Rock Springs Wayfinding Design Intent.pdf

City of Rock Springs, Wyoming
Wayfinding Program
Design Intent
March 15, 2024
P.O. Box 1465
961 Main St.
Ouray, CO 81427
aviadg.com
R a i l w a y M e d i u
P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44
117 43 7
75 2B 4
70%
50%
20% 20%

Program Overview 1.1
Program Elements
Family of Sign Types
Colors & Finishes
2.1
2.2
Structural Details
V1 Large Vehicular Guides
V2 Medium Vehicular Guides
S1 Large Sculpture Base
S2 Small Sculpture Base
B Street Banners
3.1
3.4
3.8
3.9
3.10
Location Plan 4.1
Message Schedule 5.1
C O N T E N T S

City of Rock Springs Wayfinding Program | Design Intent | March 15, 2024 1.1
R a i l w a y M e d i u m
P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
The existing City of Rock Springs’ wayfinding
program was designed and implemented to support
the Rock Springs’ brand and to improve visitor
navigation through the City and to its destinations.
The original program helped establish aesthetic
features that celebrate Rock Springs’ unique sense
of place and to enhance the region as a vibrant
community and memorable destination.
This document represents Avia Design Group’s
updated wayfinding design demonstrated by
the following Design Intent specifications. It is a
communication device for prospective bidders to
understand the form and function of elements that
make up the system.
This Design Intent document along with a Bid
Request provided by the City of Rock Springs
constitute the Bid Documents.
From the Bid Documents, qualified bidders shall
formulate and submit their bid to fabricate, deliver
and install all items required to fulfill the contracted
scope of work as described herein.
All design concepts, production art, written content
and aesthetic format contained in this Design Intent
document are proprietary and are the joint legal
property of the City of Rock Springs and Avia.
Recipients agree not to use or disclose this material,
or to make copies or use parts thereof, without the
written consent of it’s owners.
This document shall be used by the Sign Contractor
to prepare detailed shop drawings that demonstrate
qualified engineering and fabrication methodology
for the successful implementation of the wayfinding
program. Detailed shop drawings with specification
details shall be submitted to the authorized City’s
representative for review and approval prior to
proceeding with fabrication.
The Sign Contractor is responsible for matching
all colors, finishes and materials specified in this
document and is required to provide the City’s
representative with samples for review and approval
prior to full execution. Note that the specified colors
may change in support of a new city logo being
finalized before this project is awarded. Please
verify the final color specifications with the City’s
representative,
The Sign Contractor shall be responsible for verification
of all dimensions, engineering, wind load, foundation
compliances and field conditions relative to the project
prior to material order and component fabrication. The
Sign Contractor is responsible for confirming dig-safe
clearances and set-back requirements.
The City’s representative shall be notified, in writing,
of any contrary conditions or discrepancies in
these documents that may pose challenges for the
successful fabrication and installation of the program.
Alternate materials, products, finishes and proposed
engineering may be considered as long as the
visual design and performance of the system are
not compromised and proposed alternates can be
demonstrated that they are of equal or better quality.
All proposed alternates must be conveyed to the
City’s representative as documented shop drawings
prior to execution.
Please note that visual accuracy of the colors and
finishes represented in this document may not be
consistent with actual manufacturer’s swatches
and samples due to limitations of color printing
technology. The Sign Contractor is required to
appropriate actual color swatches and material
samples from the approved manufacturer.
Templates and production-ready art will be provided
upon request.
Production-ready art and templates for each sign
are formatted as either Adobe (CC) Illustrator, Adobe
(CC) InDesign and vectorized PDF files. Each file is
sized as either 100% or 50% of its final form and
includes bleeds, crop marks and other production
guides. In some cases the sign contractor is required
to extrapolate production ready art for individual sign
types using the provided templates and information
provided in the message schedule.
Reconstructed art or digitized versions from printed
copies shall not be used at any time. Only licensed
font families or original electronic files generated by
Avia may be used for application onto signage.
The Sign Contractor shall provide electronic
production layouts of all message panels to the
City’s representative for approval prior to final graphic
application.
Production artwork, graphics, design concepts and
formulas shall be used solely for the execution of the
project represented in this document. They may not
be used in the course of future projects, resold or
reconstituted without the City’s written consent.
P R O G R A M O V E R V I E W

