c ity of rale gh · 2019. 10. 31. · s tr e moore square h is to r cd (hod-g) aplic nt: c ity of...

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E MARTIN ST

S BLO

UNT S

T

E HARGETT ST

S WILM

INGT

ON ST

MARKET PLZ

EXCHANGE PLZ

This document is a graphic representation only, created from the best available sources.

The City of Raleigh assumes no responsibility for any errors, or misuse of this document.

City of RaleighCity of Raleigh

±0 50 10025 Feet

038-17-CA233 S WILMINGTON

STREETMOORE SQUARE

HISTORIC DISTRICT (HOD-G)

APPLICANT:CITY OF RALEIGH

Nature of Project: Install video displays on new bus shelter canopy structures within the GoRaleigh Station.

Minor Work Approval (office use only)

Upon being signed and dated below by the Planning Director or designee, this application becomes the Minor Work Certificate of

Appropriateness. It is valid until _____________________. Please post the enclosed placard form of the certificate as indicated at

the bottom of the card. Issuance of a Minor Work Certificate shall not relieve the applicant, contractor, tenant, or property owner from

obtaining any other permit required by City Code or any law. Minor Works are subject to an appeals period of 30 days from the date

of approval.

Signature (City of Raleigh) ______________________________________________ Date ________________________

TO BE COMPLETED BY APPLICANT TO BE COMPLETED

BY CITY STAFF YES N/A YES NO N/A Attach 8-1/2" x 11" or 11” x 17” sheets with written descriptions and drawings, photographs, and other graphic information necessary to completely describe the project. Use the checklist below to be sure your application is complete.

Minor Work (staff review) – 1 copy

Major Work (COA Committee review) – 10 copies

1. Written description. Describe clearly and in detail the nature of your project. Include exact dimensions for materials to be used (e.g. width of siding, window trim, etc.)

2. Description of materials (Provide samples, if appropriate)

3. Photographs of existing conditions are required. Minimum image size 4” x 6” as printed. Maximum 2 images per page.

4. Paint Schedule (if applicable)

5. Plot plan (if applicable). A plot plan showing relationship of buildings, additions, sidewalks, drives, trees, property lines, etc., must be provided if your project includes any addition, demolition, fences/walls, or other landscape work. Show accurate measurements. You may also use a copy of the survey you received when you bought your property. Revise the copy as needed to show existing conditions and your proposed work.

6. Drawings showing existing and proposed work

Plan drawings

Elevation drawings showing the façade(s)

Dimensions shown on drawings and/or graphic scale (required)

11” x 17” or 8-1/2” x 11” reductions of full-size drawings. If reduced size is so small as to be illegible, make 11” x 17” or 8-1/2” x 11” snap shots of individual drawings from the big sheet.

7. Stamped envelopes addressed to all property owners within 100 feet of property not counting the width of public streets and alleys (required for Major Work). Use the Label Creator to determine the addresses.

8. Fee (See Development Fee Schedule)

PAGE 3 OF 3 WWW.RALEIGHNC.GOV REVISION 08.29.16

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http://www.raleighnc.gov/

http://www.raleighnc.gov/content/BoardsCommissions/Documents/RHDC/COAReviewList.pdf

http://www.raleighnc.gov/content/BoardsCommissions/Documents/RHDC/COAReviewList.pdf

http://www.raleighnc.gov/content/BoardsCommissions/Documents/RHDC/COAPaintSchedule.pdf

http://www.raleighnc.gov/content/BoardsCommissions/Documents/RHDC/COAPlotPlanSample.pdf

http://maps.raleighnc.gov/PlanMailList/

http://www.raleighnc.gov/content/extra/Books/PlanDev/DevelopmentFeeSchedule/

victorj

Text Box

GoRaleigh East Side Hargett St

victorj

Text Box

GoRaleigh East Side Martin St

victorj

Text Box

GoRaleigh West Side Hargett St

victorj

Text Box

GoRaleigh West Side Martin St

NEW RESTROOMS

NEW GO RALEIGH STATION

NEW ELEVATOR SHAFT

NEW STAIRS

EXISTING DECK TO REMAIN

SITE PLAN1" = 20 ft

1

A102 0 10 30 FT

E. HARGETT STREET

E. MARTIN STREET

S. B

LOUN

T ST

REET

S . W

ILMIN

GTON

STR

EET

1A201

EXISTING PARKING DECK

EXISTING PARKINGDECK

EAST PORTION OF EXISTING ELEVATOR SHAFT TO REMAIN - SEE CIVIL & STRUCTURAL DRAWINGS

7A405

PATCH COLUMN SURROUND & WALL ABOVE WITH SALVAGED BRICK, AT LOCATIONS WHERE EXISTING STAIR HAS BEEN REMOVED. IF EXISTING BRICK CANNOT BE SALVAGED, CONTRACTOR TO PROVIDE NEW BRICK TO MATCH EXISTING

