Signage Drawing Package

5 MB Posted

Attached to
Construction of the McIntosh Academy High School E
Solicitation number
22-003
Issued by
Douglas County, Georgia

About this file

This Signage Drawing Package is a technical specification document prepared by Sky Design for the City of Griffin, Georgia, detailing the design and installation requirements for a comprehensive wayfinding sign system consisting of 39 signs to be placed throughout Spalding County and the City of Griffin. The project encompasses nine sign types: Primary Gateway signs, Secondary Gateway signs, Vehicular Directional signs, Pedestrian Information Kiosks, Building/Site ID signs, Trail Blazer signs, Parking ID signs, Regulatory signs, and Regulatory/Streetname signs. The drawing package includes detailed specifications for materials, fabrication methods, paint schedules, vinyl applications, typefaces, installation procedures, and structural requirements. The document specifies that all signage must comply with Georgia Department of Transportation requirements, including setback distances of 10 feet from right-of-way, engineer-verified structural components, and breakaway base details. The fabricator is responsible for field verification, permitting, shop drawing submissions, color and material sampling, mock-ups where required, and coordination with related trades before manufacturing begins.

The specifications establish strict requirements for materials and finishes, including AKZO NOBEL paint colors (P1 through P6), 3M vinyl applications (V1 through V4), Gotham typefaces, aluminum components with minimum wall thickness of 0.125 inches, and seamless construction with no visible fasteners unless specified in design intent. All hardware must be secured with Loctite or equivalent to deter vandalism, and aluminum components must be properly sealed to protect against decay and corrosion. The fabricator assumes full responsibility for signage integrity, engineering, field measurements, installation techniques, and performance. A five-year warranty is required covering all materials, adhesives, paints, and workmanship, with fading, cracking, peeling, delaminating, rusting, and structural failure constituting warranty failures. Installation specifications require compliance with federal, state, and city regulations, with the fabricator responsible for obtaining necessary permits and approvals prior to construction. Flood lighting from Stonco Lighting (two 150-watt HID bullet floodlights per primary and secondary gateway location) is required, with electrical coordination to be managed by the City.

Text of this file

The City of Griffin Contract Documents

09.12.12

55 Ivan Allen Jr. Blvd. NW, Suite 100 Atlanta, GA 30308

404.688.4702

Growing, TOGETHER

A B C

0.0 - 0.1

1.0 - 1.2

2.0 - 2.2

3.0 - 3.1

4.0 - 4.1

5.0

6.0 - 6.1

7.0 - 7.1

8.0

9.0 - 9.1

A B C D E F G H I

PAGE / SET SIGN TYPE DESCRIPTION

Drawing List

B id

D oc um en t - R ev

.1 2.

Drawing List Project Fonts, Materials, Finishes, Logos, etc Project Specifications Sign Location Plan Primary Gateway Secondary Gateway Vehicular Directional Pedestrian Info. Kiosk Building/Site ID Trailblazer Sign Parking ID Regulatory Regulatory/ Streetname

NEW DRAWINGS

ISSUED WITH CHANGES

NO CHANGES

OMITTED

A

30895.01

CITY OF GRIFFIN

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INDEX

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TYPICAL NOTES

- REFER TO DRAWING NOTES FOR MATERIAL THICKNESS AND/OR DIAMETER

UNLESS SPECIFICALLY NOTED IN THE FINISH SCHEDULE.

- BID ALTERNATE PRICING SHOULD BE INCLUDED ON BID SUMMARY FORM

IN THE CORRESPONDING BID ALTERNATIVE COLUMN.

ASSEMBLY SPECIFICATIONS

- ALL HARDWARE TO BE SECURED WITH LOCTITE OR EQUIVALENT TO

DETER VANDALISM.

FABRICATION SPECIFICATIONS

- SEAMLESS CONSTRUCTION; ALL SEAMS/WELDS TO BE FILLED, GROUND,

SANDED, AND FINISHED SMOOTH.

- NO VISIBLE FASTENERS UNLESS THEY ARE SPECIFICALLY PART OF

DESIGN INTENT.

GENERAL NOTE

- FIELD SURVEY IS REQUIRED PRIOR TO PRODUCING FINAL

SHOP DRAWINGS TO VERIFY ARCHITECTURAL INTEGRITY &

LAYOUT. ALL INTENT DRAWINGS IN THIS PACKAGE ARE FOR INTENT.

NO DIMENSIONS HAVE BEEN CONFIRMED. RESPONSIBILITY FOR ALL FIELD

VERIFICATION LIES WITH SIGN FABRICATOR.