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
Visitor Center
Historic District
Crossroads Park
Family Rec Center
Trap Club
Events Complex
Historic District
Golf Course
B2
Small Pole Banner
P R O G R A M E L E M E N T S
V1
Large Vehicular Guide
4 to 5 Message Lines
S1
Large Sculpture Base
B1
Large Pole Banner
V2
Medium Vehicular Guide
2 to 3 Message Lines
Family of Sign Types |
S2
Small Sculpture Base

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
P R O G R A M E L E M E N T S
Code Name Swatch Specification Description / Comments Manufacturer
P A I N T & I N K
P1 Green PMS 376 C
C=56, M=3, Y=100, K=0
1. Color match for Matthews Polyurethane Clear Coat Satin Paint, 3M™. All painted surfaces shall be coated with a
semi-gloss UV clear coat in compliance with Matthews Paint’s recommended standard. (or approved equal)
2. Color match for digital print on reflective film.
Various
P2 Blue PMS 3125 C
C=95, M=2, Y=22, K=0
Various
P3 Yellow PMS 116 C
C=0, M=18, Y=100, K=0
Various
P4 Pewter Pewter
C=64, M=58, Y=59, K=39
Various
P5 Black Black
C=0, M=0, Y=0, K=100
Various
P6 White White
C=0, M=10, Y=100, K=0
Various
R E F L E C T I V E
PRS Printed Reflective Sheeting 3M™ 4090 Diamond Grade™ DG Sheeting
(or approved equal)
Receives digitally printed 3M™ 8800 Series UV inks, with 3M™ 1170 Overlaminate.
(or approved equal)
3M
S P E C I A L F I N I S H E S
PC Powder Coat Vapour Degrease, Immersion Zinc Phosphate, 1st coat of
Powder Coat Zinc Rich Primer and 2nd coat of Nylon
Modified Polyester Powder.
Applied over acid washed (degreased) aluminum panel TBD
DP Graphic Infused Aluminum CMYK process via Durst Rho 161 TS Digital Printer
(or approved equal)
Graphics printed direct to 3M™ 4090 Diamond Grade™ DG Sheeting using 3M™ 8800
Series UV inks, with 3M™ 1170 Overlaminate. (or approved equal)
3M
Colors used for the City of Rock Springs’ brand and wayfinding system are
represented by CMYK formulas. Unless otherwise specified, all finish colors
shall be formulated to match the color specifications in this schedule.
Colors & Finishes |

