANY COSTS ' I _ _
INCURRED AS THE RESULT O NOTCONFBA.G THE ACTUAL LOCATIONIctil
E N'k.T .•�
(HORIDDNTALNERTIGL)OF MO CABLES.CONDUITS.FEES.MD 2y COFFEE '4'"
STRUCTURES SHALL BE BORNE BY TIE CONTRACTOR ADDITIONALLY,THE �i�RPI1 L,.W ARCHITECTS,PC
IM.,,
CONTRACTORIS)SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IF 1317E utht EPA.SMIe 200
ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION C.___PTMM�RA 2
DOCUMENTS(FUEL WHICH NEGATIVELY IMPACT TIE PROJECT.THE 1S+�
ENGINEER AND OWNER SHALL BE I CEMNPED OF PROBLEMS ARDOR COST III
WATCH MAY RESULT FROM THE CONTRACTORS FAILURE TO NOTIFY THE ON ON.
ENGINEER MO GARNER
8.IT IS STRONGLY RECOMMENDED TINT NOONTW TGALS SEMEN-OF - I. 1%'�-y
ALL KED BE SIGNED PRIOR TO RECEIVING NO THOROUGHLY REVIEWING / PRE-BROWSEemu IMSR
ALLAPPROVALS FROM ALL REGULATORY AUIHIORIIES HAVING
/ PRE-BROWSE MENU BOARD 8.8 SO FT MENU
SO BOARD Al ILA MU
JURISDICTI011 AVERTS PROJECT.
NEW MENU BOARDS AND PRE-BROWSE BOARDS R d19" G
SITE NOTES NOT TO SCANSIONS --E �(/ \J`/ DWL `
//
I.ALL NIE SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE \ ` L
2 BASES,ANCHOR BOLTS.CONDUIT,NO WRING FOR ALL SIGNS ARE BYTE `
GEIER..CONTRACTOR `
1 BASESG MENU BOARDS AND PRE-SELL BOARD TO BE ROAMED FROM
AD DISPOSED OF OFFSITE, F G BASES FOR MENU BOARDS `
CAPEDPRESELL PREVENT
PROTECTEDOIST FROM DAMAGE.CONDUITS TO BE `
I c7:: :)
CAPPEDTOPREVERT MOISTURE ENDINCE.
UTILITY NOTES
T.ALL ELECTRICAL/CONDUIT RUNS ARE SCHEMATIC ONLY.CODUIT SAES AND
ROUTING FRONDED BY BAILIWICK AREA OF WORE \
2 IT SHALL BE THE SIGN INSTALLER'S RESPONSIBILITY TO ENSURE THE
PROPOSED SRN LOCATION DOES NOT INTERFERE WITH MY MIFFED ED AND «
COCCI.ES MTH ALL APPLICABLE CITY CODES.SIGN INSTALLER SWILL ALSO
OBTAIN APPROVN FROM THE APPROPRIATE ENTRES PRIOR TO INSTALLING1
TIE SIGN OVER AE1 EISTNG EASEMENTS.
8.REFER TO THE BOLDING ELECTRICAL DRAWINGS FOR UTILITY SERVILE I S/ 1 I ®I
ENTRANCE LOCATIONS,SIBS,AND CIRCUIING I L/ L
yV
DEMOLITION NOTESI ( El5_.1111
1.CONTRACTOR IS RESPONSBLB FOR THE REPAIR OF ANY DAMAGE TO ` /� \\ 1 Q �p
EXISTING IMPROVEMENTS DURING CONSTRUCTION,SUCH AS,BUT NOT I CO
LIMITED TO.DRAINAGE LMLITES,PAVREM,,STRIPING,CURB,ETC,
L
REPAIRS SHALL BE KARL TO OR BETTER THAN EXISTING CCNOTIONS, �TING BUILDING _� �>
2.ALL WORK ON THIS RAN SHALL FIE DOE IN STRICT ACCORDANCE WITH SITE p T/J
wORK SPECIFICATIONS.
