Bowie State University - Bid Package - 2017 by jackhulmedesign

BOWIE STATE UNIVERSITY Bidding Documents - FINAL SUBMITTAL October 26, 2017

SUBMITTAL CONTENTS SECTION 1 - Specifications

SECTION 4 - Sign Elevations

SECTION 6 - Sign Details

SECTION 9 - Photo-Renderings

SHEET NAME SHEET NO.

01 1000 Project Summary

1.01-1.03

GATE.1 Main Campus Gateway

4.01

Typical Section - GATE.2

6.01

Location 701

Charlotte B. Robinson Hall

9.01

03 3000 Cast-In-Place Concrete

1.04-1.10

GATE.2 Secondary Campus Gateway

4.02

Typical Cabinet Section: VDR.1, VDR.2, PRK.1

6.02

Location 702

Computer Science Building

9.02

03 4500 Precast Architectural Concrete

1.11-1.17

LED.1

Digital Message Sign

4.03

Typical Footer Section: VDR.1, VDR.2, PRK.1

6.03

Location 703

Computer Science Building

9.03

03 2000 Unit Masonry

1.18-1.26

LOGO.1 Brand Monument Sign

4.04

Typical Cabinet Section: VDR.3, BLD.1, BLD.2

6.04

Location 704

Thurgood Marshall Library

9.04

10 1400 Technical Specifications

1.27-1.34

VDR.1 Vehicular Directional (Large)

4.05

Typical Footer Section: VDR.3, BLD.1, BLD.2

6.05

Location 705

Thurgood Marshall Library

9.05

31 1000 Demolition Specifications

1.35-1.37

VDR.2 Vehicular Directional (Medium)

4.06

Typical Cabinet Section: MAP.1, MAP.2

6.06

Location 706

Thurgood Marshall Library

9.06

Preformed Thermoplastic Overlay

1.38

VDR.3 Vehicular Directional (Small)

4.07

Typical Cabinet / Footer Sections: PDR.1

6.07

Location 707

William E. Henry Admin Building

9.07

PRK.1 Parking Lot ID 4.08

Typical Cabinet / Footer Sections: PRK.2, ADA.1

6.08

Location 708

William E. Henry Admin Building

9.08

PRK.2 Parking Space ID 4.09

Typical Section: BLD.3 6.09

Location 709

William E. Henry Admin Building

9.09

Location 710

Martin Luther King Jr. Center

9.10

Location 711

Center for Bus and Grad Studies

9.11

SECTION 2 - Graphic Standards SHEET NAME SHEET NO.

PRK.3 Parking Space ID (Painted)

Typefaces, Paints, Vinyls, Arrows, and Symbols

2.01

STR.1 Street ID Sign 4.11

SECTION 7 - Sign Location Plans

Logos and Custom Artwork

2.02

BNR.1 Banner 4.12

SHEET NAME SHEET NO.

Location 712

James E. Proctor Jr. Building

9.12

MAP.1 Pedestrian Map Kiosk (Single-Sided)

4.13

Monument Sign Locations 7.01

Location 713

James E. Proctor Jr. Building

9.13

MAP.2 Pedestrian Map Kiosk (Double-Sided)

4.14

Vehicular Directional Sign Locations

7.02

Location 714

Theodore McKeldin Gymnasium

9.14

SHEET NAME SHEET NO.

PDR.1 Pedestrian Directional 4.15

Parking Lot ID Sign Locations

7.03

Location 715

Physical Ed Complex

9.15

Monument Signs 3.01

ADA.1 ADA Trailblazer 4.16

Pedestrian Map Kiosk Locations

7.04

Location 716

Physical Ed Complex

9.16

Vehicular Signs 3.02

BLD.1

Building ID (Primary)

4.17

Pedestrian Directional Sign Location

7.05

Location 717

Physical Ed Complex

9.17

Pedestrian Signs 3.03

BLD.2

Building ID (Secondary)

4.18

Building Id Sign Locations

7.06

Location 718

Fine & Performing Arts

9.18

Architectural Lettering - Non-Illuminated

3.04

BLD.3

Building ID (Wall-Mounted)

4.19

Architectural Lettering Locations

7.07

Location 719

Fine & Performing Arts

9.19

Architectural Lettering - Non-Illuminated

3.05

LTR.9 and LTR.12

Architectural Lettering

4.20

Reserved Parking Space ID Locations

7.08

Location 720

Fine & Performing Arts

9.20

Architectural Lettering - Illuminated

3.06

LTR.18 and LTR.24

Architectural Lettering

4.21

Street ID Sign Locations

7.09

Location 721

Charlotte B. Robinson Hall

9.21

LTR.12A, LTR.18A Architectural Lettering

4.22

Sign Demolition Plan 7.10

Location 722

Martin Luther King Jr. Center

9.22

LTR.18I and LTR.24I

4.23

Location 723

Theodore McKeldin Gymnasium

9.23

Location 724

Student Center

9.24

SHEET NAME SHEET NO.

Location 725

Facilities Management

9.25

Sign Messages 8.01-8.19

Location 726

Computer Science Building

9.26

SHEET NAME SHEET NO.

Location 727

Martin Luther King Jr. Center

9.27

VDR.1 Vehicular Directional (Large)

5.01-5.02

Location 728

Center for Bus and Grad Studies

9.28

VDR.2 Vehicular Directional (Medium)

5.03-5.04

VDR.3 Vehicular Directional (Small)

5.05-5.06

SECTION 3 - Sign Families

Architectural Lettering

4.10

LTR.30I Architectural Lettering 4.24

SECTION 5 - Graphic Layouts

PRK.1 Parking Lot ID 5.07-5.09 PRK.2 Parking Spot ID 5.10-5.12 MAP.1 Pedestrian Map Kiosk (Single-Sided)

5.13

PDR.1 Pedestrian Directional 5.14 ADA.1 ADA Trailblazer 5.15-5.16 BLD.1

Building ID (Primary)

5.17-5.19

BLD.2

Building ID (Secondary)

5.20-5.21

BLD.3

Building ID (Wall-Mounted)

5.22-5.23

SECTION 8 - Sign Message Schedule

SECTION 1 Specifications 01 1000 Project Summary 1.01-1.03 03 3000 Cast-In-Place Concrete 1.04-1.10 03 4500 Precast Architectural Concrete

1.11-1.17

03 2000 Unit Masonry 1.18-1.26 10 1400 Technical Specifications

1.27-1.34

31 1000 Demolition Specifications

1.35-1.37

Preformed Thermoplastic Overlay 1.38

1.01 SECTION NAME

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

26 OCTOBER 2017

21486.00

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Additionally, power from the college electrical systems will be the sole responsibility of the contractor, and the contractor shall engage electrical and structural engineers to prepare documents and provide drawings. The Contractor shall be responsible for the full scope of electrical work including site, and components.

PROJECT INFORMATION Project Identification: Campus Wide Exterior Wayfinding Signage Bowie State University (BSU) 14000 Jericho Park Road Bowie, MD 20715

1.5

WORK BY OWNER Owner shall be responsible for removal of all existing signs not identified on Sheet 8.07 – Existing Sign Demolition Plan.

1.6

01 1000 - 1

WORK UNDER SEPARATE CONTRACTS 1. Contractor will engage an independent electrical engineer and contractor to provide power feed to Sign Types GATE.2 (Secondary Campus Gateway), LOGO.1 (Brand Monument), MAP.1 (Pedestrian Map Kiosk – Single Sided), and MAP.2 (Pedestrian Kiosk – Double Sided).

PROJECT SUMMARY

01 1000 - 2

T: 410.347.8500

Related Requirements: 1. Section 01 5000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

WORK COVERED BY CONTRACT DOCUMENTS The Work of Project: The Campus Wide Exterior Wayfinding Signage will create a new family of monument signs, vehicular signs, pedestrian signs, and architectural lettering for the campus of Bowie State University. The numerous sign types are documented in the Sign Locations Plans, Sign Message Schedule, Design Intent Drawings, and Specifications. The pedestrian map kiosk signs and brand monument sign will require power hook-up from existing campus electrical systems. Additionally, the new campus gateway will require power hook-up originating from an existing freestanding sign. The work will consist of demolition/removal of existing freestanding signs and façade mounted lettering, fabricating sign products and construction of masonry components from approved shop drawings, submittals, and workmanship samples, installation of the approved signs and masonry components, landscaping as indicated for the campus gateway signs, and restoration of all softscape, hardscape, and building facades as a result of demolition, removal, and installation.

B A LTIMORE, MD 21230

1.4

1040 HU L L STREET

Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Work by Owner. 4. Work under separate contracts. 5. Purchase contracts. 6. Owner-furnished products. 7. Contractor-furnished, Owner-installed products. 8. Access to site. 9. Coordination with occupants. 10. Work restrictions. 11. Specification and drawing conventions. 12. Miscellaneous provisions.

F: 410.347.8619

Jack Hulme, Senior Associate, Project Manager, LEED GA Lindsay Story, Senior Associate, Creative Director Mindy Dunn, Associate, Senior Designer Kirby Long, Associate, Senior Designer Tiffany McAllister, Designer

SUMMARY

PROJECT SUMMARY

01 1000 Project Summary

Design Team: Ayers Saint Gross 1040 Hull Street, Suite 100 Baltimore, MD 21230

RELATED DOCUMENTS

AY E RS SAINT GROSS

1.6

1.1

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

1.19 SECTION NAME

Store aggregates where grading and other required characteristics can be maintained and contamination avoided.

Cold-Weather and Hot-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with requirements.

Deliver preblended, dry mortar mix in moisture-resistant containers designed for use with dispensing silos. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in covered weatherproof dispensing silos.

QUALITY ASSURANCE

Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from single source from single manufacturer for each product required.

Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate.

Masonry Standard: Comply with ACI 530.1/ASCE 6/TMS 602 unless modified by requirements in the Contract Documents.

Sample Panels: Build sample panels to verify selections made under sample submittals and to demonstrate aesthetic effects. Comply with requirements in Section 014000 "Quality Requirements" for mockups. 1. Build sample panels for each type of exposed unit masonry construction in sizes approximately 48 inches (1200 mm) long by 36 inches (900 mm) high by full thickness. 2. Where masonry is to match existing, erect panels adjacent and parallel to existing surface. 3. Clean one-half of exposed faces of panels with masonry cleaner indicated. 4. Protect approved sample panels from the elements with weather-resistant membrane. 5. Approval of sample panels is for color, texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of workmanship; and other material and construction qualities specifically approved by Architect in writing. a. Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels unless such deviations are specifically approved by Architect in writing.

1.9

Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry.

PROJECT CONDITIONS

Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches (600 mm) down both sides of walls and hold cover securely in place. 2. Where one wythe of multiwythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches (600 mm) down face next to unconstructed wythe and hold cover in place.

Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least three days after building masonry walls or columns.

Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry.

Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F (4 deg C) and higher and will remain so until masonry has dried, but not less than seven days after completing cleaning.

Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

Preinstallation Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." DELIVERY, STORAGE, AND HANDLING

1.10

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

F: 410.347.8619

03 2000 Unit Masonry

T: 410.347.8500

Testing Agency Qualifications: Qualified according to ASTM C 1093 for testing indicated.

21486.00

SHEET NAME

AY E RS SAINT GROSS

1.8

ÂŠ 2017 AYERS SAINT GROSS

26 OCTOBER 2017

Include test reports, according to ASTM C 1019, for grout mixes required to comply with compressive strength requirement.

2. D.

21486.00

SECTION 1 - Specifications

B A LTIMORE, MD 21230

ÂŠ 2017 AYERS SAINT GROSS

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

1040 HU L L STREET

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

UNIT MASONRY

04 2000 - 3

UNIT MASONRY

04 2000 - 4

10.26.2017

1.20 SECTION NAME

Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not use units where such defects will be exposed in the completed Work.

Fire-Resistance Ratings: Where indicated, provide units that comply with requirements for fireresistance ratings indicated as determined by testing according to ASTM E 119, by equivalent masonry thickness, or by other means, as acceptable to authorities having jurisdiction.

2.2

Regional Materials: CMUs shall be manufactured within 500 miles (800 km) of Project site from aggregates and cement that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles (800 km) of Project site.

Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of adjacent units unless otherwise indicated. 1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions. 2. Provide square-edged units for outside corners unless otherwise indicated.

CMUs: ASTM C 90. 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2150 psi (14.8 MPa). 2. Density Classification: Normal weight unless otherwise indicated. 3. Size (Width): Manufactured to dimensions 3/8 inch less than nominal dimensions. 4. Exposed Faces: Provide color and texture matching the range represented by Architect's sample. CONCRETE AND MASONRY LINTELS

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Regional Materials: Brick shall be manufactured within 500 miles (800 km) of Project site from materials that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles (800 km) of Project site.

General: Provide shapes indicated and as follows, with exposed surfaces matching finish and color of exposed faces of adjacent units: 1. For ends of sills and caps and for similar applications that would otherwise expose unfinished brick surfaces, provide units without cores or frogs and with exposed surfaces finished. 2. Provide special shapes for applications where stretcher units cannot accommodate special conditions, including those at corners, movement joints, bond beams, sashes, and lintels. 3. Provide special shapes for applications requiring brick of size, form, color, and texture on exposed surfaces that cannot be produced by sawing. 4. Provide special shapes for applications where shapes produced by sawing would result in sawed surfaces being exposed to view.

Face Brick: Facing brick complying with ASTM C 216. 1. Products: Subject to compliance with requirements, provide the following: a. Masonry Veneer: Glen-Gery Brick 1) Match existing campus gateway 2. Grade: MW or SW. 3. Type: FBS. 4. Initial Rate of Absorption: Less than 30 g/30 sq. in. (30 g/194 sq. cm) per minute when tested per ASTM C 67. 5. Efflorescence: Provide brick that has been tested according to ASTM C 67 and is rated "not effloresced." 6. Size (Actual Dimensions): 3-1/2 inches (89 mm) wide by 2-1/4 inches (57 mm) high by 71/2 inches (190 mm) long. 7. Application: Use where brick is exposed unless otherwise indicated.

2.5

2.3

03 2000 Unit Masonry

BRICK

CONCRETE MASONRY UNITS A.

21486.00

MORTAR AND GROUT MATERIALS A.

Regional Materials: Aggregate for mortar and grout, cement, and lime shall be extracted, harvested, or recovered, as well as manufactured, within 500 miles (800 km) of Project site.

General: Provide one of the following:

Concrete Lintels: ASTM C 1623, matching CMUs in color, texture, and density classification; and with reinforcing bars indicated. Provide lintels with net-area compressive strength not less than CMUs.

Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated.

Concrete Lintels: Precast or formed-in-place concrete lintels complying with requirements in Section 033000 "Cast-in-Place Concrete," and with reinforcing bars indicated.

Hydrated Lime: ASTM C 207, Type S.

Masonry Lintels: Prefabricated or built-in-place masonry lintels made from bond beam CMUs with reinforcing bars placed as indicated and filled with coarse grout. Cure precast lintels before handling and installing. Temporarily support built-in-place lintels until cured.

Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients.

Mortar Cement: ASTM C 1329. 1. Products: Subject to compliance with requirements, provide one of the following: a. Lafarge North America Inc.; Lafarge Mortar Cement or Magnolia Superbond Mortar Cement.

F: 410.347.8619

MASONRY UNITS, GENERAL

SHEET NAME

T: 410.347.8500

2.4

PART 2 - PRODUCTS 2.1

ÂŠ 2017 AYERS SAINT GROSS

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

ÂŠ 2017 AYERS SAINT GROSS

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

UNIT MASONRY

04 2000 - 5

UNIT MASONRY

04 2000 - 6

10.26.2017

1.21 SECTION NAME

Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes and complying with ASTM C 979. Use only pigments with a record of satisfactory performance in masonry mortar. 1. Products: Subject to compliance with requirements, provide one of the following: a. Davis Colors; True Tone Mortar Colors. b. Lanxess Corporation; Bayferrox Iron Oxide Pigments. c. Solomon Colors, Inc.; SGS Mortar Colors.

Colored Cement Product: Packaged blend made from portland cement and hydrated lime or mortar cement and mortar pigments, all complying with specified requirements, and containing no other ingredients. 1. Colored Portland Cement-Lime Mix: a. Products: Subject to compliance with requirements, provide one of the following: 1) Capital Materials Corporation; Riverton Portland Cement Lime Custom Color. 2) Holcim (US) Inc.; Rainbow Mortamix Custom Color Cement/Lime. 3) Lafarge North America Inc.; Eaglebond Portland & Lime. 4) Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement. 2. Formulate blend as required to produce color indicated or, if not indicated, as selected from manufacturer's standard colors. 3. Pigments shall not exceed 10 percent of portland cement by weight. 4. Pigments shall not exceed 5 percent of mortar cement by weight.

Aggregate for Mortar: ASTM C 144. 1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone. 2. For joints less than 1/4 inch (6 mm) thick, use aggregate graded with 100 percent passing the No. 16 (1.18-mm) sieve. 3. White-Mortar Aggregates: Natural white sand or crushed white stone. 4. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color.

Aggregate for Grout: ASTM C 404.

Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. 1. Products: Subject to compliance with requirements, provide one of the following: a. Euclid Chemical Company (The); Accelguard 80. b. Grace Construction Products, W. R. Grace & Co. - Conn.; Morset. c. Sonneborn Products, BASF Aktiengesellschaft; Trimix-NCA.

Color: Match Designer’s Sample

Water: Potable.

21486.00

03 2000 Unit Masonry

REINFORCEMENT

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Uncoated Steel Reinforcing Bars: (Grade 420).

Masonry Joint Reinforcement, General: ASTM A 951/A 951M. 1. Interior Walls: Hot-dip galvanized, carbon steel. 2. Exterior Walls: Hot-dip galvanized, carbon steel. 3. Wire Size for Side Rods: 0.187-inch (4.76-mm) diameter. 4. Wire Size for Cross Rods: 0.187-inch (4.76-mm) diameter. 5. Wire Size for Veneer Ties: 0.187-inch (4.76-mm) diameter. 6. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches (407 mm) o.c. 7. Provide in lengths of not less than 10 feet (3 m), with prefabricated corner and tee units.

Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or truss type with single pair of side rods.

Masonry Joint Reinforcement for Multiwythe Masonry: 1. Ladder type with 1 side rod at each face shell of hollow masonry units more than 4 inches (100 mm) wide, plus 2 side rods at each wythe of masonry 4 inches (100 mm) wide or less. 2. Tab type, either ladder or truss design, with 1 side rod at each face shell of backing wythe and with rectangular tabs sized to extend at least halfway through facing wythe but with at least 5/8-inch (16-mm) cover on outside face. 3. Adjustable (two-piece) type, either ladder or truss design, with one side rod at each face shell of backing wythe and with separate adjustable ties with pintle-and-eye connections having a maximum adjustment of 1-1/4 inches (32 mm). Size ties to extend at least halfway through facing wythe but with at least 5/8-inch (16-mm) cover on outside face. Ties have hooks or clips to engage a continuous horizontal wire in the facing wythe.

2.7

ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60

TIES AND ANCHORS A.

Materials: Provide ties and anchors specified in this article that are made from materials that comply with the following unless otherwise indicated. 1. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M; with ASTM A 153/A 153M, Class B-2 coating. 2. Stainless-Steel Wire: ASTM A 580/A 580M, Type 304. 3. Stainless-Steel Sheet: ASTM A 666, Type 304. 4. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 5. Stainless-Steel Bars: ASTM A 276 or ASTM a 666, Type 304.

Wire Ties, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8-inch (16-mm) cover on outside face. Outer ends of wires are bent 90 degrees and extend 2 inches (50 mm) parallel to face of veneer.

Individual Wire Ties: Rectangular units with closed ends and not less than 4 inches (100 mm) wide. 1. Where wythes do not align and are of different materials, use adjustable ties with pintleand-eye connections having a maximum adjustment of 1-1/4 inches (32 mm). 2. Wire: Fabricate from 3/16-inch- (4.76-mm-) diameter, stainless-steel wire.

F: 410.347.8619

2.6

SHEET NAME

T: 410.347.8500

Manufacturers not listed but who do offer products that comply with the requirements of this Section will be considered as substitute manufacturers, subject to the conditions specified in Division 1 Section Product Substitution Procedures.

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

UNIT MASONRY

04 2000 - 7

UNIT MASONRY

04 2000 - 8

10.26.2017

1.22 SECTION NAME

2.8

Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene or urethane. Preformed Control-Joint Gaskets: Made from styrene-butadiene-rubber compound, complying with ASTM D 2000, Designation M2AA-805 and designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated.

Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt).

MISCELLANEOUS ANCHORS

Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells and hold reinforcing bars in center of cells. Units are formed from 0.148-inch (3.77mm) steel wire, hot-dip galvanized after fabrication. Provide units designed for number of bars indicated. 1. Products: Subject to compliance with requirements, provide one of the following: a. Dayton Superior Corporation, Dur-O-Wal Division; D/A 810, D/A 812 or D/A 817. b. Heckmann Building Products Inc.; No. 376 Rebar Positioner. c. Hohmann & Barnard, Inc.; #RB or #RB-Twin Rebar Positioner. d. Wire-Bond; O-Ring or Double O-Ring Rebar Positioner.

Dovetail Slots in Concrete: Furnish dovetail slots with filler strips, of slot size indicated, fabricated from 0.034-inch (0.86-mm), galvanized steel sheet.

Anchor Bolts: Headed or L-shaped steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153/A 153M, Class C; of dimensions indicated.

Metal Flashing: Provide metal flashing complying with SMACNA's "Architectural Sheet Metal Manual", Section 076200 "Sheet Metal Flashing and Trim" and as follows: 1. Stainless Steel: ASTM A 240/A 240M, Type 304, 0.016 inch (0.40 mm) thick. 2. Fabricate continuous flashings in sections 96 inches (2400 mm) long minimum, but not exceeding 12 feet (3.7 m). Provide splice plates at joints of formed, smooth metal flashing. 3. Fabricate through-wall flashing with snaplock receiver on exterior face where indicated to receive counterflashing. 4. Fabricate through-wall flashing with sealant stop unless otherwise indicated. Fabricate by bending metal back on itself 3/4 inch (19 mm) at exterior face of wall and down into joint 1/4 inch (6 mm) to form a stop for retaining sealant backer rod. 5. Metal Expansion-Joint Strips: Fabricate from stainless steel to shapes indicated. 6. Provide Stainless Steel end dams at all Flashing terminations.

Application: Unless otherwise indicated, use the following: metal flashing.

Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by flashing manufacturer for bonding flashing sheets to each other and to substrates.

UNIT MASONRY

2.11 A.

EMBEDDED FLASHING MATERIALS A.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Unit Type Inserts in Concrete: Cast-iron or malleable-iron wedge-type inserts.

04 2000 - 9

2.12

MASONRY CLEANERS Job-Mixed Detergent Solution: Solution of ½-cup (0.14-L) dry measure tetrasodium polyphosphate and ½-cup (0.14-L) dry measure laundry detergent dissolved in 1 gal. (4-L) of water. MORTAR AND GROUT MIXES

General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. 2. Use portland cement-lime or mortar cement mortar unless otherwise indicated. 3. For exterior masonry, use portland cement-lime or mortar cement mortar. 4. For reinforced masonry, use portland cement-lime or mortar cement mortar. 5. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent.

Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site.

03 2000 Unit Masonry

MISCELLANEOUS MASONRY ACCESSORIES

Rigid Anchors: Fabricate from steel bars 1-1/2 inches (38 mm) wide by 1/4 inch (6.35 mm) thick by 24 inches (610 mm) long, with ends turned up 2 inches (51 mm) or with cross pins unless otherwise indicated bent to configuration indicated. 1. Corrosion Protection: Hot-dip galvanized to comply with ASTM A 153/A 153M.

2.9

2.10

21486.00

Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated or needed to provide required compressive strength of masonry. 1. For masonry below grade or in contact with earth, use Type S. 2. For reinforced masonry, use Type S. 3. For mortar parge coats, use Type S or Type N.

UNIT MASONRY

04 2000 - 10

F: 410.347.8619

Adjustable Anchors for Connecting to Concrete: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 1. Connector Section: Dovetail tabs for inserting into dovetail slots in concrete and attached to tie section; formed from 0.109-inch- (2.78-mm-) thick, stainless-steel sheet. 2. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch (25 mm) of masonry face, made from 0.187-inch- (4.76-mm-) diameter, stainless-steel wire.

SHEET NAME

T: 410.347.8500

21486.00

26 OCTOBER 2017

B A LTIMORE, MD 21230

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

1.23 SECTION NAME

For exterior, above-grade, load-bearing and non-load-bearing walls and parapet walls; for interior load-bearing walls; for interior non-load-bearing partitions; and for other applications where another type is not indicated, use Type N. For interior non-load-bearing partitions, Type O may be used instead of Type N.

Pigmented Mortar: Use colored cement product. 1. Application: Use pigmented mortar for exposed mortar joints with the following units: a. Decorative CMUs. b. Pre-faced CMUs. c. Face brick. d. Stone trim units. e. Cast stone trim units. Grout for Unit Masonry: Comply with ASTM C 476. 1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with Table 1.15.1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height. 2. Proportion grout in accordance with ASTM C 476, Table 1 or paragraph 4.2.2 for specified 28-day compressive strength indicated, but not less than 2000 psi (14 MPa). 3. Provide grout with a slump of 8 to 11 inches (203 to 279 mm) as measured according to ASTM C 143/C 143M.

Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. 1. Mix units from several pallets or cubes as they are placed.

Wetting of Brick: Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in. (30 g/194 sq. cm) per minute when tested per ASTM C 67. Allow units to absorb water so they are damp but not wet at time of laying.

3.3 A.

Dimensions and Locations of Elements: 1. For dimensions in cross section or elevation do not vary by more than plus 1/2 inch (12 mm) or minus 1/4 inch (6 mm). 2. For location of elements in plan do not vary from that indicated by more than plus or minus 1/2 inch (12 mm). 3. For location of elements in elevation do not vary from that indicated by more than plus or minus 1/4 inch (6 mm) in a story height or 1/2 inch (12 mm) total.

Lines and Levels: 1. For bed joints and top surfaces of bearing walls do not vary from level by more than 1/4 inch in 10 feet (6 mm in 3 m), or 1/2 inch (12 mm) maximum. 2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), or 1/2 inch (12 mm) maximum. 3. For vertical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (9 mm in 6 m), or 1/2 inch (12 mm) maximum. 4. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), or 1/2 inch (12 mm) maximum. 5. For lines and surfaces do not vary from straight by more than 1/4 inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (9 mm in 6 m), or 1/2 inch (12 mm) maximum. 6. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet (6 mm in 3 m), or 1/2 inch (12 mm) maximum. 7. For faces of adjacent exposed masonry units, do not vary from flush alignment by more than 1/16 inch (1.5 mm) except due to warpage of masonry units within tolerances specified for warpage of units.

Joints: 1. For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch (3 mm), with a maximum thickness limited to 1/2 inch (12 mm). 2. For exposed bed joints, do not vary from bed-joint thickness of adjacent courses by more than 1/8 inch (3 mm). 3. For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch (9 mm) or minus 1/4 inch (6 mm). 4. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch (3 mm). Do not vary from adjacent bed-joint and head-joint thicknesses by more than 1/8 inch (3 mm). 5. For exposed bed joints and head joints of stacked bond, do not vary from a straight line by more than 1/16 inch (1.5 mm) from one masonry unit to the next.

EXAMINATION A.

Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of work. 2. Verify that foundations are within tolerances specified. 3. Verify that reinforcing dowels are properly placed.

Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections.

Proceed with installation only after unsatisfactory conditions have been corrected.

3.2

INSTALLATION, GENERAL A.

Thickness: Build composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units, using units of widths indicated.

Leave openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match the construction immediately adjacent to opening.

Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.

UNIT MASONRY

04 2000 - 11

03 2000 Unit Masonry G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

TOLERANCES

PART 3 - EXECUTION 3.1

21486.00

F: 410.347.8619

ÂŠ 2017 AYERS SAINT GROSS

SHEET NAME

T: 410.347.8500

21486.00

26 OCTOBER 2017

B A LTIMORE, MD 21230

ÂŠ 2017 AYERS SAINT GROSS

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

UNIT MASONRY

04 2000 - 12

10.26.2017

1.24 SECTION NAME

ÂŠ 2017 AYERS SAINT GROSS

Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations.

Bond Pattern for Exposed Masonry: running bond. 1. Use modular units at corners. 2. Lay solid masonry units at the course below and above recessed reveal courses.

Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 4-inches (100-mm). Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch (100-mm) horizontal face dimensions at corners or jambs.

Stopping and Resuming Work: Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh masonry.

Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items.

Fill space between steel frames and masonry solidly with mortar unless otherwise indicated.

Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath, wire mesh, or plastic mesh in the joint below and rod mortar or grout into core.

Fill cores in hollow CMUs with grout 24 inches (600 mm) under bearing plates, beams, lintels, posts, and similar items unless otherwise indicated.

3.5

Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated.

Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint) unless otherwise indicated.

3.6

Lay hollow CMUs as follows: 1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints. 2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters. 3. With webs fully bedded in mortar in grouted masonry, including starting course on footings. 4. With entire units, including areas under cells, fully bedded in mortar at starting course on footings where cells are not grouted.

Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints.

Set cast-stone trim units in full bed of mortar with full vertical joints. Fill dowel, anchor, and similar holes. 1. Clean soiled surfaces with fiber brush and soap powder and rinse thoroughly with clear water. 2. Allow cleaned surfaces to dry before setting. 3. Wet joint surfaces thoroughly before applying mortar.

UNIT MASONRY

04 2000 - 13

03 2000 Unit Masonry G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

COMPOSITE MASONRY A.