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
S T R U C T U R A L D E T A I L S
Historic District
WWCC
Visitor Center
Mustang Loop Trail
Dinosaur Exhibit
(Verify)
6"
6"
6"
6'-4"
6"
4" 4"
3"
6" 3" 6"
1
/
2
"
7'-10"
10"
3'-0"
1'-8"
13'-6"
2'-4"
2'-4"
5"
3'-11"
7'-0"
(TBD)
5'-2"
Large Vehicular Guide - 4 to 5 Message Lines | V1 |
2 P5
1
Front Elevation - Option A
Scale: 1/2”=1’-0”
2
Side Elevation
Scale: 1/2”=1’-0”
3
Rear Elevation
Scale: 1/2”=1’-0”
1. 0.125 thick aluminum sheet. Face and edges finished smooth and acid-
washed to remove oils in preparation for applied finish. Aluminum sheet
receives digitally printed reflective sheeting with UV Anti-Graffiti overlaminate.
Welded to 0.125” thick aluminum message panel or attached with non-
visible mechanical fasteners. Slightly ease all sharp corners without visual
rounding.
2. 5” X 5” round aluminum post. Painted with Matthews Polyurethane Satin
black Paint or approved equal. Fabricator to engineer wall thickness per local
wind load.
3. FHWA approved Dent breakaway fasteners and supports that meet the
minimum requirements of NCHRP Report 350 or approved equal
4. 3500 psi concrete foundation. Fabricator to engineer. Concrete shall be
macro fiber or bar reinforced when used for structural support such as
for anchors holding down signs, and should be doweled into surrounding
sidewalk as necessary to prevent overturning due to wind. All anchors
shall be installed in accordance with manufacturer’s recommendation and
requirements of the FHWA.
5. Signfix SX0130 1.5 X 1.5 large channel aluminum extrusion, welded or
mounted with non-visible mechanical fasteners. Painted to match front
vinyl background with Matthews Polyurethane semi-gloss Paint or approved
equal. Mount to post with Signfix SX0002 anti-rotational twist-in clamps with
tamper proof nuts.
6. Seam at point where panels meet. Vinyl must wrap around seam but not onto
back panel.
7. Height varies according to WYDOT clearance regulations. Maintain 7’-0”
from street grade to bottom of vehicular guide signs when placed within
WYDOT ROW or above pedestrian access.
8. Back of 0.125 thick aluminum sheet. Painted to match front vinyl
background with Matthews Polyurethane semi-gloss Paint or approved equal.
9. Graphics must not extend beyond this margin.
10. Exposed reflective film
NOTE:
To protect against galvanic corrosion when combining steel and aluminum
elements, use rubber gaskets or barriers to insulate contact. Painting of metallic
surfaces is not an approved alternative.
All product specifications are recommended for performance and quality but may
be substituted with approved equals.
3
4
5
6
7
9
9
2
3.1
3
3.1
1
3.10
8 P4
5 P4
1 DP
PRS
P1 P2
P3
P4
10

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
G R A P H I C L A Y O U T
Historic District
V1.8 V1.19
V1.7
V1.24 V1.26
V1.22
WWCC
Chamber/Visitor Ctr
Mustang Loop Trail
Dinosaur Exhibit
Bunning Park
Historic District
Museum
City Hall
Bunning Park
Historic District
Museum
City Hall
Historic District
WWCC
Mustang Loop Trail
Dinosaur Exhibit
Hospital
Bunning Park
Historic District
Museum
City Hall
Chamber/Visitor Ctr
WWCC
Mustang Loop Trail
Hospital
To Interstate 80
To Interstate 80
1'-5"
1'-10"
2'-0"
2'-0"
1'-10"
1'-10"

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
V1.45 V1.46
V1.28
V1.53
Hospital
Historic District
Museum
City Hall
WWCC
Mustang Loop Trail
Dinosaur Exhibit
Historic District
Crossroads Park
Family Rec Center
Library
Trap Club
Crossroads Park
Library
Historic District
To Interstate 80
To Interstate 80
2'-0"
2'-0"
2'-0"
1'-5"
V1.57
V1.56
Library
Historic District
Chamber/Visitor Ctr
Family Rec Center
Family Rec Center
Shopping/Library
Chamber/Visitor Ctr
WWCC
Historic District
2'-0"
1'-5"