PAINT SCHEDULE

P1 AKZO NOBEL 443-E4

P2 AKZO NOBEL 443-G2

P3 AKZO NOBEL 443-C4

P4 AKZO NOBEL 424-D5

P5 AKZO NOBEL 426-A1

P6 AKZO NOBEL 426-B3

VINYL SCHEDULE

V1 3M 7725-196 APPLE GREEN

V2 3M REFLECTIVE WHITE 3290

V3 3M 7725-77 PEACOCK BLUE

V4 3M 7725-25 SUNFLOWER

B

PROJECT FINISHES

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ABCDEFGHIJKLMNOPQRSTUVWXYZ

1234567890

PROJECT TYPEFACE I - GOTHAM BOLD2

ABCDEFGHIJKLMNOPQRSTUVWXYZ

1234567890

PROJECT TYPEFACE II - GOTHAM BOOK3

PROJECT MATERIAL & PAINT SPECIFICATIONS1

PROJECT LOGO4

PROJECT SYMBOLS5

30895.01

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Project Specifications The City of Griffin 30895.01

The following design documents are for the sole purpose of conveying design intent and are not intended for construction purposes. The fabricator may make recommendations and/or changes to the details as shown in the drawings with written approval of the Owner’s representative. The fabricator assumes all responsibility for signage integrity, engineering, field verification and measurements, etc.

Sky Design and the Owner shall review all shop drawings for conformance with the design intent of these drawings only and will not be held responsible or liable for any results of construction from working drawings, materials selection, shop drawings, or any other agreements.

Review

- Site - The fabricator is responsible for verifying all site conditions with regards to fabrication and installation before manufacture of signage. Any conditions that would impede the proper and timely completion of the work should be presented to the Owner’s representative in writing.

- Sign Location Plans - Locations shown on the Sign Location Plans are for general placement. The fabricator shall confirm each sign location with the Owner’s representative and locate via stake and flag for verification.

- Fabricator shall notify the Owner’s representative of any discrepancies in the design documents or graphics schedule as well as discrepancies in field dimensions or field conditions that would require changes in sign construction details. All discrepancies shall be brought to the attention of the Owner’s representative.

Artwork

All enlarging and reducing of supplied artwork images is the responsibility of the signage fabricator. Any discrepancies after enlarging or reducing vs.

original artwork are to be addressed with Owner’s representative prior to reproduction. Refer to the design documents for reference as to what artwork will be provided. Sky Design will not submit electronic artwork for contractors use in shop drawings except for custom created logos, icons, typogra-phy, etc. Artwork for general fabrication items will not be submitted so please account for this in your timeframes and general costs.

Submittals

Color samples, material samples, submittals, copy layouts, and working drawings are to be provided for approval by the Owner’s representative and

Owner prior to manufacture. Full size copy layouts will also be required as needed.

- Shop Drawings - are the responsibility of the fabricator for each of the disciplines contained within and are to include all necessary dimensions drawn to scale, details, internal mechanicals, joint connections, hidden connections, anchorage to footings, section views as needed, etc. These must be submitted and approved prior to beginning any construction. Scans or copies of the enclosed design documents with contractor title block will not be accepted for approval as working drawings. The sign fabricator is responsible for all aspects of fabrication including engineering, installation techniques and performance, as well as coordination with site contractors and related trades.

- Paint - 3 samples of each color to be submitted on minimum 4” x 4” plate. One will be returned; the others will be retained for file references. All paints used must retain a minimum 5-year warranty for interior and exterior signage. This includes no cracking, flaking, or fading. Exterior paints should be 2-part catalyst hardened urethane, base coat, top coat, matte finish unless otherwise specified.

- Mock-ups - samples required for review and approval will be listed on Bid Summary Form.

- Vinyl - All vinyl is to be 3M Scotchcal graphic vinyl, or Gerber equivalent. First surface application unless otherwise specified on drawings.

- Inkjet - 1 proof of each type of inkjet graphic to be submitted at full-size. For large format graphics, a minimum 12” x 12”, full size portion should be submitted. Proofs are to be of equal or greater reproduction quality than the original artwork provided. All inkjet graphics are to be printed on 3M material or equivalent using pigment-based ink to prevent fading and discoloration. If necessary, laminates are to be 3M material or equivalent, gloss or matte finish as specified. Warranty information for all inkjet applications to be provided at no less than five years.

Materials

- All wood, stone, brick or brick veneer components to be sealed to protect against decay, mildew, and discoloration

- All aluminum components and panels to have a minimum wall thickness of .125” or greater

Installation

- All breakaway details to conform to GA DOT standard requirements.

- Pin mounted letters should be set in Hilti epoxy or equivalent to deter theft and vandalism. Exterior pin mounted letters should be set in Hilti epoxy or equivalent and sealed with silicone or equivalent waterproofing sealer.

- Signage design and installation for this project must conform to all federal, state, and city regulations and ordinances. It is the responsibility of signage fabricator to submit drawings to the proper agencies for review and approval prior to construction. It is also the responsibility of the signage fabricator to obtain the necessary permits and approvals prior to construction.

Signage Protection

Fabricator to coordinate protection of all signs until punch list is completed by Owner.

Warranty

Fabricator warrants work against failure due to faulty materials, workmanship, and design for a period of five years from date of substantial completion.

Fading, cracking, oil canning, peeling, delaminating, rusting, corroding, and structural failure, including distortion, will be construed to mean failure due to faulty materials and workmanship.

All products, materials, adhesives, paints, etc. shall be covered by standard warranty. Failures during the warranty period shall be repaired or replaced to the satisfaction of the Owner.