Bond wythes of composite masonry together using one of the following methods: 1. Individual Metal Ties: Provide ties as shown installed in horizontal joints, but not less than one metal tie for 2.67 sq. ft. (0.25 sq. m) of wall area spaced not to exceed 24 inches (610 mm) o.c. horizontally and 16 inches (406 mm) o.c. vertically. Stagger ties in alternate courses. Provide additional ties within 12 inches (305 mm) of openings and space not more than 36 inches (914 mm) apart around perimeter of openings. At intersecting and abutting walls, provide ties at no more than 24 inches (610 mm) o.c. vertically. a. Where bed joints of wythes do not align, use adjustable (two-piece) type ties. 2. Masonry Joint Reinforcement: Installed in horizontal mortar joints. a. Where bed joints of both wythes align, use ladder-type reinforcement extending across both wythes. b. Where bed joints of wythes do not align, use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties. 3. Header Bonding: Provide masonry unit headers extending not less than 3 inches (76 mm) into each wythe. Space headers not over 8 inches (203 mm) clear horizontally and 16 inches (406 mm) clear vertically.

Collar Joints: Solidly fill collar joints by parging face of first wythe that is laid and shoving units of other wythe into place.

Corners: Provide interlocking masonry unit bond in each wythe and course at corners unless otherwise indicated. 1. Provide continuity with masonry joint reinforcement at corners by using prefabricated Lshaped units as well as masonry bonding.

Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture, bond walls together as follows: 1. Provide individual metal ties not more than 16 inches (406 mm) o.c. 2. Provide continuity with masonry joint reinforcement by using prefabricated T-shaped units. 3. Provide rigid metal anchors not more than 48 inches (1220 mm) o.c. If used with hollow masonry units, embed ends in mortar-filled cores.

MORTAR BEDDING AND JOINTING A.

21486.00

3.7

MASONRY JOINT REINFORCEMENT A.

General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch (16 mm) on exterior side of walls, 1/2 inch (13 mm) elsewhere. Lap reinforcement a minimum of 6 inches (150 mm).

Interrupt joint reinforcement at control and expansion joints unless otherwise indicated.

Provide continuity at wall intersections by using prefabricated T-shaped units.

F: 410.347.8619

LAYING MASONRY WALLS

SHEET NAME

T: 410.347.8500

3.4

21486.00

26 OCTOBER 2017

B A LTIMORE, MD 21230

ÂŠ 2017 AYERS SAINT GROSS

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

UNIT MASONRY

04 2000 - 14

10.26.2017

1.25 SECTION NAME

Provide continuity at corners by using prefabricated L-shaped units.

Cut and bend reinforcing units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures, and other special conditions.

3.9

Anchor masonry veneers to wall framing and concrete and masonry backup with masonryveneer anchors to comply with the following requirements: 1. Embed connector sections and continuous wire in masonry joints. Provide not less than 2 inches (50 mm) of air space between back of masonry veneer and face of sheathing. 2. Locate anchor sections to allow maximum vertical differential movement of ties up and down. 3. Space anchors as indicated, but not more than 16 inches (406 mm) o.c. vertically and 24 inches (610 mm) o.c. horizontally with not less than 1 anchor for each 2.67 sq. ft. (0.25 sq. m) of wall area. Install additional anchors within 12 inches (305 mm) of openings and at intervals, not exceeding 36 inches (914 mm), around perimeter.

General: Install control and expansion joint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for inplane wall or partition movement.

Form control joints in concrete masonry using one of the following methods: 1. Fit bond-breaker strips into hollow contour in ends of CMUs on one side of control joint. Fill resultant core with grout and rake out joints in exposed faces for application of sealant. 2. Install preformed control-joint gaskets designed to fit standard sash block. 3. Install interlocking units designed for control joints. Install bond-breaker strips at joint. Keep head joints free and clear of mortar or rake out joint for application of sealant. 4. Install temporary foam-plastic filler in head joints and remove filler when unit masonry is complete for application of sealant.

Form expansion joints in brick as follows: 1. Build flanges of metal expansion strips into masonry. Lap each joint 4 inches (100 mm) in direction of water flow. Seal joints below grade and at junctures with horizontal expansion joints if any. 2. Build flanges of factory-fabricated, expansion-joint units into masonry. 3. Build in compressible joint fillers where indicated. 4. Form open joint full depth of brick wythe and of width indicated, but not less than 1/2 inch (13 mm) for installation of sealant and backer rod specified in Section 079200 "Joint Sealants."

Provide concrete or masonry lintels where shown and where openings of more than 12 inches (305 mm) for brick-size units and 24 inches (610 mm) for block-size units are shown without structural steel or other supporting lintels.

Provide minimum bearing of 8 inches (200 mm) at each jamb unless otherwise indicated.

Provide horizontal, pressure-relieving joints by either leaving an air space or inserting a compressible filler of width required for installing sealant and backer rod specified in Section 079200 "Joint Sealants," but not less than 3/8 inch (10 mm). 1. Locate horizontal, pressure-relieving joints beneath shelf angles supporting masonry. Locations:

UNIT MASONRY

04 2000 - 15

REINFORCED UNIT MASONRY INSTALLATION

Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction. 1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other loads that may be placed on them during construction.

Placing Reinforcement: Comply with requirements in ACI 530.1/ASCE 6/TMS 602.

Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. 1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout placement, including minimum grout space and maximum pour height. 2. Limit height of vertical grout pours to not more than 60 inches (1520 mm).

3.12

FIELD QUALITY CONTROL

Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform tests and inspections. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense.

Testing Prior to Construction: One set of tests.

Testing Frequency: One set of tests for each 5000 sq. ft. (464 sq. m) of wall area or portion thereof.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LINTELS Install steel lintels where indicated.

3.11

03 2000 Unit Masonry

As indicated, or if not indicated, provide vertical control joints spaced at maximum of 300” on center and at points of natural weakness in masonry work. At vertical chase, recesses and other points of reduction in wall thickness.

CONTROL AND EXPANSION JOINTS A.

21486.00

Prism Test: For each type of construction provided, according to ASTM C 1314 at 7 days and at 28 days.

F: 410.347.8619

3.10

ANCHORING MASONRY VENEERS

SHEET NAME

T: 410.347.8500

3.8

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

UNIT MASONRY

04 2000 - 16

10.26.2017

1.26 SECTION NAME

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE ÂŠ 2017 AYERS SAINT GROSS

26 OCTOBER 2017 21486.00

03 2000 Unit Masonry

REPAIRING, POINTING, AND CLEANING

Pointing: During the tooling of joints, enlarge voids and holes and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated.

In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.

Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 3. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical Notes 20. 4. Clean stone trim to comply with stone supplier's written instructions. MASONRY WASTE DISPOSAL Salvageable Materials: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site.

Waste Disposal as Fill Material: Dispose of clean masonry waste, including excess or soilcontaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed. 1. Crush masonry waste to less than 4 inches (100 mm) in each dimension. 2. Mix masonry waste with at least two parts of specified fill material for each part of masonry waste. Fill material is specified in Section 312000 "Earth Moving." 3. Do not dispose of masonry waste as fill within 18 inches (450 mm) of finished grade.

Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above, and other masonry waste, and legally dispose of off Owner's property.

1040 HU L L STREET

T: 410.347.8500

Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement.

F: 410.347.8619

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

3.14

SHEET NAME

B A LTIMORE, MD 21230

3.13

SECTION 1 - Specifications

AY E RS SAINT GROSS

END OF SECTION

UNIT MASONRY

04 2000 - 17

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

1.27 SECTION NAME

26 OCTOBER 2017 21486.00

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

SECTION 1 - Specifications

26 OCTOBER 2017

SHEET NAME

21486.00

10 1400 Technical Specifications

PART 1 – GENERAL

Contractor’s Scope of Work shall also include removal of both existing illuminated and non-illuminated signs, building mounted architectural letters, and restoration (patching, cleaning, and repairing plantings and hardscape) of any and all resultant damaged surfaces to match original material. Attain Owner’s approval prior to all restoration activities. Contractor to perform Demolition work for all existing similar sign types including concrete footings, where required as indicated on the Demolition Plan in Sign Location Plans and verified by Owner.

1.1

GENERAL REQUIREMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section.

1.2

SCOPE OF WORK A. Provision of labor, materials, and equipment necessary to complete the work of this Section, which shall include but not be limited to the following Sign Types:

The above scope of work is documented as follows: 1. BSU_ExteriorBiddingDocs_FINAL_07282017.pdf , 11" x 17" format

Monument Signs: 1. 2. 3. 4.

1.3

GATE.1 – Main Campus Gateway GATE.2 – Secondary Campus Gateway LED.1 – Digital Message Sign LOGO.1 – Brand Monument Sign

Vehicular Signs 1. VDR.1 - Vehicular Directional (Large) 2. VDR.2 - Vehicular Directional (Medium) 3. VDR.3 - Vehicular Directional (Small) 4. PRK.1 - Parking Lot ID 5. PRK.2 - Parking Space ID 6. PRK.3 – Parking Space ID (Painted) 7. STR.1 – Street Signs 8. BNR.1 - Banners Pedestrian Signs MAP.1 – Pedestrian Map Kiosk (Single-Sided) MAP.2 – Pedestrian Map Kiosk (Double-Sided) PDR.1 – Pedestrian Directional ADA.1 – ADA Trailblazer BLD.1 – Building ID (Primary) BLD.2 – Building ID (Secondary) BLD.3 – Building ID (Wall-Mounted)

Architectural Lettering LTR.9 – Architectural Lettering (9” Tall) LTR.12 – Architectural Lettering (12” Tall) LTR.18 – Architectural Lettering (18” Tall) LTR.24 – Architectural Lettering (24” Tall) LTR.30 – Architectural Lettering (30” Tall) 1.4 SIGNAGE TECHNICAL SPECIFICATIONS

REFERENCES A. Standards AA: Aluminum Association, Washington, DC. AAMA: American Architectural Manufacturer’s Association ACI: American Concrete Institute ADA-ABA Accessibility Guidelines: U.S. Architectural & Transportation Barriers Compliance Board’s “Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines.” ANSI: American National Standards Institute. ASTM: American Society for Testing and Materials, Philadelphia, PA, as published in “Compilation of ASTM Standards in Building Codes.” AWS: American Welding Society, as published in AWS D1.1 “Structural Welding Code, Steel,” and AWS D1.2 “Structural Welding Code, Aluminum.” ICC: International Code Council, Inc. MUTCD: Manual on Uniform Traffic Control Devices. NAAMM: National Association of Architectural Metal Manufacturers, Glen Ellyn, IL, as published in “Metal Finishes Manual.” NFPA: National Fire Protection Association UBC: United States Uniform Building Code. UL: Underwriters Laboratories, Inc., Northbrook, IL.

10 1400-1

Definitions 1. Contractor: Term used for agent responsible for fabrication, installation, management and coordination of executing work within the documents. 2. CRI: Color Rendering Index. 3. LED: Light Emitting Diode. 4. Surface: Any horizontal or vertical plane capable of receiving construction activities or finishes, such as walls, pavements, and sign faces. 5. V.I.F.: Verify in Field

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

SUBMITTALS

SIGNAGE TECHNICAL SPECIFICATIONS

T: 410.347.8500

TECHNICAL SPECIFICATIONS

B A LTIMORE, MD 21230

Attention is directed to Contractor’s responsibilities for engineering as specified in § 1.5 (B); for satisfying electrical requirements as specified in § 2.3; for existing conditions survey as specified in § 1.5 (G); and coordination with other trades as specified in § 3.2 (A-C).

1040 HU L L STREET

AY E RS SAINT GROSS

SECTION 10 1400

F: 410.347.8619

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

10.26.2017

10 1400-2

1.28 SECTION NAME

Project Schedule: Upon award of the Contract, Contractor shall coordinate with Owner project schedule, including requirements for off-hours work (nights and weekends), and work during academic sessions (to minimize interruption to College activities), and accommodating Owner targets for installation dates. Contractor shall then submit a project schedule for Owner’s approval that includes milestone dates (including but not limited to shop drawings, graphic layouts, material and paint samples, workmanship samples, production/review, fabrication, architectural lettering installation, sign location staking, ground sign installation, map kiosk sign installation, electrical work, gateway signs installation, punch list, dates of submittals, and timelines for fabrication, installation, and completion). Schedule shall account for coordination with and duration of Contractorfurnished electrical consultant hook-up and routing. Contractor shall thereafter immediately apprise Owner of any anticipated variance from this schedule. Shop Drawings and Engineering Drawings: Shop Drawings, Structural Engineering Drawings, and Electrical Engineering Drawings must be provided by the Contractor for approval prior to fabrication of workmanship samples, including elevations and details of fabrication and erection, and indicating all materials, shapes, extrusion-types, dimensions, finishes, anchorage, fastening, and methods of connection. Indicate proper font style, letter spacing and dimensions of character heights. Provide stamped structural and electrical engineering documents for foundations, map kiosk signs, and monument signs. Shop Drawings shall be drafted to an architectural scale clearly indicated on the drawing. Panel sizes should be shown accommodating minimum required tolerances for securely mounted fit. For all architectural lettering locations (LTR), submit scaled drawings for each sign instance, indicating dimension of letters, distance between lines, as well as offsets from adjacent architectural edges or corners. Submit consolidated shop drawings and allow for several rounds of revisions and resubmittals. Submit (3) copies of shop drawings to Owner and (1) copy of shop drawings to the Designer. Submit electronic copy to the Designer for mark-up and comments. Layouts (message schedule): Contractor shall submit scale elevations of each sign face (include entire sign elevation and all visible components) for each sign location for approval of message and graphic layout, using same designations as Design Intent Drawings for Owner and Designer approval. Submittals: The following Samples shall be submitted for approval per project schedule: 1. Submit (2) sets of clearly labeled 8" x 8" non-returnable samples of all materials, colors, and finishes as specified. 2. Upon approval of shop drawings, submit non-returnable workmanship samples of the following Sign Types: a. Sign Type: MAP.1 Pedestrian Map Kiosk – Single-sided Full Sample 1: Submit fully finished and illuminated sample including complete illuminated header cabinet with water-jet cut push-through information symbol, water-tight top access panel and vents, complete illuminated display cabinet including window lens, water-tight map

f. 3. 4.

6. 7.

8. 9.

21486.00

access door, water-tight demountable electrical /light access door, map graphic, diffuser and light. Include concealed power source and toggle switch in bottom of sample. Sample shall demonstrate fabrication, graphic and finishes, and including all posts, mounting hardware, and sealed penetrations. Provide appropriate tool for disassembly for review. Full Sample 2: Submit fully finished full scale sample of map graphic adhered to 3/16” specified substrate for material and color evaluation. Submit color correction sample(s) if requested. Sign Type PDR.1 – Pedestrian Directional Full Sample: Submit fully finished sample of message panel construction and post demonstrating connection to post and outside edge, top and bottom fabrication, graphic and finishes, and including all mounting hardware and sealed penetrations. Sign Type VDR.1 – Vehicular Directional Full Sample: Submit fully finished full-height, double-sided sample of sign including message panels with removable attachments to internal frame showing 1/16” thick water-tight gaskets and weep holes, and attachment to crossbars of internal frame. Show fabrication, graphic and finishes, and including all mounting hardware and sealed penetrations. Sign Type ADA.1 – ADA Trailblazer Full Sample: Submit fully finished sample of message panel construction and post demonstrating connection to post and outside edge, top and bottom fabrication, graphic and finishes, and including all mounting hardware and sealed penetrations. Sign Type LTR.18 – Wall-mounted building identification letters Full Sample: Submit fully finished sample of (1) one 18 inch letter showing fabrication and finishes, full profile letter backer, stud attachment and including all mounting hardware. Scaled mounting templates for all pin-mounted letters.

Product data. Submit manufacturer’s literature describing the general properties of each type of product indicated. Submit electrical engineer drawing for all necessary components for GATE.2, LOGO.1, MAP.1, and MAP.2 sign types, showing understanding of power sourcing voltage and load information, point-of-connection requirements and transformer sizing and wiring, as well as disconnect switches. Submit product information on LED for MAP.1 and 2, including performance requirements, color temperature in degrees K, and the color rendering index (CRI). Submit fastener product data for finish and material approval. Submit full sample of each typeface specified, at min. 3/4" cap height on 11" x 17" laser prints, for approval prior to fabrication. Sample(s) shall include uppercase, lowercase, numerals, and punctuation, as well as samples of specified letter spacing and word spacing. Submit artwork of all arrows, symbols, and logos to be used for approval prior to fabrication, on 11" x 17" laser prints. Submit Electrical, Structural, and all required Engineer’s Seals, certifying construction shop drawings meet performance and engineering criteria.

10 1400 Technical Specifications G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

F: 410.347.8619

All submittals including project schedule, shop drawings, layouts, product data, typeface samples, arrows, symbols, and logo samples, Electrical and Structural drawings, restoration work drawings shall be issued through Newforma Portal (or similar) as provided by Designer.

SHEET NAME

T: 410.347.8500

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-3

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-4

1.29 SECTION NAME

21486.00

Requests for information (RFIs): Contractor shall allow five (5) working days for response to each RFI from the date of receipt. Do not submit more than two (2) RFI per day. Maintain an electronic tabular log of RFIs. Submit RFI log at progress meetings.

Submittal Response Time: As outlined below. 1. Processing time for Initial review: 15 days. 2. Processing time for Resubmittal review: 15 days. 3. Action submittals: submit (3) paper copies to Owner and (1) paper copy to Designer, and submit copy electronically to the Designer for mark-up and comments for record. 4. Informational submittals: submit electronically with (1) paper copy to follow for record.

Verify Thermal Performance: Provide signs that allow for thermal movements resulting from the following maximum change in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

The internal structure, dimensions, and specifications for all items shall be indicated on the Contractor’s Shop Drawings. 1. Performance Requirements. Design signage indicated, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 2. Submittal. For installed products indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

Dimension: Written dimensions on Drawings shall have precedence over scaled dimensions. Contractor to notify Designer if deviations between written and scaled dimensions are found. Contractor shall verify and be responsible for all dimensions and conditions shown by these drawings.

Existing Conditions Survey: Contractor shall fully acquaint self with existing conditions of all ground-mounted and architectural lettering locations, and complete any survey work of same required for engineering and shop drawings.

Architectural Restoration: Contractor shall supply a Mock-Up for architectural restoration work related to LTR sign types, per material type for Owner approval prior to commencing restoration activities.

Substitutions: Any proposed substitutions in material or fabrication method, or any other deviation from design intent documents, to be requested prior to issuing of Shop Drawings. 1. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Provide assurance that substitution will have no net effect on schedule or cost, and evidence that substitution will comply with Building code requirements. a. Documentation: Show compliance with requirements for substitutions and the following, as applicable: i. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. ii. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. iii. Product Data, including drawings and descriptions of products and fabrication and installation procedures. iv. Samples, as requested by Owner and Designer at no cost to Owner. v. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in

Approvals: Fabrication of workmanship samples shall not commence prior to approval of shop drawings and other submittals by Owner and Designer. Fabrication shall not commence prior to field verification of all measurements by Contractor, approval of shop drawings and other submittals by the Owner and Designer and approval of all workmanship samples by Owner and Designer. Installation shall not commence prior to sign staking of all locations, and Owner verification of sign locations.

Owner’s submittal review shall be for general conformance with the requirements of the Contract only; any deviations not clearly indicated by Contractor will not be reviewed. Submittal review by Owner shall not serve to relieve Contractor of responsibility for meeting obligations and requirements of the Contract and Documents.

QUALITY ASSURANCE A. Fabricator qualifications: Shop shall employ skilled workers who custom-fabricate products similar to those required for this Project and whose products have a record of successful in-service performance of not less than five (5) years. B.

Engineering: The Drawings in this document represent design intent only. Contractor shall be responsible for the proper engineering of all items to withstand the conditions and abuses of their environment. The Contractor shall inform the Owner of any product and/or material deficiencies or incompatibilities that will prevent the signs from withstanding the conditions and abuses of their environment. The Contractor shall provide Engineer’s Seals, certifying construction shop drawings meet performance and engineering criteria. All items shall be engineered to accommodate all load requirements as determined by Contractor. Load requirements shall include, but shall not be limited to, design load, wind load using minimum design wind pressure, snow load, and uplift load as required.

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-5

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-6

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

F: 410.347.8619

Any and all components designed for interaction with the general public shall be ADA compliant, with regard to material, surfaces, finishes, installed dimension, and dimensions of actual hardware.

10 1400 Technical Specifications

T: 410.347.8500

11.

SHEET NAME

B A LTIMORE, MD 21230

26 OCTOBER 2017

Submit proposed restoration work, at each removal location and new installations in concrete, for Owner approval. Submit product information for Banners

10.

1.5

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

1.30 SECTION NAME

Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Refer to Section 2.3. Components and constructed sign to qualify for UL exterior listing, and be certified by a qualified electrical technician.

1.6

REGULATORY REQUIREMENTS A. Regulatory requirements: Contractor shall be responsible for meeting any and all local, state, and federal regulatory requirements when fabricating and installing signs. Comply with applicable provisions in ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.

1.7

WARRANTY A. Contractor shall guarantee all products, above and beyond if necessary, manufacturer supported warranties for product performance, as follows: 1. Metal Shapes, Components, and Extrusions: Not less than ten (10) years. 2. Paint: Not less than ten (10) years. 3. Protective Coating: Not less than 5 years. 4. Hardware: Not less than ten (10) years. 5. Lexan Sheets: Not less than fifteen (15) years. 6. Acrylic Shapes & Sheets: Not less than ten (10) years. 7. Vinyl Graphics and Letters: Not less than ten (10) years. 8. General: All products not specifically indicated below will have warranty of no less than five (5) years. B.

Signing Warranty: Contractor shall guarantee all work under this Contract for a period of not less than five (5) years from the date of Substantial Completion, during which time the Contractor shall repair or replace work in this Contract which has failed as a result of defects in materials, workmanship, or installation. Submit written warranty signed by Contractor and Installer to Owner for documentation. Failures include, but are not limited to, the following: 1. Deterioration of metal and polymer finishes beyond normal weathering. 2. Deterioration of embedded graphic image, colors, and sign lamination. 3. Material failure. 4. Deterioration of surface-applied letters, graphics, or messages. Warranties specified shall be in addition to, and run concurrent with, warranties required elsewhere in the contract documents. Manufacturer’s disclaimers and limitations on product warranties do not relieve Contractor of obligations under other requirements of the contract. Contractor shall provide to the Owner, in writing, specific product warranties as applicable.

Aluminum Material 1. Aluminum shall be finished as indicated on Drawings. 2. Finish shall be uniformly applied without waviness, ‘oil-canning,’ or other imperfections. Exposed aluminum shall exhibit no markings, scratches, or blemishes. 3. Material shall have accurate 90 degree returns. 4. Material used for each sign face shall not be seamed and shall be cut from one sheet.

Stainless Steel 1. Stainless Steel Fasteners: All steel fasteners shall be stainless steel, grade 304 in accordance with ASTM A167-09. Fabricator to ensure separation between stainless steel and aluminum, and confirm method of separation will not induce galvanic corrosion.

Acrylic 1. Acrylic: For transparent and translucent panels, material to be consistent, rigid and stable, conforming to ASTM D4802-10 for index of refraction; specific gravity; luminous transmittance; haze; water-absorption; shrinkage; thermal stability; deflection temperature under flexural load; tensile strength and elongation at break; impact strength; spectral transmittance of Type UVF and UVT sheet; abrasion resistance; coating adhesion; and chemical resistance. 2. All cut custom forms and letters without beveled edges or radiused corners, and gauged negligibly smaller than metal overlay to prevent catching or scratching of acrylic. Indicate reduction of size on shop drawings.

Contractor to submit summary of Owner warranties at project close-out.

MATERIALS A. Aluminum

Vinyl 1.

10 1400 Technical Specifications

Aluminum Plate: Aluminum plate for all signs shall conform to ASTM-B209, alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, to the dimensions and thickness indicated on drawings. Aluminum Extrusions: Aluminum extrusions for all signs shall conform to ASTMB221, alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, to the dimensions and thickness indicated on drawings. Source for extrusions: Sign Comp, (616) 784-0405. Cast Aluminum: All cast aluminum shall be solid aluminum, with no scrap used, and shall conform to ASTM B26/B26M. Castings shall have accurate profiles, with sharply defined features and free of any porosity. Any burrs, roughness, or exposed welds shall be ground smooth to a uniform finish. Entire surface shall be sanded and degreased prior to receiving finish. Aluminum shall be finished as indicated on Drawings. Finish shall be uniformly applied without waviness, ‘oil-canning,’ or other imperfections. Exposed aluminum shall exhibit no markings, scratches, or blemishes.

PART 2 – PRODUCTS 2.1

21486.00

Vinyl: For die-cut letters shall be manufactured by 3M Co., St. Paul, MN (888) 364-3577, or approved equal, to match colors shown on Drawings. Vinyl shall have pressure-sensitive adhesive backing, and shall be suitable for exterior applications.

Concrete: Concrete materials and properties:

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

F: 410.347.8619

substitution request, is compatible with related materials, and is appropriate for applications indicated.

SHEET NAME

T: 410.347.8500

21486.00

26 OCTOBER 2017

B A LTIMORE, MD 21230

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-7

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-8

1.31 SECTION NAME

5. 6. 7.

2.3

SIGNS WITH ELECTRICAL COMPONENTS A. Electrical components, devices, and accessories shall be listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. All electrical items shall bear an Underwriter’s Label. B.

2.4

2. 3.

4. 5.

Provide internally mounted transformer for each relevant sign type as required to regulate the anticipated voltage from College power feeds. Verify voltage threshold and compatibility with fixtures and components.

All electrical items required for the signs described in the Design Intent Drawings including but not limited to wiring, directional photo cells, and accessories required for operation, shall be furnished and installed as part of this Contract.

All specific electrical equipment required by product codes or building codes shall be shown and noted on Shop Drawings. Contractor shall submit wiring diagrams for all sign types indicating power, system, and control wiring.

Illuminated signs and components shall be illuminated evenly, with no “hot or dark spots,” light leaks, or drop-off of intensity. Type, placement, and brightness of LED fixture shall be determined by fabricator and subject to Owner’s approval of sample. Submit color temperature and Color Rendering Index (CRI) information on LED fixtures for approval prior to installation. Signage to be installed in accordance with Article 600 of the National Electric Code and / or other applicable local codes, including proper grounding and bonding of signage.

FINISHES A. Paints

10 1400 Technical Specifications

Metal Components: Paint finish for all metal components shall be acrylic polyurethane, matte or semi-gloss enamel finish, as manufactured by Matthews Paint or approved equal Pretreatment: All surfaces shall be cleaned, primed, and pre-treated as required prior to finishing. Masking and spraying. All masking shall be executed with pre-letter spaced vinyl legends, assembled on sign panel or wall prior to spraying. No hand-cut masks shall be used. Clear Coat: Apply protective clear coat to all painted and vinyl surfaces. Finished work shall be crisp, accurate, visibly free from flow lines, streaks, bleeding, blisters or other imperfections in the dry-film state, without overspray, or rounded corners.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

PART 3 – EXECUTION 3.1

Provide electrical cabinets that are hinged and lockable, provide access for maintenance purposes, sealed from insects and moisture, and allow proper ventilation.

21486.00

3.2

PREPARATION AND INSPECTION A. Field measurements (V.I.F.). Verify conditions by field measurements before fabrication and indicate measurements on Shop Drawings. B.

Contractor shall notify Owner a minimum of (3) days in advance of any impediment to work.

Metal Preparation and Pre-Treatment: A multi-stage cleaning and pre-treatment system is required to remove organic and inorganic surface soils, remove residual oxides, and apply a chemical conversion coating to which organic coatings will firmly adhere. The pre-treatment when used in conjunction with a baked organic coating, shall produce a total finished system capable of meeting impact, adhesion, detergent, humidity and salt spray performance as specified in the appropriate test method.

Coordinate with Contractor’s electrical contractor for location of sign types GATE.2, LOGO.1, MAP.1, and MAP.2. for power feed source and stub-in requirements.

COORDINATION A. Contractor to schedule stake-off session with project Owner and Designer to verify locations for specific signs prior to their installation by the Contractor. Signs shall not be installed without location approval by the Designer and the Owner. Contractor shall provide multiple stakes for sign with multiple posts. B.

Coordinate placement of anchorage devices with templates for installing signs.

Coordinate work in this Contract with work of other trades as required. Verify adjoining work by others prior to installation of work in this Contract.

Contractor to coordinate available voltage potential with required potential for gateways and kiosk signs, and equip each with the necessary transformer to operate the electrical illumination devices as designed. Transformer shall be concealed.

F: 410.347.8619

SHEET NAME

T: 410.347.8500

2. 3.

Normal-weight, air-entrained, ready-mix concrete with a minimum 28-day compressive strength of 4000 psi, unless otherwise indicated. Work may proceed, at the Contractor’s risk, with concrete at design strength, pending approved compressive strength report. Air-entrainment Admixture: Conforming to ASTM C 260. All concrete design and construction shall be in accordance with ACI 318-99 and ACI 301-99. Sweep: Provide electrical wiring access through footing and minimum 12” above grade with PVC pipe bent to allow installation of power source wiring. Coordinate the type, number and size of power source wire-cable for sweep to accommodate (must accommodate up to 480v power). Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed steel. Formwork: Sonotube or BB-grade plywood forms with release agent. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch nominal maximum aggregate size.

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-9

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-10

1.32 SECTION NAME

3.4

WORKMANSHIP, PERFORMANCE A. General: Assemblies and components shall be completely fabricated and finished in shop; to the extent practical, all work shall be delivered to the job site completely assembled. Construct to accurate detail and dimension as shown and reviewed on Shop Drawings. Except where indicated, exposed fasteners shall not be visible on finished work. B.

Seams and Joints: All components shall fit accurately with hairline joints. Added joints shall be filled and ground smooth, and shall not be visible in the finished work. Gaps and light leaks are not acceptable in finished work.