NNA/MPY MPY/SDS

CONSTRUCTION DOCUMENTS

2.24.16

WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42"

drawn by checked by

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key plan

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SITE PLANARCHITECTURAL

A102

STRUCTURAL STEWART ENGINEERING, INC421 FAYETTEVILLE STREETSUITE 440RALEIGH, NC 27601

CITY OF RALEIGH

GoRaleighTRANSIT STATIONRENOVATION214 SOUTH BLOUNT STREETRALEIGH, NC 27601

434 Fayetteville Street, Suite 1500, Raleigh, NC 27601919.836.4040

173562A

ARCHITECTCLEARSCAPES311-200 W. MARTIN STREETRALEIGH, NC 27601

LANDSCAPE ARCHITECT SUSAN HATCHELL LANDSCAPE ARCHITECTURE, PLLC711 W. NORTH STREETRALEIGH, NC 27603

MECHANICAL, ELECTRICAL AND PLUMBINGENGINEERED DESIGNS, INC.1151 SE CARY PARKWAYSUITE 200CARY, NC 27518

SITE UTILITIESMA ENGINEERING CONSULTANTS, INC..598 EAST CHATHAM STREETSUITE 137CARY, NC 27511

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10.28.2015

Project

Client

Item

GoRaleigh

Moore Square Station

Display Mounting Height

Date

CheckedDrawnKCSC

02.02.2017Sheet

1.0

ApprovedDateRev Description

COPYRIGHT REDMON GROUP INC 2017ALL RIGHTS RESERVED

211 North Union St.Suite 350

Alexandria, VA 22314

Voice: (703) 838-5461Fax: (703) 838-2161

www.redmon.com

7'-8

"

SunBriteTV SB-4217HD3ft. 3.31in. X 1ft. 11.41in.

1'-5

3/4

"

9'-0

"

8'-0

"

2/2/170.1 Initial Drawing

1'-0"

Scale

½” = 1'

2/2/170.2 Added Scale and details

NNA/MPY MPY/SDS

1 6/9/16REVISED CANOPY & SCREEN ELEVATIONS

CONSTRUCTIONDOCUMENTS 2.24.16


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TYPE ASCREEN WALL -

A706


CITY OF RALEIGH



173562A


LANDSCAPE ARCHITECTSUSAN HATCHELL LANDSCAPE ARCHITECTURE, PLLC711 W. NORTH STREETRALEIGH, NC 27603



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ELEVATION - SCREEN WALL3/16" = 1'-0"

1

A706

TOP OF STEEL336.49'

TOP OF STEEL337.33'

PERFORATED METAL SCREEN BEYOND

4-SIDED ACRYLIC LIGHTBOX CAP

EXISTING PARKING DECK STRUCTURE

VIDEO MONITOR, TYP. - EQUIPMENT & INSTALLATION BY OTHERS - LOCATION TO BE DETERMINED BY OWNER

A4 A3 A2 A1 A1 A1

A1 A1

PERFORATED METAL PANEL SCREEN

TUBE STEEL SUPPORTS

20'-0" 20'-0" 20'-0" 20'-0" 20'-0"20'-0"28'-0"16'-0"

TOP OF STEEL338.34'

LAMINATED GLASS CANOPY

CUSTOM PATTERN, POWDERCOAT - SEE SHEET A713 FOR DETAILS

EXISTING ROOF DRAIN LEADER TO REMAIN

4A

700

MATCH LINE: 3/A706

4A

706

TOP OF SCREEN337.17'

1'-0"

1'-0"

SECTION - SCREEN WALL3/4" = 1'-0"

4

A706

EXISTING GUARDRAIL TO REMAIN

NEW CONCRETE SIDEWALK - SEE CIVIL DRAWINGS

PERFORATED METAL PANEL SCREEN - PERFORATION PATTERN TO BE 1/8" ROUND ON 1/4" STAGGERED CENTERS

1'-6

"2"

4'-0

"2"

1'-6

"


PERFORATED METAL PANEL SCREEN - PERFORATION PATTERN TO BE 1/8" ROUND ON 3/16" STAGGERED CENTERS. CUSTOM GRAPHIC, POWDERCOAT - SEE SHEET A713 FOR DETAILS

4-SIDED ACRYLIC LIGHTBOX CAP, AS PER MANUFACTURER

STEEL PLATE - SEE STRUCUTRAL DRAWINGS

HSS 5X3 STEEL COLUMN - SEE STRUCTURAL DRAWINGS

TOP OF SCREEN WALLVARIES - SEE ELEVATIONS

ELECTRICAL CONDUIT - SEE ELECTRICAL DRAWINGS

1'-0"

CLR.