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
Family Rec Center
Library
Shopping
6"
6"
6'-4"
6"
4" 4"
3"
6" 3" 6"
1
/
2
"
6'-5"
10"
3'-0"
1'-8"
7'-0"
(TBD)
(Verify)
12'-1"
1'-7
1
/
2
"
1'-7
1
/
2
"
5"
3'-11"
5'-2"
2 P5
1
Front Elevation - Option A
Scale: 1/2”=1’-0”
2
Side Elevation
Scale: 1/2”=1’-0”
3
Rear Elevation
Scale: 1/2”=1’-0”
1. 0.125 thick aluminum sheet. Face and edges finished smooth and acid-
washed to remove oils in preparation for applied finish. Aluminum sheet
receives digitally printed reflective sheeting with UV Anti-Graffiti overlaminate.
Welded to 0.125” thick aluminum message panel or attached with non-
visible mechanical fasteners. Slightly ease all sharp corners without visual
rounding.
2. 5” X 5” round aluminum post. Painted with Matthews Polyurethane Satin
black Paint or approved equal. Fabricator to engineer wall thickness per local
wind load.
3. FHWA approved Dent breakaway fasteners and supports that meet the
minimum requirements of NCHRP Report 350 or approved equal
4. 3500 psi concrete foundation. Fabricator to engineer. Concrete shall be
macro fiber or bar reinforced when used for structural support such as
for anchors holding down signs, and should be doweled into surrounding
sidewalk as necessary to prevent overturning due to wind. All anchors
shall be installed in accordance with manufacturer’s recommendation and
requirements of the FHWA.
5. Signfix SX0130 1.5 X 1.5 large channel aluminum extrusion, welded or
mounted with non-visible mechanical fasteners. Painted to match front
vinyl background with Matthews Polyurethane semi-gloss Paint or approved
equal. Mount to post with Signfix SX0002 anti-rotational twist-in clamps with
tamper proof nuts.
6. Seam at point where panels meet. Vinyl must wrap around seam but not onto
back panel.
7. Height varies according to WYDOT clearance regulations. Maintain 7’-0”
from street grade to bottom of vehicular guide signs when placed within
WYDOT ROW or above pedestrian access.
8. Back of 0.125 thick aluminum sheet. Painted to match front vinyl
background with Matthews Polyurethane semi-gloss Paint or approved equal.
9. Graphics must not extend beyond this margin.
10. Exposed reflective film
NOTE:
3
4
5
6
7
9
9
2
3.4
3
3.4
1
3.10
8 P4
5 P4
1 DP
PRS
P1
P2
P3
Medium Vehicular Guide - 2 to 3 Message Lines | V2 |
P4
10

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
2'-1
1
/
2
"
2'-1
1
/
2
"
2'-1
1
/
2
"
V2.15
Veterans Park
Hospital
V2.20
Hospital
Bunning Park
V2.16
Veterans Park
V2.30
Events Complex
Historic District
Golf Course
V2.33
Wild Horse Corrals
Historic District
V2.35
Crossroads Park
Library
To Interstate 80
To Interstate 80 To Interstate 80
To Interstate 80
2'-1
1
/
2
"
2'-1
1
/
2
"
2'-1
1
/
2
"

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
2'-1
1
/
2
"
2'-1
1
/
2
"
2'-1
1
/
2
"
2'-1
1
/
2
"
2'-1
1
/
2
"
Crossroads Park
Family Rec Center
V2.47
Family Rec Center
Library
Shopping
V2.48 V2.49
Visitor Center
Events Complex
V2.50 V2.52
WWCC
Mustang Loop Trail
Dinosaur Exhibit
V2.53
Historic District
Family Rec Center
Visitor Center
Events Complex
1'-11"

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
2'-1
1
/
2
"
1'-11"
Family Rec Center
V2.54 V2.55 V2.56
V2.58
Shopping
WWCC
Family RecCenter
Historic District
Shopping
Family RecCenter
Visitor Center
Historic District
1'-9"
V2.59
Historic District
1'-11"
To Interstate 80
Visitor Center
To Interstate 80
2'-1
1
/
2
"

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
10%
2"(+-)
4'-9"
4'-9"
5'-9"
5'-9"
2'-6"
3'-6"
2'-8"
1"
1"
1"
1"
2"
7
1/2
"
10%
8"
4"
2
1/2
"
1"
2'-6"
3'-6"
3'-1"
5'-4"
Large Sculpture Base | S1 |
1. 1” x 1” square aluminum tube, welded together, all exposed seams ground
smooth
2. Concrete/CMU base. Sign Contractor shall confirm structural design prior to
installation, certified by a licensed engineer. Concrete shall be macro fiber or
bar reinforced when used for structural.
3. Eagle Stone, Ledgestone Panels, Dry-Creek, Dry-Stack Joint
4. .125 aluminum panels painted with Matthews Polyurethane semi-gloss Paint
or approved equal. Attached to square tube with steel screws
5. Stainless steel threaded rod, pin-mounts decorative frame to stone
6. Etched bronze name plate. Client to provided separate specifications with
messaging.
NOTE:
1 P4
2
3
4 P1
5 P4
4 P3
4 P2
6
2
4
3.9
2/3
3.9
2
Detail
Scale: 1 1/2”=1’-0”
4
Detail
Scale: 1 1/2”=1’-0”
3
Detail
Scale: 1 1/2”=1’-0”
1
Plan View
Scale: 1/2”=1’-0”
5
Front View
Scale: 1/2”=1’-0”
5
Side View
Scale: 1/2”=1’-0”
1
3.9