3.CONTMCTOR SHALL COMPLY TO THE FULLEST WENT WITH THE LATEST TO RV)STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING
TO
JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. / C
CONTRACTOR SHALL USE SUPPORT SYSTEMS.SLOPING,BENCHING OR O gg
OTHER MEANS OF PROTECTION INCLUDING BUT B NOT LIMITED TO.ACCESS gl 0
AND EGRESS FROM ALL EXCAVATION AND TRENCHING.CONTRACTOR IS ION 8.1
F RESPONSIBLE TO COMPLY WON PERFORMANCE CRITERIA FOR OSHA Q 2
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC :—_
�)f
DURING CONSTRUCTION,INCLUDING BLR NOT LIMITED TO CONSTRUCTION
9 FENCING.BARRICADES,SIGNAGE,ETC.
S CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MUTES AND NOTIFYING
SHE APPROPRIATE UTIITY COMPANY PRIOR TO BEGNMID CONSTRUCTION _
6 CONTRACTOR SHALL VEAFY HORIZONTAL AN)VERO'.LL LOCATION OF ALLEXISTING OOLTES PRIOR TO CONSTRUCTION, CATE
SCOPE OF WORK __ I I I I I I I I I I 01 I I I ML®R Aoe
,m
REMOVE EXISTING MENU BOARDS AND CAR OCHRE PER SITE NOTES.WALL
MEW MENU BOARDS AND ALLREONED CONDUIT AND WPM.REFER TO
- MANUFACTURERS BOARD PUBLISHED NSTALLADONNSINICROHS. SITE PLAN
y EXISTING OVERALL SITE PLAN D� AND NOTES
i NORTH C 1 4 0
® M,.®1,�
SITE PLAN LEGEND SITE PLAN KEY NOTES ELECTRICAL PLAN NOTES CONDUIT PLAN KEY NOTES
NEW DUAL PANEL OUTDOOR DIGDP1 MENU BOARD-1T.6SO.FT
may// 1 REMOVE EXISTING MEMUBOB BEE RDS NOTE A3 I. INTENT OF DESIGN:DISCONNECT POWER ANO DATA FEEDS FROM EXISTING PRIMARY AND SECONDARY MENU 1 OIE SIC PVC CONWR(Wt2,14I30MB.14121G)
❑ O FROM PANEL CP TO}BOX
BOARDS FOR RECONNECTION TO NEW DIGITAL MENU BOARDS. CIE yM'PVC CONWR(2412,11LL112 GRP.14121G)
I:EXISTING CCOICANOPY AND DETECTOR LOOP TO REMAIN 2. EXISTING FEEDS:F U LQ PRACRCAL AND POSSIBLE CONTRACTOR TOEEXISTNGPUUXBOXES,UNDERGROUND Q FTy y�XTOLWEI PRESE BOHm
CONDOR AND WIRING FEEDING EASING TO BE DEMOLISHED MEMU BOARDS FOR NEW MENU BOARDS OR PROVIDE -
/,� DUAL PANEL MENU FARO.REFER TO STRUCTURAL SHEET FOR FOOTING NEW AS BROWN OIE SC PVC CONWR(2-N2,1412 GRID.14121G)
tEV/3NGLE PANEL OUTOOdt OIOTPL PRE-SELL BORN-AB 50.FT. U//�, ❑NFORMITNN. _ J, REUSE DR EXISTING BRANCH CNWRB:CONTRACTOR TOO LQE EXISTING BRANCH CIRCUITS(COMMONLY TWO O FROM}80X TOWJE I MENU BOARD
�V O SINGLE PANEL MENU BOND,REFER TO STRUCTURAL SHEET FOR BRANCH CIRCUITS) O NOT IN USE
FOOTING INFORMATION.
FORMATION. NOTED CIRCUIT NUMBERS DERIVED FROM EXISTING PANEL DIRECTORY INSERTS,CONTRACTOR TO FELD VERFY
EXISTING MENU BOARD TO BE REMOVED \-(•)-/ ❑6 EXISTNG SIMAGE TO REMAIN ANDUTILIIE EXISTNG BRANCH CIRCUITS FEEDING THE PRPAARY(BRANCH CIRCUIT 1)AND SECONDARY(SEARCH WE 2.PVC CONCUR(CATS DATA CABLES)
CIRCUIT 2)MENU BOARDS AND PRE-BROWSE BOARDS. FROM BUILDING TO LANE 1 MENU BOARD
5. COORDINATE ALL CONDUIT ANO CIRCUITING SIZE REQUIREMENTS WITH MANUFACTURERS NSTALLREWIREMENTS CITE 1'PVL LONWR(GTe DATA GBLES)FROM
I�Y 6, ALL NEW PULLBOXES I HANDHOLDS SHALL BE A MINIMUM OF TER 6 OMaTES BOX OR APPROVED EWAL. OO LAME I MENU BORN TO LANEIT PRESELL BOON
FASTING CUSTOMER ORDER DIBMY(ORDER POINT) ® �.:7-L-T7 T. PROVIDE DEDICATED FEUTRAL FOR ALL CRCURS,NO SHARED NEIAMLS ALLOWED.