Proprietary Information

Sky Design shall have the right to include a credit line on completed designs or any visual representation of drawings, models, sketches, photographs, etc. created by Sky Design in the development of this signage program. The credit shall be included in any publication of the designs by the Owner or by others.

C

SPECIFICATIONS

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30895.01

CITY OF GRIFFIN

S & W

0.0

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CITY OF GRIFFIN:

S & W

SIGN LOCATION

PLAN

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L E G E N D

A. Primary Gateway

B. Secondary Gateway

C. Vehicular Directional

D. Pedestrian Info Kiosk

E. Building/Site ID

F. Trail Blazer Sign

G. Parking ID

H. Regulatory

I. Regulatory/ Streetname

A.1

SEE ENLARGEMENT

DETAIL - PAGE 0.1

Key Destinations

Courthouse

City Hall

Library

Senior Center

Police Dept.

Main St. Museum

Industrial Park

City Park (at 6th Street)

Griffin-Spalding Airport

Suncity Peachtree

Public Parking

FUTURE

ROUNDABOUT

BEYOND

CITY LIMITS

F.1

F.2

C.1

F.3

F.4

F.5

F.6

F.7

F.8

F.9

F.10

F.11

C.2

C.3

C.4

C.5

NOTES: SIGN TYPES ARE NOT INDICATED IN SCALE.

FOR GENERAL PLACEMENT ONLY.

SIGN TYPES H & I TO REPLACE EXISTING REGULATORY

AND STREETNNAME SIGN LOCATIONS AS NEEDED

SIGN TYPE E LOCATIONS ARE TBD

A.2

A.3

A.4

A.5

A.6

A.7

A.8

H

E

I

0.1

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S & W

SIGN LOCATION

PLAN

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B.1

D.2

C.6

C.7

C.9

C.11

C.8

C.10

C.12

C.13

C.16

C.14

C.15

D.3

D.1

G.1 G.2 G.3

G.5 G.7

G.11

G.13

G.15

G.12

G.14

G.16

G.10

G.8

G.9

G.6

G.4

B.2

B.3

B.4

L E G E N D

A. Primary Gateway

B. Secondary Gateway

C. Vehicular Directional

D. Pedestrian Info Kiosk

E. Building/Site ID

F. Trail Blazer Sign

G. Parking ID

H. Regulatory

I. Regulatory/ Streetname

Key Destinations

Courthouse

City Hall

Library

Senior Center

Police Dept.

Main St. Museum

Industrial Park

City Park (at 6th Street)

Griffin-Spalding Airport

Suncity Peachtree

Public Parking

NOTES: SIGN TYPES ARE NOT INDICATED IN SCALE.

FOR GENERAL PLACEMENT ONLY.

SIGN TYPES H & I TO REPLACE EXISTING REGULATORY

AND STREETNNAME SIGN LOCATIONS AS NEEDED

SIGN TYPE E LOCATIONS ARE TBD

H

E

I

1.0

ST-A: PRIMARY

GATEWAY

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30895.01

CITY OF GRIFFIN

S & W

A - FABRICATED .125” THICK ALUMINUM FRAME STRUCTURE,

PAINTED P1

B - .500” THICK ALUMINUM PANEL, PAINTED P5, (BACK SIDE) TO BE

PAINTED P2 WITH MASKED & PAINTED “GRIFFIN” COPY P1

C - .500” THICK ALUMINUM PANEL, PAINTED P5 WITH MASKED &

PAINTED COPY P4, (BACK SIDE) TO BE PAINTED P2

D - .500” THICK ALUMINUM PANEL, PAINTED P1 WITH MASKED &

PAINTED COPY P5, (BACK SIDE) TO BE PAINTED P2

E - WATERJET CUT .75“ THICK ALUMINUM LAYRED LEAF ELEMENT,

PAINTED P1 & P2

F - WATERJET CUT .500“ THICK ALUMINUM SUN ELEMENT, PAINTED

P4

G - WATERJET CUT .500“ THICK ALUMINUM HOUSE ELEMENT,

PAINTED P1

H - FABRICATED ALUMINUM 2.5” DEEP REVERSE CHANNEL

LETTERS , PAINTED P1, P3, P4

I - FABRICATED ALUMINUM STRUCTURAL SUPPORT, PAINTED P2

INSTALL:

- SIGN LOCATION TO BE SET BACK 10 FT. FROM ROW IN

ACCORDANCE WITH GDOT REQUIREMENTS

- BACKFILL AS REQUIRED

- ALL STRUCTURAL COMPONENTS TO BE VERIFIED BY

ENGINEER

- CITY TO COORDINATE ELECTRICAL POWER TO BE RUN TO

EACH SIGN LOCATION

- FLOOD LIGHTING TO BE INSTALLED AS PER MANUFACTURER

SPECIFICATIONS

NOTES:

1. LIGHTING: QTY = 2 PER LOCATION

(WWW.STONCOLIGHTING.COM

908.964.7000- HID BULLET

FLOODLIGHT: 38100MMP8P150F)

MATERIALS & SPECIFICATIONS

GATEWAY - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 GATEWAY - SIDE ELEVATION

SCALE: 1/2" = 1'- 0"