Metal Signs and Supports: Exposed surfaces shall be uniformly flat and smooth, without distortion, pitting, waviness or ‘oil-canning,’ and free of blemishes. Exposed metal edges shall be eased.

Welding: All welding work shall comply with AWS D1 and Aluminum Association standards for the specified type of metal. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. All exposed welds shall be continuous; spot or tack welded joints shall not be visible in the finished work.

Hardware and Fasteners: All hardware shall be of adequate thickness, length, and construction to properly secure. Except where indicated, exposed hardware shall not be visible on finished work; where specified, exposed hardware shall be painted to match adjacent surfaces. Submit fastener product data for material and finish approval.

Dissimilar Materials: Metals, including metal hardware, shall be insulated from contact with dissimilar metals by means of a protective coating or gasketing, or by other means of separation as required to prevent galvanic corrosion.

Structural performance: Provide signs capable of withstanding the effects of gravity loads and other stresses, as indicated in Sub-Section C, 1.5. Contractor to secure approved submittal with structural design confirmation prior to fabrication and/or installation.

INSTALLATION, APPLICATION, ERECTION A. Delivery and storage. Deliver and store work sufficiently protected to withstand transit, job site storage, mechanical damage, and exposure to the elements. Coordinate storage location and arrival logistics with Owner. B.

Public safety. Contractor shall make all necessary provisions for public safety around the area of work at all times, both during active work and when the area is inactive. These provisions shall include protection and accommodation for persons with disabilities, and maintaining a safe path of travel where required. Contractor shall be responsible for daily clean up and securement of area of work.

3.5

21486.00

Exterior Sign Foundations. 1. Engage a private utility locating specialist and mark existing utilities in proximity to sign foundations before excavation. Likewise, contact Miss Utility for the marking of all public utilities in the work area. 2. Excavate for sign foundation to elevations and dimensions indicated below lowest point of grade. Reconstruct subgrade that are un-firm, disturbed, or composed of unsuitable soil, or has been damaged by freezing temperatures, frost, rain, accumulated water, or construction activities by excavating further, backfilling with satisfactory soil or fill, and compacting to original subgrade elevation. Do not install footings in damp or saturated soils. Do not leave open excavation during off-work hours. 3. Install concrete footing with reinforcement, foundations, and other embedded items required for installation of signs, as approved by Contractor-furnished Engineer. 4. Set core drill and set anchor bolts from footing base plate onto non-shrink grout leveling bed. Ensure posts are level and plumb. Use templates furnished by suppliers of items to be attached. Protect portion of posts above ground from concrete splatter. 5. Locate signs and accessories where indicated, using mounting methods of types described. Signs shall be installed level, plumb, and at heights indicated including minimum below grade requirements from lowest point of grade and minimum above grade from highest point of grade with surfaces free of distortion and other defects in appearance. 6. Coordinate and install power source feed wire from adjacent sub-grade and form bend of conduit chase (sweep) into foundation pour. Verify size requirements prior to installation. 7. Backfill footing/foundation once concrete reaches 2,500 pound compressive strength or after 14 days. Install crushed stone or suitable soils in six (6) inch lifts and compact to 90% density. Excavation and backfill material to be free to litter, debris and organic matter. Backfill material shall have not more than optimum water content prior to compaction operations, soils to dry to suitable levels if over-saturated.

RESTORATION – SITE CONDITIONS A. For hardscape areas, install paving to match existing type, strength, and color. Provide minimum four (4) inch aggregate base under all pavements, compacted to 95% drydensity prior to paving installation. Install pavement minimum square footage as indicated on sheet 8.01 of Design Intent document or to the next existing line or control joint in each direction, whichever is greater. B. Finished grades for paving work to be flush with adjacent existing paving. Match and align with existing lines for control and expansion joints, as necessary. C. For landscape areas, install stockpiled soil from excavation in six (6) inch lifts, lightly compacting each layer prior to adding subsequent soil layer. Install course organic matter at twelve (12) inch depth to top layer of soil. D. Water compacted layers thoroughly, and allow to settle before applying final soil layer to attain finished grade.

10 1400 Technical Specifications G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

F: 410.347.8619

Contractor to coordinate Owner-preferred control methodology, provide necessary components and wiring feeds accordingly.

SHEET NAME

T: 410.347.8500

3.3

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-11

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-12

1.33 SECTION NAME

Masonry Repair – Brick . 1. Small holes in brick: Fill small holes (1/2” diameter or less) in brick with a silicone sealant. Repoint masonry with sealant where indicated. a. Single Component Neutral and Basic Curing Silicone Sealant b. Type and Grade: S (single component) and NS (nonsag). c. Class: 50. 2. Patching bricks: a. Remove loose material from masonry surface. Carefully remove additional material so patch will not have feathered edges but will have square or slightly undercut edges on area to be patched and will be at least 1/4 inch (6 mm) thick, but not less than recommended by patching compound manufacturer. b. Mask adjacent mortar joint or rake out for repointing if patch will extend to edge of masonry unit. c. Mix patching compound in individual batches to match each unit being patched. Combine one or more colors of patching compound, as needed, to produce exact match. d. Rinse surface to be patched and leave damp, but without standing water. e. Brush coat surfaces with slurry coat of patching compound according to manufacturer’s written instructions. f. Place patching compound in layers as recommended by patching compound manufacturer, but not less than 1/4 inch (6 mm) or more than 2 inches (50 mm) thick. Roughen surface of each layer to provide a key for next layer. g. Trowel, scrape, or carve surface of patch to match texture and surrounding surface plane or contour of the masonry unit. Shape and finish surface before or after curing, as determined by testing, to best match existing masonry unit. h. Keep each layer damp for 72 hours or until patching compound has set.

3.7

21486.00

Masonry patching compound: a. Patch brick with masonry patching compound. Masonry patching compound shall be factory mixed, custom colored cementitious product. Clean brickwork with job mixed detergent solution: solution of 1/2 cup(0.14 L) dry measure tetrasodium polyphosphate and 1/2 cup(0.14 L) dry measure laundry detergent dissolved in 1 gal.(4 L) of water. b. Use formulation that is vapor and water permeable (equal to or more than the masonry unit), exhibits low shrinkage, has lower modulus of elasticity than the masonry units being repaired, and develops high bond strength to all types of masonry. c. Formulate patching compound used for patching brick in colors and textures to match each masonry unit being patched. Provide sufficient number of colors to enable matching the color, texture, and variation of each unit. Sealant: a. Mortar: Portland cement lime mortar colored, where exposed, by pigment. b. Repoint masonry with sealant where indicated. c. Single Component Neutral and Basic Curing Silicone Sealant d. Type and Grade: S (single component) and NS (nonsag). e. Class: 50.

RESTORATION – CONCRETE A.

Present all repair strategies, techniques, and material intended for use to the Owner in Mock-up format, for Owner approval. Finished product to match appearance and quality of adjacent surfaces.

Preparation: Remove oil, grease, wax, and old paint with detergents, solvents or strippers. Sandblast or acid etch concrete surfaces followed by neutralization with a soda-ash solution, or equivalent. Rinse, dry and vacuum affected area. Deepen and widen thin cracks to allow filling with product.

Epoxy Bonding Adhesive: ASTM C 881/C 881M, two-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements. Color to match concrete. 1. Tensile Strength: 9,000 psi 2. Flexural Strength: 10,500 psi 3. Compressive Strength: 12,000 psi

Apply prime coat to areas intended to receive bonding agent, as necessary.

Inject resin-based epoxy into voids and along cracks to fully penetrate concrete damage.

Protect adjacent surfaces from spills with masking tape and plastic sheeting.

If adjacent surface has parge-coating on concrete, apply Grout-Cleaned Finish to matching color, grit, and cementitous composition as original. 1. Grout-Cleaned Finish: Wet concrete surfaces and apply grout of a consistency of thick paint to coat surfaces and fill small holes. Mix one part portland cement to one and one-half parts fine sand with a 1:1 mixture of bonding admixture and water. Add white portland cement in amounts determined by trial patches so color of dry grout will match surrounding concrete. Scrub grout into voids and

10 1400 Technical Specifications G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

F: 410.347.8619

Install planting materials to match existing plants. Plantings will have warranty period of one (1) year from date of Substantial Completion.

RESTORATION – MASONRY A. General 1. Sign Contractor shall coordinate restoration of all surfaces affected in the course of sign demolition and installation. 1. All restoration work shall be completed by a qualified masonry restorer with not less than ten (10) years of experience completing similar work. 2. Restoration Specialist Qualifications: Engage an experienced stone and masonry restoration and cleaning firm to perform work of this Section. Firm shall have completed work similar in material, design, and extent to that indicated for this Project with a record of successful in service performance and a minimum of 10 years experience with similar of restoration work. Experience installing standard stone and unit masonry is not sufficient experience for stone masonry restoration work. 3. Where existing letters, signs, or plaques are removed, any associated sleeves, inserts, or mounting hardware shall be removed as well. If these appurtenances cannot be removed, they shall be cut or ground down so as to be completely concealed after restoration of the finish surface. 5. All voids shall be restored with materials that match adjoining surfaces in composition, material, color, and texture. 6. At each building, masonry restorer shall first restore (1) void for each type of material, as a control sample. The restorer shall not proceed with further work until the Owner has approved each sample location. B.

SHEET NAME

T: 410.347.8500

3.6

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-13

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-14

1.34 SECTION NAME

21486.00

remove excess grout. When grout whitens, rub surface with clean burlap and keep surface damp by fog spray for at least 36 hours.

Upon completion and verification of performance of installation, remove surplus materials, excess materials, rubbish, tools and equipment.

ELECTRICAL GROUNDING A. Verify grounding procedure, providing safety from internal and external electrocution, able to withstand maximum fault current without danger of burn-off or fusing. B. Comply with applicable code(s), including but not limited to: 1. NFPA 70 - National Electrical Code, Section 250. 2. IEEE Std 142 – IEEE Recommended Grounding Practice For Industrial and Commercial Power Systems. 3. IEEE Std 80 – IEEE Guide for Safety in AC Substation Grounding CLEANING AND PROTECTION A. Contractor shall protect the work during installation in such a manner that it is clean and free from defects at time of acceptance. Minor blemishes or marring of finished surfaces shall be carefully repaired so as not to be perceptible; components with permanent damage or defects shall be replaced completely. At completion, all work shall be checked, adjusted as required, and cleaned. B.

Contractor shall protect routes and mobilization areas required to access sign locations during construction. Any damage to existing (including, but not limited to) pavements, curbing, or landscape will be restored per the restoration guidelines in 3.4, no. 8.

Names, stamps, and decals of sign manufacturers shall not be visible in the finish work.

Use only authorized cleaners that will not mar, deform, or damage the installed sign.

3.10

PERMITS A. Contractor shall be responsible for obtaining all permits required by local authorities for installation.

3.11

PUNCHLIST A. Contractor to prepare preliminary punchlist, for Designer and Owner review and inspection. Contractor to promptly correct any and all outstanding items remaining in fulfilling the full execution of the contract documents. B.

21486.00

These deficiencies must be corrected within thirty (30) days of Owner’s submission of punchlist, at no additional cost.

3.12

SIGN COMPONENTS FOR FUTURE USE A. Contractor to coordinate with Owner on number of additional sign components to be wrapped in protecting material and set aside for future installation.

3.13

AS-BUILT DRAWINGS A. At project conclusion, Sign Contractor shall provide an electronic version of the as-built drawings for Owner’s record. B.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Provide data on vinyl letters, paints, colors, and manufacturers and suppliers, as well as sub-contractors responsible for the execution of the work.

07920 A.

10 1400 Technical Specifications

Joint Sealants

Sealant Type 1

a. Single Component Neutral and Basic Curing Silicone Sealant: b. Locations: Typical exterior joints in vertical surfaces and in horizontal non-traffic surfaces.

End of Signage Technical Specification

B A LTIMORE, MD 21230

SHEET NAME

1040 HU L L STREET

3.9

Protect all work from cold temperatures and moisture elements until all epoxy work has cured. Do not use cleaning materials or processes that could change the appearance of cast-in-place architectural concrete finishes.

26 OCTOBER 2017

AY E RS SAINT GROSS

3.8

SECTION 1 - Specifications

F: 410.347.8619

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

T: 410.347.8500

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

Designer will review the corrected punchlist itmes and prepare a secondary punchlist of deficiencies and items requiring further modification. Owner reserves the right to reject all or part of a sign that does not correspond to the Design Intent Drawings, Specifications, and/or approved shop drawings, lettering patterns, color, material, or workmanship samples.

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-15

SIGNAGE TECHNICAL SPECIFICATIONS

10 1400-16

1.35 SECTION NAME

ÂŠ 2017 AYERS SAINT GROSS

1.4

MATERIAL OWNERSHIP A.

DEMOLITION SPECIFICATIONS 1.5

1.1

1.2

Design intent drawings, demolition exhibit information and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. SUMMARY

Demolition Exhibit: Contractor to reference bid-package provided demolition exhibit as a general understanding of existing sign elements requiring removal and disposal. Contractor to supplement information for demolition quantities and scope from general exhibit, and submit existing conditions documentation for Owner and Designer review. See 1.6 Submittals for more information.

Pre-Installation Conference: Conduct conference with Owner, location TBD.

1. 2. 3. 4. 5. 6. B.

SUBMITTALS A.

Protecting existing vegetation to remain. Removing existing vegetation. Clearing and grubbing. Stripping and stockpiling topsoil. Removing above- and below-grade site improvements. Temporary erosion- and sedimentation-control measures. 1.7

Section 10 1400 Signage Technical Specification for basis of work for installing signage.

Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms.

Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments, the surface soil can be subsoil.

Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing inplace surface soil and is the zone where plant roots grow. Its appearance is generally friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches (50 mm) in diameter; and free of subsoil and weeds, roots, toxic materials, or other non-soil materials.

Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1.

Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction, and indicated on Drawings.

Use sufficiently detailed photographs or videotape. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain.

PROJECT CONDITIONS

DEFINITIONS

Existing Conditions: Documentation of existing trees and plantings, building conditions, adjoining construction, and site improvements that establishes pre-construction conditions that might be misconstrued as damage caused by site clearing and sign demolition. 1. 2.

Related Sections: 1.

1.3

1.6

Section Includes:

Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. QUALITY ASSURANCE

RELATED DOCUMENTS A.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities having jurisdiction.

Salvable Improvements: Carefully remove items elected to be salvaged and store on Owner's premises where indicated.

Utility Locator Service: Notify a private utility location specialist and Miss Utility for area where Project is located before site clearing.

Do not commence site clearing operations until temporary erosion/sedimentation-control measures are in place.

Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones.

Soil Stripping, Handling, and Stockpiling: Perform only when the topsoil is dry or slightly moist.

Vegetation: Trees, shrubs, groundcovers, grass, and other plants.

DEMOLITION

31 1000 - 1

DEMOLITION

31 1000 - 2

F: 410.347.8619

PART 1 - GENERAL

31 1000 Demolition Specifications

21486.00

T: 410.347.8500

SECTION 31 1000

SHEET NAME

26 OCTOBER 2017

B A LTIMORE, MD 21230

21486.00

SECTION 1 - Specifications

1040 HU L L STREET

ÂŠ 2017 AYERS SAINT GROSS

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

1.36 SECTION NAME

2.1

3.3

CLEARING AND GRUBBING A.

MATERIALS Construction Fencing: Guardian safety fence, Economy grade-round mesh, by Tenax, or approved equal. Size: 6’ height. Color: Orange

1. 2.

Satisfactory Soil Material: Requirements for satisfactory soil material are specified in restoration sub-section in Section 10 1400 "Signage Technical Specification."

3.4

PART 3 - EXECUTION 3.1

Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site.

PREPARATION A.

Alert the Owner if required excavation falls within canopy extents of adjacent mature trees. It is the Contractor’s responsibility to understand the site condition and adjacent risks. Damages or death of trees due to Contractor excavation will result in contractual offset or credit to the Owner for replacement plant material.

TOPSOIL STRIPPING A.

Remove sod and grass before stripping topsoil.

Strip topsoil to depth of 12 inches (300 mm) in a manner to prevent intermingling with underlying subsoil or other waste materials. 1.

Coordination with Owner-elected electrical contractor and Owner on power access and shutdown prior to any excavation or demolition work.

Establish and demarcation limits of disturbance based on approved stake-out walk-through with Owner and Designer. Erect approved fencing to indicate limits of disturbance.

Protect existing site improvements to remain from damage during construction.

1. 2.

3.2

Restore damaged improvements to their original condition, as acceptable to Owner. See Section 14 1000 “Signage Technical Specification” for more information.

Investigate all surfaces of buildings where demolition activities are shown and make plans for material(s) procurement to be required in restoration activities once signs/letters are removed.

3.5

TEMPORARY EROSION AND SEDIMENTATION CONTROL A.

Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways.

Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has been established.

Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal.

31 1000 - 3

Remove subsoil and non-soil materials from topsoil, including clay lumps, gravel, and other objects more than 2 inches (50 mm) in diameter; trash, debris, weeds, roots, and other waste materials.

Stockpile topsoil within approved disturbance limits, away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water. Limit height of topsoil stockpiles to 72 inches (1800 mm). Use surplus topsoil in backfilling operations at other sign locations, as needed. Surplus topsoil is that which exceeds quantity indicated to be stockpiled or reused. Confirm if Owner elects to retain surplus topsoil. If the Owner elects to not use surplus topsoil, dispose of surplus topsoil off-site.

SITE IMPROVEMENTS A.

Remove existing above- and below-grade improvements as indicated and necessary to facilitate new construction.

Remove slabs, paving, curbs, gutters, and aggregate base as indicated. 1.

3.6

Unless existing full-depth joints coincide with line of demolition, neatly saw-cut along line of existing pavement to remain before removing adjacent existing pavement. Saw-cut faces vertically. Dispose of waste materials off-site.

REMOVAL AND DISPOSAL OF EXISTING SIGNS A.

DEMOLITION

Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. Grind down stumps and remove roots, obstructions, and debris to a depth of 18 inches (450 mm) below exposed subgrade. Chip removed tree branches and dispose of off-site.

Fill depressions caused by clearing and grubbing operations with satisfactory soil material per restoration guidelines found in Section 14 1000 “Signage Technical Specification,” unless further excavation or earthwork is indicated.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction.

31 1000 Demolition Specifications

21486.00

Remove all existing signage, per Contractor-submitted and approved Existing Conditions Plan.

DEMOLITION

31 1000 - 4

F: 410.347.8619

PART 2 - PRODUCTS

T: 410.347.8500

21486.00

SHEET NAME

26 OCTOBER 2017

B A LTIMORE, MD 21230

SECTION 1 - Specifications

1040 HU L L STREET

26 OCTOBER 2017

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

AY E RS SAINT GROSS

BOWIE STATE UNIVERSITY CAMPUS WIDE EXTERIOR WAYFINDING SIGNAGE BID ISSUE

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

1.37 SECTION NAME

SECTION 1 - Specifications

31 1000 Demolition Specifications

21486.00

Excavate and remove all footings, sub-grade supports for all signs as indicated on sign locaton plans and for any elements which would impede the execution of the work even if otherwise unspecified on plan.

Remove all subgrade supports to within 12 inches of finished restored grade where indicated on sign location plans.

Restore all areas not designated for new sign installation, per restoration guidelines in Section 14 1000 “Signage Technical Specification.”

3.7

SHEET NAME

26 OCTOBER 2017

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

DISPOSAL OF SURPLUS AND WASTE MATERIALS Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property.

Separate recyclable materials produced during site clearing from other non-recyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. Do not interfere with other Project work. F: 410.347.8619

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

End of Demolition Specification

DEMOLITION

31 1000 - 5

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

1.38 SECTION NAME

TrafficPatternsLT

1.2.

The material must be resistant to the detrimental effects of motor fuels, antifreeze, lubricants, hydraulic fluids, etc.

1.3.

The material shall be capable of being applied on bituminous and/or portland cement concrete pavements by the use of a handheld heat torch, infrared heater, or a blue-flame radiant heater. The use of a compactor or similar equipment shall not be necessary during or after the application of the pavement overlay marking material.

1.4.

The material must be able to be applied to asphalt and concrete surfaces without preheating the application surface to a specific temperature. The material must be capable of being affixed to green concrete (concrete that has set but not appreciably hardened). The material shall not require the portland cement concrete application areas to be cured or dried out.

1.5.

The material must be capable of conforming to pavement contours, breaks and faults through the action of traffic at normal pavement temperatures. It shall not be necessary to use a grid template to imprint pattern grooves or other indentations in the material surface after material application. The material shall cover the entire area to be treated, and it shall not be necessary to inlay the material into individual grooves or indentations.

1.6.

The material is typically supplied in segments measuring 2 ft. x 2 ft. [±⅛ in.] (.61 m x .61 m [±3 mm]). The material must be able to be applied in temperatures down to 45ºF without any special storage, preheating or treatment of the material before application.

1.7.

Heating indicators must be evenly distributed on the surface of the material to act as a visual cue during application and post-application.

MANUFACTURING CONTROL AND ISO CERTIFICATION: The manufacturer must be ISO 9001:2008 certified for design, development and manufacturing and provide proof of current certification. The scope of the certification shall include the design, development and manufacture of preformed thermoplastic marking material.

3.4.

Slip Resistance: The surface of the preformed thermoplastic material shall contain factory applied anti-skid elements with a minimum hardness of 9 (Mohs scale). Upon application the material shall provide a minimum static friction of coefficient of 0.6 when tested according to ASTM C 1028 (wet and dry), and a minimum static coefficient of friction of 0.6 when tested according to ASTM D 2047.

3.5.

Thickness: The material must be supplied at a minimum thickness of 90 mil (2.29 mm).

3.6.

Environmental Resistance: The material must be resistant to deterioration due to exposure to sunlight, water, salt or adverse weather conditions and impervious to oil and gasoline.

APPLICATION: 4.1.

Manufacturer Certified Applicator Requirement: The material shall be supplied and applied only by an applicator certified by the material manufacturer. The applicator shall provide proof of current certification before commencing work. The Certified Applicator shall follow the material manufacturer’s current published application procedures.

4.2.

Asphalt: The material shall be applied using the propane torch method or an infrared or blue flame heater recommended by the manufacturer. The material must be able to be applied at ambient and road temperatures down to 45ºF without any preheating of the pavement to a specific temperature. A sealer specified and supplied by the material manufacturer must be applied to the substrate prior to material application to ensure proper adhesion, and to provide bond reinforcement for larger volumes of material. The sealer must be supplied by the material manufacturer in 300/600ml cartridges along with sealer application supplies. A thermometer shall not be required during the application process. The pavement shall be clean, dry and free of debris. The supplier must provide current application instructions to the Certified Applicator.

4.3.

Portland Cement Concrete: The same application procedure shall be used as described under Section 4.2.

PACKAGING: The preformed thermoplastic material shall be packaged in cardboard cartons. The cartons in which packed shall be non-returnable and shall not exceed 25 in. (.64 m) in length and 25 in. (.64 m) in width. The cartons shall be labeled for ease of identification. The weight of the individual carton must not exceed Fifty (50) pounds (23 kg). A protective film around the carton must be applied in order to protect the material from rain or premature aging.

TECHNICAL SERVICES: The successful bidder shall provide technical services as required.

MATERIAL: Must be composed of an ester-modified rosin impervious to degradation by motor fuels, lubricants, etc. in conjunction with aggregates, pigments, binders, and anti-skid/anti-slip elements. Pigments and anti-skid/anti-slip elements must be uniformly distributed throughout the material. The thermoplastic material conforms to AASHTO designation M249, with the exception of the relevant differences due to the material being supplied in a preformed state, being nonreflective, and potentially being of a color different from white or yellow. 3.1.

Pigments: 3.1.1. 3.1.2.

3.1.3.

White: The material shall be manufactured with sufficient titanium dioxide pigment to meet FHWA Docket No. FHWA-99-6190 Table 5 and Table 6 as revised and corrected. Red, Blue, and Yellow: The material shall be manufactured with sufficient pigment to meet FHWA Docket No. FHWA-99-6190 Table 5 and Table 6 as revised and corrected. The pigment system must not contain heavy metals nor any carcinogen, as defined in 29 CFR 1910.1200 in amounts exceeding permissible limits as specified in relevant Federal Regulations. Other Colors: The pigment system must not contain heavy metals nor any carcinogen, as defined in 29 CFR 1910.1200 in amounts exceeding permissible limits as specified in relevant Federal Regulations.

03.31.16

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

1040 HU L L STREET

The material must be a resilient preformed thermoplastic product which contains a minimum of thirty percent (30%) intermixed anti-skid/anti-slip elements and where the top surface contains anti-skid/anti-slip elements. These anti-skid/anti-slip elements must have a minimum hardness of 9 (Mohs scale).

Skid Resistance: The surface of the preformed thermoplastic material shall contain factory applied anti-skid elements with a minimum hardness of 9 (Mohs scale). Upon application the material shall provide a minimum skid resistance value of 60 BPN when tested according to ASTM E 303.

Preformed Thermoplastic Overlay

B A LTIMORE, MD 21230

1.1.

3.3.

SHEET NAME

F: 410.347.8619

A durable preformed thermoplastic overlay marking material suitable for application over existing or newly imprinted/stamped asphalt or concrete pavement surfaces for streetscape and traffic calming purposes on public roads and private properties. The pavement surface must be imprinted or stamped prior to the application of the preformed thermoplastic overlay material. When properly applied, the durable preformed thermoplastic overlay material will contour to the impressions/grooves already present in the pavement substrate. Post application imprinting/stamping shall not be allowed. Patterned pavement treatments are typically used on public roadway crosswalks between white crosswalk lines, and on residential and commercial areas for pedestrian and vehicle traffic. The material shall be equally suitable for asphalt and concrete surfaces.

Heating Indicators: The top surface of the material shall have regularly spaced indents. The closing of these indents during application shall act as a visual cue that the material has reached a molten state, allowing for satisfactory adhesion and proper embedment of the anti-skid/anti-slip elements, and a post-application visual cue that proper application procedures have been followed.

AY E RS SAINT GROSS

USE:

3.2.

T: 410.347.8500

SPECIFICATION PREFORMED THERMOPLASTIC OVERLAY MARKING MATERIAL FOR IMPRINTED/STAMPED PAVEMENT

SECTION 1 - Specifications

03.31.16

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SECTION 2 Graphic Standards Typeface Specifications 2.01 Paint and Vinyl Specifications 2.01 Arrows and Symbol Specifications

2.01

Artwork Specifications 2.02 Custom Typeface for Architectural Lettering

2.03

2.01

PAINTS (P)

ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890

PAINT 1 MP 33764 SEMI-GLOSS LRV 4.5 BLACK INDIGO

PAINT 2 MP 07102 SEMI-GLOSS LRV 8.4 DEEP RIVER

PAINT 3 MP 11185 GLOSS LRV 56.6 RELL SUN

Replica Pro Regular 25 pt. kearning T2

ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890 Replica Pro Light 25 pt. kearning

PAINT 4 MP 00170 GLOSS LRV 26.6 MOLINE ORANGE

PAINT 5 MP 08131 GLOSS LRV 18.4 RAPID RED

PAINT 6 MP 15195 GLOSS LRV 12.8 RED RAGE

PAINT 7 MP 32071 SEMI-GLOSS V2.2 WHITE WONDER

VINYLS (V)

ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890

VINYL 1 3M 3930 HIGH INTENSITY GRADE PRISMATIC REFLECTIVE SHEETING WHITE

VINYL 2 3M 7725-10 SCOTCHCAL ELECTROCUT GRAPHIC FILM SERIES WHITE

SECTION 2 - Graphic Standards SHEET NAME

Typefaces, Paints, Vinyls, Arrows, and Symbols G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Typefaces available from the following Type Foundry: https://lineto.com

B A LTIMORE, MD 21230

SECTION NAME

F: 410.347.8619

Replica Pro Bold 25 pt. kearning

T: 410.347.8500

T Y P E FA C E S ( T )

UP-LEFT ARROW

STRAIGHT ARROW

UP-RIGHT ARROW

RIGHT ARROW

PARKING SYMBOL

INFORMATION SYMBOL

ACCESSIBLE SYMBOL

LEFT ARROW

AY E RS SAINT GROSS

1040 HU L L STREET

ARROWS & SYMBOLS

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

2.02

LOGOS SECTION NAME

SECTION 2 - Graphic Standards

SHEET NAME

Logos and Custom Artwork G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

BOWIE STATE UNIVERSITY LOGO

VDR.1 (SIDE B)

VDR.2 (SIDE B)

VDR.3 (SIDE B)

PRK.1 (SIDE B)

PRK.2 (SIDE B)

MAP.1, MAP.2, BLD.1 (SIDE A)

PRD.1 (SIDE A)

BLD.2 (SIDE A)

MAP.1, MAP.2, BLD.1 (SIDE B)

PRD.1 (SIDE B)

BLD.2 (SIDE B)

T: 410.347.8500

PRK.2 (SIDE A)

B A LTIMORE, MD 21230

PRK.1 (SIDE A)

1040 HU L L STREET

VDR.3 (SIDE A)

AY E RS SAINT GROSS

VDR.2 (SIDE A)

' 2017

VDR.1 (SIDE A)

F: 410.347.8619

CUSTOM ARTWORK (BY SIGN TYPE)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

2.03

C U S T O M T Y P E FA C E F O R A R C H I T E C T U R A L L E T T E R I N G SECTION NAME

SECTION 2 - Graphic Standards

SHEET NAME

Custom Typeface for Architectural Lettering G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

' 2017

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

REPLICA PRO - MODIFIED EDGES (DESIGNER TO PROVIDE VECTOR ARTWORK FILE)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SECTION 3 Sign Families Monument Signs 3.01 Vehicular Signs 3.02 Pedestrian Signs 3.03 Architectural Lettering - Non-Illuminated

3.04

Architectural Lettering - Non-Illuminated

3.05

Architectural Lettering - Illuminated

3.06

3.01 SECTION NAME

SECTION 3 - Sign Families

SHEET NAME

Monument Signs G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

These drawings are intended to illustrate design intent only, and should only be used as a general reference guideline. The Contractor bears sole responsibility for the performance and quality of the sign products. All aluminum plate to conform to ASTM B209, see specifications for more information. All aluminum extrusion to conform to ASTM B221, see specifications for more information. All fasteners to be Grade 304 stainless steel, conforming to ASTM A167. Contractor to verify no galvanic corrosion between dissimilar metals.