rr Q/ NOT IN USE
SPEAKER ONLY SPEAIO:RWI CANOPY
Bp NOT N USE a�M
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0 ANCHOR BOLT,NUT AND WASHER NOTES: GENERAL NOTES:
I. TOP OF PHIS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ON TOP R FOUNDATION, I. THE FOLLOWING CODES WERE USED IN DESIGN-
2015 VRGINIA UNIFORM STATEWIDE BUILDING CODE.IBC 2015 AND ASCE(20101.
y Sa MAX. 1 NOTE:ELECTRICAL 2. USE FI554 GRADE 36 BOLTS MNMUM.
CONDUIT NOT 2. STRUCTURAL LOADINGS:
SHOWN FOR 3. USE HOT-DIP GALVANIZED BOLTS IN ACCORDANCE WITH ASTM A-123. V ND:
SIGNAGE FRAME. I
CLARITY. WIND(3 SECOND GUST)................_.........__.....__-16„,V .115 MPH
COORD.WISUPPLIER 4. ANCHOR BOLTS TO BE SET IN ACCORDANCE WIN MSC CODE OF STANDARD PRACTICE. V.,•90 MPH `S
SEE TYPICAL EXPOSURE.....................................................................C
5. ANCHOR BOLTS.NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/UGHTING RISK CATEGORY. II 'i
CONNECTION DEAR BASE PLATE PRONGED
w MANUFACTURER. WIND BASE SHEAR....................................._...............V•-400 L85(PRE-SELL BOARD)
BY SIGN AUNUf. VE•700LAS(MENU BOARD)
FINISH GRADE COORD. _
W/CML DWGS. TOPSLOPE TO SHED 6. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF FRAME, HEAVY I6'HEX SISMIC:
�1SEISMIC IMPORTANCE FACTOR6)....._.........................10 m
WATER TOP NUT(GALA.)
MAPPED SPECTRAL RESPONSE
ONSE ACCELERMIONS.39......D.2100
I_I NOTE:'DIMENSIONS SHALL BE 1111 SH......AA69p F
VERIFIED WITH SIGN FRAME PLATE 'III. DESIGN SPECTRAL RESPONSE ACCELERATIONS o
.°.O' OI�1� �`/ ' AND BASE PLATE PRIOR TO WAS (GALA.) _ Rn SpH....A.110p
AT+�� � �II CONCRETE PLACFMEM. 1-1 SITE C1A53.._.............._.... D
NT I31-B71F5 N ME TON _....................._...__...._...........
SEISMIO DESIGN CATEGORY...................................._......D
TH0R/FAFTER0/C ELECTRICAL I SEISMIC RESPONSE COFFFICIBRT)CF)..............................0.061
CONDUIT �Y•
COMPONENT RESPONSE MODIFICATION FACTR(RF).3.5
•
11�I®� HEAVY MIX SEISMIC DESIGN FORCE IFI..............................................0.01 KPS;PRESELL BOARD)
0.03 KIPS 161'r'O ANCHOR BOLTS LEVELING NUT FROST DEPTH......._.................. ..................._7a MENU BOARD)
M
N145 VERT.RE NF. D 3. ALL FOOTIN_ (DALY.)
G EXCAVATIONS ARE TO BE AFAR R WATER AND FOREIGN MATTER BEFORE PLACNG CONCRETE.