6"

PLAN - SCREEN WALL3/16" = 1'-0"

2

A706

EXISTING MASONRY COLUMN

EXISTING MASONRY COLUMN, TYP.

EDGE OF CANOPY ABOVE

EDGE OF CURB

16'-0"

A4

TUBE STEEL SUPPORT, TYP.

SEATING, TYP. - SEE LANDSCAPE DRAWINGS

4'-0"

TYP.

EDGE OF PARKING DECK ABOVE

PERFORATED METAL PANEL SCREEN, TYP.

3'-0"

28'-0"

A3

20'-0"

A2

4'-6" 3'-6" 3'-6" 4'-6"

EXISTING ROOF DRAIN LEADER TO REMAIN

1'-0

" C

LR.

20'-0"

A1

20'-0"

A1

20'-0"

A1

20'-0"

A1

20'-0"

A1

5A712

4A712

ACRYLIC LIGHTBOX CAP ABOVE

3/A713

3A/A

713

2/A713 1/A713

1A/A

713

3'-1 1/2"

VIDEO MONITOR ABOVE, TYP. - EQUIPMENT & INSTALLATION BY OTHERS

MATCH LINE: 5/A706

1 - CAPITAL 2 - FALLS OF NEUSE 3 - GLASCOCK4 - REX HOSPITAL

5 MIN 4 MIN15 MIN15 MIN

12:1512:1512:3012:30

5 - BILTMORE HILLS 6 - CRABTREE 7 - SOUTH SAUNDERS7L - CAROLINA PINES

15 MIN15 MIN 5 MIN 4 MIN

12:3012:3012:1512:15

8L - SAWMILL10 - LONGVIEW11 - AVENT FERRY11L - BUCK JONES

30 MIN 4 MIN15 MIN 2 MIN

12:4512:1512:3012:15

ELEVATION 3/16" = 1'-0"

3

A706


NEW GO RALEIGH FACILITY BEYOND

NEW PERFORATED METAL COLUMN WRAP WITH CUSTOM GRAPHIC, POWDERCOAT. SEE 3/A712, 4/A713 & 5/A713

SCREEN WALL - SEE 1/A706

MATCH LINE: 1/A706

NEW GO RALEIGH FACILITY BEYOND

NEW LAMINATED GLASS CANOPY & WINDBREAK - SEE 1/A709


EXISTING CONCRETE COLUMN, TYP.

BOTTOM OF PANEL331.3'

PLAN 3/16" = 1'-0"

5

A706


NEW WIND BREAK - SEE 3/A709

NEW PERFORATED METAL PANEL SCREEN WALL - SEE 2/A706

20'-0"

3A712

3A712


EXISTING MASONRY COLUMN WITH NEW PERFORATED METAL COLUMN WRAP

20'-0" 28'-0"

EDGE OF CURB

RETAINING WALL - SEE LANDSCAPE DRAWINGS


16'-0"

MATCH LINE: 2/A706

5/A713 4/A713

D

A

B

C

A

B

C

D

1

1

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1 6/9/16REVISED CANOPY & WIND BREAK ELEVATIONS



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TYPE BWIND BREAK -

A707


CITY OF RALEIGH



173562A





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ELEVATION - WIND BREAK3/16" = 1'-0"

1

A707

TOP OF WIND BREAK336.5'

TOP OF STEEL338.25'



B1

TUBE STEEL SUPPORTS

TOP OF STEEL337.0'


LAMINATED GLASS WITH 1/8" DOT SILKSCREEN, 20% COVERAGE

B1 B1B1 B1 B1

TOP OF STEEL339.5'

B1

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 28'-0" 16'-0"


TOP OF WIND BREAK335.5' TOP OF WIND BREAK

334.5'5-SIDED ACRYLIC LIGHTBOX CAP

4A

701

3A

701


2

A707

TOP OF STEEL339.5'

EXISTING PARKING DECK STRUCTURE BEYOND

STEEL COLUMN

B1

TOP OF STEEL337.0'

16'-0" 28'-0"

20'-0" 20'-0" 20'-0"



TUBE STEEL SUPPORTS

1/2" STEEL PLATE, TAPERED

20'-0" 20'-0" 20'-0"20'-0"

B1 B1 B1

B1 B1 B1

TOP OF STEEL338.25'



TOP OF COLUMN347.0'

TOP OF COLUMN349.5'

TOP OF COLUMN348.25'

4A

701

3A

701

PLAN - WIND BREAK3/16" = 1'-0"

3

A707



LAMINATED GLASS WINDBREAK

STEEL CANOPY COLUMN, TYP.