2 CONTEXTUAL RENDERING

SCALE: N/A

W E

L C

O M

E

1.2

1.2

1/2 1.1

1.2

7'-4"

15'-4 1/2"

12"

12"

7"

7"

7"

1/2 1.1

1/2 1.1

B

E

I

F

C

H

G

A

A

A

D

MASKED & PAINTED

ENGINEER FOOTINGS AS

REQUIRED BY THE STATE

OF GEORGIA

- FOOTING TO BE LEVEL

ON PLACEMENT

1.1

ST-A: PRIMARY

GATEWAY

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GATEWAY INDIVIDUAL PANELS - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 GATEWAY INDIVIDUAL PANELS - REAR ELEVATION

SCALE: 1/2" = 1'- 0"

5'-7 1/2"

2'-1"

7'-6"

15'-4"

11'-10"

4'-0"

7'-3 3/4"

1'-5" 1'-5"5"

EQ EQ

2'-5 3/4"

7'-3 3/4"

2'-5 3/4"

3'-1/2"

5'-10"

5 1/2"

EQEQ EQ

2'-9 3/4"

10'-11"

8'-4"

3 1/2"

3 1/2"

3 1/2"

3 1/2"

3 1/2"

3 1/2"

1.2

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ST-A: PRIMARY

GATEWAY

30895.01

CITY OF GRIFFIN

S & W

3'-0"

MINIMUM

SECTION VIEW

SCALE: 1/2" = 1'- 0"

1 SECTION VIEW

SCALE: 1/2" = 1'- 0"

2 SECTION VIEW

SCALE: 1/2" = 1'- 0"

3 GATEWAY - PLAN VIEW

SCALE: 1/2" = 1'- 0"

MEDALLION EXPLODED VIEWS

SCALE: N/A

3'-0"

MINIMUM

3'-0"

MINIMUM

UPPER

MEDALLION

MIDDLE

MEDALLION

LOWER

MEDALLION

3 1/2"

3 1/2"

1 1/2"

9"

9"

20"

20"

C L

C L

C L

* TYPICAL SPACING PLAN - EACH LOCATION WILL

REQUIRE ADDITIONAL SURVEY TO DETERMINE

EXACT SPACING AND ORIENTATION

7"

2"

3/8"

7"

3/8"

7"

2"

3 1/2"

3 1/2"

3 1/2"

2 1/2"

7"

2"

3/8"

3 1/2"

3 1/2"

2 1/4"

3/4" 3/4"

1"

2.0

GW/WTV

ST-B: SECONDARY

GATEWAY

30895.01

CITY OF GRIFFIN

S & W

A - FABRICATED .125” THICK ALUMINUM FRAME STRUCTURE,

PAINTED P1

B - .500” THICK ALUMINUM PANEL, PAINTED P5, (BACK SIDE) TO BE

PAINTED P2 WITH SCREENED “GRIFFIN” COPY P1

C - .500” THICK ALUMINUM PANEL, PAINTED P3 WITH SCREENED

COPY P5, (BACK SIDE) TO BE PAINTED P2

D - .500” THICK ALUMINUM PANEL, PAINTED P2 WITH SCREENED

COPY P5, (BACK SIDE) TO BE PAINTED P2

E - WATERJET CUT .500“ THICK ALUMINUM LAYRED LEAF ELEMENT,

PAINTED P1 & P2

F - WATERJET CUT .500“ THICK ALUMINUM SUN ELEMENT, PAINTED

P4

G - FABRICATED ALUMINUM 1.75” DEEP REVERSE CHANNEL

LETTERS , PAINTED P1, P3, P4

H - FABRICATED ALUMINUM STRUCTURAL SUPPORT, PAINTED P2

INSTALL:

- SIGN LOCATION TO BE SET BACK 10 FT. FROM ROW IN

ACCORDANCE WITH GDOT REQUIREMENTS

- BACKFILL AS REQUIRED

- ALL STRUCTURAL COMPONENTS TO BE VERIFIED BY

ENGINEER

- CITY TO COORDINATE ELECTRICAL POWER TO BE RUN TO

EACH SIGN LOCATION

- FLOOD LIGHTING TO BE INSTALLED AS PER MANUFACTURER

SPECIFICATIONS

NOTES:

1. LIGHTING: QTY = 2 PER LOCATION

(WWW.STONCOLIGHTING.COM

908.964.7000- HID BULLET

FLOODLIGHT: 38100MMP8P150F)

MATERIALS & SPECIFICATIONS

D O

W N

T O

W N

SECONDARY GATEWAY - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 SECONDARY GATEWAY - SIDE ELEVATION

SCALE: 1/2" = 1'- 0"

5"

5"

5"

8"

8"

5'-2 1/2"

10'-10"

2.2

1/2 2.1

1/2 2.1

1/2 2.1

2.2

2.2

CONTEXTUAL RENDERING

SCALE: N/A

A

A

A

B

H

E

F

C

G

D

ENGINEER FOOTINGS AS

REQUIRED BY THE STATE

OF GEORGIA

2.1

GW/WTV

ST-B: SECONDARY

GATEWAY

30895.01

CITY OF GRIFFIN

S & W

D O

W N

T O

W N

SECONDARY GATEWAY INDIVIDUAL PANELS - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 SECONDARY GATEWAY INDIVIDUAL PANELS - REAR ELEVATION