EQUALLY SPACED ±!E
I� AROUND STIRRUPS ' A. PRESUMPTIVE MNIMUM AILOWABIF ULERAL SDI.BEARNG PRESSURE Ikl OF I50 PSF.CONTRACTOR SHALL°f �'0 HOT CIO GALA, F7 HIRE A GEOTECHNICAL ENGINEER TO CONFIRM AN ALLOWABLE BEARING PRESSURE ISO R 15E0 PSF ANDL7 `;I� ANCHORWLR R+ SHALL SUNMGEOTECHNICAI REPORT TOARCHRECT AND STRUCTURAL ENGNEEROFRECRD.ALLOWABLE RRMM
. A. FOUNDATION. a L11� BEARING PRESSURE SHALL BE VERIFIED PRIOR TO CONCRETE PLACEMENT. ARCHITECTS,PC
SEE ELEVATION .6 j( 'PLATE
�;` I I 11,
5. FOUNDATION SHALL NOT BE PLACED ON OR AT THE TOP OF A SLOPE EXCEEDING3:1 WITHOUT EVALUATION BY 1317 EmWMe BM.Sub 200
A PROFESSIONAL LICENSED IN THAT STATE.DO NOT PLACE FOUNDATION N FILL MATERIAL. �ik9,VAS
6i CO.ELR. HEADED /4'
ANCHOR BOLT 6. DEPTH OF PIER FOUNDATIONS MAY BE LOWERED IF NEEDED TO OBTAJN LOCAL FROST DEPTH ELEVATIONS OR IF
DIAMETER REQUIRED DUE TO POOR SOIL CONDITIONS.VERIFY FROST DEPTH ELEVATIONS WIN LOCAL BUILDING CODE p �6•TB BAF
ANCHOR BOLT DETAIL oFFICAL. of 40
FOUNDATION ELEVATION (PRE-SELL BOARD) trip, TYPICAL ANCHOR BOLT PATTERN NOT TO SCAT/ 7. ELECTRICAL CON RAC OR TO PROVIDE INPORMATIONON CONDUIT AND ELECTRICAL REQUIREMENTS AND �il
0.. I.••1'a CONTRACTOR(INSTALLER)SHALL COORDINATE PLACEMENT TO MAMAN 2'CLEAR TO ANCHOR BOLTS. , •yL1
. i
DOUBLE NUTS)GALA.) 8. COORDINATE LOCATIONS OF SIGNS AND FOUNDATIONS WITH SITE PLAN_ AIa99
NOTE COORDINATE CONDUIT PLACEMENT NUDE SIGN TIGHTEN TOP NUT L TURN
COLUMN PRIOR TO CONCRETE PLACEMENT. BEYOND HAND-TIGHT 9. CONTRACTOR SHALL CDT EXCESS SONOTUBE FROM AROUND THE PERIMETER OF THE PER FOUNDATION AFTER
(TURN OF NUT METHOD) PLACEMENT OF BOARD(PRIOR TO LEAVING SITE).
III IN)-QXAIP SLOTS 9.B H34M.20' (MIN 60°.MA%80•I`,SII
FABRICATED STEEL FIAT WASHERS )III 10. CONRACTOR SHALL NOT DEVIATE FROM STRUCTURAL DRAWING WITHOUT PRIOR WRITTEN CONSENT AND
Sa MM_(. PON AATlPRN�� �` COL.PER SIGN _�Y Fn i INSTRUCTIONS REGARDING ANY CHANGE TO THE CONTRACT DRAWNGS.ANY DEVIATR FROM THIS DESIGN
f MANUF. /////%%///// [f OR FROM ANY PART OF THIS DRAWNG WITHOUT PRIOR WRITEN CONSENT OF THIS ENGNEER SHALL VOID ALL
- I_PM &A LIABILNY ASSOCIATED WRII THIS WORK.
+ ~ '� 1C 11 SPECIAL INSPECTION IS NOT REQUIRED FOR THE SIGN FOUNDATIONS
SIGNAGE FRAME q • ®���p' CONCRETE NOTES:
COORD.W/ FP ,E (F.
® LEVELING NUT
SUPPLIER ♦ \ I. All FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL
COORD.HOLE N L NOTE:111E DISTANCE ROM THE TOP
SEE TYPICAL BASE RLATT W/ 'S(HICK STEELCOMPACTED TO 95'A OF ITS TTCHNIM DRY DENSITY AS PER AVM D698(STANDARD PROCTOR)UNLESS NOTED
CONNECTION ELECT.CONDUITS BASE PLATE PER OF THE FOUNDATION TO THE OTHERWISE.A LICENSED GEOTECHNICAI ENGINEER SHALL CONFIRM SCA CAPACTIY PRIOR TO CONCRETE
DETAIL (COORD.W/ MANUF, BOTTOM OF THE BASE PLATE PLACEMENT.
R BASE PLATE PROVIDED SIGN PROVIDER) IA"' SHALL BE NO GREATER THAN T.
I. FINISH GRADE,COD. 2. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.VERIFY WITH LOCAL BUILDING
� BY SIGN MANUF.
W/CML DIGS. I I PER.MANUF. OFFICIAL.
_ _ SLOPE TOP TO SHED TYPICAL BASE PLATE DETAIL TYPICAL CONNECTION DETAIL 3. TOP OF PIERS SHALL BE SLOPED SUCH MAT MOISTURE CANNOT ACCUMULATE.
