Missoula, MT. Wayfinding and Signage System 100% DESIGN INTENT DRAWINGS. November 3, 2014

Transcription

1 Missoula, MT 100% DESIGN INTENT DRAWINGS November 3, 2014

2 Note: Only sheets related to Phase I project included in BID Document. Section 1 SIGN SYSTEM STANDARDS A. Graphic Standards Typography Specifications... A.1 Terminologies... A.4 Project Artwork... A.6 Reflective & Opaque Vinyl Chart... A.9 Paint and Materials Chart... A.10 B. Placement Guidelines Standard Sign Placements... B.1 Section 2 SIGNAGE DRAWINGS C. Menu of Sign Types Gateway Signage Overview... C.1 District Signage Overview... C.2 Vehicular Signage Overview... C.3 Parking Signage Overview... C.5 Parks & Recreation Signage Overview... C.6 Pedestrian Signage Overview... C.7 D. Design Intent Drawings GATE.1A... D.1 GATE1.B-C... D.2 DIST.1... D.3 DIST.2... D.4 DIST.3... D.5 VDIR.1... D.6 VDIR.2... D.7 VDIR.3... D.8 VDIR.4... D.9 VDIR.5... D.10 VDIR.6... D.11 VDIR.... D.1 PARK D.1 PARK D.1 PARK D.1 PARK D.1 PARK D.1 PARK D.1 DEST D.1 PARKID D. PARKID D.2 PARKID D.2 PARKID D.2 PARKID D.2 PED D.2 PED D.2 MAP D.2 KIOSK D.2 KIOSK D.2 INTERP D. INTERP D.3 INTERP D.3 TRAIL.1... D.3 TRAIL.2... D.3 TRAIL.3... D.3 TRAIL.4... D.3 REG D.3 REG D.3 COMM.1... D.3 E. Graphic Layouts DIST.3... E.1 VDIR E.2 VDIR E.3 PARK.2... E.4 PARK E.5 DEST.1... E.6 PARKID.1... E.7 PARKID.2... E.8 PARKID E.9 PED E.10 TRAIL E.10 F. Construction Details GATE.1 Section Details... F.1 DIST.1-3 Section Details... F.2 VDIR.1-6 Section Details... F.5 PARK.3-5 Section Details... F.6 DEST.1 Section Details... F.8 PARKID.1-5 Section Details... F.9 PED.2 Section Details... F.12 KIOSK.1-2 Section Details... F.13 INTERP.1-2 Section Details... F.15 TRAIL.1-3 Section Details... F.16 Transpo AI4 BreakSafe... F.17 Transpo AS4 BreakSafe... F.19 Plate-to-Plate Footers... F.21 Footer Placement... F.23 Lighting... F.24 Solar Power... F.25 Table of Contents

3 SECTION 1 Sign System Standards

4 A Graphic Standards

5 Clearview Highway ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz SPECIFICATIONS The Clearview typeface is the required message font for vehicular sign types VDIR.1-6, PARK.2-6, DEST.1, and PDEST.1-4 All type shall be set exactly as specified. Substitutions will only be accepted, at the DESIGNER S discretion, where they match the specified typeface in every detail. The FABRICATOR should be aware that different versions of typesetting equipment may not satisfactorily match specified typefaces and in such instances will not be acceptable. Amongst the several mechanical Arts that have engaged my attention, there is no one which I have pursued with so much steadiness and pleasure, as that of Letter Founding. Downtown Downtown Downtown acceptable NOT acceptable NOT acceptable 123A 123A 123A acceptable NOT acceptable NOT acceptable Sometimes the Foot mark is mistaken for an apostrophe and an inch mark is mistaken for quotations. Below are examples of correct and incorrect apostrophe s for each typeface. Clearview Highway ' This apostrophe is CORRECT. PARK S This apostrophe is INCORRECT. PARK'S NOTES The Clearview typeface is the required message font for vehicular sign types VDIR.1-6, PARK.2-6, DEST.1, and PDEST.1-4. SUBCONSULTANT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Typography Specifications A.1

6 Trebuchet MS Italic ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz Amongst the several mechanical Arts that have engaged my attention, there is no one which I have pursued with so much steadiness and pleasure, as that of Letter Founding. Downtown Downtown Downtown acceptable NOT acceptable NOT acceptable 123A 123A 123A acceptable NOT acceptable NOT acceptable Trebuchet MS Regular ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz !@#$%^ Amongst the several mechanical Arts that have engaged my attention, there is no one which I have pursued with so much steadiness and pleasure, as that of Letter Founding. Downtown Downtown Downtown acceptable NOT acceptable NOT acceptable 123A 123A 123A acceptable NOT acceptable NOT acceptable SPECIFICATIONS The Trebuchet Italic and Regular typefaces are utilized for messages on pedestrian, gateway, and district sign types, and for secondary messages on industrial park signs. All type shall be set exactly as specified. Substitutions will only be accepted, at the DESIGNER S discretion, where they match the specified typeface in every detail. The FABRICATOR should be aware that different versions of typesetting equipment may not satisfactorily match specified typefaces and in such instances will not be acceptable. NOTES The Trebuchet Italic and Regular typefaces are utilized for messages on pedestrian, gateway, and district sign types, and for secondary messages on industrial park signs. SUBCONSULTANT Sometimes the Foot mark is mistaken for an apostrophe and an inch mark is mistaken for quotations. Below are examples of correct and incorrect apostrophe s for each typeface. TREBUCHET MS ITALIC ' This apostrophe is CORRECT. PARK S This apostrophe is INCORRECT. PARK'S These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Sometimes the Foot mark is mistaken for an apostrophe and an inch mark is mistaken for quotations. Below are examples of correct and incorrect apostrophe s for each typeface. TREBUCHET MS REGULAR ' This apostrophe is CORRECT. PARK S This apostrophe is INCORRECT. PARK'S Typography Specifications A.2

7 LETTER-SPACING Inconsistencies in Letter Spacing Corrected Letter Spacing SPECIFICATIONS Individual spacing of each letter needs to be evaluated. All copy shall be kerned so that each character is optically centered between the center of each of the surrounding characters. TYPEFACE 1 TYPEFACE 1 Missoula Missoula TYPEFACE 2 TYPEFACE 2 Missoula Missoula TYPEFACE 3 TYPEFACE 3 Missoula Missoula IMPORTANT: Individual spacing of each letter needs to be evaluated. See Examples Above. Kern all Copy so that each character is optically centered between the center of each of the surrounding characters. SIGN TEXT STANDARDS COPY HEIGHT LINE SPACING NOTES When measuring copy height, measure only the height of the Capital letters to determine your overall copy height (shown in illustration below as X ) Some of the other letters have an extended height beyond the average height of the letters. When measuring line spacing, always measure from the baseline of the topmost text line to the baseline of the text line below (shown as X ) X EjklH baseline X EjklH EjklH baseline baseline SUBCONSULTANT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Typography Specifications A.3