SCALE: 1/2" = 1'- 0"

5'-3 1/2"

4'-0"

1'-5 3/4"

2'-9 3/4"

1'-11"

10'-10"

8'-4 1/2"

7'-8 1/2"

5'-11"

2'-3"

1'-1/4"3"EQ EQ 4"EQ EQ

4'-1 1/2"

5'-2"

1'-9" 1'-9"

5'-2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2.2

GW/WTV

ST-B: SECONDARY

GATEWAY

30895.01

CITY OF GRIFFIN

S & W

SECTION VIEW

SCALE: 1/2" = 1'- 0"

1 SECTION VIEW

SCALE: 1/2" = 1'- 0"

2 SECTION VIEW

SCALE: 1/2" = 1'- 0"

MEDALLION EXPLODED VIEWS

SCALE: N/A

UPPER

MEDALLION

MIDDLE

MEDALLION

LOWER

MEDALLION

3'-0"

MINIMUM

3'-0"

MINIMUM

3'-0"

MINIMUM

2 1/2"

2 1/2"

1 3/4"

GATEWAY - PLAN VIEW

SCALE: 1/2" = 1'- 0"

6 1/2"

6 1/2"

C L

C L

C L

14"

14"

* TYPICAL SPACING PLAN - EACH LOCATION WILL

REQUIRE ADDITIONAL SURVEY TO DETERMINE

EXACT SPACING AND ORIENTATION

2 1/2"

2 1/2"

1"

5"

1/4"

1 1/2" 5"

1/4"

5"

1 1/2"

2 1/2"

2 1/2"

2 1/2"

1 3/4"

1/2" 1/2"

3/4"

3.0

ST-C: VEHICULAR

DIRECTIONAL

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30895.01

CITY OF GRIFFIN

S & W

A - 6” SQUARE ALUMINUM TUBE POST WITH

SCALLOPED TOP, PAINTED P1

B - FABRICATED .75” THICK ALUMINUM FINIAL,

PAINTED P4 WITH .5“ THICK ALUMINUM SUPPORT,

PAINTED P2

C - FABRICATED ALUMINUM TUBE FRAME, PAINTED

P5

D - .25” THICK ALUMINUM PANEL, (FRONT SIDED)

PAINTED P1 AND (BACK SIDE) PAINTED P1 WITH

MASKED AND PAINTED LEAF GRAPHIC P3

E - .25” THICK ALUMINUM PANEL PAINTED P5 WITH

APPLIED VINYL COPY V1

F - FABRICATED ALUMINUM TUBE FRAME

MEDALLION, PAINTED P1 WITH WATERJET CUT

.25“ THICK ALUMINUM SUN ELEMENT, PAINTED P4

G - WATERJET CUT .25“ THICK ALUMINUM LOGO,

PAINTED P1, P3, P4

H - FABRICATED ALUMINUM ESCUTCHEON COVER,

PAINTED P1

I - .25” THICK WATERJET CUT ALUMINUM LEAF

OUTLINE APPLIED TO BACKSIDE OF SIGN PANEL,

PAINTED P2

INSTALL:

- SIGN LOCATION TO BE SET BACK 10 FT. FROM

ROW IN ACCORDANCE WITH GDOT

REQUIREMENTS

- BACKFILL AS REQUIRED

- ALL STRUCTURAL COMPONENTS TO BE

VERIFIED BY ENGINEER

NOTES:

- ALL LOCATIONS WILL REQUIRE ADDITIONAL

REVIEW TO DETERMINE EXACT ORIENTATION

AND PLACEMENT.

MATERIALS & SPECIFICATIONS

Courthouse

City Hall

Police Dept.

Library

VEHICULAR DIRECTIONAL - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 VEHICULAR DIRECTIONAL - SIDE ELEVATION

SCALE: 1/2" = 1'- 0"

2 VEHICULAR DIRECTIONAL - BACK ELEVATION

SCALE: 1/2" = 1'- 0"

VEHICULAR DIRECTIONAL - PLAN VIEW

SCALE: 1/2" = 1'- 0"

12'-11"

5'-1"

3.1

3.1

3.1

3.1

3'-6 3/4"

4'-2" 3'-10 1/2"

2'-8"

5'-1"

12"

12" 3"

7'-8"

A

H

E

B

D I

C F

G

ENGINEER FOOTINGS AS

REQUIRED BY THE STATE

OF GEORGIA

3.1

ST-C: VEHICULAR

DIRECTIONAL

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30895.01

CITY OF GRIFFIN

S & W

CONTEXTUAL RENDERING

SCALE: N/A

3'-0"

MINIMUM

BREAKAWAY BASE

10"

Courthouse

City Hall

Police Dept.