F: 410.347.8619

LOGO.1 CAMPUS ID

Internal and/or external illumination, when used, will always be evenly distributed across the surface intended to receive illumination. Design and fabrication of signs to prevent light leaks, hot and dark spots, and other conditions excluded in the specifications. Refer to specifications for design and performance requirements. All illumination techniques used must comply with applicable local illumination-electrical codes and requirements. The Contractor is solely responsible for the compliance with and performance to all codes and requirements.

LED.1 LED BOARD CABINET RETROFIT

Illuminated signs to be approved and certified as UL-listed, by the Underwriters Label. All work utilizing electrical current and/or charge to be grounded, in accordance with State and Local codes. See specifications for more information.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

ÂŠ 20 1 7

GATE.2 CAMPUS GATEWAY (NEW WALL)

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

GATE.1 CAMPUS GATEWAY (EXISTING WALL)

T: 410.347.8500

All construction fastening or welding will not be visible on the finish surface of the signs.

10.26.2017

3.02 SECTION NAME

SECTION 3 - Sign Families

SHEET NAME

Vehicular Signs G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

VEHICULAR DIRECTIONAL (LARGE)

Administration Bldg Library

VEHICULAR DIRECTIONAL VDR.2 (MEDIUM)

VEHICULAR DIRECTIONAL (MEDIUM)

COMMUTERS FACULTY / STAFF

B A LTIMORE, MD 21230

Exit to Laurel Bowie Rd

BOWIE BIC

Visitor Parking

VEHICULAR DIRECTIONAL VDR.3 (SMALL)

VEHICULAR DIRECTIONAL (SMALL)

PARKING LOT ID

PRK.1 PARKING LOT ID

PARKING SPOT ID

PRK.2 PARKING SPACE ID

STR.1 STREET ID SIGN

1040 HU L L STREET

VEHICULAR DIRECTIONAL VDR.1 (LARGE)

Center for Business and Grad Studies

AY E RS SAINT GROSS

Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

LOT A

VISITOR PARKING PERMITS PUBLIC SAFETY

Jericho Park Rd

Director Maryland Center

F: 410.347.8619

RESERVED

Visitor Parking Robinson Hall

T: 410.347.8500

All construction fastening or welding will not be visible on the finish surface of the signs.

10.26.2017

3.03 SECTION NAME

SECTION 3 - Sign Families

SHEET NAME

Pedestrian Signs G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Proctor Building Admin Bldg Library Science Center Student Center Phys Ed Complex Athletic Fields Public Safety

PUBLIC SAFETY PARKING PERMITS

BOWIE BIC

Christa McAuliffe Residential Community

B A LTIMORE, MD 21230

Administration Bldg

WELLNESS CENTER

MAP KIOSK

MAP.1 AND MAP.2 PEDESTRIAN MAP KIOSK (SINGLE / DOUBLE SIDED)

PED. DIRECTIONAL

PDR.1 PEDESTRIAN DIRECTIONAL

ADA TRAILBLAZER

ADA.1 ADA TRAILBLAZER

BUILDING ID BLD.1 (PRIMARY)

BUILDING ID (PRIMARY)

BUILDING ID BLD.2 (SECONDARY)

BUILDING ID (SECONDARY)

BLD.3 BUILDING ID (WALL-MOUNTED)

1040 HU L L STREET

Accessible Route

AY E RS SAINT GROSS

Center for Business and Graduate Studies

F: 410.347.8619 Theodore McKeldin Gymnasium

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

MAP

T: 410.347.8500

All construction fastening or welding will not be visible on the finish surface of the signs.

10.26.2017

3.04

William E. Henry Administration Building

SECTION NAME

SECTION 3 - Sign Families

SHEET NAME

Architectural Lettering - Non-Illuminated G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LTR.18 ARCHITECTURAL LETTERS (18” TALL)

All aluminum plate to conform to ASTM B209, see specifications for more information. All aluminum extrusion to conform to ASTM B221, see specifications for more information.

Computer Science Building

LTR.24 ARCHITECTURAL LETTERS (24” TALL)

LTR.12 ARCHITECTURAL LETTERS (12” TALL)

Theodore McKeldin Gymnasium

LTR.9 ARCHITECTURAL LETTERS (9” TALL)

PROJECT NAME

Bowie State University Exterior Signage & aW yfinding Program PROJECT NO.:

Theodore McKeldin Gymnasium

DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

3.05

Theodore McKeldin Gymnasium

SECTION NAME

SECTION 3 - Sign Families

SHEET NAME

Architectural Lettering - Non-Illuminated G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LTR.12A ARCHITECTURAL LETTERS (12” TALL)

All aluminum plate to conform to ASTM B209, see specifications for more information. All aluminum extrusion to conform to ASTM B221, see specifications for more information.

William E. Henry Administration Building

All fasteners to be Grade 304 stainless steel, conforming to ASTM A167. Contractor to verify no galvanic corrosion between dissimilar metals. All construction fastening or welding will not be visible on the finish surface of the signs. Internal and/or external illumination, when used, will always be evenly distributed across the surface intended to receive illumination. Design and fabrication of signs to prevent light leaks, hot and dark spots, and other conditions excluded in the specifications. Refer to specifications for design and performance requirements.

LTR.18A ARCHITECTURAL LETTERS (18” TALL)

All illumination techniques used must comply with applicable local illumination-electrical codes and requirements. The Contractor is solely responsible for the compliance with and performance to all codes and requirements. Illuminated signs to be approved and certified as UL-listed, by the Underwriters Label. All work utilizing electrical current and/or charge to be grounded, in accordance with State and Local codes. See specifications for more information.

PROJECT NAME

Bowie State University Exterior Signage & aW yfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

3.06

Leonidas S. James Physical Education Complex

SECTION NAME

SECTION 3 - Sign Families

SHEET NAME

Architectural Lettering - Illuminated G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LTR.18I ARCHITECTURAL LETTERS (18” TALL)

All aluminum plate to conform to ASTM B209, see specifications for more information.

Fine & Performing Arts Center

All aluminum extrusion to conform to ASTM B221, see specifications for more information. All fasteners to be Grade 304 stainless steel, conforming to ASTM A167. Contractor to verify no galvanic corrosion between dissimilar metals. All construction fastening or welding will not be visible on the finish surface of the signs. Internal and/or external illumination, when used, will always be evenly distributed across the surface intended to receive illumination. Design and fabrication of signs to prevent light leaks, hot and dark spots, and other conditions excluded in the specifications. Refer to specifications for design and performance requirements.

LTR.24I ARCHITECTURAL LETTERS (24” TALL)

Fine & Performing Arts Center

All work utilizing electrical current and/or charge to be grounded, in accordance with State and Local codes. See specifications for more information.

PROJECT NAME

Bowie State University Exterior Signage & aW yfinding Program PROJECT NO.:

LTR.30I ARCHITECTURAL LETTERS (30” TALL)

Illuminated signs to be approved and certified as UL-listed, by the Underwriters Label.

DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SECTION 4 Sign Elevations GATE.1 Main Campus Gateway 4.01 GATE.2

Secondary Campus Gateway

4.02

LED.1 Digital Message Sign 4.03 LOGO.1 Brand Monument Sign 4.04 VDR.1 Vehicular Directional (Large) 4.05 VDR.2

Vehicular Directional (Medium)

4.06

VDR.3 Vehicular Directional (Small) 4.07 PRK.1 Parking Lot ID 4.08 PRK.2 Parking Spot ID 4.09 PRK.3

Parking Spot ID (Painted)

4.10

STR.1 Street ID Sign 4.11 BNR.1 Banner 4.12 MAP.1

Pedestrian Map Kiosk (Single-Sided)

4.13

MAP.2

Pedestrian Map Kiosk (Double-Sided)

4.14

PDR.1 Pedestrian Directional 4.15 ADA.1 ADA Trailblazer 4.16 BLD.1 Building ID (Primary) 4.17 BLD.2 Building ID (Secondary) 4.18 BLD.3 Building ID (Wall-Mounted) 4.19 LTR.9 and LTR.12

Architectural Lettering

4.20

LTR.18 and LTR.24

Architectural Lettering

4.21

LTR.12A and LTR.18A

Architectural Lettering

4.22

Architectural Lettering

4.23

Architectural Lettering

4.24

LTR.18I and LTR.24I LTR.30I

4.01 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

GATE.1 Main Campus Gateway G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - LETTERING - PRIMARY Fabricated aluminum dimensional letter - Vector Artwork Illumination: No Face: 1/8” thk aluminum - Paint to Match existing logo Returns: 0.063” thk aluminum - 2” deep - Paint to Match existing logo Back: 0.090” thk alum. - full profile of letter w/ no visible gaps Mounting: Pin-Mount to wall surface w/ 1/2” Spacer Wall Surface: Brick

B - LETTERING - SECONDARY Cut aluminum dimensional letter - Vector Artwork Illumination: No Lettering: 1” thk router cut aluminum - Paint to Match existing logo Mounting: Pin-Mount to wall surface w/ 1/2” Spacer Wall Surface: Bricks

Plan Elevation - Primary Gateway Scale: 1/4” = 1’-0”

NOTE: Existing wall returns on a curve. All Measurements to be verified in field by fabricator. B

Modified Front Elevation - (Primary Gateway on Existing Wall) Scale: 1/4” = 1’-0”

B - RULE LINES Cut aluminum dimensional rule lines- Vector Artwork Illumination: No Rule Lines: 1” thk router cut aluminum - Paint to Match existing logo Mounting: Pin-Mount to wall surface w/ 1/2” Spacer Wall Surface: Bricks

B A LTIMORE, MD 21230

T: 410.347.8500

1040 HU L L STREET

AY E RS SAINT GROSS

2’-6"

5’-2"

7’-6"

10’-4"

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.02 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

GATE.2 Secondary Campus Gateway G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Reference Sheet 6.01 for Specifications and Construction Details

Plan Elevation - Secondary Gateway Plan Elevation - Secondary Gateway A NTS NTS

7'-7"

Plan Elevation - Secondary Gateway Plan Elevation - Secondary Gateway Scale: 1/4” = 1’-0” Scale: 1/4” = 1’-0”

3'-0"

T: 410.347.8500

T.B.D. Based on Slope

2'-0" 2'-0"

8'-6" 5'-9" 6'-5" 3'-8"

10'-0"

11'-4"

NOTE: New wall will be placed on a curve on existing slope. NOTE: New wall will be placed at an angle on existing slope. Front Elevation - (Secondary Gateway on New Wall) C Front Elevation - (Secondary Gateway on New Wall) Scale: 1/4” = 1’-0” C Scale: 1/4” = 1’-0”

7'-7"

3'-0"

A C B D C

Slope L to R

BAT L I M O R E , M D 21230

2'-9"

22'-6" 2'-5" 7'-7"

7'-7"

1040 H U L STR E ET

22'-6" 28'-6"

YA E R S SA I N T GR O SS

28'-6"

F: 410.347.8619

A O B

' 2017

B B

PROJECT NAME

BowieStaUnvrsy

ayndigProm ExteS&W

PROJECT NO.:

21486.0 DOCUMENT NAME

BidingDocumet-FINALSUBA MIT L S U B M I T TA L D AT E

10.267

4.03 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

LED.1 Digital Message Sign G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - ELECTRONIC LED DISPLAY (EXISTING) Existing display to remain as-is, no modification B - PANEL (RE-FINISHING) Material: aluminum sheet (or ACM paneling) as required to re-finish existing LED cabinet surround. Match Paint P1. PROPOSED CONCEPT

C - PANEL (RETROFIT) Material: aluminum sheet (or ACM paneling) as required to retrofit existing brick areas with no current cladding installed. Match Paint P1.

D - FURRING STRIPS As required to equal depth of existing cladding for retrofit area(s)

2" V.I.F.

7' 2" V.I.F.

3' 6" V.I.F.

A PHOTO REFERENCE - LED.1 - EXISTING CONDITIONS Scale: NTS

B ELEVATION - LED.1 - PROPOSED CONCEPT Scale: 1/2”= 1’- 0”

Final Cladding Details T.B.D. by Sign Contractor.

T: 410.347.8500

F: 410.347.8619

E - PANEL (RETROFIT) Material: aluminum sheet (or ACM paneling) as required to retrofit existing brick areas with no current cladding installed. Match Paint P1, P3, P4, P5, and P6.

B A LTIMORE, MD 21230

1040 HU L L STREET

1' 9" V.I.F.

AY E RS SAINT GROSS

EXISTING DISPLAY

5' 3" V.I.F.

PROJECT NAME

Bowie State Universty Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.04 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

LOGO.1 Brand Monument

38'-4"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

24'-6" 19'-0" Grass

A - ABOVE GRADE FOOTER Material: Poured in place concrete steps and base Corners: Chamfered and finished smooth Color: Match campus sidewalk standard Concrete Footer: Size as required by Structural Engineer, provide internal re-bar support and threaded anchor bolts for sign cabinet attachment

B A

27'-3"

020'-10"

B - DIMENSIONAL BRAND Material: Custom 1/2” thk steel, provide internal supports as required Background Process: Powder coated - all areas as shown match P1, P3 Edges: Routed, finished smooth and painted to match face Mounting Method: Bolts to concret base

+8”

14'-7"

8'-6"

+24”

2'-6"

+16”

2'-6"

Concept Rendering Rendering NTS C

Reference Sections 5, 7, and 9 for Graphic Layouts, Sign Details, and Sign Messages

NTS

5'-0" Flat Walkway

+16” +8”

Plan View Scale: 1/4” = 1’-0”

Plan View Scale: 3/16” = 1’-0”

18'-6" 18'-6"

1'-4" 1'-0" 4'-10" 3'-9"

7'-8" 5'-9"

9'-3" 6'-4"

14'-2" 14'-2"

2'-4" 1'-9"

1'-4" 1'-0"

A D

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Waynding Program

E A

PROJECT NO.:

21486.00

NOTE: Location is still under consideration.

NOTE:Front Location is still under consideration. Elevation B

Scale: = 1’-0” Front 3/16” Elevation

Scale: 1/4” = 1’-0”

Side Elevation Scale: 3/16” =Side 1’-0”Elevation

Scale: 1/4” = 1’-0”

' 2017 AY E R S S A I N T G R O S 1 0 4 0 H U L S T R E T BALT I M O R E , M D 2 1 3 0 :T 4 1 0 . 3 4 7 . 8 5 0 F : 4 1 0 . 3 4 7 . 8 6 1 9

Grass

DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.05 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

VDR.1 Vehicular Directional (Large)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Plan Elevation - VDR.1 Scale: 3/4” = 1’-0” 4'-9"

B - ACCENT WRAP Material: 1/8” thk aluminum Background Process: Edges: Routed, finished smooth and painted to match face Mounting Method: Welds to sign frame

Visitor Parking Robinson Hall F: 410.347.8619 B A LTIMORE, MD 21230

T: 410.347.8500

4'-11 1/4"

Front Elevation - VDR.1 (Large Vehicular Directional) Scale: 3/4” = 1’-0”

1040 HU L L STREET

6" 6"

AY E RS SAINT GROSS

2'-1"

2'-4 1/2"

3/4" TYP.

Side Elevation - VDR.1 Scale: 3/4” = 1’-0”

Back Elevation - VDR.1 (Large Vehicular Directional) Scale: 3/4” = 1’-0”

Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries

1'-2 1/2"

8'-6"

4'-6 1/4"

VISITOR PARKING PERMITS PUBLIC SAFETY

C - SIGN BASE Material: 1/8” thk aluminum Background Process: Surface painted - all areas P2 Logo Process: Laser engraved 1/16” deep and paint filled - P3 and P7 Edges: Routed, finished smooth and painted to match face Mounting Method: Screws to sign frame with concealed tamper-resistant fasteners, provide neoprene gaskets as required to prevent vibration and water penetration D - ABOVE GRADE FOOTER Material: Poured in place concrete base, match outer dimensions of sign cabinet Corners: Chamfered and finished smooth Color: Stained to match architect’s sample Mounting Method: Re-bar ties to below grade concrete footer Concrete Footer: Size as required by Structural Engineer, provide internal re-bar support and threaded anchor bolts for sign cabinet attachment Reference Sections 5, 6, and 8 for Graphic Layouts, Sign Details, and Sign Messages

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.06 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

VDR.2 Vehicular Directional (Medium) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Plan Elevation - VDR.2 Scale: 3/4” = 1’-0” 6"

F: 410.347.8619

3'-6"

B - ACCENT WRAP Material: 1/8” thk aluminum Background Process: Surface painted - custom pattern as shown - P3, P4, P5, and P6 Edges: Routed, finished smooth and painted to match face Mounting Method: Welds to sign frame

T: 410.347.8500 B A LTIMORE, MD 21230

4'-1"

1040 HU L L STREET

1'-1/2"

Exit to Laurel Bowie Rd

Front Elevation - VDR.2 (Medium Vehicular Directional) Scale: 3/4” = 1’-0”

1'-1/2"

AY E RS SAINT GROSS

1'-8"

1/2" TYP.

6'-3"

2'-11"

Administration Bldg Library

Side Elevation - VDR.2 Scale: 3/4” = 1’-0”

Back Elevation - VDR.2 (Medium Vehicular Directional) Scale: 3/4” = 1’-0”

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.07 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

VDR.3 Vehicular Directional (Small) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - MESSAGE PANELS (2) Material: 1/8” thk aluminum Background Process: Surface painted - all areas P1 Edges: Routed, finished smooth and painted to match face Arrow / Symbol / Copy Process: Applied reflective vinyl - V1 Typeface: T2 Mounting Method: Screws to sign frame with concealed tamper-resistant fasteners, provide neoprene gaskets as required to prevent vibration and water penetration B - ACCENT WRAP Material: 1/8” thk aluminum Background Process: Surface painted - custom pattern as shown - P3, P4, P5, and P6 Edges: Routed, finished smooth and painted to match face Mounting Method: Welds to sign frame

T: 410.347.8500

Front Elevation - VDR.3 (Small Vehicular Directional) Scale: 3/4” = 1’-0”

1040 HU L L STREET

2'-4"

AY E RS SAINT GROSS

1'-1/2"

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

1/2" TYP.

C 6"

4'-6"

B A LTIMORE, MD 21230

Visitor Parking

1'-6"

2'-6"

F: 410.347.8619

Plan Elevation - VDR.3 Scale: 3/4” = 1’-0”

Side Elevation - VDR.3 Scale: 3/4” = 1’-0”

Back Elevation - VDR.3 (Small Vehicular Directional) Scale: 3/4” = 1’-0”

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.08 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

PRK.1 Parking Lot ID

3’-0"

FACULTY / STAFF

Front Elevation - PRK.1 (Parking Lot Identification) Scale: 3/4” = 1’-0”

2’-4 1/2"

F: 410.347.8619 1040 HU L L STREET

3/4" TYP.

AY E RS SAINT GROSS

T: 410.347.8500

COMMUTERS

FACULTY / STAFF

B A LTIMORE, MD 21230

COMMUTERS

BOWIE BIC

1’-2 1/2" 1’-6"

Center for Business and Grad Studies

6’-1 1/4"

Center for Business and Grad Studies BOWIE BIC

8’-6"

LOT A

5’-1 1/4"

LOT A

Side Elevation - PRK.1 Scale: 3/4” = 1’-0”

Back Elevation - PRK.1 (Parking Lot Identification) Scale: 3/4” = 1’-0”

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Plan Elevation - PRK.1 Scale: 3/4” = 1’-0”

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.09 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

PRK.2 Parking Space ID G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - MESSAGE PANEL Material: 1/4” thk aluminum, routed to fit inside post Background Process: Surface painted - custom pattern as shown - P1, P3, P4, P5, P6 Edges: Routed, finished smooth and painted to match face Copy Process: Applied reflective vinyl - V1 Typeface: T1, T2 Mounting Method: Slides into post from top, provide neoprene gaskets as required to prevent vibration and water penetration

2'-2" 2"

1'-0"

RESERVED

B - POST Material: 1/8” thk aluminum, top is routed to accept Message Panel and capped Background Process: Surface painted - P1 Edges: Routed, finished smooth and painted to match face Mounting Method: Direct burial to concrete footer

Director Maryland Center

Reference Sections 5, 6, and 8 for Graphic Layouts, Sign Details, and Sign Messages

B A LTIMORE, MD 21230

Front Elevation - PRK.2 (Parking Space ID) Scale: 3/4” = 1’-0”

Side Elevation - PRK.2 Scale: 3/4” = 1’-0”

Back Elevation - PRK.2 (Parking Space ID) Scale: 3/4” = 1’-0”

AY E RS SAINT GROSS

1040 HU L L STREET

6'-6"

8'-6"

T: 410.347.8500

F: 410.347.8619

Director Maryland Center

1'-8"

2'-0"

RESERVED

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Align

4.10 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

PRK.3 Parking Space ID (Painted) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - GRAPHIC MARKER Material: Preformed Thermoplastic Graphic Pigments: As required to match P7, provide UV stability pigments Reflective Glass Beads: No Fillers and Binders: Yes Primers / Sealers: Yes, seal surface prior to installation Mounting Method: Power blower and sweep area clean, allow to fully dry. Direct apply to asphalt or concrete surface

RESERVED

A-06

A-07

RESERVED

A-08 A-08

0.50"

RESERVED

1' 0.00"

3.50"

Align

4' 8.00"

RESERVED

C EQ.

RESERVED

Reference Sections 5, 6, and 8 for Graphic Layouts, Sign Details, and Sign Messages

A-09

RESERVED A-08

A-09

B C EQ. Align

EQ.

A-08

RESERVED

AY E RS SAINT GROSS

1' 0.00"

3.50"

A-07

RESERVED

0.50"

RESERVED

Align

4' 8.00"

Detail - PRK.3 Scale: 3/4” = 1’-0”

Concept Rendering Scale: NTS

T: 410.347.8500

Elevation - PRK.3 (Plan View) Scale: 3/8” = 1’-0”

B A LTIMORE, MD 21230

Detail - PRK.3 Scale: 3/4” = 1’-0”

1040 HU L L STREET

F: 410.347.8619

Align

EQ.

Concept Rendering Scale: NTS

Detail - PRK.3 Scale: 3/4” = 1’-0”

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.11 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

STR.1 Street ID Sign G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

B ELEVATION - PLAN VIEW Scale: 3/4” = 1’-0”

A - SIGN POST Material: 2” x 2” x 0.125” thk aluminum tube. Finish: Weather resistant flouro-polymer finish - P1 Mounting: concrete footer w/ breakaway attachment. Note: Reference Construction Detail page A2.06

3' 0"

5.8"

Jericho Park Rd

B - SIGN PANEL (DOUBLE-SIDED) 6” H Extruded Aluminum Street Name Blade profile .080” Web w/ .230” thk. Flange. Double-Sided Engineering Grade Reflective DOT Green Finish w/ Applied Vinyl Lettering, Typeface: T2, 3” Cap Height - Match V2

East Loop Rd

D - Product Reference

C - SIGN POST BRACKET Cast aluminum street name sign bracket for 2” square post and extruded blade signs. Part#97SQX - municipalsigns.com (or approved equal)

F: 410.347.8619

B - Product Reference

C - Product Reference

A A2.XX

Front Elevation - STR.1 (Street ID Sign) Scale: 3/4” = 1’-0”

Side Elevation - STR.1 Scale: 3/4” = 1’-0”

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

8' 0"

T: 410.347.8500

D - 90˚ CROSS SEPARATOR (FOR SECOND STREET SIGN) Cast aluminum sign bracket for extruded blade signs w/ perpindicular top to bottom cross connection. Part#9-90X - municipalsigns.com (or approved equal)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.12

as of 10/23/2017

Lot F & G (MLK & Proctor) 245

SECTION NAME

Vehicular Directional

306 Parking Lot ID

SECTION 4 - Sign Elevations

308 Parking Lot ID

307 Parking Lot ID

SHEET NAME Lot F

BNR.1 Banner

Lot G

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S 813-815 Reserved Parking

614

Banners will be the same size, material thickness, edge finish, grommet process, and printing method as the double banners on East Loop Road - 24 in wide x 72 inches high.

Building ID

807-812 Reserved Parking

Lots F & G (MLK & Proctor)

515 Pedestrian Directional

617

Pedestrian Map Kiosk

Proposed banners (24 in x 72 in)

645

Building ID

405

712

Building ID

FINAL ARTWORK TO BE PROVIDED BY DESIGNER

New signage

Architectural Lettering

Signage to be removed

515 Pedestrian Directional

Provide two banners per light pole with the exception of MLK Center (which would only get one banner per pole).

New Banners = 34 (16 doubles, 2 singles) New Hardware = 18

These double banners in three main parking lots (shown in green) Student Center = 7 doubles (14 total banners) Proctor & MLK = 16 doubles + 2 singles (34 total banners) McKeldin = 14 doubles (28 total banners) ____________________________ Total = 36 total doubles + 2 total singles (76 total banners)

as of 10/23/2017

Lot H (McKeldin)

310 Parking Lot ID

212

309

Vehicular Directional

Parking Lot ID

213 Vehicular Directional

Lot H

816-817 Reserved Parking

Lot H (McKeldin) 517 Pedestrian Directional

655

621

406

Building ID

Pedestrian Map Kiosk

723 Building ID

Proposed banners (24 in x 72 in) New signage Signage to be removed

Architectural Lettering

New Banners = 28 (14 doubles)

T: 410.347.8500

F: 410.347.8619

Hardware: BannerSaver: https://www.bannersaver.com/ BannerSaver Brackets = 76 total Include 34 total stainless steel bands for heavy banding installation Cable Ties must be weather resistant grade for Ultraviolet (UV) light 2 per banner = 152 total Installation: Installation includes price of travel to the site installation, and removal/disposal of existing hardware (with the exception of flower hangers)

as of 10/23/2017

627

409

Building ID

Pedestrian Map Kiosk

626 236

520

232

316

Vehicular Directional

Parking Lot ID

Vehicular Directional

Pedestrian Directional

1040 HU L L STREET

315 Parking Lot ID

233 Vehicular Directional

Lot N

Lot M

230

Lot M & N (Student Center)

Vehicular Directional

519 Pedestrian Directional

Proposed banners (24 in x 72 in)

518

New signage

Pedestrian Directional

Signage to be removed 229 Vehicular Directional

AY E RS SAINT GROSS

Building ID

New Banners = 14 (7 doubles)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

New Hardware = 7

ÂŠ 2017

Lot M & N (Student Center)

B A LTIMORE, MD 21230

New Hardware = 14

10.26.2017

4.13 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

MAP.1 Pedestrian Map Kiosk (Single-Sided) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Plan Elevation - MAP.1 Scale: 3/4” = 1’-0” 2'-6"

F: 410.347.8619 T: 410.347.8500 B A LTIMORE, MD 21230

5'-0"

Front Elevation - MAP.1 (Pedestrian Map Kiosk) Scale: 3/4” = 1’-0”

1040 HU L L STREET AY E RS SAINT GROSS

1'-1/2"

1/2" TYP.

1'-2"

1'-1/2"

7'-0"

4'-2"

MAP

Side Elevation - MAP.1 Scale: 3/4” = 1’-0”

Back Elevation - MAP.1 (Pedestrian Map Kiosk) Scale: 3/4” = 1’-0”

A - MAP PANEL Material: 1/8” thk aluminum, routed to accept map window and push through symbol and copy Illumination: Yes, internal LED Background Process: Surface painted - all areas P1 Edges: Routed, finished smooth and painted to match face Symbol / Copy Process: Push-through white acrylic Typeface: T2 Map Process: Applied full color digital print to white acrylic diffuser, allow for secured access to change map as needed Mounting Method: Screws to sign frame with concealed tamper-resistant fasteners, provide neoprene gaskets as required to prevent vibration and water penetration B - ACCENT WRAP Material: 1/8” thk aluminum Background Process: Surface painted - custom pattern as shown - P3, P4, P5, and P6 Edges: Routed, finished smooth and painted to match face Mounting Method: Welds to sign frame C - SIGN BASE Material: 1/8” thk aluminum Background Process: Surface painted - all areas P2 Logo Process: Laser engraved 1/16” deep and paint filled - P3 and P7 Edges: Routed, finished smooth and painted to match face Mounting Method: Screws to sign frame with concealed tamper-resistant fasteners, provide neoprene gaskets as required to prevent vibration and water penetration D - ABOVE GRADE FOOTER Material: Poured in place concrete base, match outer dimensions of sign cabinet Corners: Chamfered and finished smooth Color: Stained to match architect’s sample Mounting Method: Re-bar ties to below grade concrete footer Concrete Footer: Size as required by Structural Engineer, provide internal re-bar support and threaded anchor bolts for sign cabinet attachment PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.14 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

MAP.2 Pedestrian Map Kiosk (Double-Sided) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Plan Elevation - MAP.2 Scale: 3/4” = 1’-0” 4"

1'-10"

Front Elevation - MAP.2 (Pedestrian Map Kiosk) Scale: 3/4” = 1’-0”

1040 HU L L STREET AY E RS SAINT GROSS

1'-1/2"

1/2" TYP.