8 SPECIFICATIONS 3" 3'-4" Vehicular Panel Width Terminology shown represents graphic breaks for Vehicular Directional signs with 4 inch high copy. 4" VISITOR SERVICES Visitor Center GOVERNMENT City Hall Courthouses County Courthouse Federal Courthouse Public Library Post Office PUBLIC PARKING Parking Garages AGRI-TOURISM Ten Spoons Winery MAJOR ATTRACTIONS Adams Center Caras Park Carousel Childrens Museum Civic Stadium County Fairgrounds Currents Aquatic Ctr Glacier Ice Rink Smokejumper Visitor Center Snowbowl Ski Area SpectrUM Splash Montana Washington Grizzly Stadium MUSEUMS / CULTURAL Elk Country Visitor Center Missoula Art Museum MCT Theatre Museum of Art and Culture Wilma Theatre MUSEUMS / HISTORIC Hist Museum Fort Missoula MT Natural History Center Museum of Mtn Flying Nat Forest Serv Museum Military Hist Museum EDUCATION Missoula College University of Montana TRANSPORTATION Greyhound Bus Depot Missoula Intl Airport Mountain Line Transit TRAILBLAZERS Providence St Patrick Hospital Community Medical Center Canyon River Public Golf Larchmont Public Golf University Montana Public Golf DISTRICTS Airport Bus. District* Downtown Fort Missoula Midtown District North Reserve District Only message within vehicular * sign system permitted to utilize a period, per FHWA. Highlands Public Golf Linda Vista Public Golf PARKS/RECREATION Big Sky Park Bonner Park Dornblaser Stadium Fort Missoula Regional Park Greenough Park McCormick Park MoBASH Skatepark Playfair Park Rattlesnake Rec Area Riverfront Parks Silver Park Toole Park ALL TYPE SHALL BE SET EXACTLY AS SPECIFIED. NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. SUBCONSULTANT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Vehicular Terminologies A.4

9 SPECIFICATIONS 1'-5" Max. Message Width Terminology shown represents graphic breaks for Pedestrian Directional signs with 1 inch high copy. VISITOR INFORMATION MUSEUMS/CULTURAL PARKS & RECREATION ALL TYPE SHALL BE SET EXACTLY AS SPECIFIED. 1" Chamber of Commerce Childrens Museum Bess Reed Park Downtown Info Missoula Art Museum Bitterroot Trail Visitor Center MCT Theatre Clark Fork Natural Park MT Natural History Ctr Greenough Park GOVERNMENT City Hall Roxy Theater Jacobs Island Park County Courthouse Wilma Theatre Kim Williams Trail Federal Courthouse Zootown Arts Comm Ctr Kiwanis Park Post Office Public Library MAJOR ATTRACTIONS Adams Center Brennans Wave McCormick Park Milwaukee Trails MoBASH Skatepark EDUCATION Missoula College University of Montana HOSPITAL Providence St Patrick TRANSPORTATION Greyhound Bus Depot Mountain Line Transit Caras Park Carousel Clark Fork River Currents Aquatic Center Childrens Museum Hip Strip Civic Stadium Riverfront Parks and Trails Ron McDonald Trail Toole Park PUBLIC PARKING Bank Street Garage Central Park Garage Park Place Garage NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. SUBCONSULTANT Washington Grizzly Stadium These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Pedestrian Terminologies A.5

10 SPECIFICATIONS GRAPHIC ELEMENTS Utilized in Gateway & District ID signage All artwork pictured on this page will be provided to the sign fabricator by the designer and/or client. This artwork must be used for all sign applications in this provided documentation. Do NOT substitute with any other artwork! SYMBOLS Utilized in Vehicular Parking Trailblazer sign type PARK.1 only. ARKING Utilized in Vehicular & Pedestrian sign types that are NOT in the public right-of-way. USE of Arrows When multiple directions are required on a sign, the following directional hierarchy shall take precedent. See Example below. Reference Message Schedule for individual Messages. MUTCD D4-1 Public Parking Straight Arrow ARROWS Utilized in Vehicular Directional signage Left Arrow Right Arrow NOTES Left Arrow Up-Left Arrow Straight Arrow Up-Right Arrow Right Arrow SUBCONSULTANT Straight-Left Arrow Up-Straight-Left Arrow Up-Straight-Right Arrow Straight-Right Arrow These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Project Artwork Vehicular & Gateway Signage A.6

11 SPECIFICATIONS GRAPHIC ELEMENTS Utilized in Pedestrian Kiosks and Park ID signage All artwork pictured on this page will be provided to the sign fabricator by the designer and/or client. This artwork must be used for all sign applications in this provided documentation. Do NOT substitute with any other artwork! SYMBOLS Utilized in Pedestrian Directionals, Kiosks and Park ID signage that are NOT in the public right-of-way. Amphitheater Baseball Basketball Court Bike Friendly Covered Picnic Area Dogs Allowed Fishing Family Friendly Ice Skating Pedestrian Friendly Picnic Tables Playground NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. Restroom Skiing Soccer Swimming Tennis Volleyball Court SUBCONSULTANT Public Parking These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Project Artwork Pedestrian & Park Signage A.7

12 SPECIFICATIONS ARROWS Utilized in Pedestrian & Trail Directional Signage All artwork pictured on this page will be provided to the sign fabricator by the designer and/or client. This artwork must be used for all sign applications in this provided documentation. Do NOT substitute with any other artwork! Left Arrow Up-Left Arrow Straight Arrow Up-Right Arrow Right Arrow Straight-Left Arrow Up-Straight-Left Arrow Up-Straight-Right Arrow Straight-Right Arrow NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. SUBCONSULTANT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Project Artwork Pedestrian A.8

13 R REFLECTIVE VINYL NAME SPECIFICATION APPLICABLE PROCESS R1 R2 R3 R4 R5 White Blue Dark Green Light Green 3M High Intensity Prismatic Reflective Sheeting 3930 Color: White 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone 383 Bright Blue 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone 7697 Knockout White: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. SPECIFICATIONS The FABRICATOR must submit three (3) identical sets of each color specified for approval prior to any painting. Sample paint swatches must be produced on.080" aluminum sheet, approximately 3" x 6", including primer and free of defects. Sample material swatches should be the same approximate size. Samples MUST have project and color specifications attached to back side. The colors must look exactly the same every time they are used so that people associate them with the Missoula Montana Wayfinding Program. All media, vinyl, paint, and inks must be produced so that the colors match as specified on this page. R6 Light Blue 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone 5405 Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. R7 Dark Slate 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Matthews Paint MP10269 Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. R8 Lemon Yellow 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: 3M Schotchlite Lemon Yellow Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. R9 MUTCD Green 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: MUTCD Green PMS 342 Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. R10 Light Brown 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone 154 Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. R11 Beige 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone 7501 Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. R12 Light Gray 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone 420 Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. R13 Dark Slate 3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Matthews Paint MP10269 Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet. * MUST comply with MUTCD section Table 2A-3 Minimum maintained retroreflectivity levels. Approved process: Durst RHO 161 TS printer. Sherine Industries: (604) NOTE: All 3M products are to be processed and applied according to 3M specifications. The seaming of material is NOT preferred. If the height of a sign panel is greater then 48 inches, the 3M 3930 material should be oriented vertically with stripes at 0 degrees, to avoid the seaming of material. If seaming is required, it should occur at the rule line or between messages. V VINYL NAME SPECIFICATION APPLICABLE PROCESS V1 White 3M Schotchcal Opaque Vinyl Color: 180C-10 White Surface applied. V2 Brilliant Green 3M Schotchcal Translucent Vinyl Color: Brilliant Green Surface applied. V3 Bright Blue 3M Schotchcal Opaque Vinyl Color: Bright Blue Surface applied. NOTES SUBCONSULTANT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Vinyl Color Chart A.9