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
10%
2"(+-)
2'-6"
3'-6"
2'-6"
3'-6"
1"
1"
1"
1"
2"
7
1/2
"
10%
8"
4"
2
1/2
"
1"
2'-6"
3'-6"
3'-1"
2'-6"
3'-6"
3'-1"
2'-8"
1. 1” x 1” square aluminum tube, welded together, all exposed seams ground
smooth
2. Concrete/CMU base. Sign Contractor shall confirm structural design prior to
installation, certified by a licensed engineer. Concrete shall be macro fiber or
bar reinforced when used for structural.
3. Eagle Stone, Ledgestone Panels, Dry-Creek, Dry-Stack Joint
4. .125 aluminum panels painted with Matthews Polyurethane semi-gloss Paint
or approved equal. Attached to square tube with steel screws
5. Stainless steel threaded rod, pin-mounts decorative frame to stone
6. Etched bronze name plate. Client to provided separate specifications with
messaging.
NOTE:
1 P4
2
3
4 P1
5 P4
4 P3
4 P2
6
2
4
3.10
2/3
2
Detail
Scale: 1 1/2”=1’-0”
4
Detail
Scale: 1 1/2”=1’-0”
3
Detail
Scale: 1 1/2”=1’-0”
1
Plan View
Scale: 1/2”=1’-0”
5
Front View
Scale: 1/2”=1’-0”
5
Side View
Scale: 1/2”=1’-0”
Small Sculpture Base | S2 |
1
3.10

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
3"
1'-6"
4'-0"
3"
2'-0"
2'-0" 1'-6"
6'-0"
6'-0"
4'-0"
7'-0"
Minimum
Clearance
1
Front Elevation - B1
Scale: 1/2”=1’-0”
2
Front Elevation - B2
Scale: 1/2”=1’-0”
1
Detail - B1
Scale: 1 1/2”=1’-0”
2
Detail - B2
Scale: 1 1/2”=1’-0”
1. Pole pocket for 1” pole
2. Double stitch hem
3. 16 oz double-faced vinyl with opaque layer between vinyl faces. Banner images
reproduced digitally and protected with UV coating
4. Existing light pole
5. Mounting straps and pole brackets (TBD). Painted to match lamp post
1
3
2
4
5
Pole Banners | B1 & B2 |

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
2
1
/
2
"
2"
TBD
5"
1
/
2
"
4"
7"
10"
2 1/4"
1/2"
1'-7 (verify)"
1'-7"
7"
10"
2
5
6
3 P4
4 P4
1. 5”Ø painted steel post
2. 3500 psi concrete foundation. Sign Contractor shall confirm structural design
prior to installation, certified by a licensed engineer. Concrete shall be macro
fiber or bar reinforced when used for structural support such as for anchors
holding down signs, and should be doweled into the surrounding sidewalk as
necessary to prevent overturning due to wind. If Macro Fiber is used, it shall
be dosed at the manufacturer’s recommended dosage per cubic yard. See
table on page 5.9 for approved Macro-Fibers and dosage rates.
3. Mounting plate (aluminum base flange). Sign breakaway system shall not
extend more than 4” above grade as measured from the ground to the top of
the breakaway system.
4. FHWA-approved Dent breakaway supports (or approved equal) to be
attached to J-bolts below and base flange above. Coupling to be engineered
and installed according to manufacturer’s specifications
5. Galvanized “J” anchor bolts
6. Grade
7. Strengthening gusset
NOTE:
1
Detail
Scale: 3”=1’-0”
1 P4
7 P4
Detail | V1& V2 |
2
Detail
Scale: 3”=1’-0”
4 P4
7 P4
2
1 P4
3 P4
2
3.12