1'-2"

1'-1/2"

7'-0"

B A LTIMORE, MD 21230

5'-0"

F: 410.347.8619

MAP

2'-10"

4'-2"

MAP

T: 410.347.8500

2'-6"

Side Elevation - MAP.2 Scale: 3/4” = 1’-0”

Back Elevation - MAP.2 (Pedestrian Map Kiosk) Scale: 3/4” = 1’-0”

A - MAP PANELS (2) Material: 1/8” thk aluminum, routed to accept map window and push through symbol and copy Illumination: Yes, internal LED Background Process: Surface painted - all areas P1 Edges: Routed, finished smooth and painted to match face Symbol / Copy Process: Push-through white acrylic Typeface: T2 Map Process: Applied full color digital print to white acrylic diffuser, allow for secured access to change map as needed Mounting Method: Screws to sign frame with concealed tamper-resistant fasteners, provide neoprene gaskets as required to prevent vibration and water penetration B - ACCENT WRAP Material: 1/8” thk aluminum Background Process: Surface painted - custom pattern as shown - P3, P4, P5, and P6 Edges: Routed, finished smooth and painted to match face Mounting Method: Welds to sign frame C - SIGN BASE Material: 1/8” thk aluminum Background Process: Surface painted - all areas P2 Logo Process: Laser engraved 1/16” deep and paint filled - P3 and P7 Edges: Routed, finished smooth and painted to match face Mounting Method: Screws to sign frame with concealed tamper-resistant fasteners, provide neoprene gaskets as required to prevent vibration and water penetration D - ABOVE GRADE FOOTER Material: Poured in place concrete base, match outer dimensions of sign cabinet Corners: Chamfered and finished smooth Color: Stained to match architect’s sample Mounting Method: Re-bar ties to below grade concrete footer Concrete Footer: Size as required by Structural Engineer, provide internal re-bar support and threaded anchor bolts for sign cabinet attachment PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

2'-3 1/2" 2'-0"

4.15

1/2" TYP. SECTION NAME

Proctor Building Admin Bldg Library Science Center Student Center Phys Ed Complex Athletic Fields Public Safety

SHEET NAME

MARC Station

PDR.1 Pedestrian Directional G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

MLK Center Center for Bus. & Grad. Studies Computer Sci Bldg Robinson Hall

3'-7"

4'-3"

SECTION 4 - Sign Elevations

A - MESSAGE PANEL Material: Fabricated 3” deep aluminum panel with 1/8” thk message faces Background Process: Surface painted - custom pattern as shown - P1, P3, P4, P5, P6 Edges: Routed, finished smooth and painted to match face Copy / Arrow Process: Applied matte vinyl - V2 Typeface: T2 Mounting Method: Welds to Post with 1/2” reveal as shown, provide neoprene gaskets as required to prevent vibration and water penetration

T: 410.347.8500 AY E RS SAINT GROSS

Front Elevation - PDR.1 (Pedestrian Directional) Scale: 3/4” = 1’-0”

Side Elevation - PDR.1 Scale: 3/4” = 1’-0”

Back Elevation - PDR.1 (Pedestrian Directional) Scale: 3/4” = 1’-0”

Reference Sections 5, 6, and 8 for Graphic Layouts, Sign Details, and Sign Messages

B A LTIMORE, MD 21230

1040 HU L L STREET

7'-6"

F: 410.347.8619

11'-9"

B - POST Material: 1/8” thk aluminum, top is capped Background Process: Surface painted - P1 Edges: Routed, finished smooth and painted to match face Mounting Method: Direct burial to concrete footer

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.16 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

ADA.1 ADA Trailblazer G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - MESSAGE PANEL Material: 1/4” thk aluminum, routed to fit inside post Background Process: Surface painted - custom pattern as shown - P1, P3 Edges: Routed, finished smooth and painted to match face Copy / Arrow / Symbol / Rule Line Process: Applied matte vinyl - V2 Typeface: T2 Mounting Method: Slides into post from top, provide neoprene gaskets as required to prevent vibration and water penetration

F: 410.347.8619

1'-2"

Administration Bldg

B A LTIMORE, MD 21230

1'-3"

Administration Bldg

Accessible Route

1040 HU L L STREET

Front Elevation - ADA.1 (ADA Trailblazer) Scale: 3/4” = 1’-0”

Side Elevation - ADA.1 Scale: 3/4” = 1’-0”

Back Elevation - ADA.1 (ADA Trailblazer) Scale: 3/4” = 1’-0”

AY E RS SAINT GROSS

3'-0"

4'-6"

1'-6"

Accessible Route

T: 410.347.8500

1'-0"

Reference Sections 5, 6, and 8 for Graphic Layouts, Sign Details, and Sign Messages

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.17 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

BLD.1 Building ID (Primary) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Plan Elevation - BLD.1 Scale: 3/4” = 1’-0” 2’-6"

Front Elevation - BLD.1 (Building Identification) Scale: 3/4” = 1’-0”

T: 410.347.8500 AY E RS SAINT GROSS

1’-1/2"

1/2" TYP.

1’-4"

1’-1/2"

6’-0"

BOWIE BIC

B A LTIMORE, MD 21230

1040 HU L L STREET

BOWIE BIC

Center for Business and Graduate Studies 3’-10"

3’-0"

Center for Business and Graduate Studies

F: 410.347.8619

Side Elevation - BLD.1 Scale: 3/4” = 1’-0”

Back Elevation - BLD.1 (Building Identification) Scale: 3/4” = 1’-0”

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.18 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

BLD.2 Building ID (Secondary) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - MESSAGE PANELS (2) Material: 1/8” thk aluminum Background Process: Surface painted - all areas P1 Edges: Routed, finished smooth and painted to match face Arrow / Symbol / Rule Line / Copy Process: Applied reflective vinyl - V1 Typeface: T2 Mounting Method: Screws to sign frame with concealed tamper-resistant fasteners, provide neoprene gaskets as required to prevent vibration and water penetration B - ACCENT WRAP Material: 1/8” thk aluminum Background Process: Surface painted - custom pattern as shown - P3, P4, P5, and P6 Edges: Routed, finished smooth and painted to match face Mounting Method: Welds to sign frame

Front Elevation - BLD.2 (Secondary Building ID) Scale: 3/4” = 1’-0”

F: 410.347.8619 T: 410.347.8500 AY E RS SAINT GROSS

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

10 1/2"

1/4" TYP.

10"

4'-0"

WELLNESS CENTER

B A LTIMORE, MD 21230

WELLNESS CENTER

1040 HU L L STREET

Christa McAuliffe Residential Community

2'-2 1/4"

Christa McAuliffe Residential Community

1'-8 3/4"

2'-0"

Side Elevation - BLD.2 Scale: 3/4” = 1’-0”

Back Elevation - BLD.2 (Secondary Building ID) Scale: 3/4” = 1’-0”

Plan Elevation - BLD.2 Scale: 3/4” = 1’-0”

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.19 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

BLD.3 Building ID (Wall-Mounted) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

B - BACK PLATE Material: 1/4” thk aluminum, routed as shown Background Process: Surface painted- P3 Edges: Routed, finished smooth and painted to match face Mounting Method: Stud mounts to wall surface, provide 1/2” spacers as shown Reference Sections 5, 6, and 8 for Graphic Layouts, Sign Details, and Sign Messages F: 410.347.8619

Theodore McKeldin Gymnasium

T: 410.347.8500

2'-0"

B A LTIMORE, MD 21230

2'-8 3/8"

PUBLIC SAFETY PARKING PERMITS

AY E RS SAINT GROSS

7 3/8"

1040 HU L L STREET

Front Elevation - BLD.3 (Wall-Mount Building ID) Scale: 3/16” = 1”

Side Elevation - BLD.3 Scale: 3/4” = 1’-0”

A - MESSAGE PANEL Material: 1/4” thk aluminum, routed as shown Background Process: Surface painted - custom pattern as shown - P1, P3 Edges: Routed, finished smooth and painted to match face Copy Process: Applied reflective vinyl - V1 Typeface: T2 Mounting Method: VHB tape to Back Plate

Plan Elevation - BLD.3 Scale: 3/16” = 1”

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.20 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

LTR.9 and LTR.12 Architectural Lettering (9” and 12” Tall)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Front Elevation - LTR.9 (Architectural Letters - 9” Tall) Scale: 1/2” = 1’-0”

T: 410.347.8500 B A LTIMORE, MD 21230 1040 HU L L STREET

Front Elevation - LTR.12 (Architectural Letters - 12” Tall) Scale: 1/2” = 1’-0”

AY E RS SAINT GROSS

Charlotte B. Robinson Hall

1'-8"

1'-0"

F: 410.347.8619

Theodore McKeldin Gymnasium

A - 9” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: Custom Illumination: No Face: 0.090” thk aluminum - horizontal brush finish Returns: 0.063” thk aluminum - 1 1/2” deep - sandblasted matte finish Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts flush to wall surface Wall Surface: Varies B - 12” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: No Face: 0.090” thk aluminum - horizontal brush finish Returns: 0.063” thk aluminum - 2” deep - sandblasted matte finish Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts flush to wall surface Wall Surface: Varies All letters shall be stud mounted flush to wall surface, provide black nylon spacers as required to maintain level and even alignment of all letter faces across entire line length. Wall surfaces vary and include brick, metal cladding, and slate. All building penetrations shall be sealed and water-proof Reference Section 9 for Location-specific Photo-renderings Reference Section 1 for Restoration and Repair Specifications

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.21

2'-4"

1'-6"

SECTION NAME

SHEET NAME

LTR.18 and LTR.24 Architectural Lettering (18” and 24” Tall) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - 18” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: No Face: 0.090” thk aluminum - horizontal brush finish Returns: 0.063” thk aluminum - 2 1/2” deep - sandblasted matte finish Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts flush to wall surface Wall Surface: Varies

Front Elevation - LTR.18 (Architectural Letters - 18” Tall) Scale: 1/2” = 1’-0”

Front Elevation - LTR.24 (Architectural Letters - 24” Tall) Scale: 1/4” = 1’-0”

1040 HU L L STREET

AY E RS SAINT GROSS

2'-0"

Computer Science Building

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Charlotte B. Robinson Hall

SECTION 4 - Sign Elevations

B - 24” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: No Face: 0.090” thk aluminum - horizontal brush finish Returns: 0.063” thk aluminum - 2 1/2” deep - sandblasted matte finish Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts flush to wall surface Wall Surface: Varies All letters shall be stud mounted flush to wall surface, provide black nylon spacers as required to maintain level and even alignment of all letter faces across entire line length. Wall surfaces vary and include brick, metal cladding, and slate. All building penetrations shall be sealed and water-proof Reference Section 9 for Location-specific Photo-renderings Reference Section 1 for Restoration and Repair Specifications

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.22 SECTION NAME

SECTION 4 - Sign Elevations

1'-8"

1'-0"

SHEET NAME

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - 12” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: No Face: 0.090” thk aluminum Returns: 0.063” thk aluminum - 2” deep Background Process: Surface painted P1 - all areas Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts flush to wall surface Wall Surface: Varies

Front Elevation - LTR.12A (Architectural Letters - 12” Tall) Scale: 1/2” = 1’-0”

T: 410.347.8500 B A LTIMORE, MD 21230 1040 HU L L STREET

Front Elevation - LTR.18A (Architectural Letters - 18” Tall) Scale: 1/2” = 1’-0”

AY E RS SAINT GROSS

William E. Henry Administration Building

2'-4"

1'-6"

F: 410.347.8619

Martin Luther King Jr., Communication Arts Center

LTR.12A and LTR.18A Architectural Lettering (12” and 18” Tall)

B - 18” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: No Face: 0.090” thk aluminum Returns: 0.063” thk aluminum - 2 1/2” deep Background Process: Surface painted P1 - all areas Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts flush to wall surface Wall Surface: Varies All letters shall be stud mounted flush to wall surface, provide black nylon spacers as required to maintain level and even alignment of all letter faces across entire line length. Wall surfaces vary and include brick, metal cladding, and slate. All building penetrations shall be sealed and water-proof Reference Section 9 for Location-specific Photo-renderings Reference Section 1 for Restoration and Repair Specifications

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.23 SECTION NAME

SECTION 4 - Sign Elevations

A - 18” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: Yes, Back-lite halo effect Face: 0.090” thk aluminum - horizontal brush finish Returns: 0.063” thk aluminum - 2 1/2” deep - sandblasted matte finish Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts to wall surface with 1” spacer, creates area for halo-lighting Wall Surface: Varies

Front Elevation - LTR.24I (Architectural Letters - 24” Tall) Scale: 3/8” = 1’-0”

T: 410.347.8500 B A LTIMORE, MD 21230

Fine & Performing Arts Center

F: 410.347.8619

Front Elevation - LTR.18I (Architectural Letters - 18” Tall) Scale: 3/8” = 1’-0”

1040 HU L L STREET

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

AY E RS SAINT GROSS

3'-0"

2'-0"

LTR.18I and 24I Architectural Lettering (30” Tall)

2'-4"

1'-6"

William E. Henry Physical Education Complex

SHEET NAME

B - 24” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: Yes, Back-lite halo effect Face: 0.090” thk aluminum Returns: 0.063” thk aluminum - 2 1/2” deep Background Process: Surface painted P1 - all areas Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts to wall surface with 1 1/2” spacer, creates area for halo-lighting Wall Surface: Varies All letters shall be stud mounted flush to wall surface, provide black nylon spacers as required to maintain level and even alignment of all letter faces across entire line length. Wall surfaces vary and include brick, metal cladding, and slate. All building penetrations shall be sealed and water-proof Reference Section 9 for Location-specific Photo-renderings Reference Section 1 for Restoration and Repair Specifications

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

4.24 SECTION NAME

SECTION 4 - Sign Elevations SHEET NAME

LTR.30 Architectural Lettering (30” Tall) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

All building penetrations shall be sealed and water-proof Reference Section 9 for Location-specific Photo-renderings Reference Section 1 for Restoration and Repair Specifications

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Wall surfaces vary and include brick, metal cladding, and slate.

1040 HU L L STREET

Front Elevation - LTR.30I (Architectural Letters - 30” Tall) Scale: 3/8” = 1’-0”

All letters shall be stud mounted flush to wall surface, provide black nylon spacers as required to maintain level and even alignment of all letter faces across entire line length.

AY E RS SAINT GROSS

Fine & Performing Arts Center

3'-10"

2'-6"

B - 30” TALL LETTERS Fabricated aluminum dimensional letter - Typeface: T3 Illumination: Yes, Back-lite halo effect Face: 0.090” thk aluminum Returns: 0.063” thk aluminum - 2 3/4” deep Background Process: Surface painted P1 - all areas Back: 0.090” thk aluminum - full profile of letter with no visible gaps Mounting: Mounts to wall surface with 1 3/4” spacer, creates area for halo-lighting Wall Surface: Varies

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SECTION 5 Graphic Layouts VDR.1 Vehicular Directional (Large) 5.01-5.02 VDR.2

Vehicular Directional (Medium)

5.03-5.04

VDR.3 Vehicular Directional (Small) 5.05-5.06 PRK.1 Parking Lot ID 5.07-5.09 PRK.2 Parking Spot ID 5.10-5.12 MAP.1

Pedestrian Map Kiosk (Single-Sided)

5.13

PDR.1 Pedestrian Directional 5.14 ADA.1 ADA Trailblazer 5.15-5.16 BLD.1 Building ID (Primary) 5.17-5.19 BLD.2 Building ID (Secondary) 5.20-5.21 BLD.3 Building ID (Wall-Mounted) 5.22-5.23

5.01

4' 9" 6.50"

5.00"

6.50"

Visitor Parking Robinson Hall

3" 3.75"

6.00" 9.00"

VISITOR PARKING PERMITS PUBLIC SAFETY

SECTION 5 - Graphic Layouts

SHEET NAME

VDR.1 Vehicular Directional (Large)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - ARROW Vector Artwork - See Graphic Standards 3 1/2” High (Circle Indicates Arrow Height)

Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries

B - SIGN COPY (PRIMARY) Typeface T2 3” Cap Height Upper / Lower Case + 10 Tracking C - SIGN COPY (SECONDARY) Typeface T2 1 1/2” Cap Height Upper Case + 25 Tracking

E 2' 9.35"

2' 9.35"

Copy Detail - VDR.1 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.1 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

AY E RS SAINT GROSS

1' 2"

3.5"

Copy Detail - VDR.1 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

F: 410.347.8619

Copy Detail - VDR.1 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

T: 410.347.8500

Copy Detail - VDR.1 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

D - PARKING SYMBOL Vector Artwork - See Graphic Standards 3 1/2” High E- VDR.1 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown F- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown

B A LTIMORE, MD 21230

Copy Detail - VDR.1 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

1040 HU L L STREET

SECTION NAME

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

9.50"

1.50"

0.375"

10.26.2017

5.02

4' 9" 6.50"

5.00"

Center for Business and Grad Studies

3.75" 4.62"

SECTION 5 - Graphic Layouts SHEET NAME

VDR.1 Vehicular Directional (Large)

BOWIE BIC

8.625"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - ARROW Vector Artwork - See Graphic Standards 3 1/2” High (Circle Indicates Arrow Height) B - SIGN COPY (PRIMARY) Typeface T2 3” Cap Height Upper / Lower Case + 10 Tracking C - SIGN COPY (SECONDARY) Typeface T2 1 1/2” Cap Height Upper Case + 25 Tracking

E 2' 9.35"

2' 9.35"

Copy Detail - VDR.1 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.1 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

AY E RS SAINT GROSS

1' 2"

3.5"

Copy Detail - VDR.1 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

F: 410.347.8619

Copy Detail - VDR.1 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.1 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

F- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown

T: 410.347.8500

E- VDR.1 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As showN

B A LTIMORE, MD 21230

Copy Detail - VDR.1 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

1040 HU L L STREET

6.00"

MLK Center Administration Bldg Library Proctor Building Athletics

6.00"

SECTION NAME

9.50"

1.50"

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.03

3' 6.00" 5.62"

3.66"

SECTION NAME

SECTION 5 - Graphic Layouts

1.25"

Visitor Parking

9.00"

8.5"

0.75"

SHEET NAME

VDR.2 Vehicular Directional (Medium)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

2.5" 3"

Robinson Hall

A - ARROW Vector Artwork - See Graphic Standards 2 3/8” High (Circle Indicates Arrow Height)

VISITOR PARKING PERMITS PUBLIC SAFETY

B - SIGN COPY (PRIMARY) Typeface T2 2 1/2” Cap Height Upper / Lower Case + 10 Tracking C - SIGN COPY (SECONDARY) Typeface T2 1 3/8” Cap Height Upper Case + 25 Tracking

Copy Detail - VDR.2 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.2 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.2 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

1040 HU L L STREET

Copy Detail - VDR.2 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

2.875" 11.125"

AY E RS SAINT GROSS

Copy Detail - VDR.2 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.2 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

E- VDR.2 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As showN F- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

D - PARKING SYMBOL Vector Artwork - See Graphic Standards 4 3/8” High

B A LTIMORE, MD 21230

2' 2.5"

T: 410.347.8500

F: 410.347.8619

10.26.2017

5.04

3' 6.00" 5.62"

3.66"

Administration Bldg Library

9.125"

5.00"

8.5"

1.25"

0.75"

SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME

VDR.2 Vehicular Directional (Medium)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - ARROW Vector Artwork - See Graphic Standards 2 3/8” High (Circle Indicates Arrow Height)

4.00"

Exit to Laurel Bowie Rd

B - SIGN COPY (PRIMARY) Typeface T2 2 1/2” Cap Height Upper / Lower Case + 10 Tracking E- VDR.2 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As showN

Copy Detail - VDR.2 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.2 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.2 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

1040 HU L L STREET

Copy Detail - VDR.2 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

2.875" 11.125"

AY E RS SAINT GROSS

Copy Detail - VDR.2 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - VDR.2 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

B A LTIMORE, MD 21230

2' 2.5"

T: 410.347.8500

F: 410.347.8619

F- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown

10.26.2017

5.05

2' 6.00" 4.75"

SECTION NAME

SECTION 5 - Graphic Layouts

0.625"

1.063"

Visitor Parking

3.50"

7.126"

SHEET NAME

VDR.3 Vehicular Directional (Small) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - ARROW Vector Artwork - See Graphic Standards 2 3/8” High (Circle Indicates Arrow Height)

B - SIGN COPY (PRIMARY) Typeface T2 2 1/8” Cap Height Upper / Lower Case + 10 Tracking

Copy Detail - VDR.3 - Color Banding (Right Side) Scale: 1” = 1’-0”

2.25"

9.0"

F: 410.347.8619 T: 410.347.8500 AY E RS SAINT GROSS

Copy Detail - VDR.3 - Brand Footer (Left Side) Scale: 1” = 1’-0”

Copy Detail - VDR.3 - Brand Footer (Right Side) Scale: 1” = 1’-0”

F- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown

B A LTIMORE, MD 21230

E- VDR.3 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As showN

1040 HU L L STREET

Copy Detail - VDR.3 - Color Banding (Left Side) Scale: 1” = 1’-0”

Copy Detail - VDR.3 - Copy Panel (Right Side) Scale: 1” = 1’-0”

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

1' 10.5"

Copy Detail - VDR.3 - Copy Panel (Left Side) Scale: 1” = 1’-0”

1' 10.5"

D - PARKING SYMBOL Vector Artwork - See Graphic Standards 3 3/4” High

10.26.2017

5.06

2' 6.00" 4.75"

SECTION NAME

SECTION 5 - Graphic Layouts

1.063"

5.00"

7.126"

SHEET NAME

VDR.3 Vehicular Directional (Small)

FPAC Busses

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Band Drop-off

A - ARROW Vector Artwork - See Graphic Standards 2 3/8” High (Circle Indicates Arrow Height)

B - SIGN COPY (PRIMARY) Typeface T2 2 1/8” Cap Height Upper / Lower Case + 10 Tracking

Copy Detail - VDR.3 - Color Banding (Right Side) Scale: 1” = 1’-0”

2.25"

9.0"

F: 410.347.8619 T: 410.347.8500 AY E RS SAINT GROSS

Copy Detail - VDR.3 - Brand Footer (Left Side) Scale: 1” = 1’-0”

Copy Detail - VDR.3 - Brand Footer (Right Side) Scale: 1” = 1’-0”

F- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown

B A LTIMORE, MD 21230

E- VDR.3 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As showN

1040 HU L L STREET

Copy Detail - VDR.3 - Color Banding (Left Side) Scale: 1” = 1’-0”

Copy Detail - VDR.3 - Copy Panel (Right Side) Scale: 1” = 1’-0”

1' 10.5"

Copy Detail - VDR.3 - Copy Panel (Left Side) Scale: 1” = 1’-0”

1' 10.5"

D - PARKING SYMBOL Vector Artwork - See Graphic Standards 3 3/4” High

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

2' 2.375"

3.75"

FACULTY / STAFF

LOT A

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Center for Business and Grad Studies

A - PARKING SYMBOL Vector Artwork - See Graphic Standards 6” High

B - SIGN COPY (PRIMARY) Typeface T1 5 1/8” Cap Height Upper Case + 10 Tracking

BOWIE BIC

6.50"

PRK.1 Parking Lot ID

COMMUTERS

C - SIGN COPY (SECONDARY) Typeface T2 2 1/2” Cap Height Upper / Lower Case + 10 Tracking

FACULTY / STAFF

Copy Detail - PRK.1 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

3.40"

10"

2.5"

10"

Copy Detail - PRK.1 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

Copy Detail - PRK.1 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - PRK.1 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

B A LTIMORE, MD 21230 1040 HU L L STREET

AY E RS SAINT GROSS

Copy Detail - PRK.1 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

D - SIGN COPY (TERTIARY) Typeface T2 1 1/2” Cap Height Upper Case + 25 Tracking E- PRK.1 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown F- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown G - DIVIDING RULE 3/16” High - Typ. H - ACCESSIBLE SYMBOL Vector Artwork - See Graphic Standards 4 1/4” High

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

2' 2.25"

T: 410.347.8500

Copy Detail - PRK.1 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

3.38"

COMMUTERS

2.125"

6.50"

SHEET NAME

F: 410.347.8619

8.125" 7.5" 3.50" 4.00" 4.00"

BOWIE BIC

3.25"

3.38"

3.25"

3.50" 4.00" 4.00"

Center for Business and Grad Studies

SECTION 5 - Graphic Layouts

6.00"

7.5"

8.125"

LOT A

6.00"

2.125"

SECTION NAME

11.00"

5.07

2' 2.375"

3.75"

10.26.2017

2' 2.375"

3.75"

FACULTY / STAFF

D H

LOT F

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

MLK Center Admin Bldg Library

A - PARKING SYMBOL Vector Artwork - See Graphic Standards 6” High

B - SIGN COPY (PRIMARY) Typeface T1 5 1/8” Cap Height Upper Case + 10 Tracking

10.875"

PRK.1 Parking Lot ID

C - SIGN COPY (SECONDARY) Typeface T2 2 1/2” Cap Height Upper / Lower Case + 10 Tracking

FACULTY / STAFF

Copy Detail - PRK.1 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

3.40"

10"

2.5"

10"

Copy Detail - PRK.1 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

Copy Detail - PRK.1 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - PRK.1 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

B A LTIMORE, MD 21230 1040 HU L L STREET

AY E RS SAINT GROSS

Copy Detail - PRK.1 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

2' 2.25"

T: 410.347.8500

Copy Detail - PRK.1 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

2.125"

3.25"

10.875"

SHEET NAME

F: 410.347.8619

8.125" 7.5" 5.25"

5.25"

3.25"

5.25"

MLK Center Admin Bldg Library

SECTION 5 - Graphic Layouts

6.00"

7.5"

8.125"

LOT F

6.00"

2.125"

SECTION NAME

11.00"

5.08

2' 2.375"

3.75"

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

2' 2.375"

3.75"

8.125" 7.5"

PUBLIC SAFETY

G 3.125"

COMMUTERS RESIDENTS FACULTY / STAFF

6.00"

PRK.1 Parking Lot ID G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Phys Ed Complex McKeldin Gym

A - PARKING SYMBOL Vector Artwork - See Graphic Standards 6” High

B - SIGN COPY (PRIMARY) Typeface T1 5 1/8” Cap Height Upper Case + 10 Tracking

PUBLIC SAFETY PARKING PERMITS

COMMUTERS

C - SIGN COPY (SECONDARY) Typeface T2 2 1/2” Cap Height Upper / Lower Case + 10 Tracking

FACULTY / STAFF

Copy Detail - PRK.1 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

3.40"

10"

2.5"

10"

Copy Detail - PRK.1 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

Copy Detail - PRK.1 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - PRK.1 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

B A LTIMORE, MD 21230 1040 HU L L STREET

AY E RS SAINT GROSS

Copy Detail - PRK.1 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

2' 2.25"

T: 410.347.8500

Copy Detail - PRK.1 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

LOT H

RESIDENTS

2.125"

PARKING PERMITS

SHEET NAME

F: 410.347.8619

3.37" 3" 3.12"3.12" 5.25"

Phys Ed Complex McKeldin Gym

SECTION 5 - Graphic Layouts

6.00"

7.5"

8.125"

LOT H

2.125"

3.125"

SECTION NAME

11.00"

5.09

2' 2.375"

3.75"

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.10 SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME 12.00"

PRK.2 Parking Space ID

12.00"

0.875"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

E- PRK.2 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown

F: 410.347.8619

Copy Detail - PRK.2 - Color Banding (Right Side) Scale: 3” = 1’-0”

1040 HU L L STREET

Copy Detail - PRK.2 - Color Banding (Left Side) Scale: 3” = 1’-0”

AY E RS SAINT GROSS

10"

B A LTIMORE, MD 21230

T: 410.347.8500

Director Maryland Center

RESERVED 2.875"

Director Maryland Center

2.00"

2.875"

RESERVED 2.00"

C - SIGN COPY (SECONDARY) Typeface T2 1” Cap Height Upper / Lower Case + 10 Tracking

5.50"

B - SIGN COPY (PRIMARY) Typeface T1 1” Cap Height Upper Case + 25 Tracking

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.11 SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME 12.00"

PRK.2 Parking Space ID

12.00"

0.875"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

E- PRK.2 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown

24 HOURS

Copy Detail - PRK.2 - Color Banding (Right Side) Scale: 3” = 1’-0”

1040 HU L L STREET

AY E RS SAINT GROSS

Copy Detail - PRK.2 - Color Banding (Left Side) Scale: 3” = 1’-0”

10"

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

24 HOURS

RESERVED 2.875"

C - SIGN COPY (SECONDARY) Typeface T2 1” Cap Height Upper / Lower Case + 10 Tracking

5.50"

B - SIGN COPY (PRIMARY) Typeface T1 1” Cap Height Upper Case + 25 Tracking

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.12 SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME 12.00"

PRK.2 Parking Space ID

12.00"

0.875"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

E- PRK.2 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown

President

Copy Detail - PRK.2 - Color Banding (Right Side) Scale: 3” = 1’-0”

1040 HU L L STREET

AY E RS SAINT GROSS

Copy Detail - PRK.2 - Color Banding (Left Side) Scale: 3” = 1’-0”

10"

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

President

RESERVED 2.875"

C - SIGN COPY (SECONDARY) Typeface T2 1” Cap Height Upper / Lower Case + 10 Tracking

5.50"

B - SIGN COPY (PRIMARY) Typeface T1 1” Cap Height Upper Case + 25 Tracking

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.13 SECTION NAME 2.75"

EQ.

MAP

A B

EQ.

8.25"

SECTION 5 - Graphic Layouts SHEET NAME

MAP

EQ.