14 SPECIFICATIONS P PAINTS NAME SPECIFICATION APPLICABLE PROCESS P1 P2 P3 P4 White Blue Green Dark Green To match Matthews Paint MP11477 To match Pantone 7477 To match Pantone 399 To match Pantone 7496 Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. The FABRICATOR must submit three (3) identical sets of each color specified for approval prior to any painting. Sample paint swatches must be produced on.080" aluminum sheet, approximately 3" x 6", including primer and free of defects. Sample material swatches should be the same approximate size. Samples MUST have project and color specifications attached to back side. The colors must look exactly the same every time they are used so that people associate them with the Missoula Montana Wayfinding Program. All media, vinyl, paint, and inks must be produced so that the colors match as specified on this page. P5 Light Brown To match Pantone 154 Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. P6 Dark Brown To match Pantone 161 Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. P7 Dark Slate To match Matthews Paint MP10269 Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. P8 Silver Slate To match Matthews Paint MP4663 P9 Information Blue To match Pantone 294 P10 Light Gray To match Pantone 420 P11 Beige To match Pantone 7501 Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. Surface applied, exterior sign paint and protective top coat: MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish. M MATERIALS NAME SPECIFICATION PROCESS M1 Stone Chief Cliff Stone, sm-med-lrg mix Split. Sides Chiseled. Mortared with Dry Stack appearance. M2 Concrete Formed concrete cap/ base M3 Wood Local reclaimed wood roughsawn cedar/fir, natural M4 Steel Mill finish M5 Aluminum Pin-mounted (non-corrosive) individual aluminum letters Clear anodizing over natural aluminum finish M6 M7 Acrylic Milk white acrylic sheet Phenolic Resin Panel dhpl exterior grade M8 Porcelain Enamel Panel Porcelain Enamel graphics M9 Cabinet Visiontron custom exterior bulletin board Hi resolution CMYK printed graphics set into phenolic resin exterior grade panels. Porcelain enamel pigments heat-treated onto steel panel. Hinged door one side with tempered glass, locking mechanism. Or equal. NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. SUBCONSULTANT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Paint & Materials Chart A.10

15 B Placement Guidelines

16 SPECIFICATIONS SIGN TYPE a MEASURE PREFFERED DISTANCE MINIMUM DISTANCE Distance from Edge of Sign Panel to Edge of Curb 2'-0" or more 1' - 0" FIGURE 6 - Lateral Clearance Guidelines Within some of the Downtown areas of Missoula Montana, urban conditions and narrow sidewalks may cause deviation from the standards articulated in the previous figures. Conditions may include less lateral clearance for the 2'-0" or 5'-0" preferred distance from edge of sign panel to curb, or placement at 2'-0" or 5'-0" would create an obstacle (i.e. post positioned in middle of the side walk) or create situations of non-compliance to ADA clearances. b Distance from Sign Post to Nearest Obstruction 4' - 0" or more 3' - 0" In these cases guidelines must be consistent with MUTCD Section 2A.19 options for urban areas. Suggested recommendations for relocation of signs if placement is in conflict with guidelines. c d Distance from Edge of Sign Panel to 4' - 0" or more 1' - 0" Nearest Overhead Obstruction Sign Placement in Relation to Adjacent Building align to building Edge Do Not obstruct Entrance OPTION A: Position the sign at a minimum of 2'-0" or 5'-0" (face of curb to edge of sign panel) as required. OPTION B: If the sign can be moved, without disrupting routing or sequencing, then it should be repositioned to achieve the 2'-0" or 5'-0" min. If 2'-0" is not physically possible, then the following options should be allowed: OPTION C: The sign set back should be position at 1'-6". If that is not possible then... Figure 6 Not to Scale e f Distance from Face of Sign to Nearest Tree Branch Distance from Face of Sign to Nearest Utlity Pole 20' - 0" or more 15' - 0" 15' - 0" or more 10' - 0" OPTION D: Utilize a minimum 1'- 0", in accordance with MUTCD, only as a final option. g Distance from Back of Sign to Nearest Tree Branch 8' - 0" or more 3' - 0" g h b c h Distance from Back of Sign to Nearest Utility Pole 15' - 0" or more 10' - 0" Measurements and Distances shown are guidelines only prevailing local and state codes shall supersede information presented. NOTES a e f SUBCONSULTANT d These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Sign Placement Guidelines B.4

17 SPECIFICATIONS FIGURE 7 - Lateral Clearance Guidelines Gutter Curb Example of Sidewalk & City Right of Way (Sidewalk widths vary) Within some of the Downtown areas of Missoula Montana, urban conditions and narrow sidewalks may cause deviation from the standards articulated in the previous figures. Conditions may include less lateral clearance for the 2'-0" or 5'-0" preferred distance from edge of sign panel to curb, or placement at 2'-0" or 5'-0" would create an obstacle (i.e. post positioned in middle of the side walk) or create situations of non-compliance to ADA clearances. In these cases guidelines must be consistent with MUTCD Section 2A.19 options for urban areas. Suggested recommendations for relocation of signs if placement is in conflict with guidelines. OPTION A: Position the sign at a minimum of 2'-0" or 5'-0" (face of curb to edge of sign panel) as required. ADA required 3'-0" minimum 2-0 typ. to Curb (1-0 Min.) Sign Panel Sidewalk Element: Canopy, Bench, Tree-grate Stairs, Building Entrance, etc. Pole/Breakaway 5 Foot Furnishing Zone SIGN TYPE DISTANCE FROM EDGE OF CURB TO EDGE OF SIGN PANEL DISTANCE FROM CENTER OF POST TO EDGE OF CURB VDIR.1-3 1'-0" 1'-9" VDIR.1-3 1'-6" 2'-3" VDIR.1-3 2'-0" 2'-9" VDIR.4-6 1'-0" 1'-8" VDIR.4-6 1'-6" 2'-2" VDIR.4-6 2'-0" 2'-8" PARK.3-4 1'-0" 1'-2" PARK.3-4 1'-6" 1'-8" PARK.3-4 2'-0" 2'-2" DEST.1 1'-0" 1'-8" DEST.1 1'-6" 2'-2" OPTION B: If the sign can be moved, without disrupting routing or sequencing, then it should be repositioned to achieve the 2'-0" or 5'-0" min. If 2'-0" is not physically possible, then the following options should be allowed: OPTION C: The sign set back should be position at 1'-6". If that is not possible then... OPTION D: Utilize a minimum 1'- 0", in accordance with MUTCD, only as a final option. NOTE: All locations shall be installed within the City ROW. If during the initial survey it is determined any part of the sign (pole or panel) extends outside of the City s Right of Way vertical plane and into private property, the installer must notify the city prior to fabrication/installation. DEST.1 2'-0" 2'-8" PED.2 1'-0" 2'-3" PED.2 1'-6" 2'-9" PED.2 2'-0" 3'-3" BIKE.1-3 1'-0" 2'-0" NOTES 1 Reference View: Example - 5 foot Furnishing Zone / City Right of Way SCALE: Not To Scale Note: Top View of VDIR.1-3 shown as example. Figure 7 Not to Scale BIKE.1-3 1'-6" 2'-6" BIKE.1-3 2'-0" 3'-0" REG.1 1'-0" 2'-0" REG.1 1'-6" 2'-6" REG.1 2'-0" 3'-0" REG.2 1'-0" 1'-9" REG.2 1'-6" 2'-3" REG.2 2'-0" 2'-9" SUBCONSULTANT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Sign Placement Guidelines B.5