Library

VEHICULAR DIRECTIONAL - PANEL DETAIL

SCALE: 3/4" = 1'- 0"

2 SECTION VIEW

SCALE: 3/4" = 1'- 0"

SECTION VIEW

SCALE: 3/4" = 1'- 0"

SECTION VIEW

SCALE: 3/4" = 1'- 0"

6"

1"

3'-7"12"

4'-0"

2'-10"

10 1/2"

2'-5 3/4"

9"

9"

9"

9"

9"

6"

TYP.

3 3/4"

TYP.

1/4"

TYP.

1 3/4"

1 3/4"

3'-4 3/4"

3/4"

7 1/4"

10 1/4"

1/4" 1/4"

3"

1 3/4"

6"

3"

12"

6"

6"

3"

1/4"

1 3/4"

4.0

ST-D: PEDESTRIAN

INFO. KIOSK

08.20.12

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30895.01

CITY OF GRIFFIN

S & W

A - 4” SQUARE ALUMINUM TUBE POST WITH .75“ THICK

ALUMINUM CAP, PAINTED P1

B - FABRICATED .125” THICK ALUMINUM FRAME

STRUCTURE, PAINTED P1

C - .25” THICK ALUMINUM PANEL, PAINTED P1 WITH

SCREENED COPY P5

D - .25” THICK ALUMINUM SIGNAGE PANEL WITH

APPLIED DIGITAL PRINT GRAPHICS (TBD)

E - FABRICATED ALUMINUM STRUCTURAL SUPPORT,

PAINTED P2

F - .25“ THICK ALUMINUM PANEL, PAINTED P2 & P5

G - APPLIED GRAPHIC “i” V1 & V4

INSTALL:

- ALL STRUCTURAL COMPONENTS TO BE VERIFIED

BY ENGINEER

- BACKFILL AS REQUIRED

NOTES:

- ALL LOCATIONS WILL REQUIRE ADDITIONAL

REVIEW TO DETERMINE EXACT ORIENTATION AND

PLACEMENT.

- SIGN IS DOUBLE SIDED

- KIOSK GRAPHICS ARE CURRENTLY TBD

MATERIALS & SPECIFICATIONS

ENGINEER FOOTINGS AS

REQUIRED BY THE STATE

OF GEORGIA

- FOOTING TO BE LEVEL ON

PLACEMENT

4.1

PEDESTRIAN INFO. KIOSK - FRONT ELEVATION

SCALE: 3/4" = 1'- 0"

1 PEDESTRIAN INFO. KIOSK - SIDE ELEVATION

SCALE: 3/4" = 1'- 0"

2 PEDESTRIAN INFO. KIOSK - BACK ELEVATION

SCALE: 3/4" = 1'- 0"

PEDESTRIAN INFO. KIOSK - PLAN VIEW

SCALE: 3/4" = 1'- 0"

9'-6"

3'-1"

3'-9"

2'-2"

1 3/4"

5"

2" 4.1

4.1

MAP AND INFORMATION

AREA (GRAPHICS ARE TBD)

A

A

B

C

D

E

F

G

B

4.1

ST-D: PEDESTRIAN

INFO. KIOSK

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

SECTION VIEW

SCALE: 1" = 1'- 0"

SECTION VIEW

SCALE: 3/4" = 1'- 0"

3'-0"

MINIMUM

PEDESTRIAN INFO. KIOSK - FRONT ELEVATION DETAIL

SCALE: 1" = 1'- 0"

1'-11"1'-6"

1 1/2"

1"

3'-9"3'-7"

5"

3/4"

1'-1 1/2"

1 1/2"

2'-9"

1'-8"

4" 4"2" 2"2'-1"

5"

4"

5"4"

2"

2"

3/8" 1"

PEDESTRIAN INFO. KIOSK - MAP CABINET EXPLODED VIEW

SCALE: N/A

1 1/2"

C L

Ø 3/4" 1"

1"

2"

1"

1/4" 1/4"

1/8" 1/8"

2"

2"

1"

2"

1/4"

4"

5.0

ST-E: BUILDING/

SITE ID

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

A - FABRICATED .125” THICK ALUMINUM FRAME

STRUCTURE, PAINTED P1

B - FABRICATED .125” THICK ALUMINUM CABINET

STRUCTURE WITH ROUTED BUILDING / SITE

NAME, PAINTED P2

C - .125” THICK ALUMINUM BACKER PANEL, PAINTED

P5, STOOD OFF 1“ INSIDE CABINET

D - .25” THICK ALUMINUM PANEL, PAINTED P5 WITH

SCREENED “GRIFFIN” COPY P6

INSTALL:

- ALL STRUCTURAL COMPONENTS TO BE VERIFIED

BY ENGINEER

- BACKFILL AS REQUIRED

NOTES:

- ALL LOCATIONS WILL REQUIRE ADDITIONAL

REVIEW TO DETERMINE EXACT ORIENTATION

AND PLACEMENT.