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
S I G N L O C A T I O N S
SIGNS ON THIS PAGE
NOTE: Locations are approximate. Sign
Contractor shall verify locations on site with City
Representative prior to start of fabrication.
4
3
16
14
15
11
5
7
13
8
10
12
17
9
6
G1.1
G1.1
G1.1
G1.1
V2.20
V2.21
V1.15
V1.13
V1.10
V1.9
V1.8
V2.22
V1.22
V1.20
V1.21
V2.27
V2.26
V2.25
V2.24
V2.28
V2.15
V1.16
V2.16
V1.14
V1.19
V1.18
V1.17
V4.1
V1.12
V2.17
V4.1
V1.28
V1.25
V1.27
V1.24
V1.29
V1.26
V2.30
V1.23
V2.31
V4.1
V2.43
V2.5
V2.6
V1.5
V1.4
V2.4
V2.3
V2.2
V2.1
V1.3
V1.2
V2.14
V2.13
V2.38
V2.40
V2.33
V1.34
V1.37
V2.42
V2.9
V2.11
V2.10
V2.7
V2.8
V1.6
V1.11 V2.18
V2.37
V2.36
V1.36
V2.12
V1.7
V1.1
V2.38
V2.19
V1.40
V2.41
V1.41
V4.1
V4.1
V4.1
V4.3
V4.1
V4.2
V4.1
V4.1
V4.3 V4.3
V4.2
V4.3
V4.1
V4.1
V4.2
V4.1
V4.2
V4.1
V4.3
V4.2
V4.2
V4.3
V4.2
V4.1
V4.3
V2.44
V4.3 V4.1
V4.1
V4.2
G3.1
G3.1
V2.29
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
V4.3
V2.45 V4.3
V4.2
V4.2
V4.3
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
A3.1
A2.1
A2.2
A2.3
A2.5
A2.6
A2.7
A2.8
V3.9
V3.10
V3.7
V3.8
V3.1
V3.2
V3.3
V3.4
V3.5
V3.6
V3.11
A B
C D
V2.53
V2.54
V2.55
V2.56
V2.56
V2.54
V1 - Phase 1 V2 - Phase 1 V2 - Phase 2
V2.53
V2.55

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
SIGNS ON THIS PAGE
4
3
16
14
15
11
5
7
13
8
10
12
17
9
6
G1.1
G1.1
G1.1
G1.1
V2.20
V2.21
V1.15
V1.13
V1.10
V1.9
V1.8
V2.22
V1.22
V1.20
V1.21
V2.27
V2.26
V2.25
V2.24
V2.28
V2.15
V1.16
V2.16
V1.14
V1.19
V1.18
V1.17
V4.1
V1.12
V2.17
V4.1
V1.28
V1.25
V1.27
V1.24
V1.29
V1.26
V2.30
V1.23
V2.31
V4.1
V2.43
V2.5
V2.6
V1.5
V1.4
V2.4
V2.3
V2.2
V2.1
V1.3
V1.2
V2.14
V2.13
V2.38
V2.40
V2.33
V1.34
V1.37
V2.42
V2.9
V2.11
V2.10
V2.7
V2.8
V1.6
V1.11 V2.18
V2.37
V2.36
V1.36
V2.12
V1.7
V1.1
V2.38
V2.19
V1.40
V2.41
V1.41
V4.1
V4.1
V4.1
V4.3
V4.1
V4.2
V4.1
V4.1
V4.3 V4.3
V4.2
V4.3
V4.1
V4.1
V4.2
V4.1
V4.2
V4.1
V4.3
V4.2
V4.2
V4.3
V4.2
V4.1
V4.3
V2.44
V4.3 V4.1
V4.1
V4.2
G3.1
G3.1
V2.29
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
V4.3
V2.45 V4.3
V4.2
V4.2
V4.3
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
A3.1
A2.1
A2.2
A2.3
A2.5
A2.6
A2.7
A2.8
V3.9
V3.10
V3.7
V3.8
V3.1
V3.2
V3.3
V3.4
V3.5
V3.6
V3.11
A B
C D
V2.30
V2.33 (Phase 2)
V2.49
V2.50
V2.33
V2.30
V2.49
V2.50