18 SECTION 2 Signage Drawings

19 C Menu of Sign Types

20 N W N ORANGE STREET W PINE ST. 4 W SPRUCE ST Min Walk Radius 6 30 RYMAN ST. RYMAN ST N HIGGINS AVENUE KIWANIS ST DESTINATION: BANK ST. E SPRUCE ST. 3 E PINE ST. 21 KIWANIS ST. Montana E S VISITOR INFORMATION MAJOR ATTRACTIONS HOSPITAL EDUCATION 1 Chamber of Commerce 4 Adams Center (UM) 26 St. Patrick Hospital 27 27R. University of Montana 2 Visitor Center (MSO Hub) 3 Caras Park 3 Missoula Downtown Association 4 Carousel + Dragon Hollow SPORTING FACILITIES (NON-PARKS) PARKS / RECREATION 38 Currents Aquatics Center 38 Currents Aquatic Center 3 3G. Caras Park MUSEUMS / CULTURAL 6 Families First Children s Museum 40 MoBASH Skatepark 4 4G. Carousel + Dragon Hollow 4 Adams Center (UM) 33 Farmer s Markets 38 38R. Currents Aquatic Center 5 Elk Country Visitor Center 34 Farmer s Markets TRANSPORTATION 7 7G. Jacob s Island Park (Rocky Mtn. Elk Foundation) 30 Mountain Line Transfer Center 8 8G. Kiwanis Park 6 Families First Children s Museum GOVERNMENT OFFICES / SPACES 9 9G. McCormick Park 7 Missoula Art Museum 18 City Hall 14 AGRI-TOURISM 14G. Toole Park 8 MCT Center for the Performing Arts 20 Federal Courthouse 32 Clark Fork Market 9 Montana Museum of Art & Culture (UM) 21 Public Library 33 Missoula Farmer s Market 10 spectrum (UM - Skagg s Bldg) 22 Post Office - Hellgate 34 Missoula Saturday Market 11 Wilma Theater 8 8 EADLERST E COTTONWOOD ST COTTONWOOD ST TOOLE AVE 26 S 5TH STREET VISITOR INFORMATION Chamber of Commerce Visitor Center (MSO Hub) Missoula Downtown Association MUSEUMS / CULTURAL Adams Center (UM) Elk Country Visitor Center (Rocky Mtn. Elk Foundation) Families First Children s Museum Missoula Art Museum MCT Center for the Performing Arts Montana Museum of Art & Culture (UM) spectrum (UM - Skagg s Bldg) Wilma Theater S HIGGINS AVENUE 6 W PINE ST KIWANIS ST MAJOR ATTRACTIONS Adams Center (UM) Caras Park Carousel + Dragon Hollow Currents Aquatics Center Families First Children s Museum Farmer s Markets Farmer s Markets GOVERNMENT OFFICES / SPACES City Hall Federal Courthouse Public Library Post Office - Hellgate BANK ST. S 6TH STREET KIWANIS ST E PINE ST. 8 ARTHUR AVENUE 200 E MAIN ST. HOSPITAL St. Patrick Hospital SPORTING FACILITIES (NON-PARKS) Currents Aquatic Center MoBASH Skatepark TRANSPORTATION Mountain Line Transfer Center AGRI-TOURISM Clark Fork Market Missoula Farmer s Market Missoula Saturday Market 8 E PINE ST FRONT ST. 7 EDUCATION 27R. University of Montana PARKS / RECREATION 3G. Caras Park 4G. Carousel + Dragon Hollow 38R. Currents Aquatic Center 7G. Jacob s Island Park 8G. Kiwanis Park 9G. McCormick Park 14G. Toole Park 1 SPECIFICATIONS MENU OF SIGN TYPES Pedestrian Directional Pedestrian Map Pedestrian Information Kiosks PEDESTRIAN SIGNAGE ONLY NOTE: The " i " symbol is only being used on pedestrian signage, will be placed away from the sidewalk edge and will be positioned so that it is not easily readable from a automobile. Visitor Center Wilma Theater Missoula Art Museum Federal Courthouse MCT Theatre County Courthouse Parking Garages Riverfront Parks and Trails Visitor Center Wilma Theater Missoula Art Museum Federal Courthouse MCT Theatre County Courthouse Parking Garages Riverfront Parks and Trails EET T WOODY ST. WOODY ST. W FRONT ST. CAROUSEL DR. N PATTEE ST. S PATTEE ST. Missoula CLAY ST. WASHINGTON ST. N ADAMS ST. N ADAMS ST. LAMBROS DR. JEFFERSON ST. N W TEPHENS AVENUE 9 40 MAY ST. W ADLER ST. W BROADWAY STREET E BROADWAY STREET CHESTNUT ST. MCCORMICK ST. 26 W FRONT ST. HAZEL ST. W SPRUCE ST. S ORANGE STREET OWEN ST. MYRTLE ST. 4 6 N ORANGE STREET WOODY ST. WOODY ST. 3 W FRONT ST. CAROUSEL DR RYMAN ST. RYMAN ST W SPRUCE ST. 2 3 S PATTEE ST. 7 N PATTEE ST. N HIGGINS AVENUE N HIGGINS AVENUE LAMBROS DR. WASHINGTON ST. CLAY ST DESTINATION: Missoula 8 N ADAMS ST. E SPRUCE ST. 8 JEFFERSON ST. N ADAMS ST. HARTMAN ST. E ADLER ST. MADISON BRIDGE 10 MADISON ST. 9 Montana MONROE ST. LEE ST. MONROE ST. 27 JACKSON ST E S 20 NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. PED.1 Pedestrian Directional PED.2 Pedestrian Directional MAP.1 Pedestrian Map KIOSK.1 Pedestrian Kiosk- Small KIOSK.2 Pedestrian Kiosk -Large These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Pedestrian Signage Overview C.7