20'-0"

B1

CL

20'-0"

B1

20'-0"

B1

20'-0"

B1

20'-0"

B1

20'-0"

B1

20'-0"

B1EDGE OF PARKING DECK ABOVE

3'-0

"

TYP.

1'-0"5'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"




6'-0"6'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"6'-0"6'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"5'-0"



8'-0"

8'-9

1/2

"

4'-0"

2'-0

"

4'-0" 4'-0" 4'-0"1'-0"

EDGE OF CURB

1

1

1

1

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TYPE B & CWIND BREAK -

A710


CITY OF RALEIGH



173562A





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1

A710


TOP OF STEEL341.5'

WIND BREAK RETURN, TYP. - SEE ENLARGED PLAN

EXISTING BUILDING BEYOND


C1


20'-0" 20'-0"

TUBE STEEL SUPPORTS


STEEL COLUMN


C1


TOP OF COLUMN351.5'

20'-0" 20'-0"20'-0"

B3 B3 B3


TOP OF STEEL341.5'

TOP OF COLUMN351.5'


VIDEO MONITOR, TYP. - EQUIPMENT & INSTALLATION BY OTHERS

3A

703

3A

701

SIM

4A

701

SIM

3A

701

SIM

CL20'-0"

B3

20'-0"

B3

4'-0

"

TYP.

5'-0"4'-0"

4'-0"5'-0"

5'-0"4'-0"

4'-0"5'-0"

1'-0"

TYP.

5'-0"4'-0"

4'-0"5'-0"

20'-0"

B3

EDGE OF CURB








10'-9

"

7'-11"

EDGE OF EXISTING BUILDING, TYP.

7'-0" CLR.

MIN.


3

A710

CL

EDGE OF CURB




EDGE OF EXISTING BUILDING, TYP.


20'-0"

C1

20'-0"

C1

4'-0

"

TYP.

5'-0"4'-0"

4'-0"5'-0"

5'-0"4'-0"

4'-0"5'-0" 1'-0"

TYP.




6'-1

0"

10'-9

"

6'-0

" CLR

.

MIN

.


2

A710


TOP OF STEEL341.5'


SOLID PANEL AT BACK OF 4-SIDED ACRYLIC LIGHTBOX CAP


20'-0" 20'-0"

STEEL GUTTER

TUBE STEEL SUPPORTS


STEEL COLUMN



TOP OF COLUMN351.5'

20'-0" 20'-0"20'-0"

B3 B3 B3


TOP OF STEEL341.5'

TOP OF COLUMN351.5'

3" DOWNSPOUT AT COLUMN, TYP.

C1 C1

3A

703

3A

701

SIM

4A

701

SIM

3A

701

SIM

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1 6/9/16REVISED CANOPY & WIND BREAK ELEVATIONS



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TYPE B & CWIND BREAK -

A709


CITY OF RALEIGH



173562A





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1

A709


TOP OF STEEL341.75'

TOP OF STEEL343.0'



VIDEO MONITOR, TYP. - EQUIPMENT & INSTALLATION BY OTHERSC1


20'-0" 20'-0" 20'-0" 20'-0" 20'-0" LAMINATED GLASS CANOPY

TUBE STEEL SUPPORTS

B3 B31/2" STEEL PLATE, TAPERED

STEEL COLUMN


B3 B3

STAIRS & RETAINING WALL BEYOND - SEE LANDSCAPE DRAWINGS

TOP OF COLUMN351.75'

TOP OF COLUMN353.0'

4A

701

3A

701

3A

703


LAMINATED GLASS WITH 1/8" DOT SILKSCREEN, 20% COVERAGELAMINATED GLASS WITH 1/8" DOT SILKSCREEN, 40% COVERAGE

MASONRY RETAINING WALL, TYP. SEE LANDSCAPE DRAWINGS



NEW STAIRS - SEE LANDSCAPE DRAWINGS

4'-0

"

TYP.





EXISTING STAIRS TO REMAIN.SEE LANDSCAPE DRAWINGS

20'-0"

C1

20'-0"

B3

20'-0"

B3

20'-0"

B3

20'-0"

B3

3'-3"

6" C

LR.

5'-0"

CL


3

A709

EDGE OF CURB

1'-0"

TYP.

5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"6'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"4'-0"4'-0"5'-0"1'-0"




9"

1'-0"


2

A709


TOP OF STEEL341.75'

TOP OF STEEL343.0'



B3

3" DOWNSPOUT AT COLUMN, TYP.

20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

STEEL GUTTER

B3 B3


STEEL COLUMN


B3 C1

TOP OF COLUMN353.0'




TOP OF COLUMN351.75'4

A70

1

3A

701

3A

703

TOP OF WIND BREAK340.5''

1

11

1

11

1

1 1

1

1

1

1

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