WATER
>•� NOT TO SCALE NOT TO SCALE V•"
A. ALL CONCRETE CONSTRUCTION SHALL BEN ACCORDANCE WITH AO 301 STRUCTURAL CONCRETE FOR J
•
BUILDINGS"AND ACI 318'eUIIXNG CODE REQUIREMENTS FOR REINFORCED CONCRETE..III �✓ STEEL NOTES:
5. AALLG OF DR DAYS
U CONCRETE WILESHALLF ATTMN AN ULTIMATE COMPRESSIVE STRENGTH I1c1 OF 3000 PSI AT AN F
• I. RENFORCEmENT:GRADE 60. AGE OF 28 DAYS UNLESS OTHERWISE NOTED. 8 N€�E (3)-M3 TIES IN THE TOP '
y . Ill . Y O/C,ICI O/C 2. NUTS:A563DH R A/94-2H. 6. ALL REINFORCING STEEL SHALL BE ASTM A 615,GRADE 60 DEFORMED BARS.UNLESS OTHERWISE NOTED. d
THEREAFTER R y
3. WASHERS:ASTM F-436. 7. CONCRETE PROTECTION FOR RBNFORCNG AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL -
(1)�'0 ANCHOR BOLTS BEN ACCORDANCE WITH THE'THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS'IACI
3,AW •• A, ANCHOR BOLTS:ASTM FI55/.GRADE 76 HOT-DP GALVANIZED IN ACCORDANCE WITH ASTM A-123. 318). 1T5
i V CLE (41-41S VERT.RENF. C
S. All HARDWARE SHALL BE HOT-DIP GALVANIZED UNLESS OTHERWISE NOTED, B. ALL EXCEED
06 CAST-IN-PLACE CONCRETE SHALL BE ARENRMNED TO 6%I+IKfL).WATER/CEMENT RATIO SHALL NOT Q xl
EQUALLY SPACED IXCg � 0
1.-- • gr AROUND STIRRUPS 6. ANCHOR ROOS.NUTS,AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. V
A COORDINATE WITH MANUFACTURER. 9. THE MINIMUM CONCRETE COVER FOR THE PROTECTION R REINFORCEMENT SHALL BE AS NOTED.
• NOTE ELECTRICAL7. NO HELD HEATING TO BEND STEEL SHALL BE ALLOWED. IC.BEFORE PLACINGLL NG CONCRETE A EMBEDDED ITEMS SMALL BE PROPERLY PULED.ACCURATELY POSIT10NED.
I./ CONDUIT NOT AND MAINTAINED SECURELY IN PLACE NO'WET SETTING IS ALLOWED.
I, • SHOWN FOR B. DO NOT CUT ANCHOR BOLTS AFTER IE0TALI,UTION OF POLE
CURVY. I I. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM CJ3IHARpROCXJ.
'A DRAWINGS9. REFER TO SIGN MANUFACTURER AND INSTRUCTIONS FORADDITIONAL NFORMAM7N. INIE WW1
12.PORTLANDCEMENT SHALL BE TYPES FOR ALL CONCRETE CONFORMING TO ASTM CI50.LOW ALKALI.
I0.CONTRACTOR(INSTALLER)IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSRE DOWN MR
TO' SAFETY. 13.FLY ASH OR OTHER POIIOLANS CONFORMING TO ASTM C618 CLASS N R F MAY BE USED AS A PARTIAL
T
DIAMETER I I. STRUCTURAL SIR FRAME AND BASE PLATE DETAILS ARE PROVIDED BY SIGN MANUFACTURER.COORDINATE ALL F THE MIX DESIGN IS SUBSTITUTION FOR PROPORTONED PER ACI3 I8.SECTIOTLAND CEMENT UP TO A MAXIMUM N .CONTRACTOR S25%TOTAL HALL FORWARD DESIGN MET S MATERIALS BE TO R •
ATTACHMENTS OF SIGN WITH MANUFACTURER. ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
FOUNDATION ELEVATION(MENU BOARD) B PRE-SELL/MENU
Donald L.Broyles,
1'-I'a 1 SID 16 CONCRETE WRING OPERATIONS.FTC.SHALL CONFORM TO ASTM C94. ,P.E.
BOARD
IS.DO NOT USE ANY CONCRETE OR GROUT CONTARING CHLORIDES.WATER /i ;°B,° `"" FOUNDATIONS
USED IN MIX SHALL BE CLEAN AND POTABLE. �n_I a-�••....66.21116
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