21 SPECIFICATIONS MENU OF SIGN TYPES Pedestrian Interpretive Stories Parks Trail Pedestrian Directionals PEDESTRIAN SIGNAGE ONLY NOTE: The " i " symbol is only being used on pedestrian signage, will be placed away from the sidewalk edge and will be positioned so that it is not easily readable from a automobile. Milwaukee Trail Pedestrian Bridge University of Montana Ron McDonald Trail Milwaukee Trail Pedestrian Bridge University of Montana Ron McDonald Trail NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. INTERP.1 Interpretive Story Single-Sided INTERP.2 Interpretive Story Double-SIded INTERP.3 Interpretive Story Single-Sided TRAIL.1 Trail Directional Double-Sided TRAIL.2 Trail Directional 4-Sided Clark Fork Natural Park TRAIL.3 Trail Identification Double-Sided 4. 0 MI. TRAIL.4 Trail Bollard These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Pedestrian Signage Overview C.8

22 KEY: S V8 9 D Design Intent Drawings Color Designator Specification Note The Color Designator Chart is found in the Graphic Standards section. The Specification Notation is found on the same page as the drawings.

23 SPECIFICATIONS SIGN TYPE: PED.1 FUNCTION: Pedestrian Directional 4 Section Detail: PED.1 SCALE: 1 1/2" = 1'-0" NOTE: The " i " symbol is only being used on pedestrian signage, will be placed away from the sidewalk edge and will be positioned so that it is not easily readable from a automobile. 17. SIGN PANEL - PAINT & VINYL MATERIAL: 1/4" thk Aluminum sheet FABRICATION PROCESS: Router Cut EDGES: Smooth COLOR: custom, as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. GRAPHICS (Messages, Symbols, Arrows): 3M Scotchcal Electrocut Graphic Vinyl Film, with printed graphics. NOTE: Must pre-cut separation lines before application. FASTENER: Mechanically fastened to sleeve/ bracket with aluminum angle. Tamper-resistant hardware. 20. POLE STRAP ATTACHMENT PRODUCT: Band-It Band, or approved equal. MATERIAL: Type 201 SS SIZE: 3/4 inch FINISH: Stainless steel Finish is to match color of existing pole. FASTENER: Ultra-Lok Free End clamps NOTE: Sign Contractor to coordinate the removal or movement of interfering existing signs on poles, with the city. 2'-0" 18. SLEEVE SLEEVE MATERIAL: 3/16" thick Aluminum U-channel ANGLE: 3/16" thick Aluminum Angle FABRICATION PROCESS: Extruded EDGES: Square, Smooth COLOR: custom, as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. FASTENER: Tamper-resistant mechanically fastened to sign panel. Visitor Center Wilma Theater Missoula Art Museum Federal Courthouse MCT Theatre County Courthouse Parking Garages Riverfront Parks and Trails 2 1/2" 2'-0" 1/2" Visitor Center Wilma Theater Missoula Art Museum Federal Courthouse MCT Theatre County Courthouse Parking Garages Riverfront Parks and Trails 20 P5 18 P P PED BOTTOM BRACKET PLATE MATERIAL: 3/16" Aluminum sheet VERT BAR MATERIAL: 1"W x 1.5" thick Aluminum bar HORIZ BAR MATERIAL: 1"W x 1/2" thick Aluminum bar CURVED MATERIAL: 1/2"W x 1/4" thick Aluminum bar FABRICATION PROCESS: Machine cut, rolled, brake-formed, weld EDGES: Square SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. FASTENER: Tamper-resistant mechanically fastened to U-Channel or I-Beam post. NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 8'-0" SUBCONSULTANT 1 Front View: PED.1 SCALE: 1/2" = 1'-0" 2 Side View: PED.1 SCALE: 1/2" = 1'-0" 3 Back View: PED.1 SCALE: 1/2" = 1'-0" These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Sign Type PED.1 Pedestrian Directional D.2

24 SPECIFICATIONS SIGN TYPE: PED.2 FUNCTION: Pedestrian Directional 4 Top View: PED.2 SCALE: 1 1/2" = 1'-0" NOTE: The " i " symbol is only being used on pedestrian signage, will be placed away from the sidewalk edge and will be positioned so that it is not easily readable from a automobile. 1. 4x6 I-BEAM POST MATERIAL: Aluminum I-Beam Wide Flange (6061T6) 4" x 6" x.290" center wall FABRICATION PROCESS: Extruded EDGES: Smooth COLOR: Custom, as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. FOOTER: As per MDT breakaway specs. 2. 1/2" x 6 " WOOD PANEL MATERIAL: 1/2" X 6" local reclaimed wood roughsawn cedar/fir EDGES: Square SURFACE PROCESS: Painted or Natural. (As specified in drawing.) FASTENER: Tamper-resistant mechanically fastened. SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. FASTENER: Tamper-resistant mechanically fastened to U-Channel or I-Beam post. 21. WATER PATTERN BRACKET BRACKET MATERIAL: 2" wide x 1/4" thick Aluminum sheet LEAF PATTERN MATERIAL: 1/4" thick Aluminum sheet FABRICATION PROCESS: Machine Cut, rolled, Router Cut, stitch weld EDGES: Square SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. FASTENER: Stitch-weld all pieces. Tamperresistant mechanically fastened to I-Beam post. 1 F.12 2'-1" 1 1/2" 2'-0" Visitor Center Wilma Theater Missoula Art Museum Federal Courthouse MCT Theatre County Courthouse Parking Garages Riverfront Parks and Trails 17 P7 19 P7 1 10'-7" 7" 6" 2'-0" Visitor Center Wilma Theater Missoula Art Museum Federal Courthouse MCT Theatre County Courthouse Parking Garages Riverfront Parks and Trails P '-2 1/2" 17. SIGN PANEL - PAINT & VINYL MATERIAL: 1/4" thk Aluminum sheet FABRICATION PROCESS: Router Cut EDGES: Smooth COLOR: custom, as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. GRAPHICS (Messages, Symbols, Arrows): 3M Scotchcal Electrocut Graphic Vinyl Film, with printed graphics. NOTE: Must pre-cut separation lines before application. FASTENER: Mechanically fastened to sleeve/ bracket with aluminum angle. Tamper-resistant hardware. 19. PED BOTTOM BRACKET PLATE MATERIAL: 3/16" Aluminum sheet VERT BAR MATERIAL: 1"W x 1.5" thick Aluminum bar HORIZ BAR MATERIAL: 1"W x 1/2" thick Aluminum bar CURVED MATERIAL: 1/2"W x 1/4" thick Aluminum bar FABRICATION PROCESS: Machine cut, rolled, brake-formed, weld EDGES: Square NOTES 8'-0" 6'-6" 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 2'-0" SUBCONSULTANT 1 Front View: PED.2 SCALE: 1/2" = 1'-0" 50 2 Side View: PED.2 SCALE: 1/2" = 1'-0" 3 Back View: PED.2 SCALE: 1/2" = 1'-0" 4 Side View: PED.2 SCALE: 1/2" = 1'-0" These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Sign Type PED.2 Pedestrian Directional D.2