- SIGN IS DOUBLE SIDED

MATERIALS & SPECIFICATIONS

BUILDING/ SITE ID - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 BUILDING/ SITE ID - SIDE ELEVATION

SCALE: 1/2" = 1'- 0"

BUILDING/ SITE ID - PLAN VIEW

SCALE: 1/2" = 1'- 0"

11'-5"

11 1/2"

4'-7"

3'-8 1/2"

2'-8"

EQ EQ

1'-7 1/2"

4'-10"

10'-5"

6 3/4"

1'-10 3/4"

6"

3 1/2"3 1/2"

5.0

5.0

BUILDING/ SITE ID - BACK ELEVATION

SCALE: 1/2" = 1'- 0"

3 SECTION VIEW

SCALE: 1/2" = 1'- 0"

10'-5 1/2"

6"

3 1/2"

3 1/2"

3'-0"

MINIMUM

A

B

A

B

D

C

9'-6"

ENGINEER FOOTINGS AS

REQUIRED BY THE STATE

OF GEORGIA

- FOOTING TO BE LEVEL ON

PLACEMENT

SECTION VIEW

SCALE: 1" = 1'- 0"

6" 1/4"

6"

3 1/2"

3 1/2"

4'-7"

2'-0"

C

6.0

ST-F: TRAIL BLAZER

SIGN

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

A - 6” SQUARE ALUMINUM TUBE POST WITH .75“

THICK ALUMINUM CAP, PAINTED P1

B - FABRICATED .125” THICK ALUMINUM FRAME

STRUCTURE, PAINTED P1

C - .25” THICK ALUMINUM PANEL, PAINTED P5 WITH

SCREENED LOGO P1, P3, P4, (BACK SIDE) TO BE

PAINTED P2 WITH SCREENED LEAF GRAPHIC P1

D - .25” THICK ALUMINUM PANEL, PAINTED P2 WITH

APPLIED VINYL GRAPHICS V2, (BACK SIDE) TO

BE PAINTED P2

E - FABRICATED ALUMINUM ESCUTCHEON COVER,

PAINTED P1

INSTALL:

- ALL STRUCTURAL COMPONENTS TO BE

VERIFIED BY ENGINEER

- BACKFILL AS REQUIRED

NOTES:

- ALL LOCATIONS WILL REQUIRE ADDITIONAL

REVIEW TO DETERMINE EXACT ORIENTATION

AND PLACEMENT.

MATERIALS & SPECIFICATIONS

TRAILBLAZER SIGN - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 TRAILBLAZER SIGN - SIDE ELEVATION

SCALE: 1/2" = 1'- 0"

2 TRAILBLAZER SIGN - BACK ELEVATION

SCALE: 1/2" = 1'- 0"

TRAILBLAZER SIGN - PLAN VIEW

SCALE: 1/2" = 1'- 0"

2'-5"

6.1

6.1

12"

12"

6"

7"

3"

14'-8"

8'-0"

6.1

6.1

A

C

D

B

E

ENGINEER FOOTINGS AS

REQUIRED BY THE STATE

OF GEORGIA

6.1

ST-F: TRAIL BLAZER

SIGN

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

3'-0"

MINIMUM

BREAKAWAY BASE

SECTION VIEW

SCALE: 3/4" = 1'- 0"

4SECTION VIEW

SCALE: 3/4" = 1'- 0"

3TRAILBLAZER SIGN - FRONT ELEVATION DETAIL

SCALE: 3/4" = 1'- 0"

1 TRAILBLAZER SIGN - BACK ELEVATION DETAIL

SCALE: 3/4" = 1'- 0"

1'-10 1/2"

1'-3 1/2"

10"

4'-10 1/2"

2'-5 3/4"

2 1/4"

1 3/4"

10"

EQ

EQ

2'-5 1/2"

1'-5 3/4"

1'-6 3/4"

3"

12"

6"

2"

1 3/4"

1 3/4"

6"

3"

1/4"

7" 3/4"

7.0

ST-G: PARKING ID

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

PARKING ID SIGN - FRONT ELEVATION

SCALE: 1/2" = 1'- 0"

1 PARKING ID SIGN - SIDE ELEVATION

SCALE: 1/2" = 1'- 0"

2 PARKING ID SIGN - BACK ELEVATION

SCALE: 1/2" = 1'- 0"

PARKING ID SIGN - PLAN VIEW

SCALE: 1/2" = 1'- 0"

2'-5"

12"

12"

6"

7"

3"

14'-8"

8'-0"

7.1

7.1

7.1

7.1

A - 6” SQUARE ALUMINUM TUBE POST WITH .75“

THICK ALUMINUM CAP, PAINTED P1

B - FABRICATED .125” THICK ALUMINUM FRAME

STRUCTURE, PAINTED P1

C - .25” THICK ALUMINUM PANEL, PAINTED P5 WITH

APPLIED VINYL COPY V2, (BACK SIDE) TO BE

PAINTED P2 WITH SCREENED LEAF GRAPHIC P1

D - .25” THICK ALUMINUM PANEL WITH APPLIED

VINYL GRAPHICS V2 & V3, (BACK SIDE) TO BE

PAINTED P2

E - FABRICATED ALUMINUM ESCUTCHEON COVER,

PAINTED P1

INSTALL:

- ALL STRUCTURAL COMPONENTS TO BE

VERIFIED BY ENGINEER

- BACKFILL AS REQUIRED

NOTES:

- ALL LOCATIONS WILL REQUIRE ADDITIONAL

REVIEW TO DETERMINE EXACT ORIENTATION

AND PLACEMENT.