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
SIGNS ON THIS PAGE
4
3
16
14
15
11
5
7
13
8
10
12
17
9
6
G1.1
G1.1
G1.1
G1.1
V2.20
V2.21
V1.15
V1.13
V1.10
V1.9
V1.8
V2.22
V1.22
V1.20
V1.21
V2.27
V2.26
V2.25
V2.24
V2.28
V2.15
V1.16
V2.16
V1.14
V1.19
V1.18
V1.17
V4.1
V1.12
V2.17
V4.1
V1.28
V1.25
V1.27
V1.24
V1.29
V1.26
V2.30
V1.23
V2.31
V4.1
V2.43
V2.5
V2.6
V1.5
V1.4
V2.4
V2.3
V2.2
V2.1
V1.3
V1.2
V2.14
V2.13
V2.38
V2.40
V2.33
V1.34
V1.37
V2.42
V2.9
V2.11
V2.10
V2.7
V2.8
V1.6
V1.11 V2.18
V2.37
V2.36
V1.36
V2.12
V1.7
V1.1
V2.38
V2.19
V1.40
V2.41
V1.41
V4.1
V4.1
V4.1
V4.3
V4.1
V4.2
V4.1
V4.1
V4.3 V4.3
V4.2
V4.3
V4.1
V4.1
V4.2
V4.1
V4.2
V4.1
V4.3
V4.2
V4.2
V4.3
V4.2
V4.1
V4.3
V2.44
V4.3 V4.1
V4.1
V4.2
G3.1
G3.1
V2.29
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
V4.3
V2.45 V4.3
V4.2
V4.2
V4.3
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
A3.1
A2.1
A2.2
A2.3
A2.5
A2.6
A2.7
A2.8
V3.9
V3.10
V3.7
V3.8
V3.1
V3.2
V3.3
V3.4
V3.5
V3.6
V3.11
A B
C D
V1.46
V1.53
V1.19
V1.45
V1.7
V2.52
V1.56
V1.57
V2.59
V2.58
V1.8
V1.7
V1.8
V1.19
V1.45
V1.46
V1.53
V1.56
V1.57
V2.35 (Phase 2)
V2.47 (Phase 2)
V2.48 (Phase 2)
V2.52
V2.58
V2.59
V2.48
V2.35
V2.47

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
SIGNS ON THIS PAGE
4
3
16
14
15
11
5
7
13
8
10
12
17
9
6
G1.1
G1.1
G1.1
G1.1
V2.20
V2.21
V1.15
V1.13
V1.10
V1.9
V1.8
V2.22
V1.22
V1.20
V1.21
V2.27
V2.26
V2.25
V2.24
V2.28
V2.15
V1.16
V2.16
V1.14
V1.19
V1.18
V1.17
V4.1
V1.12
V2.17
V4.1
V1.28
V1.25
V1.27
V1.24
V1.29
V1.26
V2.30
V1.23
V2.31
V4.1
V2.43
V2.5
V2.6
V1.5
V1.4
V2.4
V2.3
V2.2
V2.1
V1.3
V1.2
V2.14
V2.13
V2.38
V2.40
V2.33
V1.34
V1.37
V2.42
V2.9
V2.11
V2.10
V2.7
V2.8
V1.6
V1.11 V2.18
V2.37
V2.36
V1.36
V2.12
V1.7
V1.1
V2.38
V2.19
V1.40
V2.41
V1.41
V4.1
V4.1
V4.1
V4.3
V4.1
V4.2
V4.1
V4.1
V4.3 V4.3
V4.2
V4.3
V4.1
V4.1
V4.2
V4.1
V4.2
V4.1
V4.3
V4.2
V4.2
V4.3
V4.2
V4.1
V4.3
V2.44
V4.3 V4.1
V4.1
V4.2
G3.1
G3.1
V2.29
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
G2.1
V4.3
V2.45 V4.3
V4.2
V4.2
V4.3
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
K1.1
A3.1
A2.1
A2.2
A2.3
A2.5
A2.6
A2.7
A2.8
V3.9
V3.10
V3.7
V3.8
V3.1
V3.2
V3.3
V3.4
V3.5
V3.6
V3.11
A B
C D
V1.24
V1.28
V1.22
V2.15
V2.20
V1.22
V1.24
V1.26
V1.28
V2.15 (Phase 2)
V2.16 (Phase 2)
V2.20 (Phase 2)
V2.16
V1.26