25 SPECIFICATIONS SIGN TYPE: INTERP.1 FUNCTION: Interpretive Panels Grass Area INTERP.1 Sidewalk 23. MAP / INFO PANEL PRODUCT NAME: Phenolic Resin panel by izone or Fossil Industries. PRODUCT: Digital high pressure laminate (dhpl) WARRANTY PERIOD: Ten (10) years from product ship date. MATERIAL THICKNESS: 1/4" thick FINISH: Matte or Satin (NO pebble or ice finish). FASTENER: Tamper-resistant mechanically fastened to decorative back panel. 36. INTERP BRACKET BRACKET MATERIAL: 1" wide x 1/4" thick Aluminum sheet PATTERN MATERIAL: 1/4" thick Aluminum sheet FABRICATION PROCESS: Machine Cut, rolled, Router Cut, stitch weld EDGES: Square SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. FASTENER: Stitch-weld all pieces. Tamperresistant mechanically fastened to I-Beam post. 44. SIGN BACKER PANEL MATERIAL: 1/4" thick Aluminum sheet FABRICATION PROCESS: Router Cut EDGES: Smooth COLOR: custom, as noted FASTENER: Tamper-resistant mechanically fastened to post /2" x 4 " WOOD PANEL MATERIAL: 1/2" X 4" local reclaimed wood roughsawn cedar/fir EDGES: Square SURFACE PROCESS: Painted or Natural. (As specified in drawing.) LETTERS: Screen-print with diluted solution of Matthews Acrylic Polyurethane, or approved equal. FASTENER: Tamper-resistant mechanically fastened. 5 Top View: INTERP.1 SCALE: 3" = 1'-0" 6 Placement: INTERP.1 SCALE: 1/2" = 1'-0" Curb 43. 3"x4" POST MATERIAL: 3" x 4" x.250" wall Aluminum rectangle FABRICATION PROCESS: Extruded EDGES: Smooth COLOR: Custom, as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish. FOOTER: Plate-to-plate sub-surface, or direct bury, to be determined by Owner. (If located in City sidewalk, must utilize Transpo Break-Safe AS4 break-away support system, as per MDT break-away specs.) 1'-1" 4" 3" 1 F.14 3'-2" 23 P7 44 P7 36 P2 44 P3 44 P4 44 Ron McDonald Trail 62 P10 62 NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 2'-0" 3'-0" P7 43 SUBCONSULTANT 1 Front View: INTERP.1 SCALE: 1/2" = 1'-0" 2 Side View: INTERP.1 SCALE: 1/2" = 1'-0" 3 Back View: INTERP.1 SCALE: 1/2" = 1'-0" 4 Side View: INTERP.1 SCALE: 1/2" = 1'-0" These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Sign Type INTERP.1 Interpretive Panels Post & Panel D.

26 SPECIFICATIONS SIGN TYPE: INTERP.3 FUNCTION: Interpretive Panels 23. MAP / INFO PANEL PRODUCT NAME: Phenolic Resin panel by izone or Fossil Industries. PRODUCT: Digital high pressure laminate (dhpl) WARRANTY PERIOD: Ten (10) years from product ship date. MATERIAL THICKNESS: 1/4" thick FINISH: Matte or Satin (NO pebble or ice finish). FASTENER: Tamper-resistant mechanically fastened to decorative back panel. Existing Wall 32. FABRICATED SIGN BACKER MATERIAL: 1/4 Thk. Alum. FABRICATION PROCESS: Custom-Router to accept Sign Panel FASTENER: Mechanically fastened/silicone to Wall Surface SURFACE PROCESS: Paint all exposed surfaces EDGES: Routed, finished smooth COLOR: Custom as noted Existing Wall 2 Section: INTERP.3 SCALE: 1" = 1'-0" INTERP.3 Exisiting wall EXIT Existing Wall 1'-1" 3 Placement: INTERP.3 SCALE: 1/2" = 1'-0" 31 3'-1" P7 23 NOTES 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 3'-0" SUBCONSULTANT 1 Front View: INTERP.3 SCALE: 1/2" = 1'-0" These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Sign Type INTERP.3 Interpretive Panels Wall Mount D.3

27 E Graphic Layouts

28 SPECIFICATIONS 1/2" 3/4" 2'-0" 1'-11" 1 1/4" 1 3/4" 1/2" 1 1/2" 3/4" 3/4" 1/2" 1 1/2" 1 1/4" 2'-0" 1'-11" 1/2" 1 3/4" 3/4" SIGN PANEL LAYOUTS: PED.1-2, TRAIL.1-2 NOTES: purposes only. drawings for review by designer and client. 3 1/2" 1 3/4" 3 1/2" 1 3/4" 2 1/2" 1" Visitor Center 2 1/2" 1" Visitor Center Riverfront Parks and Trails Riverfront Parks and Trails Wilma Theater Wilma Theater 2'-0" 1'-8" Parking Garages Missoula Art Museum Federal Courthouse 2'-0" 1'-8" Parking Garages Missoula Art Museum Federal Courthouse MCT Theatre MCT Theatre 1/2" County Courthouse 1/2" County Courthouse 1 Graphic Layout: PED.1-2 SCALE: 1 1/2" = 1'-0" NOTE: The " i " symbol is only being used on pedestrian signage, will be placed away from the sidewalk edge and will be positioned so that it is not easily readable from a automobile. NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 1/2" 1'-1" 1'-0" 1/2" 3" 3" 3" 3" 1" 1/2" 2'-5" 1/2" 2'-4" 5" 3/4" Milwaukee Trail Pedestrian Bridge University of Montana Ron McDonald Trail 1 1/2" 1/2" 1'-1" 1'-0" 1/2" 3" 3" 3" 3" 2'-5" 1/2" 2'-4" 1/2" 3/4" 1 1/2" 1" 1 1/4" Van Buren St Greenough Park Ron McDonald Trail Kiwanis Park These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. PED.1-2, TRAIL.1-2 Layout Drawings 2 Graphic Layout: TRAIL.1-2 SCALE: 1 1/2" = 1'-0" E.10