2.75"

MAP.1 AND MAP.2 Pedestrian Map Kiosk (Single / Double Sided)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

A - INFORMATION SYMBOL Vector Artwork - See Graphic Standards 6” High B - SIGN COPY (PRIMARY) Typeface T1 5 1/8” Cap Height Upper Case + 10 Tracking C- MAP.1/2 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown

2.875"

Copy Detail - MAP.1/2 - Brand Footer (Left Side) Scale: 3/4” = 1’-0”

Copy Detail - MAP.1/2 - Brand Footer (Right Side) Scale: 3/4” = 1’-0”

T: 410.347.8500 B A LTIMORE, MD 21230 1040 HU L L STREET

Copy Detail - MAP.1/2 - Color Banding (Right Side) Scale: 3/4” = 1’-0”

AY E RS SAINT GROSS

Copy Detail - MAP.1/2 - Color Banding (Left Side) Scale: 3/4” = 1’-0”

1' 10.375"

Copy Detail - MAP.1/2 - Copy Panel (Right Side) Scale: 3/4” = 1’-0”

1' 10.375"

Copy Detail - MAP.1/2 - Copy Panel (Left Side) Scale: 3/4” = 1’-0”

F: 410.347.8619

D- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.14 SECTION NAME

SECTION 5 - Graphic Layouts 24.00"

SHEET NAME

24.00"

PDR.1 Pedestrian Directional 3.00"

3.00"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

3.00"

6.75"

MARC Station

1040 HU L L STREET

Copy Detail - PDR.1 (Right Side) Scale: 1 1/2” = 1’-0”

AY E RS SAINT GROSS

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

3.00" 3.00" 2.25"

C- PDR.1 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As showN

MLK Center Center for Bus. & Grad. Studies Computer Sci Bldg Robinson Hall

Copy Detail - PDR.1 (Left Side) Scale: 1 1/2” = 1’-0”

B - SIGN COPY (PRIMARY) Typeface T2 1 1/2” Cap Height Upper / Lower Case + 10 Tracking

5.00"

3.00"

Proctor Building Admin Bldg Library Science Center Student Center Phys Ed Complex Athletic Fields Public Safety

3.00"

Typ.

3.00"

6.75"

A - ARROW Vector Artwork - See Graphic Standards 1 3/4” High (Circle Indicates Arrow Height)

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.15 SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME

12.00"

ADA.1 ADA Trailblazer 1.5"

9.00"

4.00"

Accessible Route

B - SIGN COPY (PRIMARY) Typeface T1 3/4” Cap Height Upper Case + 25 Tracking

B E

C - ARROW Vector Artwork - See Graphic Standards 1” High (Circle Indicates Arrow Height)

F: 410.347.8619

Admin Building

Copy Detail - ADA.1 (Right Side) Scale: 3” = 1’-0”

B A LTIMORE, MD 21230

Copy Detail - ADA.1 (Left Side) Scale: 3” = 1’-0”

1040 HU L L STREET

E - DIVIDING RULE 1/8” High - Typ.

T: 410.347.8500

AY E RS SAINT GROSS

Robinson Hall

D - ADA.1 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

1.5" 1.125"

A - ACCESSIBLE SYMBOL Vector Artwork - See Graphic Standards 3” High

1.75" 2" 1.875"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

10.26.2017

5.16 SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME

12.00"

ADA.1 ADA Trailblazer 1.5"

9.00"

4.00"

Accessible Route

B - SIGN COPY (PRIMARY) Typeface T1 3/4” Cap Height Upper Case + 25 Tracking

B E

C - ARROW Vector Artwork - See Graphic Standards 1” High (Circle Indicates Arrow Height)

F: 410.347.8619

Copy Detail - ADA.1 (Right Side) Scale: 3” = 1’-0”

B A LTIMORE, MD 21230

Copy Detail - ADA.1 (Left Side) Scale: 3” = 1’-0”

1040 HU L L STREET

E - DIVIDING RULE 1/8” High - Typ.

T: 410.347.8500

AY E RS SAINT GROSS

Administration Bldg

D - ADA.1 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown

1.5" 1.125"

A - ACCESSIBLE SYMBOL Vector Artwork - See Graphic Standards 3” High

1.75" 2" 1.25"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

3.875"

1' 10"

5.17

1' 10"

SHEET NAME

BLD.1 Building ID (Primary) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Copy Detail - BLD.1 - Color Banding (Right Side) Scale: 1” = 1’-0”

9.0"

Copy Detail - BLD.1 - Brand Footer (Left Side) Scale: 1” = 1’-0”

Copy Detail - BLD.1 - Brand Footer (Right Side) Scale: 1” = 1’-0”

F: 410.347.8619

C - SIGN COPY (TERTIARY) Typeface T2 1 1/4” Cap Height Upper Case + 25 Tracking

T: 410.347.8500

2.25"

9.0" 2.25"

Copy Detail - BLD.1 - Copy Panel (Right Side) Scale: 1” = 1’-0”

B - SIGN COPY (SECONDARY) Typeface T2 2 1/4” Cap Height Upper Case + 25 Tracking

B A LTIMORE, MD 21230

1.82" 2.92"

1040 HU L L STREET

Copy Detail - BLD.1 - Color Banding (Left Side) Scale: 1” = 1’-0”

1' 10.5"

BOWIE BIC

A - SIGN COPY (PRIMARY) Typeface T2 2” Cap Height Upper / Lower Case + 10 Tracking

AY E RS SAINT GROSS

Copy Detail - BLD.1 - Copy Panel (Left Side) Scale: 1” = 1’-0”

1' 10.5"

1.625"

1.82" 2.92" 1.625"

SECTION 5 - Graphic Layouts

Center for Business and Graduate Studies

BOWIE BIC

SECTION NAME

Center for Business and Graduate Studies

3.25" 3.25"

7.375"

1' 10"

3.25" 3.25"

1' 10"

7.375"

3.875"

D- BLD.1 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown E- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown F - DIVIDING RULE 3/16” High - Typ. G - ACCESSIBLE SYMBOL Vector Artwork - See Graphic Standards 3 1/2” High

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

3.875"

1' 8"

Charlotte Robinson Hall

3.25"

7.375"

1' 10"

3.25"

1' 8"

7.375"

3.875"

5.18

1' 10"

SECTION NAME

SECTION 5 - Graphic Layouts

Charlotte Robinson Hall

SHEET NAME

BLD.1 Building ID (Primary) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Copy Detail - BLD.1 - Color Banding (Right Side) Scale: 1” = 1’-0”

9.0" 2.25"

2.25"

9.0"

Copy Detail - BLD.1 - Brand Footer (Left Side) Scale: 1” = 1’-0”

Copy Detail - BLD.1 - Brand Footer (Right Side) Scale: 1” = 1’-0”

F: 410.347.8619 T: 410.347.8500

Copy Detail - BLD.1 - Copy Panel (Right Side) Scale: 1” = 1’-0”

C - SIGN COPY (TERTIARY) Typeface T2 1 1/4” Cap Height Upper Case + 25 Tracking

B A LTIMORE, MD 21230

2" 2.92"

B - SIGN COPY (SECONDARY) Typeface T2 2 1/4” Cap Height Upper Case + 25 Tracking

1040 HU L L STREET

Copy Detail - BLD.1 - Color Banding (Left Side) Scale: 1” = 1’-0”

AY E RS SAINT GROSS

A - SIGN COPY (PRIMARY) Typeface T2 2” Cap Height Upper / Lower Case + 10 Tracking

Copy Detail - BLD.1 - Copy Panel (Left Side) Scale: 1” = 1’-0”

1' 10.5"

VISITOR PERMITS PUBLIC SAFETY

1' 10.5"

1.625"

B 1.82"

1.82"

VISITOR PERMITS PUBLIC SAFETY

1.625"

2" 2.92"

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

3.875"

1' 8"

Theodore McKeldin Gymnasium

3.25" 3.25"

7.375"

1' 10"

5.19

1' 10"

SHEET NAME

BLD.1 Building ID (Primary) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Copy Detail - BLD.1 - Color Banding (Right Side) Scale: 1” = 1’-0” 3"

9.0"

2.25"

9.0"

Copy Detail - BLD.1 - Brand Footer (Left Side) Scale: 1” = 1’-0”

Copy Detail - BLD.1 - Brand Footer (Right Side) Scale: 1” = 1’-0”

F: 410.347.8619 T: 410.347.8500

B A LTIMORE, MD 21230

2" 2.92" 1.82"

Copy Detail - BLD.1 - Copy Panel (Right Side) Scale: 1” = 1’-0”

C - SIGN COPY (TERTIARY) Typeface T2 1 1/4” Cap Height Upper Case + 25 Tracking

1040 HU L L STREET

Copy Detail - BLD.1 - Color Banding (Left Side) Scale: 1” = 1’-0”

B - SIGN COPY (SECONDARY) Typeface T2 2 1/4” Cap Height Upper Case + 25 Tracking

AY E RS SAINT GROSS

A - SIGN COPY (PRIMARY) Typeface T2 2” Cap Height Upper / Lower Case + 10 Tracking

1' 10.5"

Copy Detail - BLD.1 - Copy Panel (Left Side) Scale: 1” = 1’-0”

1' 10.5"

PUBLIC SAFETY PARKING PERMITS

1.625"

2" 2.92" 1.82" 1.625"

B C

SECTION 5 - Graphic Layouts

Theodore McKeldin Gymnasium

PUBLIC SAFETY PARKING PERMITS

SECTION NAME

3.25" 3.25"

1' 8"

7.375"

3.875"

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

2' 0.00" 2.375"

5.20

2' 0.00" 2.375"

1' 7.125"

SECTION NAME

1' 7.125"

6" 3"

Christa McAuliffe Residential Community

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

WELLNESS CENTER

Copy Detail - BLD.2 - Color Banding (Right Side) Scale: 1” = 1’-0” 3"

2.25"

5.25" 2"

E 9.0"

Copy Detail - BLD.2 - Brand Footer (Left Side) Scale: 1” = 1’-0”

Copy Detail - BLD.2 - Brand Footer (Right Side) Scale: 1” = 1’-0”

F: 410.347.8619 T: 410.347.8500

Copy Detail - BLD.2 - Copy Panel (Right Side) Scale: 1” = 1’-0”

B A LTIMORE, MD 21230

Copy Detail - BLD.2 - Color Banding (Left Side) Scale: 1” = 1’-0”

C - SIGN COPY (TERTIARY) Typeface T2 2” Cap Height Upper Case + 25 Tracking

1040 HU L L STREET

B - SIGN COPY (SECONDARY) Typeface T2 1” Cap Height Upper Case + 25 Tracking

1' 10.5"

1' 5.92"

Copy Detail - BLD.2 - Copy Panel (Left Side) Scale: 1” = 1’-0”

A - SIGN COPY (PRIMARY) Typeface T2 2” Cap Height Upper / Lower Case + 25 Tracking

BLD.2 Building ID (Secondary)

AY E RS SAINT GROSS

SHEET NAME

D- BLD.2 (SIDE A) + (SIDE B) Vector Artwork - See Graphic Standards Size: As shown E- BOWIE STATE UNIVERSITY LOGO Vector Artwork - See Graphic Standards Size: As shown F - DIVIDING RULE 1/8” High - Typ. G - ACCESSIBLE SYMBOL Vector Artwork - See Graphic Standards 2 3/4” High

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

1.5"

WELLNESS CENTER

1.84" 2.5" 2"

Christa McAuliffe Residential Community

1.5"

SECTION 5 - Graphic Layouts

10.26.2017

2' 0.00" 2.375"

5.21

2' 0.00" 2.375"

1' 7.125"

SECTION NAME

1' 7.125"

Lucretia Kennard Residence Hall

A - SIGN COPY (PRIMARY) Typeface T2 2” Cap Height Upper / Lower Case + 25 Tracking

G H

Copy Detail - BLD.2 - Color Banding (Right Side) Scale: 1” = 1’-0” 3"

2.25"

5.25" 2"

E 9.0"

Copy Detail - BLD.2 - Brand Footer (Left Side) Scale: 1” = 1’-0”

Copy Detail - BLD.2 - Brand Footer (Right Side) Scale: 1” = 1’-0”

F: 410.347.8619 T: 410.347.8500 B A LTIMORE, MD 21230

1040 HU L L STREET

Copy Detail - BLD.2 - Color Banding (Left Side) Scale: 1” = 1’-0”

Copy Detail - BLD.2 - Copy Panel (Right Side) Scale: 1” = 1’-0”

1' 10.5"

1' 5.92"

C - SIGN COPY (TERTIARY) Typeface T2 2” Cap Height Upper Case + 25 Tracking

AY E RS SAINT GROSS

0.875"

Copy Detail - BLD.2 - Copy Panel (Left Side) Scale: 1” = 1’-0”

B - SIGN COPY (SECONDARY) Typeface T2 1” Cap Height Upper Case + 25 Tracking

1.5"

BLD.2 Building ID (Secondary) G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

SHEET NAME

1' 0"

Lucretia Kennard Residence Hall

SECTION 5 - Graphic Layouts

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.22 SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME 2.25"

1' 7.50"

2.25"

1' 7.50"

BLD.3 Building ID

B - SIGN COPY (SECONDARY) Typeface T2 1” Cap Height Upper Case + 25 Tracking C - SIGN COPY (TERTIARY) Typeface T2 2 3/16” Cap Height Upper Case + 25 Tracking

B D C

F: 410.347.8619

5.25" 3.5" 3.5"

PUBLIC SAFETY PARKING PERMITS

D - DIVIDING RULE 3/16” High - Typ. E - ACCESSIBLE SYMBOL Vector Artwork - See Graphic Standards 3” High

T: 410.347.8500

2.75"

Theodore McKeldin Gymnasium

A - SIGN COPY (PRIMARY) Typeface T2 2” Cap Height Upper / Lower Case + 10 Tracking

Copy Detail - BLD.3 Scale: 1:5

Copy Detail (ALT.) - BLD.3 Scale: 1:5

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

1.5"

1.5" 0.75" 1.75"

Charlotte Robinson Hall

3.00"

3.5"

5.25"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

5.23 SECTION NAME

SECTION 5 - Graphic Layouts SHEET NAME 2.25"

1' 7.50"

2.25"

BLD.3 Building ID

5.25"

Facilities Building

Deliveries

A - SIGN COPY (PRIMARY) Typeface T2 2” Cap Height Upper / Lower Case + 10 Tracking

B - SIGN COPY (SECONDARY) Typeface T2 1” Cap Height Upper Case + 25 Tracking

C - SIGN COPY (TERTIARY) Typeface T2 2 3/16” Cap Height Upper Case + 25 Tracking

6.5"

3.5"

5.25"

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

F: 410.347.8619 T: 410.347.8500

F - DIVIDING RULE 3/16” High - Typ. G - ACCESSIBLE SYMBOL Vector Artwork - See Graphic Standards 3” High H - ARROW Vector Artwork - See Graphic Standards 1 1/2” High (Circle Indicates Arrow Height)

Copy Detail (Alt.) - BLD.3 Scale: 1:5

Copy Detail (ALT.) - BLD.3 Scale: 1:5

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

1.5"

PROJECT NAME

BowieStaUnvrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SECTION 6 Sign Details Typical Section: GATE.2 6.01 Typical Cabinet Section: VDR.1, VDR.2, PRK.1

6.02

Typical Footer Section: VDR.1, VDR.2, PRK.1

6.03

Typical Cabinet Section: VDR.3, BLD.1, BLD.2

6.04

Typical Footer Section: VDR.3, BLD.1, BLD.2

6.05

Typical Cabinet Section: MAP.1, MAP.2

6.06

Typical Cabinet / Footer Sections: PDR.1

6.07

Typical Cabinet / Footer Sections: PRK.2, ADA.1

6.08

Typical Section: BLD.3 6.09

6.01 SECTION NAME

SECTION 6 - Sign Details SHEET NAME

Typical Section: GATE.2

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

1" 0' - 2"

Dowel @ 24” O.C.

A - LETTERING - PRIMARY Fabricated aluminum dimensional letter - Vector Artwork Illumination: Yes, back-lite Face: 1/8” thk aluminum - Paint to Match existing logo Returns: 0.063” thk aluminum - 2” deep - Paint to Match existing logo Back: 0.090” thk alum. - full profile of letter w/ no visible gaps Mounting: Pin-Mount to wall surface w/ 1/2” Spacer Wall Surface: Brick

#5 Rebar Continuous Rod

Horizontal Reinforcement every (2) courses of CMU

#6 Rebar Vertical Support w/ 90˚ Bend in Footer

Horizontal Reinforcement every (2) courses of CMU

Provide CMU Block under Precast Concrete Base Course

G #4 Rebar Mat Above + Below #6 Rebar Vertical Support w/ 90˚ Bend in Footer #5 Rebar Continuous Rod #4 Rebar Mat Above + Below

Size T.B.D. by Engineer

Typical Section Scale: 1/2” = 1’-0”

Section Detail - Plan View Scale: 1 1/2” = 1’-0”

B A LTIMORE, MD 21230

2' 6" Min. Depth - Per Engineer Req.

1040 HU L L STREET

AY E RS SAINT GROSS

T: 410.347.8500

F: 410.347.8619

C - Brick Wall Cladding Brick Surfacing on 8” CMU. Provide Horiz. reinforcement every (2) courses of CMU - Brick Specification to match exist. D - Precast Concrete Base Course Provide one full course min. below grade, wall grades L to R on GATE.2 loc. provide 2 cramp anchors for each precast piece anchored to CMU - Precast Specification to match exist. E - CMU Block Wall 8” Standard CMU Block Construction, depth per Engineer req. F - #6 Vertical Rebar Supports w/ solid grout infill at locations and 90˚ bend at Spread Footer qty. + spacing per Engineer req. G - Spread Footer Located Below Grade, size + depth per Engineer req. Additional Rebar Mat and #5 Continous Rod Supports as reqd. H - Precast Concrete Wall Cap Provide Dowels at 24” O.C. to secure Cap to Bond Beam, grouted solid along full length of wall w/ #5 continuous Rod support PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

6.02

SPECIFICATIONS A

SHEET NAME

Structural Frame 2” x 4” x 1/4” thk. structural aluminum tube frame w/ J-Bolt Attachment to Concrete Footer - Above Grade

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Sign Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construction + secured to Structural Frame

Mounting Tab(s) 1/2” x 1” x 1/8” thk. alum. angle(s), welded to rear surface of Sign Face. Drill+Tap for Sign Face Fastener

Sign Face Fastener Tamper-Resistant Drilled Spanner Flat Head Screws 8-32 Thread Size, 2" Long, MMC#94063A206 Paint to match Sign Face / Return

Detail

SECTION 6 - Sign Details

Copy Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings

SECTION NAME

B A B

Sign Face / Return 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces

Typical Cabinet Section: VDR.1, VDR.2, PRK.1

Product Reference B DETAIL - SIGN FACE REMOVAL Scale: 1:2

SPECIFICATIONS Sign Face / Return 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces

Copy Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings

Structural Frame 2” x 4” x 1/4” thk. structural aluminum tube frame w/ J-Bolt Attachment to Concrete Footer - Above Grade

Sign Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construction + secured to Structural Frame

Mounting Tab(s) 1/2” x 1” x 1/8” thk. alum. angle(s), welded to rear surface of Sign Face. Drill+Tap for Sign Face Fastener

Sign Face Fastener BowieStateUnivrsy Drilled Spanner Flat Head Screws Tamper-Resistant Exterior Signage & Wayfinding Program 8-32 Thread Size, 2" Long, MMC#94063A206

C D

Detail

PROJECT NAME

AY E RS SAINT GROSS

Paint to match Sign Face / Return

Product Reference A CONSTRUCTION DETAIL - TYPICAL - SIGN CABINET - PLAN VIEW Scale: 3” = 1’-0”

B A LTIMORE, MD 21230

1040 HU L L STREET

T: 410.347.8500

B DETAIL - SIGN FACE REMOVAL Scale: 1:2

CABINET - PLAN VIEW

F: 410.347.8619

PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

6.03

SPECIFICATIONS A

Structural Frame A Sign Face / Return SHEET NAME 2” x 4” x 1/4” thk. structural aluminum tube frame w/ J-Bolt1/8” thk. routed aluminum. Secured to Sign Frame Typical Footer Section: VDR.1, VDR.2, PRK.1 Attachment to Concrete Footer - Above Grade Paint all surfaces

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S Sign Frame B Structural Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construc2” x 4” x 1/4” thk. structural aluminum tube frame w/ J-Bolt tion + secured to Structural Frame Attachment to Concrete Footer - Above Grade

Anchor Bolt C Threaded J-Bolt through Above Grade Footer to secure Structural Frame. Size + Depth as required by Engineer. Use Nut + Washer as required.

Rebar Tes between Above + Below Grade Footer

Below Grade Footer Concrete footer w/ internal rebar support as required by Engineer. Provide exposed threaded Anchor Bolts for F Structural Frame Attachment.

Grade Line F

Infill w/ existing landscaping around base of Sign

Grade Line F

A CONSTRUCTION DETAIL - TYPICAL SIGN BASE Scale: 3” = 1’-0”

B DETAIL - SIGN BASE GRADING Scale: NTS

Above Grade Footer Cast-in-Place Above Grade Concrete Footer to match Outer Dimension of Sign Face / Return. Rebar Tes between Above + Below Grade Footer Below Grade Footer Concrete footer w/ internal rebar support as required by Engineer. Provide exposed threaded Anchor Bolts for Structural Frame Attachment.

B DETAIL - SIGN BASE GRADING Scale: NTS

AY E RS SAINT GROSS

1040 HU L L STREET

3-4" Below Grade Typ.

6" Above Grade Typ.

Align

Infill w/ existing landscaping around base of Sign

D Anchor Bolt Above Grade Footer Threaded J-Bolt through Above Grade Footer to secure Cast-in-Place Above Grade Concrete Footer to match Outer Structural Frame. Size + Depth as required by Engineer. Dimension of Sign Face / Return. Use Nut + Washer as required.

F: 410.347.8619

Sign Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construction + secured to Structural Frame

T: 410.347.8500

SECTION 6 - Sign Details

0.75" Typ.

SPECIFICATIONS

B A

SECTION NAME

B A LTIMORE, MD 21230

Sign Face / Return 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

6.04

SPECIFICATIONS A

Sign Face / Return 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces

SECTION NAME

SECTION 6 - Sign Details

Copy Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings

SHEET NAME

Structural Frame 2” x 2” x 1/4” thk. structural aluminum tube frame w/ J-Bolt Attachment to Concrete Footer - Above Grade

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Sign Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construction + secured to Structural Frame

Mounting Tab(s) 1/2” x 1” x 1/8” thk. alum. angle(s), welded to rear surface of Sign Face. Drill+Tap for Sign Face Fastener

Sign Face Fastener Tamper-Resistant Drilled Spanner Flat Head Screws 8-32 Thread Size, 2" Long, MMC#94063A206 Paint to match Sign Face / Return

Typical Cabinet Section: VDR.3, BLD.1, BLD.2

B C D

Detail

Product Reference B DETAIL - SIGN FACE REMOVAL Scale: 1:2

SPECIFICATIONS Sign Face / Return 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces

Copy Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings

Structural Frame 2” x 2” x 1/4” thk. structural aluminum tube frame w/ J-Bolt Attachment to Concrete Footer - Above Grade

Sign Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construction + secured to Structural Frame

Mounting Tab(s) 1/2” x 1” x 1/8” thk. alum. angle(s), welded to rear surface of Sign Face. Drill+Tap for Sign Face Fastener

Sign Face Fastener BowieStateUnivrsy Drilled Spanner Flat Head Screws Tamper-Resistant Exterior Signage & Wayfinding Program 8-32 Thread Size, 2" Long, MMC#94063A206

C D

Detail

PROJECT NAME

AY E RS SAINT GROSS

Paint to match Sign Face / Return

Product Reference A CONSTRUCTION DETAIL - TYPICAL - SIGN CABINET - PLAN VIEW Scale: 3” = 1’-0”

B A LTIMORE, MD 21230

1040 HU L L STREET

T: 410.347.8500

B DETAIL - SIGN FACE REMOVAL Scale: 1:2

CABINET - PLAN VIEW

F: 410.347.8619

PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Wiring to Sign Cabinet Lighting Power Packs, etc. by Sign Contractor A

Anchor Bolt Threaded J-Bolt through Above Grade Footer to secure C Sign Frame Structural Frame. Size + Depth as required by Engineer. 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construc tion + secured to Structural Frame Use Nut + Washer as required.

120VAC Power supply via 1” dia. conduit through Grade Line Concrete Footer w/ exposed whip for cabinet electrical connections ByFOwner / GC

Dis-Connect Switch required at base of sign for manual shut-off MAP.1 - Locate on Cabinet Rear Face (as shown) MAP.2 - Locate on Return Face Infill w/ existing landscaping around base of Sign

Rebar Tes between Above + Below Grade Footer

Below Grade Footer Concrete footer w/ internal rebar support as required by Engineer. Provide exposed threaded Anchor Bolts forF Rebar Tes between Above + Below Grade Footer Structural Frame Attachment.

Above Grade Footer Cast-in-Place Above Grade Concrete Footer to match Outer Dimension of Sign Face / Return.

Below Grade Footer Concrete footer w/ internal rebar support as required by Engineer. Provide exposed threaded Anchor Bolts for Structural Frame Attachment.

1040 HU L L STREET

B DETAIL - SIGN BASE GRADING Scale: NTS A CONSTRUCTION DETAIL - TYPICAL SIGN BASE Scale: 3” = 1’-0”

B A LTIMORE, MD 21230

Grade Line

Align

6" Above Grade Typ. 3-4" Below Grade Typ.

Infill w/ existing landscaping Power Feed around base of Sign

F: 410.347.8619

Dis-Connect Switch required at base of sign for manual shut-off MAP.1 - Locate on Cabinet Rear Face (as shown) E MAP.2 - Locate on Return Face

Attachment to Concrete Footer - Above Grade

Use Nut + Washer as required.

Typical Footer Section: MAP.1. MAP.2

1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

SHEET NAME

T: 410.347.8500

0.50" Typ.

SPECIFICATIONS Structural Frame 2” x 2” x 1/4” thk. structural aluminum tube frame w/ J-Bolt A Sign Face / Return Attachment to Concrete Footer - Above Grade

Sign Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construc B Structural Frame tion + secured to Structural Frame 2” x 2” x 1/4” thk. structural aluminum tube frame w/ J-Bolt

SECTION 6 - Sign Details

B DETAIL - SIGN BASE GRADING Scale: NTS

AY E RS SAINT GROSS

SECTION NAME

Wiring to Sign Cabinet Lighting Power Packs, etc. by Sign Contractor

Sign Face / Return 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces

6.05

SPECIFICATIONS

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

6.06

A B

SPECIFICATIONS A

Detail B A B

D A

Detail

Product Reference

CABINET (HEADER) - PLAN VIEW

F G

Product Reference

A (HEADER) - PLAN VIEW A CONSTRUCTION DETAIL - TYPICAL - SIGN CABINET Scale: 3” = 1’-0” C D

C D C DETAIL - SIGN FACE REMOVAL Scale: 1:2 A

Detail

C D AProduct Reference

Detail

A CONSTRUCTION DETAIL - TYPICAL - SIGN CABINET (HEADER) - PLAN VIEW Product Reference Scale: 3” = 1’-0”

CABINET (MAP) - PLAN VIEW

SPECIFICATIONS Structural Frame 2” x 2” x 1/4” thk. structural aluminum tube frame J-Bolt A w/ Sign Face / Return Attachment to Concrete Footer - Above Grade 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces Sign Frame 1” x 1 1/2” x 1/8” thk. fabricated aluminum tubeBconstrucPush-Thru Copy tion + secured to Structural Frame 1/2” thk. Clear Acrylic push-thru lettering w/ 1/16” (+/-) routed flange at 2nd surface. 1/4” visible return LED Lighting at Sign Face w/ Applied Cut Vinyl at 1st + 2nd Surface. White L.E.D Modules, 5000K Standard “Cool White”-to run Per Elevation Drawings interior perimeter of Structural Frame and illuminate Face C Structural Frame Mounting Tab(s) 2” x 2” x 1/4” thk. structural aluminum tube frame w/ J-Bolt 1/2” x 1” x 1/8” thk. alum. angle(s), welded to rear surface Attachment to Concrete Footer - Above Grade of Sign Face. Drill+Tap for Sign Face Fastener

D Sign Frame Sign Face Fastener 1” x 1 1/2” x 1/8” thk. fabricated aluminum tube construcTamper-Resistant Drilled Spanner Flat Head Screws tion SPECIFICATIONS + secured to Structural Frame 8-32 Thread Size, 2" Long, MMC#94063A206 Paint to match Sign Face / Return SignLighting Face / Return EA LED 1/8” thk. routed aluminum. to “Cool Sign Frame White L.E.D Modules, 5000KSecured Standard White” to run H Map Panel Paint all surfaces interior perimeter of Structural Frame and illuminate Face 1/4” thk. Clear Acrylic push-thru Map Panel w/ 1/16” (+/-) routed flange at 2nd surface. Flush inlay atPush-Thru Sign Tab(s) Copy FB Mounting Face w/ Custom Digitally Printed Artwork - by Client 1/2” 1/2”xthk. push-thru lettering 1” xClear 1/8” Acrylic thk. alum. angle(s), weldedw/to rear surface at 2nd Surface. 1/16” (+/-) routed flange at 2nd surface. 1/4” visible return of Sign Face. Drill+Tap for Sign Face Fastener at Sign Face w/ Applied Cut Vinyl at 1st + 2nd Surface. I Map Panel Fasteners - PerFace Elevation Drawings G Sign Fastener Aluminum Studs, welded to 2nd surface of Sign Face.Tamper-Resistant Map Drilled Spanner Flat Head Screws Panel secures to rear of Sign Face w/ nut through routed C 8-32 Structural Frame Thread Size, 2" Long, MMC#94063A206 flange. 2” x to 2” match x 1/4” Sign thk. structural aluminum tube frame w/ J-Bolt Paint Face / Return C DETAIL - SIGN FACE REMOVAL Attachment to Concrete Footer - Above Grade Scale: 1:2 H Map Panel Signthk. Frame D 1/4” Clear Acrylic push-thru Map Panel w/ 1” x 1(+/-) 1/2”routed x 1/8”flange thk. fabricated aluminum tube construc1/16” at 2nd surface. Flush inlay at Sign tion w/ + secured Structural Frame Face Custom to Digitally Printed Artwork - by Client at 2nd Surface. E LED Lighting PROJECT NAME White L.E.D Modules, 5000K Standard “Cool White” to run I Map Panel Fasteners BowieStateUnivrsy interior perimeter of Structural and Aluminum Studs, welded to 2ndFrame surface of illuminate Sign Face.Face Map Exterior Signage & Wayfinding Program Panel secures to rear of Sign Face w/ nut through routed F flange. Mounting Tab(s) PROJECT NO.: 1/2” x 1” x 1/8” thk. alum. angle(s), welded to rear surface of Sign Face. Drill+Tap for Sign 21486.00 Face Fastener G

B A LTIMORE, MD 21230

E H

F G H H

I A

Product Reference B CONSTRUCTION DETAIL - TYPICAL - SIGN CABINET (MAP) - PLAN VIEW Scale: 3” = 1’-0”

C DETAIL - SIGN FACE REMOVAL Scale: 1:2

D A

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

T: 410.347.8500

Typical Cabinet Section: MAP.1, MAP.2

Push-Thru Copy 1/2” thk. Clear Acrylic push-thru lettering w/ 1/16” (+/-) routed flange at 2nd surface. 1/4” visible return at Sign Face w/ Applied Cut Vinyl at 1st + 2nd Surface. - Per Elevation Drawings

1040 HU L L STREET

SHEET NAME

Detail

AY E RS SAINT GROSS

SECTION 6 - Sign Details

Sign Face / Return 1/8” thk. routed aluminum. Secured to Sign Frame Paint all surfaces

DOCUMENT NAME Sign Face Fastener Tamper-Resistant Drilled Spanner Flat Head Screws Bidding Document - FINAL SUBMITTAL 8-32 Thread Size, 2" Long, MMC#94063A206 Paint to match Sign Face / Return S U B M I T TA L D AT E © 2017

SECTION NAME

F: 410.347.8619

10.26.2017 Map Panel 1/4” thk. Clear Acrylic push-thru Map Panel w/ 1/16” (+/-) routed flange at 2nd surface. Flush inlay at Sign

6.07

C B SECTION NAME

Sign Panel 3/16” thk. routed aluminum shape. Secured to Sign Panel SPECIFICATIONS Frame w/ VHB Adhesive Tape - Paint all surfaces

A Sign Panel Copy 3/16” thk. routed aluminum shape. Secured to Sign Panel Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings Frame w/ VHB Adhesive Tape - Paint all surfaces Sign Panel Frame Copy 2 1/2” x 2 1/2” x 1/8” thk. aluminum tube frame,B mitre-cut Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings + welded at interior corners - Paint all surfaces

F D

C Sign Panel Frame Support Fasteners 2 1/2” x 2 1/2” x 1/8” thk. aluminum tube frame, mitre-cut Threaded S.S. Fasteners to secure Sign Panel Frame to + welded at interior corners - Paint all surfaces Support Post.