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
M E S S A G E S C H E D U L E
Number Sign Type Qty Face Arrow Message Graphics Elevation Location Phase Comments
V1 12
V1.7 Vehicular Guide A h
f
g
Historic District
______________________
WWCC
Mustang Loop Trail
Dinosaur Exhibit
______________________
Chamber/Visitor Ctr
Graphic header 3.1 4.3 1 Large vehicular guide with 4 to 5 lines maximum
B Logo
V1.8 Vehicular Guide A g To Interstate 80
Historic District
WWCC
Mustang Loop Trail
Dinosaur Exhibit
B Logo
V1.19 Vehicular Guide A f
g
Chamber/Visitor Ctr
______________________
WWCC
Mustang Loop Trail
Hospital
B Logo
g
Bunning Park
______________________
Historic District
Museum
City Hall
B Logo
g
To Interstate 80
______________________
Bunning Park
Historic District
Museum
City Hall
B Logo

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
V1.26 Vehicular Guide A k
h
Hospital
______________________
Bunning Park
Historic District
Museum
City Hall
B Logo
g
Historic District
Museum
City Hall
______________________
Hospital
B Logo
f
g
WWCC
Mustang Loop Trail
Dinosaur Exhibit
______________________
To Interstate 80
______________________
Historic District
B Logo
f
Library
Family Rec Center
______________________
Crossroads Park
Trap Club
B Logo
f
Library
Crossroads Park
______________________
To Interstate 80
Historic District
B Logo

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
g
Family Rec Center
Shopping/Library
______________________
Chamber/Visitor Ctr
WWCC
Historic District
B Logo
g
Chamber/Visitor Ctr
Historic District
______________________
Library
Family Rec Center
B Logo
V2 17
f
Veterans Park
To Interstate 80
______________________
Hospital
Graphic header 3.4 4.4 2 Medium vehicular guide with 2 to 3 lines maximum
B Logo
V2.16 Vehicular Guide A f To Interstate 80
Veterans Park
B Logo
f
To Interstate 80
Bunning Park
______________________
Hospital
B Logo
g
Events Complex
Golf Course
______________________
Historic District
B Logo

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
f
To Interstate 80
Historic District
______________________
Wild Horse Corrals
B Logo
f
Library
______________________
Crossroads Park
B Logo
g
Family Rec Center
______________________
Crossroads Park
B Logo
f
g
Family Rec Center
______________________
Library
______________________
Shopping
B Logo
V2.49 Vehicular Guide A g Visitor Center
Events Complex
B Logo
V2.50 Vehicular Guide A g Visitor Center
Events Complex
B Logo
V2.52 Vehicular Guide A h WWCC
Mustang Loop Trail
Dinosaur Exhibit
B Logo

P R E S E N T S
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20% 20% 20% 20%
42 90 44 33
117 43 76
75 2B 4C
70%
50%
20%
g
Family Rec Center
______________________
Historic District
B Logo
V2.54 Vehicular Guide A f Family Rec Center
Shopping
B Logo
g
WWCC
Historic District
______________________
Family Rec Center
B Logo
g
Shopping
______________________
Family Rec Center
B Logo
f
g
Visitor Center
______________________
Historic District
______________________
To (I-80 Symbol)
B Logo
g
Historic District
______________________
Visitor Center
To Interstate 80
B Logo

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