29 F Construction Details

30 SPECIFICATIONS 6 1/2" 4" 1 1/2" 3'-0" 2'-0" Construction Details Sign Type: PED.2 SS Bolt, washer and nut assembly 4" x 6" x.25" outside wall Aluminum I-Beam 1 1/2" x 5 1/2" x.25" wall Aluminum U-Channel 3 " wide x 1/4" thick Aluminum sheet Bracket 1/4" thick exterior-grade dhpl panel, double-sided 1/8" thick Aluminum Angle 1/2" X 6" roughsawn reclaimed wood, natural 3" wide x 1/4" thick Aluminum sheet Top Bracket 1 Section View: PED.2 SCALE: 3" = 1'-0" 4" 1 1/2" 2'-0" Notch 1/4" thk. Aluminum to receive dhpl panel; Narrow Set Screws (3x) through equally. NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 1'-1" 2 Section Side View: PED.2 SCALE: 3" = 1'-0" 1/4" thick Aluminum sheet Bracket 8" 3 " wide x 1/4" thick Aluminum sheet, stich-weld to Bracket both sides These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. PED.2 Construction Details F.12

31 SPECIFICATIONS Construction Details Sign Type: INTERP.1 INTERP.2 1 1/4" Deep Aluminum Sign Cabinet Pre-Drilled Porcelain Enamel Panel Tamper-Resistant Hardware 3 1/2" 9 1/2" 1/4" 1/2" 1/4" Aluminum Sheet 4" 3"x4"x.250 center wall Aluminum tube 1" wide x 1/4" thick Aluminum sheet bracket 4" 1/4" Formed Concrete Cap 1/4" Aluminum Sheet 1/4" Phenolic Resin Panel Formed Concrete Base 1/2" X 6" roughsawn reclaimed wood, natural NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 1 Section View: INTERP.1 SCALE: 3" = 1'-0" 2 Section View: INTERP.2 SCALE: 3" = 1'-0" These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. INTERP.1-2 Construction Details F.15

32 SPECIFICATIONS The FABRICATOR shall be familiar with all site conditions and shall be responsible for all underground utility checks. Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C 5" sidewalks 7" driveways 3'-0" Minimum 4 x 6 Aluminum I-Beam Transpo AI4 Break-Safe Break Away Sign Support Existing Concrete Slab Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C 3'-0" Minimum 4" 4 x 6 Aluminum I-Beam Transpo AI4 Break-Safe Break Away Sign Support Existing Pavers The FABRICATOR shall be familiar with all basement/ vault locations by obtaining plans from the local municipality Department of Public Works. Where a basement/vault interferes with a proposed location. The sign shall be relocated to a location deemed appropriate by the municipalities Department of Public Works. Where relocation is not an option the FABRICATOR will develop the appropriate mounting solution. The solution shall meet all engineering criteria as established by the standard footings (i.e. windloads). FINAL DESIGNS AND SHOP DRAWINGS SHALL BE SUPPLIED BY THE FABRICATOR FOR EACH OF THE BREAK-AWAY POLES IDENTIFIED AND A MONTANA REGISTERED PROFESSIONAL ENGINEER IS REQUIRED TO SIGN AND SEAL THE SUBMITTAL OF SHOP DRAWINGS. NOTE: 1) SOIL IS AVERAGE WITH MAXIMUM ALLOWABLE SOIL PRESSURE OF 3,000 POUNDS PER SQUARE FOOT. SOIL UNIT WEIGHT OF 125 PCF AND FRICTION ANGLE OF 30 DEGREES (ASSUMED). 2) CONCRETE STRENGTH AT 28 DAYS F C=4,000 PSI. REINFORCEMENT SHALL BE ASTM 36 FY=60,000 PSI. 3'-0" Minimum Class B Concrete Footing Reference MDT 3'-0" Minimum Class B Concrete Footing Reference MDT 3) FOLLOW 2008 MDT DESIGN STANDARDS FOR MATERIAL AND CONSTRUCTION INFORMATION FOR THE SIGN POST BASES AND FOUNDATIONS NOT OTHERWISE SPECIFIED IN THESE CONTRACT DRAWINGS. 4) FOR SIGN POST SIZES REFER TO THE DESIGN INTENT DRAWING SHEETS. 1 Section View: Concrete SCALE: 3/4" = 1'-0" 2 Section View: Pavers SCALE: 3/4" = 1'-0" NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C 5" sidewalks 7" driveways 4 x 6 Aluminum I-Beam Transpo AI4 Break-Safe Break Away Sign Support Existing Concrete Slab Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C 5" sidewalks 7" driveways Existing Concrete Slab 4 x 6 Aluminum I-Beam Transpo AI4 Break-Safe Break Away Sign Support 2'-0" 3'-0" square Class B Concrete Footing Reference MDT 1'-1" 4 4'-0" square Section View: Foundation: Extremely Shallow Depth SCALE: 3/4" = 1'-0" Class B Concrete Footing Reference MDT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Transpo BreakSafe AI4 Footer Details 3 Section View: Foundation: Shallow Depth SCALE: 3/4" = 1'-0" F.18

33 SPECIFICATIONS Construction Details Sign Type: INTERP.1 NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Transpo BreakSafe AS4 Footer Details F.19

34 SPECIFICATIONS The FABRICATOR shall be familiar with all site conditions and shall be responsible for all underground utility checks. Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C 5" sidewalks 7" driveways 3'-0" Minimum 4 x 3 Aluminum Post Transpo AS4 Break-Safe Break Away Sign Support Existing Concrete Slab Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C 3'-0" Minimum 4" 4 x 3 Aluminum Post Transpo AS4 Break-Safe Break Away Sign Support Existing Pavers The FABRICATOR shall be familiar with all basement/ vault locations by obtaining plans from the local municipality Department of Public Works. Where a basement/vault interferes with a proposed location. The sign shall be relocated to a location deemed appropriate by the municipalities Department of Public Works. Where relocation is not an option the FABRICATOR will develop the appropriate mounting solution. The solution shall meet all engineering criteria as established by the standard footings (i.e. windloads). FINAL DESIGNS AND SHOP DRAWINGS SHALL BE SUPPLIED BY THE FABRICATOR FOR EACH OF THE BREAK-AWAY POLES IDENTIFIED AND A MONTANA REGISTERED PROFESSIONAL ENGINEER IS REQUIRED TO SIGN AND SEAL THE SUBMITTAL OF SHOP DRAWINGS. NOTE: 1) SOIL IS AVERAGE WITH MAXIMUM ALLOWABLE SOIL PRESSURE OF 3,000 POUNDS PER SQUARE FOOT. SOIL UNIT WEIGHT OF 125 PCF AND FRICTION ANGLE OF 30 DEGREES (ASSUMED). 2) CONCRETE STRENGTH AT 28 DAYS F C=4,000 PSI. REINFORCEMENT SHALL BE ASTM 36 FY=60,000 PSI. Class B Concrete Footing Reference MDT Class B Concrete Footing Reference MDT 3) FOLLOW 2008 MDT DESIGN STANDARDS FOR MATERIAL AND CONSTRUCTION INFORMATION FOR THE SIGN POST BASES AND FOUNDATIONS NOT OTHERWISE SPECIFIED IN THESE CONTRACT DRAWINGS. 3'-0" Minimum 3'-0" Minimum 4) FOR SIGN POST SIZES REFER TO THE DESIGN INTENT DRAWING SHEETS. 1 Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C Section View: Concrete SCALE: 3/4" = 1'-0" 4 x 3 Aluminum Post 2 Note: Design Wind load 300 PSF 120 MPH, 3 Sec Gust Wind, Exp C Section View: Pavers SCALE: 3/4" = 1'-0" 4 x 3 Aluminum Post NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 5" sidewalks 7" driveways Transpo AS4 Break-Safe Break Away Sign Support Existing Concrete Slab 5" sidewalks 7" driveways Existing Concrete Slab Transpo AS4 Break-Safe Break Away Sign Support 2'-0" 3 3'-0" square Section View: Foundation: Shallow Depth SCALE: 3/4" = 1'-0" Class B Concrete Footing Reference MDT 1'-1" 4 4'-0" square Section View: Foundation: Extremely Shallow Depth SCALE: 3/4" = 1'-0" Class B Concrete Footing Reference MDT These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Transpo BreakSafe AS4 Footer Details F.20