D Support Fasteners Threaded Anchor Threaded S.S. Fasteners to secure Sign Panel Frame to Concealed Anchor w interior thread inset to Support Post Support Post. Fabricated Reveal Anchor E Threaded 1/2” x 1/2” x 1/8” thk. aluminum tube frame, mitre-cut + Concealed Anchor w interior thread inset to Support Post welded at interior corners - Paint all surfaces

G F

A CONSTRUCTION DETAIL - TYPICAL - BLADE SIGN - PLAN VIEW Scale: 3” = 1’-0”

Infill w/ existing landscaping around base of Sign Grade Line

Infill w/ existing landscaping around base of Sign

3- 4" Below Grade

Grade Line

ORT POST / FOOTER

B CONSTRUCTION DETAIL - TYPICAL - SUPPORT POST / FOOTER Scale: 3” = 1’-0”

Fabricated Reveal F Support Post 3” x 3” x 1/4” thk. aluminum tube. Direct Bury install1/2” to x 1/2” x 1/8” thk. aluminum tube frame, mitre-cut + welded at interior corners - Paint all surfaces concrete footer below grade. - Paint all surfaces

G Support Post Post Cap - Not Visible 3” x 3” x 1/4” thk. aluminum tube. Direct Bury install to Fabricated aluminum construction inset and secured w/ concrete footer below grade. - Paint all surfaces concealed hardware to top of Support Post.

H Post Cap - Not Visible Concrete Footer Fabricated aluminum construction inset and secured w/ Located 3-4” Below Grade. Size + Depth T.B.D. by Engineer concealed hardware to top of Support Post.

F: 410.347.8619

T: 410.347.8500

E SIGN - PLAN VIEW

Concrete Footer Located 3-4” Below Grade. Size + Depth T.B.D. by Engineer B A LTIMORE, MD 21230

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

1040 HU L L STREET

Typical Cabinet / Footer Sections: PDR.1

AY E RS SAINT GROSS

SHEET NAME

SECTION 6 - Sign Details

SPECIFICATIONS

PROJECT NAME

BowieStateUnivrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

6.08

D C SECTION NAME

SPECIFICATIONS

B A

C B

A C

E SIGN - PLAN VIEW

A CONSTRUCTION DETAIL - TYPICAL - BLADE SIGN - PLAN VIEW Scale: 3” = 1’-0” F

SECTION 6 - Sign Details

Sign Panel 3/16” thk. routed aluminum shape. Secured to Internal Mounting Brackets - Paint all surfaces

SHEET NAME

Typical Cabinet / Footer Sections: PRK.2, ADA.1

SPECIFICATIONS

Copy G E N E R A L S P E C I F I C AT I O N S Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings A Sign Panel 3/16” thk. routed aluminum shape. Secured to Internal Internal Mounting Brackets Mounting Brackets - Paint all surfaces 1 1/2” x 1/2” x 1/8” thk. aluminum U-Channels stitch-welded to both sides of Sign Panel, located inside Support Post B Copy

AND NOTES

Applied Cut Vinyl at 1st Surface. - Per Elevation Drawings Support Post 2” x 2” x 1/4” thk. aluminum tube w/ 3/16” wideCrouted Internal Mounting Brackets channel to allow for pass-thru of Sign Panel. Direct Bury 1 1/2” x 1/2” x 1/8” thk. aluminum U-Channels stitch-weldinstall to concrete footer below grade. - Paint all surfaces ed to both sides of Sign Panel, located inside Support Post Post Cap - Not Visible D Support Post Fabricated aluminum construction inset and secured w/ 2” x 2” x 1/4” thk. aluminum tube w/ 3/16” wide routed concealed hardware to top of Support Post. channel to allow for pass-thru of Sign Panel. Direct Bury install to concrete footer below grade. - Paint all surfaces Concrete Footer Located 3-4” Below Grade. Size + Depth T.B.D. by Engineer E Post Cap - Not Visible

3- 4" Below Grade

Grade Line

ORT POST / FOOTER

B CONSTRUCTION DETAIL - TYPICAL - SUPPORT POST / FOOTER Scale: 3” = 1’-0”

T: 410.347.8500

Infill w/ existing landscaping around base of Sign

B A LTIMORE, MD 21230

Grade Line

1040 HU L L STREET

AY E RS SAINT GROSS

Infill w/ existing landscaping around base of Sign

Concrete Footer Located 3-4” Below Grade. Size + Depth T.B.D. by Engineer

F: 410.347.8619

Fabricated aluminum construction inset and secured w/ concealed hardware to top of Support Post.

PROJECT NAME

BowieStateUnivrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

6.09

SPECIFICATIONS A

Face Plate 3/16” thk. routed aluminum. Secured to Back Plate w/ VHB Laminate - Paint all surfaces

SECTION NAME

SECTION 6 - Sign Details

Back Plate 3/16” thk. routed aluminum. Secured to Wall surface w/ welded studs at 2nd surface - Paint all surfaces Spacer 1/2” thk. aluminum spacer for offset from Wall Surface

Welded Studs Threaded aluminum mounting studs welded to 2nd surface of Back Plate. Use silicone sealant at all wal penetrations

Typical Section: BLD.3 G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

SPECIF

F: 410.347.8619

SHEET NAME

D C

ABINET - PLAN VIEW A B

A CONSTRUCTION DETAIL - TYPICAL - SIGN CABINET - PLAN VIEW Scale: 3” = 1’-0”

1040 HU L L STREET

AY E RS SAINT GROSS

B A LTIMORE, MD 21230

T: 410.347.8500

PROJECT NAME

BowieStateUnivrsy Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Face Pl 3/16” t Lamina

Back P 3/16” t welded

Spacer 1/2” th

Welded Thread of Back

SECTION 7 Sign Location Plans Monument Sign Locations 7.01 Vehicular Sign Locations 7.02 Parking Lot ID Sign Locations

7.03

Pedestrian Map Kiosk Locations 7.04 Pedestrian Sign Locations 7.05 Building ID Sign Locations 7.06 Architectural Lettering Locations 7.07 Reserved Parking Space ID Locations

7.08

Street ID Sign Locations 7.09 Sign Demolition Plan 7.10

7.01 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Monument Sign Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

ALL LOCATIONS SHALL BE STAKED IN THE FIELD WITH OWNER AND DESIGNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO (2) STAKES FOR ALL SIGN LOCATIONS WITH TWO (2) POSTS. SECONDARY CAMPUS GATEWAY AND PEDESTRIAN MAP KIOSKS ARE ILLUMINATED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED ELECTRICAL WORK RELATED TO THESE SIGN TYPES - INCLUDING BUT NOT LIMITED TO EXTERIOR ELECTRICAL TRENCHING AND CONDUIT, ETC. CONTRACTOR SHALL RETAIN AN ELECTRICAL ENGINEER WHEN PREPARING SHOP DRAWINGS FOR REVIEW AND APPROVAL.

LOT H

LOT R

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

LOT Q

T: 410.347.8500

LOT F

LOT P

LOT D

LOT N

Computer Science

LOT A

LOT M

LOT O

LOT L

LOT K

1040 HU L L STREET

LOT B

B A LTIMORE, MD 21230

LOT C

AY E RS SAINT GROSS

LOT E

F: 410.347.8619

LOT G

REFERENCE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INSTALLATION AND RESTORATION NOTES. SIGN LOCATION NUMBER ALWAYS POINTS TO “SIDE A” SIGN FACE ALL VEHICULAR SIGNS SHALL BE SET-BACK 4’ FROM EDGE OF ROAD, UNLESS OTHERWISE NOTED ALL PEDESTRIAN SIGNS SHALL BE SET-BACK 2’ FROM EDGE OF SIDEWALK, UNLESS OTHERWISE NOTED

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.02

216

SECTION NAME

217 214

242

SECTION 7 - Sign Location Plans

215 243

SHEET NAME

Vehicular Directional Sign Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

ALL LOCATIONS SHALL BE STAKED IN THE FIELD WITH OWNER AND DESIGNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO (2) STAKES FOR ALL SIGN LOCATIONS WITH TWO (2) POSTS.

244

SECONDARY CAMPUS GATEWAY AND PEDESTRIAN MAP KIOSKS ARE ILLUMINATED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED ELECTRICAL WORK RELATED TO THESE SIGN TYPES - INCLUDING BUT NOT LIMITED TO EXTERIOR ELECTRICAL TRENCHING AND CONDUIT, ETC. CONTRACTOR SHALL RETAIN AN ELECTRICAL ENGINEER WHEN PREPARING SHOP DRAWINGS FOR REVIEW AND APPROVAL.

LOT H

212

248

LOT R

218

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC. 231

213 LOT Q

LOT F 238 239

211 LOT P

LOT E 246

237 LOT D 241 LOT C

236

219 LOT B

235 LOT N

Computer Science

206

240 232LOT O

LOT M

LOT A

229

234 227

233 205

LOT L

209 203 204 223 202

222 221 LOT K

201

220

226

224

225

1040 HU L L STREET

230

208

247

228

AY E RS SAINT GROSS

210

B A LTIMORE, MD 21230

245

T: 410.347.8500

F: 410.347.8619

LOT G

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.03 SECTION NAME

SECTION 7 - Sign Location Plans 311

SHEET NAME

Parking Lot ID Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

ALL LOCATIONS SHALL BE STAKED IN THE FIELD WITH OWNER AND DESIGNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO (2) STAKES FOR ALL SIGN LOCATIONS WITH TWO (2) POSTS.

310

309

LOT H

LOT R

319

308

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

307

LOT Q

LOT F

T: 410.347.8500

LOT D 317

303

LOT C 315 LOT B Computer Science

316

LOT N

302

LOT A

LOT M

314

LOT O

313

LOT L

301

LOT K 312

B A LTIMORE, MD 21230

304

LOT P

LOT E

1040 HU L L STREET

305

318

AY E RS SAINT GROSS

306

F: 410.347.8619

LOT G

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.04 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Pedestrian Map Kiosk Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

ALL LOCATIONS SHALL BE STAKED IN THE FIELD WITH OWNER AND DESIGNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO (2) STAKES FOR ALL SIGN LOCATIONS WITH TWO (2) POSTS.

414

LOT H 406

413 LOT R

412

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

415 LOT G

410

403

404

B A LTIMORE, MD 21230

409

402 LOT B Computer Science

408

LOT N

LOT M

LOT A

LOT O

407

416

401 LOT K

LOT L

1040 HU L L STREET

LOT D

LOT C

T: 410.347.8500

LOT P

LOT E

F: 410.347.8619

LOT Q 405

AY E RS SAINT GROSS

LOT F

411

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.05 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Pedestrian Directional Sign Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

ALL LOCATIONS SHALL BE STAKED IN THE FIELD WITH OWNER AND DESIGNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO (2) STAKES FOR ALL SIGN LOCATIONS WITH TWO (2) POSTS.

532

531 LOT H

517

535 529 LOT R 534

536

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

533 LOT G

LOT F

527 514

LOT Q

539

513

540

541

526

512

LOT P

LOT E 507

525

LOT D

524 505

LOT C

506A 506

505B 505A 510

LOT B

508

523

LOT N

Computer Science

509

504A

LOT M

504

LOT A

B A LTIMORE, MD 21230

511

T: 410.347.8500

514A

520

LOT O

518

521 501 519 503

LOT L

522

502A 502

LOT K

1040 HU L L STREET

515

F: 410.347.8619

528

537

AY E RS SAINT GROSS

538

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.06 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Building ID Sign Locations 642

644

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

ALL LOCATIONS SHALL BE STAKED IN THE FIELD WITH OWNER AND DESIGNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO (2) STAKES FOR ALL SIGN LOCATIONS WITH TWO (2) POSTS.

659

LOT H

643

655

LOT R

LOT Q

LOT D

LOT C

657 653

658

LOT B

LOT N

Computer Science

LOT A

LOT M

LOT O

B A LTIMORE, MD 21230

LOT P

654

651 652 LOT L 650

656

LOT K

1040 HU L L STREET

646

T: 410.347.8500

LOT F

F: 410.347.8619

635A

LOT E

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

645

AY E RS SAINT GROSS

LOT G

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.07 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Architectural Lettering Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

LOT H

723

LOT R

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

727

LOT P

LOT E 710

725

722

B A LTIMORE, MD 21230

724 LOT C

729

LOT B Computer Science

730

LOT M

LOT O

721

LOT L

LOT K

1040 HU L L STREET

728 LOT A

LOT N

726

AY E RS SAINT GROSS

LOT D

T: 410.347.8500

LOT Q

LOT F

F: 410.347.8619

LOT G

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.08 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Reserved Parking Space ID Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

ALL LOCATIONS SHALL BE STAKED IN THE FIELD WITH OWNER AND DESIGNER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO (2) STAKES FOR ALL SIGN LOCATIONS WITH TWO (2) POSTS.

829-830

LOT H

LOT R

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

LOT Q

LOT C

827-828

LOT B

LOT N

Computer Science

LOT A

LOT M

LOT O

LOT L

LOT K

1040 HU L L STREET

LOT D

AY E RS SAINT GROSS

LOT P

LOT E

B A LTIMORE, MD 21230

T: 410.347.8500

LOT F

F: 410.347.8619

LOT G

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.09 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Street ID Sign Locations G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

LOT H

LOT R

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

LOT Q

T: 410.347.8500

LOT F

LOT P

LOT D

LOT N

Computer Science

LOT A

LOT M

LOT O

LOT L

LOT K

1040 HU L L STREET

LOT B

B A LTIMORE, MD 21230

LOT C

AY E RS SAINT GROSS

LOT E

F: 410.347.8619

LOT G

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

7.10 SECTION NAME

SECTION 7 - Sign Location Plans SHEET NAME

Sign Demolition Plan G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

LOT J

LOT H

LOT R

REFERENCE SIGN MESSAGE SCHEDULE FOR ADDITIONAL LOCATION SPECIFIC NOTES REGARDING GRADING, EXISTING SIGN REMOVALS, CONCRETE LOCATIONS, ETC.

LOT Q

T: 410.347.8500

LOT F

LOT P

LOT D

LOT N

Computer Science

LOT L M

LOT A

LOT O

LOT L

Sign Contractor shall demo entire brick and metal sign, existing “Bowie State” sign panel shall be cleaned, and wrapped for storage - deliver to client Sign Contractor shall demo entire brick sign, existing “Bowie State” sign panel shall be cleaned, and wrapped for storage - deliver to client

LOT K

1040 HU L L STREET

Sign Contractor shall demo entire metal and digital sign, existing power and data shall be stubbed for future use

LOT B

B A LTIMORE, MD 21230

LOT C

AY E RS SAINT GROSS

LOT E

F: 410.347.8619

LOT G

PROJECT NAME

Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

SECTION 8 Sign Message Schedule Sign Messages 8.01-8.19

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.01

101

GATE.1

Main Campus Gateway

(logo artwork)

Coordinate with removal of existing lettering

8.02

206

VDR.3

Vehicular Directional - Small

(side a)

8.01

102

GATE.1

Main Campus Gateway

(logo artwork)

Coordinate with removal of existing lettering

8.01

103

GATE.2

Secondary Campus Gateway

(logo artwork)

8.01

104

LED.1

Digital Message Sign

(side a)

New gateway location - coordinate with removal of existing illuminated sign Refurbish existing digital sign

8.01

> (P) Visitor Parking

SECTION NAME

(logo artwork)

Campus Events

SECTION 8 - Sign Message Schedule

(side b)

(led screen)

(blank)

(side b)

8.02

208

VDR.2

Vehicular Directional - Medium 1

(blank) 8.01

105

LOGO.1

Brand Monument Sign

(logo artwork)

Coordinate with landscape plan

8.02

201

VDR.1

Vehicular Directional - Large

(side a)

Sign shall be set-back 6' from edge of road Location requires re-grading and tree removal to create site lines - Not in Contract

^ (P) Visitor Parking Robinson Hall

COMMENTS / INSTALLATION NOTES

SHEET NAME

(side a)

Sign Message Schedule

< Student Center Fine & Perf Arts Science Center Computer Sci Bldg Deliveries

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Specifications

(logo artwork)

VISITOR PARKING PERMITS

(side b)

PUBLIC SAFETY

(blank)

> Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries

8.02

209

VDR.1

Vehicular Directional - Large

^ Center for Business and Grad Studies

(logo artwork)

BOWIE BIC

MLK Center Administration Bldg Library Proctor Building Athletics

(side b) (blank) (side a) < Center for Business and Grad Studies

Sign shall be set-back 6' from edge of road Location requires re-grading and tree removal to create site lines - Not in Contract

(logo artwork) (side b) (blank)

BOWIE BIC

MLK Center Administration Bldg Library Proctor Building Athletics

8.02

210

VDR.1

Vehicular Directional - Large

(blank)

^ MLK Center Administration Bldg Library Proctor Building McKeldin Gymnasium Physical Ed Complex Athletic Fields

(side a)

(logo artwork)

^ (P) Visitor Parking

(side b)

(logo artwork) (side b)

8.02

203

VDR.2

Vehicular Directional - Medium 1

(side a)

F: 410.347.8619

T: 410.347.8500

Vehicular Directional - Large

(blank) > Robinson Hall

8.02

211

VDR.1

Vehicular Directional - Large

(side a)

VISITOR PARKING PERMITS

> Administration Bldg Library

PUBLIC SAFETY

(logo artwork) (side b)

^ Proctor Building McKeldin Gymnasium Physical Ed Complex Athletic Fields

(blank) 8.02

204

VDR.3

Vehicular Directional - Small

(side a) ^ FPAC Busses Band Drop-off

(logo artwork) (side b)

8.02

205

VDR.2

Vehicular Directional - Medium 1

(blank) 8.02

212

VDR.1

Vehicular Directional - Large

(side a)

(blank)

> McKeldin Gymnasium

(side a)

PUBLIC SAFETY PARKING PERMITS

> (P) Visitor Parking < Exit to Campus Loop

Physical Ed Complex ^ Athletic Fields (logo artwork)

(logo artwork)

(side b)

(blank)

Locate sign 2' behind guard rail (rail is 24" to top)

B A LTIMORE, MD 21230

VDR.1

1040 HU L L STREET

202

AY E RS SAINT GROSS

8.02

(side a)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 1 of 38

Page 2 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

8.02

213

VDR.2

Vehicular Directional - Medium 1

QNTY.

MESSAGE (side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

8.02

220

VDR.2

Vehicular Directional - Medium 1

QNTY.

> Proctor Building

8.02

214

VDR.2

Vehicular Directional - Medium 1

MESSAGE

8.02

> Exit to Laurel Bowie Rd

^ McKeldin Gym Phys Ed Complex Athletic Fields

< Exit to Race Track Rd

(logo artwork)

(side b)

(blank)

(side a)

COMMENTS / INSTALLATION NOTES

(side a)

8.02

221

VDR.1

Vehicular Directional - Large

(side a)

> Track & Field

^ Center for Business and Grad Studies

^ Stadium Softball Field

BOWIE BIC

SECTION NAME

SECTION 8 - Sign Message Schedule SHEET NAME

Sign Message Schedule Sign shall be set-back 6' from edge of road

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Specifications

MLK Center Administration Bldg Library Proctor Building Athletics

(logo artwork) (side b)

(logo artwork) (blank) (side b) 8.02

215

VDR.2

Vehicular Directional - Medium 1

(side a) (blank) > Exit to Race Track Rd

8.02

222

VDR.1

Vehicular Directional - Large

(side a)

Sign shall be set-back 6' from edge of road

> (P) Visitor Parking Robinson Hall

< Exit to Laurel Bowie Rd

VISITOR PARKING PERMITS PUBLIC SAFETY

(logo artwork)

< Exit to Laurel Bowie Rd

(side b) (blank)

(logo artwork)

(side a)

(side b)

> Stadium Softball Field

(blank) 8.02

223

VDR.1

Vehicular Directional - Large

(side a)

(logo artwork) ^ Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries

(side b) (blank) 8.02

217

VDR.2

Vehicular Directional - Medium 1

(side a) > Exit to Race Track Rd

(logo artwork)

< Exit to Laurel Bowie Rd

(blank)

(side b)

8.02

224

VDR.1

Vehicular Directional - Large

(side b) (blank) 218

VDR.3

Vehicular Directional - Small

(side a) < Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries

(logo artwork)

8.02

Sign shall be set-back 6' from edge of road Location requires re-grading and tree removal to create site lines - Not in Contract

(side a) (logo artwork) ^ Exit to Race Track Rd

(side b) (blank)

(logo artwork) 8.02

225

VDR.1

Vehicular Directional - Large

(side a)

(side b)

8.02

219

VDR.1

Vehicular Directional - Large

(blank)

^ (P) Visitor Parking Robinson Hall

(side a)

VISITOR PARKING PERMITS PUBLIC SAFETY

> Student Center Fine & Performing Arts Science Center Computer Science Bldg ^ Exit to Race Track Rd

> Student Center Fine & Performing Arts Science Center Computer Science Bldg Athletic Fields (logo artwork)

(logo artwork)

(side b)

(blank)

Sign edge shall be set-back 6' from edge of road Verify location in field

F: 410.347.8619

T: 410.347.8500

Vehicular Directional - Small

B A LTIMORE, MD 21230

VDR.3

1040 HU L L STREET

216

AY E RS SAINT GROSS

8.02

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 3 of 38

Page 4 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.02

226

VDR.1

Vehicular Directional - Large

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

8.02

232

VDR.2

Vehicular Directional - Medium 1

QNTY.

^ Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries Facilities Athletics

MESSAGE

COMMENTS / INSTALLATION NOTES

8.03

(side a) < Fine & Perf Arts Computer Sci Bldg

SECTION NAME

^ Student Ctr Deliveries

SECTION 8 - Sign Message Schedule

(logo artwork)

SHEET NAME

(logo artwork) (side b)

Sign Message Schedule

(side b) (blank) (blank) 8.02 8.02

227

VDR.1

Vehicular Directional - Large

233

VDR.3

Vehicular Directional - Small

(side a)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

(side a) (up-right arrow) Exit to Campus Loop

< Student Center Fine & Performing Arts Science Center Computer Science Bldg Deliveries Facilities

Specifications

(logo artwork) (side b) (blank) 8.02

234

VDR.3

Vehicular Directional - Small

> Exit to Campus Loop

(blank)

(logo artwork)

(side a)

(side b)

< Fine & Performing Arts Computer Science Bldg Student Ctr Deliveries

(blank) 8.02

235

VDR.3

Vehicular Directional - Small

> Deliveries

^ Student Center Science Center Deliveries Facilities

(logo artwork) (side b) (blank)

(logo artwork) (side b)

8.02

236

VDR.2

Vehicular Directional - Medium 1

229

VDR.2

Vehicular Directional - Medium 1

(side a) < Student Center Science Center

(blank) 8.02

(side a)

(side a) (up-right arrow) Fine & Perf Arts Computer Sci Bldg Student Ctr Deliveries

(up-right arrow) Wellness Center Facilities

(up-left arrow) FPAC Deliveries

(side b)

(logo artwork)

(blank) (logo artwork) 8.02

237

VDR.3

Vehicular Directional - Small

(side a)

(side b) > Wellness Center

(blank) 8.02

230

VDR.2

Vehicular Directional - Medium 1

(side a) (logo artwork) > Fine & Perf Arts Computer Sci Bldg Student Ctr Deliveries

(side b) (blank) 8.02

238

VDR.3

Vehicular Directional - Small

(side a)

(logo artwork) ^ Wellness Center

(side b) (blank)

(logo artwork) 8.02

231

VDR.3

Vehicular Directional - Small

(side a) (side b) > Wellness Center Parking

(blank) 8.02

239

VDR.3

Vehicular Directional - Small

(side a)

F: 410.347.8619

Vehicular Directional - Large

T: 410.347.8500

VDR.1

B A LTIMORE, MD 21230

228

(logo artwork) (side b)

< Wellness Center

(blank) (logo artwork) (side b) (blank)

AY E RS SAINT GROSS

8.02

(side a)

(side b)

(logo artwork)

1040 HU L L STREET

^ Athletic Fields

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 5 of 38

Page 6 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

8.02

240

VDR.2

Vehicular Directional - Medium 1

QNTY.

MESSAGE (side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

8.02

246

VDR.2

Vehicular Directional - Medium 1

QNTY.

> Exit to Race Track Rd & Laurel Bowie Rd

MESSAGE

COMMENTS / INSTALLATION NOTES

8.04

(side a) < MLK Center ^ Exit to Laurel Bowie Rd

< Athletic Fields

SECTION NAME

SECTION 8 - Sign Message Schedule

(logo artwork) (logo artwork) (side b)

SHEET NAME

(blank)

Sign Message Schedule

(side b) (blank) 8.02 (side a)

242

VDR.1

Vehicular Directional - Large

PUBLIC SAFETY

(side b)

> Exit to Laurel Bowie Rd

(blank)

(logo artwork)

(side a)

(side b)

< Stadium Softball Fields

(blank) 8.02

248

VDR.2

Vehicular Directional - Medium 1

243

VDR.1

Vehicular Directional - Large

(logo artwork)

^ Exit to Laurel Bowie Rd

(side b)

(logo artwork)

(blank)

(side b) (blank)

(side a) < Track & Field

8.03

301

PRK.1

Parking Lot ID

Center for Business and Grad Studies BOWIE BIC

(logo artwork)

244

VDR.1

Vehicular Directional - Large

(side b)

COMMUTERS FACULTY / STAFF

(blank)

(accessible symbol)

(side a)

(logo artwork)

< McKeldin Gymnasium

(side b)

PUBLIC SAFETY

(parking symbol) LOT A

PARKING PERMITS

Physical Ed Complex

Center for Business and Grad Studies

^ Exit to Laurel Bowie Rd

BOWIE BIC

(logo artwork)

COMMUTERS FACULTY / STAFF

(side b)

(accessible symbol)

(blank) 8.02

245

VDR.2

Vehicular Directional - Medium 1

(side a) (parking symbol) LOT A

^ McKeldin Gymnasium Physical Ed Complex Exit to Laurel Bowie Rd

8.02

(side a) < Proctor Building

^ Track & Field McKeldin Gym Phys Ed Complex

8.02

(logo artwork)

(side a) < Administration Bldg Library ^ Exit to Laurel Bowie Rd (logo artwork) (side b) (blank)

8.03

302

PRK.1

Parking Lot ID

(side a) (parking symbol) LOT B MLK Center SERVICE USE ONLY (logo artwork) (side b) (parking symbol) LOT B MLK Center SERVICE USE ONLY (accessible symbol) (logo artwork)

Page 7 of 38

Specifications

VISITOR PARKING PERMITS

(logo artwork)

8.02

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

< (P) Visitor Parking Robinson Hall

^ McKeldin Gym Phys Ed Complex Athletic Fields

F: 410.347.8619

(side a)

T: 410.347.8500

Vehicular Directional - Small

B A LTIMORE, MD 21230

VDR.3

Vehicular Directional - Large

1040 HU L L STREET

241

VDR.1

Page 8 of 38

AY E RS SAINT GROSS

8.02

247

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.03

303

PRK.1

Parking Lot ID

(side a)

QNTY.