MATERIALS & SPECIFICATIONS

A

C

D

B

E

ENGINEER FOOTINGS AS

REQUIRED BY THE STATE

OF GEORGIA

7.1

ST-G: PARKING ID

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

3'-0"

MINIMUM

SECTION VIEW

SCALE: 3/4" = 1'- 0"

BREAKAWAY BASE

TRAILBLAZER SIGN - FRONT ELEVATION DETAIL

SCALE: 3/4" = 1'- 0"

1 TRAILBLAZER SIGN - BACK ELEVATION DETAIL

SCALE: 3/4" = 1'- 0"

1'-10 1/2"

4'-10 1/2"

2'-5 1/2"

1'-5 3/4"

SECTION VIEW

SCALE: 3/4" = 1'- 0"

7" 3/4"

1'-4"

10 3/4"

1'-6 3/4"

6 1/2"EQ EQ

2'-11 1/2"

EQ

EQ

3"

12"

6"

2"

1 3/4"

1 3/4"

6"

3"

1/4"

8.0

ST-H: REGULATORY

SIGN

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

A - 4” SQUARE ALUMINUM TUBE POST WITH .75“

THICK ALUMINUM CAP, PAINTED P1

B - .5” THICK ALUMINUM SIGN BACKER PANEL,

PAINTED P1

C - .125“ THICK DOT SIGN PANEL

D - FABRICATED ALUMINUM ESCUTCHEON COVER,

PAINTED P1

INSTALL:

- ALL STRUCTURAL COMPONENTS TO BE

VERIFIED BY ENGINEER

- BACKFILL AS REQUIRED

NOTES:

- ALL LOCATIONS WILL REQUIRE ADDITIONAL

REVIEW TO DETERMINE EXACT ORIENTATION

AND PLACEMENT.

MATERIALS & SPECIFICATIONS

3'-0"

MINIMUM

REGULATORY SIGN - FRONT ELEVATION

SCALE: 3/4" = 1'- 0"

1 SECTION VIEW

SCALE: 3/4" = 1'- 0"

2 ALTERNATE LAYOUTS

SCALE: 3/4" = 1'- 0"

TRAILBLAZER SIGN - PLAN VIEW

SCALE: 1/2" = 1'- 0"

7'-0"

MINIMUM

9'-5"

2'-2" 2'-0"

1/2"

2 3/4"

8.0

1'-7" 2'-1/2"

1'-11 3/4"

2'-6 3/4"

2'-7"

2'-10 1/2"

A

C

B

D BREAKAWAY BASE

4"

5"

3/4"

1/2"1/8"

8"

9.0

ST-I: REGULATORY/

STREETNAME

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

A - 6” SQUARE ALUMINUM TUBE POST WITH

SCALLOPED TOP, PAINTED P1

B - FABRICATED .75” THICK ALUMINUM FINIAL,

PAINTED P4 WITH .5“ THICK ALUMINUM

SUPPORT, PAINTED P2

C - .5” THICK ALUMINUM SIGN BACKER PANEL,

PAINTED P1

D - .125“ THICK DOT SIGN PANEL

E - FABRICATED ALUMINUM ESCUTCHEON COVER,

PAINTED P1

F - .375” THICK ALUMINUM BLADE SIGN, PAINTED P1

G - .060” THICK ALUMINUM SIGN PNAEL, PAINTED P2

H - APPLIED VINYL COPY, V2

INSTALL:

- ALL STRUCTURAL COMPONENTS TO BE

VERIFIED BY ENGINEER

- BACKFILL AS REQUIRED

NOTES:

- ALL LOCATIONS WILL REQUIRE ADDITIONAL

REVIEW TO DETERMINE EXACT ORIENTATION

AND PLACEMENT.

MATERIALS & SPECIFICATIONS

2'-2"

4'-6"

REGULATORY/STREETNAME SIGN - FRONT ELEVATION

SCALE: 3/4" = 1'- 0"

1 REGULATORY/STREETNAME SIGN - SIDE ELEVATION

SCALE: 3/4" = 1'- 0"

2 SECTION VIEW

SCALE: 3/4" = 1'- 0"

7'-0"

MINIMUM

11'-1"

Solomon St.Hill Street

9.1

9.0

3'-0"

MINIMUM

A

B

D

C

F G H

E

BREAKAWAY BASE

8"

9.1

ST-I: REGULATORY/

STREETNAME

08.20.12

GW/WTV

30895.01

CITY OF GRIFFIN

S & W

CONTEXTUAL RENDERING

SCALE: N/A

REGULATORY/STREETNAME SIGN - BLADE SIGN DETAIL

SCALE: 1 1/2" = 1'- 0"

1 REGULATORY/STREETNAME SIGN - PLAN VIEW

SCALE: 1 1/2" = 1'- 0"

Solomon St.7 1/2" 6" 3 1/2"

3'-2"

3'-1/2"

1 3/4"

9 1/2"

5"

4 1/4"

8 1/2"

3/4"

8"

5"

1 3/4"

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