35 SPECIFICATIONS 5" 3'-0" min. 1 Sonotube Size Varies by Sign Type Engineer to determine size. Section: Bolt w/ Nut Plate-to-Plate MOUNTING Concrete Pavement Surface SCALE: 1" = 1' - 0" Aluminum I-Beam (Size varies by sign type) Weep Holes as Required 5" Smooth Concrete Pad Below Grade Leveling Nuts 3" Base Concrete Slab 6" Crushed Stone 1/2" thk Aluminum Plates Poured in Place Concrete Footer 4, Days 1" DIA Steel Bolts w/ Hex Head nut at bottom Typ. vertical rebar as required Provide weather seal sand & footing Compacted Crushed Stone as Required The FABRICATOR shall be familiar with all site conditions and shall be responsible for all underground utility checks. The FABRICATOR shall be familiar with all basement/ vault locations by obtaining plans from the local municipality Department of Public Works. Where a basement/vault interferes with a proposed location. The sign shall be relocated to a location deemed appropriate by the municipalities Department of Public Works. Where relocation is not an option the FABRICATOR will develop the appropriate mounting solution. The solution shall meet all engineering criteria as established by the standard footings (i.e. windloads). FINAL DESIGNS AND SHOP DRAWINGS SHALL BE SUPPLIED BY THE FABRICATOR FOR EACH OF THE BREAK-AWAY POLES IDENTIFIED AND A MONTANA REGISTERED PROFESSIONAL ENGINEER IS REQUIRED TO SIGN AND SEAL THE SUBMITTAL OF SHOP DRAWINGS. NOTE: 1) SOIL IS AVERAGE WITH MAXIMUM ALLOWABLE SOIL PRESSURE OF 3,000 POUNDS PER SQUARE FOOT. SOIL UNIT WEIGHT OF 125 PCF AND FRICTION ANGLE OF 30 DEGREES (ASSUMED). 2) CONCRETE STRENGTH AT 28 DAYS F C=4,000 PSI. REINFORCEMENT SHALL BE ASTM 36 FY=60,000 PSI. 3) FOLLOW 2008 MDT DESIGN STANDARDS FOR MATERIAL AND CONSTRUCTION INFORMATION FOR THE SIGN POST BASES AND FOUNDATIONS NOT OTHERWISE SPECIFIED IN THESE CONTRACT DRAWINGS. 4) FOR SIGN POST SIZES REFER TO THE DESIGN INTENT DRAWING SHEETS. 5" 3'-0" min. 2 Sonotube Size Varies by Sign Type Engineer to determine size. Section: Bolt w/ Nut Plate-to-Plate MOUNTING Brick Pavers Surface SCALE: 1" = 1' - 0" Aluminum I-Beam (Size varies by sign type) Weep Holes as Required 5" Brick Pavers Below Grade Leveling Nuts 2 3" Bitum. Setting Bed 6" Crushed Stone 1/2" thk Aluminum Plates Poured in Place Concrete Footer 4, Days 1" DIA Steel Bolts w/ Hex Head nut at bottom Typ. vertical rebar as required Provide weather seal sand & footing Compacted Crushed Stone as Required NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Plate to Plate Footer Details F.21

36 NOTE: When locating a footer within a single pavement block adjacent to at least 2 expansion joints, the entire block of pavement shall be removed and replaced with the same materials and finish of adjacent sidewalk areas. 1 Plan: Footer Placement SCALE: NTS Varies CL Existing sidewalk block to be removed and replaced Sign Post Footer 3 Plan: Specialty Pavers Footer Placement SCALE: NTS Existing Specialty Pavers to be removed, saved and replaced. Sign Post Footer NOTE: The pattern of bricks need to be removed, stored and replaced in the order they were removed. Marking the Specialty Pavers sidewalk with spray paint will NOT be allowed. SPECIFICATIONS The FABRICATOR shall be familiar with all site conditions and shall be responsible for all underground utility checks. The FABRICATOR shall be familiar with all basement/ vault locations by obtaining plans from the local municipality Department of Public Works. Where a basement/vault interferes with a proposed location. The sign shall be relocated to a location deemed appropriate by the municipalities Department of Public Works. Where relocation is not an option the FABRICATOR will develop the appropriate mounting solution. The solution shall meet all engineering criteria as established by the standard footings (i.e. windloads). FINAL DESIGNS AND SHOP DRAWINGS SHALL BE SUPPLIED BY THE FABRICATOR FOR EACH OF THE BREAK-AWAY POLES IDENTIFIED AND A MONTANA REGISTERED PROFESSIONAL ENGINEER IS REQUIRED TO SIGN AND SEAL THE SUBMITTAL OF SHOP DRAWINGS. NOTE: 1) SOIL IS AVERAGE WITH MAXIMUM ALLOWABLE SOIL PRESSURE OF 3,000 POUNDS PER SQUARE FOOT. SOIL UNIT WEIGHT OF 125 PCF AND FRICTION ANGLE OF 30 DEGREES (ASSUMED). 2) CONCRETE STRENGTH AT 28 DAYS F C=4,000 PSI. REINFORCEMENT SHALL BE ASTM 36 FY=60,000 PSI. 3) FOLLOW 2008 MDT DESIGN STANDARDS FOR MATERIAL AND CONSTRUCTION INFORMATION FOR THE SIGN POST BASES AND FOUNDATIONS NOT OTHERWISE SPECIFIED IN THESE CONTRACT DRAWINGS. 4) FOR SIGN POST SIZES REFER TO THE DESIGN INTENT DRAWING SHEETS. Varies CL Class B Concrete Footing Reference State DOT Req. Standards Transpo Break-Safe, or Transpo Pole-Safe Break-Away System Sign Post Preferred Footer Detail BAD Footer Detail NOTES: 1. Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication. 2 Plan View: Footer SCALE: 1" = 1' - 0" Preferred Footer Detail BAD Footer Detail These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department. Footer Placement Preferred Footer Detail BAD Footer Detail F.23