MESSAGE

Parking Lot ID

(side a)

305

PRK.1

Parking Lot ID

(parking symbol) LOT G

MLK Center

Proctor Building

SECTION NAME

COMMUTERS

SECTION 8 - Sign Message Schedule

(accessible symbol)

(logo artwork)

(side b)

(parking symbol) LOT C

(parking symbol) LOT G

MLK Center

Proctor Building

COMMUTERS

(accessible symbol)

(logo artwork)

(side a)

8.03

308

PRK.1

Parking Lot ID

(parking symbol) LOT G

MLK Center

Proctor Building

COMMUTERS

(accessible symbol)

(logo artwork)

(side b)

(parking symbol) LOT D

(parking symbol) LOT G

MLK Center

Proctor Building

COMMUTERS

(accessible symbol)

(side a)

McKeldin Gymnasium

COMMUTERS

PARKING PERMITS PUBLIC SAFETY

Physical Ed Complex COMMUTERS RESIDENTS FACULTY / STAFF (accessible symbol)

(parking symbol) LOT E

(logo artwork)

MLK Center

(side b)

COMMUTERS

(parking symbol) LOT J

(logo artwork) 1

Parking Lot ID

MLK Center

(accessible symbol)

Parking Lot ID

PRK.1

(parking symbol) LOT H

(side b)

PRK.1

309

(parking symbol) LOT E

(logo artwork)

306

(logo artwork) 8.03

McKeldin Gymnasium PARKING PERMITS PUBLIC SAFETY

(side a)

Physical Ed Complex

(parking symbol) LOT F

COMMUTERS RESIDENTS FACULTY / STAFF

MLK Center Admin Bldg Library

(accessible symbol) (logo artwork)

FACULTY / STAFF (accessible symbol) (logo artwork) (side b) (parking symbol) LOT F MLK Center Admin Bldg Library FACULTY / STAFF (accessible symbol)

Sign Message Schedule G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Specifications

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

(logo artwork)

Page 9 of 38

SHEET NAME

(side a)

(parking symbol) LOT D

(accessible symbol)

8.03

8.05

(parking symbol) LOT C

(logo artwork) 8.03

COMMENTS / INSTALLATION NOTES

F: 410.347.8619

DESCRIPTION

PRK.1

T: 410.347.8500

Parking Lot ID

SIGN TYPE

307

B A LTIMORE, MD 21230

PRK.1

LOCATION

8.03

1040 HU L L STREET

304

PAGE

AY E RS SAINT GROSS

8.03

COMMENTS / INSTALLATION NOTES

10.26.2017

Page 10 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.03

310

PRK.1

Parking Lot ID

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.03

313

PRK.1

Parking Lot ID

(side a)

(parking symbol) LOT H

(parking symbol) LOT L

McKeldin Gymnasium

Fine & Perf Arts Student Center Science Center

PARKING PERMITS PUBLIC SAFETY

Physical Ed Complex

Sign Message Schedule

(logo artwork)

(parking symbol) LOT L

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Fine & Perf Arts Student Center Science Center

Specifications

COMMUTERS FACULTY / STAFF

PARKING PERMITS PUBLIC SAFETY

Physical Ed Complex COMMUTERS RESIDENTS FACULTY / STAFF

(logo artwork) 8.03

314

PRK.1

Parking Lot ID

(side a) (parking symbol) LOT M

(accessible symbol)

SHEET NAME

(side b)

McKeldin Gymnasium

Parking Lot ID

SECTION 8 - Sign Message Schedule

(accessible symbol)

(parking symbol) LOT J

PRK.1

SECTION NAME

(logo artwork)

(side b)

311

8.06

COMMUTERS FACULTY / STAFF

COMMUTERS RESIDENTS FACULTY / STAFF

8.03

COMMENTS / INSTALLATION NOTES

(logo artwork)

Fine & Perf Arts Computer Sci Bldg

(side a)

FACULTY / STAFF

(parking symbol) LOT J

(accessible symbol) (logo artwork)

Track & Field (side b) FACULTY / STAFF (parking symbol) LOT M

(accessible symbol) (logo artwork)

FACULTY / STAFF (accessible symbol)

(logo artwork) 8.03

315

PRK.1

Parking Lot ID

(side a) (parking symbol) LOT N

(logo artwork) 312

PRK.1

Parking Lot ID

(side a)

Student Center Science Center

(parking symbol) LOT K

COMMUTERS FACULTY / STAFF

RESIDENTS

(accessible symbol)

(logo artwork)

(side b)

(parking symbol) LOT N

(parking symbol) LOT K

Student Center Science Center

RESIDENTS (accessible symbol)

COMMUTERS FACULTY / STAFF

(logo artwork)

(accessible symbol) (logo artwork)

AY E RS SAINT GROSS

8.03

T: 410.347.8500

(accessible symbol)

Track & Field

B A LTIMORE, MD 21230

FACULTY / STAFF (parking symbol) LOT J

1040 HU L L STREET

(side b)

F: 410.347.8619

Fine & Perf Arts Computer Sci Bldg

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 11 of 38

Page 12 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.03

316

PRK.1

Parking Lot ID

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

COMMENTS / INSTALLATION NOTES

8.04

401

MAP.3

Pedestrian Kiosk

(side a)

Replace campus map in existing sign (Map is approx. 60.5" x 34")

(parking symbol) LOT O

8.07

(campus map) (side b)

Student Center Science Center COMMUTERS FACULTY / STAFF

SECTION NAME

(blank) 8.04

402

MAP.2

Pedestrian Kiosk

(side a) (information symbol) MAP

(accessible symbol)

SECTION 8 - Sign Message Schedule

Sign is mounted in existing concrete pavers, contractor shall be responsible for paver removal and replacement and for providing power to location

SHEET NAME

(campus map)

Sign Message Schedule

(logo artwork) (side b) (side b) (information symbol) MAP (parking symbol) LOT O Student Center Science Center

317

PRK.1

Parking Lot ID

Specifications

(campus map) 8.04

8.03

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

(campus map)

403

MAP.2

Pedestrian Kiosk

(side a)

COMMUTERS FACULTY / STAFF

(information symbol) MAP

(accessible symbol)

(campus map)

(logo artwork)

(side b)

(side a)

(information symbol) MAP

(parking symbol) LOT P

(campus map)

Sign is mounted in existing concrete pavers, contractor shall be responsible for paver removal and replacement and for providing power to location

(campus map) 8.04

404

MAP.1

Pedestrian Kiosk

(information symbol) MAP

(accessible symbol)

(campus map)

(logo artwork)

(side b)

(blank)

(parking symbol) LOT P 1

(side a)

Facilities Residence Halls

(information symbol) MAP

RESIDENTS

(campus map)

(accessible symbol)

(side b)

(logo artwork)

(blank) (campus map)

(side a) (parking symbol) LOT Q

8.04

406

MAP.1

Pedestrian Kiosk

(side a) (information symbol) MAP

Residence Halls (campus map) RESIDENTS (side b) (accessible symbol) (blank) (logo artwork) (campus map) (side b) 8.04

407

MAP.1

Pedestrian Kiosk

(information symbol) MAP

Residence Halls

(campus map)

RESIDENTS

(side b)

(accessible symbol)

(blank)

(logo artwork) 8.03

319

PRK.1

Parking Lot ID

(side a)

(parking symbol) LOT Q

(side a)

(campus map) 8.04

408

MAP.1

Pedestrian Kiosk

(parking symbol) LOT R

(side a) (information symbol) MAP (campus map)

Residence Halls (side b) STAFF

F: 410.347.8619

Pedestrian Kiosk

T: 410.347.8500

Parking Lot ID

MAP.1

B A LTIMORE, MD 21230

PRK.1

405

(blank) (accessible symbol) (campus map) (logo artwork) 8.04

409

MAP.1

Pedestrian Kiosk

(side a)

(side b) (information symbol) MAP (parking symbol) LOT R

(campus map)

Residence Halls

(side b)

STAFF

(blank)

(accessible symbol)

(campus map)

(logo artwork)

Page 13 of 38

Page 14 of 38

AY E RS SAINT GROSS

318

(campus map) 8.04

8.03

(side a)

RESIDENTS

1040 HU L L STREET

Facilities Residence Halls

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.04

410

MAP.1

Pedestrian Kiosk

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.05

502

PDR.1

Pedestrian Directional

(side a)

(information symbol) MAP

COMMENTS / INSTALLATION NOTES

8.08

^ Fine & Perf Arts

(campus map) (side b)

SECTION NAME

> Robinson Hall

SECTION 8 - Sign Message Schedule

(side b) (blank) 8.05

(campus map) 8.04

411

MAP.1

Pedestrian Kiosk

502A

ADA.1

ADA Trailblazer

(side a)

SHEET NAME

(accessible symbol) Accessible Route

(side a)

Sign Message Schedule

(information symbol) MAP (campus map)

< Robinson Hall

(side b)

(blank)

(blank) 8.05

(campus map) 8.04

412

MAP.1

Pedestrian Kiosk

503

PDR.1

Pedestrian Directional

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Specifications

(side a) ^ Robinson Hall Computer Sci Bldg Library Admin Bldg MLK Center Center for Bus & Grad Studies

(side a) (information symbol) MAP (campus map) (side b) (blank)

(side b) (campus map) 8.04

413

MAP.2

Pedestrian Kiosk

(side a) (information symbol) MAP

Sign is mounted in new concrete pad area, contractor shall be responsible for new concrete pad area and for providing power to location.

^ Fine & Perf Arts 8.05

504

PDR.1

Pedestrian Directional

(side a) ^ Fine & Perf Arts

(campus map) Pad area is approx. 7'-6" x 9'-0" (side b)

(side b)

Pedestrian Map

(side a) (up-left arrow) Center for Bus & Grad Studies

(information symbol) MAP (campus map) 8.05

504A

ADA.1

Pedestrian Directional

(side a)

(side b) (accessible symbol) Accessible Route

(blank)

< Robinson Hall

(campus map) 8.04

415

MAP.1

Pedestrian Kiosk

(side a) (side b) (information symbol) MAP (blank) (campus map) 8.05

505

PDR.1

Pedestrian Directional

(side a)

(side b) > Robinson Hall Fine & Perf Arts

(blank) (campus map) 8.04

416

MAP.1

Pedestrian Kiosk

^ Library Student Center Science Center Athletics

(side a) (information symbol) MAP (campus map)

(side b) (side b) < Robinson Hall Fine & Perf Arts

(blank) (campus map) 8.05

501

PDR.1

Pedestrian Directional

^ Admin Bldg MLK Center Center for Bus & Grad Studies

(side a) > Computer Sci Bldg Library Admin Bldg

8.05

505A

ADA.1

ADA Trailblazer

(side a)

< Center for Bus & Grad Studies MLK Center

(accessible symbol) Accessible Route

(side b)

^ Robinson Hall

(blank)

T: 410.347.8500

MAP.1

B A LTIMORE, MD 21230

414

1040 HU L L STREET

(campus map) 8.04

AY E RS SAINT GROSS

(up-right arrow) Computer Sci Bldg Library Admin Bldg MLK Center

(campus map)

F: 410.347.8619

(information symbol) MAP

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 15 of 38

Page 16 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.05

505B

ADA.1

ADA Trailblazer

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.05

510

PDR.1

Pedestrian Directional

(side a)

506

PDR.1

Pedestrian Directional

^ MARC Station

(side b)

SECTION NAME

(side b)

^ MLK Center (accessible symbol) Center for Business & Graduate Studies Robinson Hall Fine & Perf Arts Computer Sci Bldg

SECTION 8 - Sign Message Schedule

(side a) ^ Admin Bldg MLK Center Center for Bus & Grad Studies Robinson Hall Fine & Perf Arts

8.05

506A

ADA.1

ADA Trailblazer

8.09

(accessible symbol) Accessible Route

(blank) 8.05

COMMENTS / INSTALLATION NOTES

8.05

511

PDR.1

Pedestrian Directional

Sign Message Schedule

(side a)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

^ Bowie State University

(side b)

(up-left arrow) Student Center Science Center McKeldin Gym Phys Ed Complex Athletic Fields

^ MARC Station

(side a)

SHEET NAME

8.05

512

PDR.1

Pedestrian Directional

Specifications

(side a) > MLK Center (accessible symbol) Proctor Building Admin Bldg Library Computer Sci Bldg Student Center Science Center Athletics

Locate in field

(accessible symbol) Accessible Route ^ (side b)

(side b) (blank) ^ MARC Station

(side a) < Library Computer Sci Bldg Robinson Hall Fine & Perf Arts

8.05

513

PDR.1

Pedestrian Directional

^ Proctor Building Admin Bldg Library Science Center Student Center McKeldin Gym Phys Ed Complex Athletic Fields

^ Center for Bus & Grad Studies (side b) > Library Science Center Computer Sci Bldg Robinson Hall

(side b) > MARC Station ^ MLK Center Center for Bus & Grad Studies Computer Sci Bldg Robinson Hall

^ Proctor Building Athletics 8.05

508

PDR.1

Pedestrian Directional

(side a) > MLK Center Admin Bldg Library Computer Sci Bldg Athletics

(side a)

8.05

514

PDR.1

Pedestrian Directional

(side a) > Public Safety < MLK Center Center for Bus & Grad Studies MARC Station

^ MARC Station (side b)

(side b) (up-right arrow) Robinson Hall Fine & Perf Arts

^ Proctor Building Admin Bldg Library Science Center Student Center McKeldin Gym Phys Ed Complex Athletic Fields

< MLK Center (accessible symbol) Admin Bldg Library Computer Sci Bldg 8.05

509

PDR.1

Pedestrian Directional

(side a) 8.05 ^ MLK Center (accessible symbol) Admin Bldg Library Center for Business & Graduate Studies Computer Sci Bldg Student Center Robinson Hall

514A

ADA.1

ADA Trailblazer

(side a) (accessible symbol) Accessible Route ^ Admin Bldg (side b) (blank)

(side b) > MARC Station

F: 410.347.8619

T: 410.347.8500

Pedestrian Directional

B A LTIMORE, MD 21230

PDR.1

1040 HU L L STREET

507

AY E RS SAINT GROSS

8.05

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 17 of 38

Page 18 of 38

QNTY.

MESSAGE

Pedestrian Directional

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.05

522

PDR.1

Pedestrian Directional

(side a)

^ McKeldin Gym Phys Ed Complex Athletic Fields

517

PDR.1

Pedestrian Directional

8.05

523

PDR.1

Pedestrian Directional

PDR.1

Pedestrian Directional

< Student Center Science Center Library Athletics ^ Fine & Perf Arts 8.05

524

PDR.1

Pedestrian Directional

(up-left arrow) Fine & Perf Arts Robinson Hall (side b) ^ Student Center Science Center McKeldin Gym Phys Ed Complex Athletic Fields

(blank) Pedestrian Directional

(side a) (up-left arrow) Fine & Perf Arts Robinson Hall

8.05

525

PDR.1

Pedestrian Directional

520

PDR.1

Pedestrian Directional

(side b)

< Library Computer Sci Bldg Fine & Perf Arts

(blank)

(side b)

(side b) > Student Center Science Center Athletics ^ Computer Sci Bldg Library Admin Bldg 521

PDR.1

Pedestrian Directional

(blank)

(side a) >

8.05

(side a) ^ Science Center Admin Bldg Proctor Building

^ Student Center Science Center Computer Sci Bldg Library

8.05

(side a) (up-right arrow) Admin Bldg MLK Center Center for Bus & Grad Studies

(side a)

(side b)

PDR.1

(side a) > Fine & Perf Arts Robinson Hall

Specifications

(side b)

^ Student Center Science Center Computer Sci Bldg Library

519

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

(up-left arrow) Admin Bldg MLK Center

< Fine & Perf Arts Robinson Hall

8.05

Sign Message Schedule

(side a) > Student Center Science Center Library Athletics

(side b)

518

SHEET NAME

> Robinson Hall

^ McKeldin Gym Phys Ed Complex Track & Field Bulldog Stadium Softball Field Tennis Courts Basketball Courts

8.05

SECTION 8 - Sign Message Schedule

(side b)

(side a)

^ Proctor Building Admin Bldg Library Computer Sci Bldg Robinson Hall Fine & Perf Arts MLK Center

SECTION NAME

8.05

526

PDR.1

Pedestrian Directional

(side a) > Admin Bldg Proctor Building MLK Center ^ Library Computer Sci Bldg Fine & Perf Arts (side b) ^ McKeldin Gym Phys Ed Complex Athletic Fields

AY E RS SAINT GROSS

8.05

8.10

^ Student Center Computer Sci Bldg Library Admin Building Science Center Proctor Building

(side b) (up-left arrow) Admin Bldg Library Computer Sci Bldg Robinson Hall Fine & Perf Arts MLK Center Center for Bus & Grad Studies

COMMENTS / INSTALLATION NOTES

F: 410.347.8619

DESCRIPTION

PDR.1

T: 410.347.8500

SIGN TYPE

515

B A LTIMORE, MD 21230

LOCATION

8.05

1040 HU L L STREET

PAGE

(side b) < Fine & Perf Arts ^ Science Center Computer Sci Bldg Library Admin Bldg

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 19 of 38

Page 20 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.05

527

PDR.1

Pedestrian Directional

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.05

533

PDR.1

Pedestrian Directional

(side a)

> McKeldin Gym Phys Ed Complex Athletic Fields

8.05

528

PDR.1

Pedestrian Directional

^ Proctor Building

> Science Center Student Center Library Computer Sci Bldg Fine & Perf Arts Robinson Hall

(side b)

> Student Center Library Computer Sci Bldg Fine & Perf Arts Robinson Hall

^ McKeldin Gym Phys Ed Complex Track & Field Bulldog Stadium Softball Field Tennis Counrts Basketball Courts

(side a) > Wellness Center

8.05

534

PDR.1

Pedestrian Directional

COMMENTS / INSTALLATION NOTES

8.11 SECTION NAME

SECTION 8 - Sign Message Schedule SHEET NAME

Sign Message Schedule G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Specifications

(side a) < Bulldog Stadium Softball Field Track & Field Tennis Courts Basketball Court

^ McKeldin Gym Phys Ed Complex Athletic Fields (side b) < Wellness Center

(side b) ^ McKeldin Gym Phys Ed Complex Proctor Building Library Admin Building

^ Student Center Library Computer Sci Bldg Fine & Perf Arts (side a)

8.05

535

PDR.1

Pedestrian Directional

> Tennis Courts Basketball Courts

> Science Center Library Proctor Building Admin Bldg

^ Bulldog Stadium Softball Field

^ Student Center Computer Sci Building

(side b) > Phys Ed Complex

(side b) < Science Center Library Proctor Building Admin Bldg

< Tennis Courts Basketball Courts ^ Student Center 8.05

531

PDR.1

Pedestrian Directional

^ McKeldin Gym

(side a) 8.05

536

PDR.1

Pedestrian Directional

^ Bulldog Stadium Softball Field

532

PDR.1

Pedestrian Directional

(side a) (up-right arrow) Proctor Building Admin Bldg MLK Center

(side b)

8.05

(side a)

^ Track & Field Tennis Courts Basketball Courts Phys Ed Complex Student Center

(up-left arrow) Science Center Library Student Center

(side a)

> Wellness Center

(side b)

^ Track & Field Tennis Courts Basketball Courts Phys Ed Complex Student Center

^ McKeldin Gym Phys Ed Complex Athletic Fields 8.05

537

PDR.1

Pedestrian Directional

(side a)

(side b) ^ Bulldog Stadium Softball Field

(up-right arrow) McKeldin Gym Phys Ed Complex Athletic Fields (up-left arrow) Proctor Building Admin Bldg MLK Center (side b) (up-right arrow) Student Center Library Computer Sci Bldg Fine & Perf Arts

F: 410.347.8619

T: 410.347.8500

Pedestrian Directional

B A LTIMORE, MD 21230

PDR.1

1040 HU L L STREET

529

AY E RS SAINT GROSS

8.05

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 21 of 38

Page 22 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.05

538

PDR.1

Pedestrian Directional

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

603

BLD.1

Building ID (primary)

(side a)

(up-right arrow) Library

COMMENTS / INSTALLATION NOTES

8.12

Computer Science Building

^ Proctor Building Admin Bldg MLK Center Center for Bus & Grad Studies

SECTION NAME

SECTION 8 - Sign Message Schedule

(accessible symbol) (logo artwork)

(side b)

^ McKeldin Gym Phys Ed Complex Athletic Fields

Computer Science Building

SHEET NAME

Sign Message Schedule G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

5 8.05

539

PDR.1

Pedestrian Directional

Specifications

(side a) (accessible symbol) > MLK Center Center for Bus & Grad Studies

(logo artwork) 8.06

604

BLD.1

Building ID (primary)

(side a)

Sign is mounted in concrete

Computer Science Building

< Library Science Center Student Center

5 (side b) (accessible symbol) (up-right arrow) Science Center

(logo artwork)

^ McKeldin Gym Phys Ed Complex Athletic Fields

(side b) (blank) 8.06

606

BLD.1

Building ID (primary)

(side a)

(side a) Thurgood Marshall Library

> Computer Sci Building Robinson Hall Fine & Perf Arts

23 (accessible symbol)

(up-left arrow) Science Center Student Center Athletics

(logo artwork) (side b)

(side b) Thurgood Marshall Library

(up-right arrow) Proctor Building McKeldin Gym Phys Ed Complex

23 (accessible symbol)

^ MLK Center MARC Station 8.05

541

PDR.1

Pedestrian Directional

(side a)

(logo artwork) 8.06

607

BLD.1

Building ID (primary)

> McKeldin Gym Phys Ed Complex Athletics

(side a) Thurgood Marshall Library 23

< Admin Bldg Proctor Bldg MLK Center

(accessible symbol) (logo artwork)

(side b)

< McKeldin Gym Phys Ed Complex Athletics

Thurgood Marshall Library 23

(up-right arrow) Student Center Computer Sci Bldg Fine & Perf Arts 8.06

601

BLD.1

Building ID (primary)

(side a) Charlotte Robinson Hall

(accessible symbol) (logo artwork) 8.06

609

BLD.1

Building ID (primary)

(side a) William E. Henry Administration Building

VISITOR PERMITS PUBLIC SAFETY

(logo artwork)

(accessible symbol)

(side b)

(logo artwork) (side b)

William E. Henry Administration Building

(blank)

21 ^ (accessible symbol) (logo artwork)

Page 23 of 38

Page 24 of 38

F: 410.347.8619

T: 410.347.8500

Pedestrian Directional

B A LTIMORE, MD 21230

PDR.1

1040 HU L L STREET

540

AY E RS SAINT GROSS

8.05

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

610

BLD.1

Building ID (primary)

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

615

BLD.1

Building ID (primary)

(side a)

COMMENTS / INSTALLATION NOTES

8.13

William E. Henry Administration Building

Center for Business and Graduate Studies

BOWIE BIC

^ (accessible symbol)

(logo artwork)

(accessible symbol)

(side b)

(logo artwork)

William E. Henry Administration Building

(side b)

Sign Message Schedule

Center for Business & Graduate Studies

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

BOWIE BIC

Specifications

SECTION NAME

SECTION 8 - Sign Message Schedule SHEET NAME

21 (logo artwork) 24 8.06

611

BLD.1

Building ID (primary)

(side a) (accessible symbol) Martin Luther King Jr. Communication Arts Center

(logo artwork) 8.06

616

BLD.1

Building ID (primary)

8.06

613

BLD.1

Building ID (primary)

(side a)

(accessible symbol)

Center for Business and Graduate Studies

(logo artwork)

BOWIE BIC

(side b)

(blank)

(accessible symbol)

(side a)

(logo artwork)

Martin Luther King Jr. Communication Arts Center

(side b)

Center for Business and Graduate Studies

16 BOWIE BIC

614

BLD.1

Building ID (primary)

617

BLD.1

Building ID (primary)

(side a)

James E. Proctor Jr. Building

(logo artwork)

(side a)

(accessible symbol)

Martin Luther King Jr. Communication Arts Center

(logo artwork) (side b) James E. Proctor Jr. Building

16 ^ (accessible symbol)

2 (logo artwork) (accessible symbol) (side b) (logo artwork) Martin Luther King Jr. Communication Arts Center

8.06

618

BLD.1

Building ID (primary)

(side a)

James E. Proctor Jr. Building

(logo artwork)

2 (accessible symbol) (logo artwork) (side b) (blank)

T: 410.347.8500

8.06

B A LTIMORE, MD 21230

(logo artwork) Martin Luther King Jr. Communication Arts Center

1040 HU L L STREET

(accessible symbol) (side b)

AY E RS SAINT GROSS

24 (logo artwork)

F: 410.347.8619

^ (accessible symbol)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 25 of 38

Page 26 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

619

BLD.2

Building ID (secondary)

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

624

BLD.1

Building ID (primary)

(side a)

COMMENTS / INSTALLATION NOTES

8.14

Harriet Tubman Residence Hall

Bulldog Football Stadium

SECTION NAME

(logo artwork)

SECTION 8 - Sign Message Schedule

(side b)

(accessible symbol)

Harriet Tubman Residence Hall

(side b)

SHEET NAME

(blank)

Sign Message Schedule

11 8.06

625

BLD.2

Building ID (secondary)

(side a)

(logo artwork) 8.06

620

BLD.2

Building ID (secondary)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Goodloe Apartments

(side a) Harriet Tubman Residence Hall

Specifications

9 (logo artwork)

11 (side b) (logo artwork) (blank) (side b) 8.06

8.06

621

BLD.1

Building ID (primary)

626

BLD.1

Building ID (primary)

(side a)

Harriet Tubman Residence Hall

Student Center

(logo artwork)

(accessible symbol)

(side a)

(logo artwork)

Theodore McKeldin Gymnasium

(side b)

PUBLIC SAFETY

Sign is mounted in concrete

(blank) 8.06

627

BLD.1

Building ID (primary)

(side a)

PARKING PERMITS

Student Center

CONFERENCE CENTER

(accessible symbol)

PARKING PERMITS

8.06

622

BLD.1

Building ID (primary)

8.06

628

BLD.1

Building ID (primary)

(side a)

Student Center

(accessible symbol)

(logo artwork)

(accessible symbol)

(side a) (logo artwork) Theodore McKeldin Gymnasium

(side b) (blank)

PUBLIC SAFETY

8.06

629

BLD.1

Building ID (primary)

(side a)

19 Fine & Performing Arts Center

(accessible symbol) (logo artwork)

25 (side b) (accessible symbol) (blank) (logo artwork) 8.06

623

BLD.1

Building ID (ground)

(side a) (side b) Leonidas S. James Physical Education Complex

(blank) 8.06

630

BLD.1

Building ID (primary)

(side a)

(accessible symbol)

Fine & Performing Arts Center

(logo artwork)

(side b)

(accessible symbol)

(blank)

(logo artwork)

(side b) (blank)

Sign is mounted in concrete

T: 410.347.8500

(blank)

PUBLIC SAFETY

B A LTIMORE, MD 21230

(side b)

1040 HU L L STREET

(logo artwork)

Theodore McKeldin Gymnasium

AY E RS SAINT GROSS

(accessible symbol)

(side b)

F: 410.347.8619

(logo artwork)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 27 of 38

Page 28 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

631

BLD.1

Building ID (primary)

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

635A

BLD.2

Building ID (secondary)

(side a)

Facilities Building

COMMENTS / INSTALLATION NOTES

8.15

Alex Haley Residence Hall

MAILROOM DELIVERIES

SECTION NAME

(accessible symbol)

SECTION 8 - Sign Message Schedule

(logo artwork)

(side b)

SHEET NAME

(side b)

Alex Haley Residence Hall

Sign Message Schedule

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

(blank) 8.06

632

BLD.2

Building ID (secondary)

(side a) (accessible symbol) Christa McAuliffe Residential Community

Specifications

(logo artwork) 8.06

636

BLD.2

Building ID (secondary)

(side a) Towers Residence Hall

17 (logo artwork)

20 (side b) (accessible symbol) Christa McAuliffe Residential Community

(logo artwork) (side b) Towers Residence Hall

17 (logo artwork)

20 8.06

633

BLD.2

Building ID (secondary)

(side a) (accessible symbol) Christa McAuliffe Residential Community

(logo artwork) 8.06

637

BLD.2

Building ID (secondary)

(side a) Towers Residence Hall

Towers Residence Hall

17 20 (accessible symbol) (accessible symbol) (logo artwork) (logo artwork) 8.06

634

BLD.2

Building ID (secondary)

(side a) 8.06

638

BLD.2

Building ID (secondary)

Christa McAuliffe Residential Community

(side a) Dwight Holmes Residence Hall 6

WELLNESS CENTER

(logo artwork) 17 (side b) (accessible symbol) (logo artwork)

Dwight Holmes Residence Hall

(side b)

(blank) 8.06

635

BLD.2

Building ID (secondary)

(side a)

(logo artwork) 8.06

639

BLD.2

Building ID (secondary)

(side a)

Alex Haley Residence Hall

Dwight Holmes Residence Hall

(accessible symbol)

(logo artwork)

(side b)

Dwight Holmes Residence Hall

Alex Haley Residence Hall

(logo artwork)

(accessible symbol) (logo artwork)

T: 410.347.8500

(side b)

B A LTIMORE, MD 21230

(logo artwork) Christa McAuliffe Residential Community

1040 HU L L STREET

(accessible symbol) (side b)

AY E RS SAINT GROSS

20 (logo artwork)

F: 410.347.8619

(accessible symbol)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 29 of 38

Page 30 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

640

BLD.2

Building ID (small ground)

(side a)

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.06

646

BLD.1

Building ID (primary)

(side a)

COMMENTS / INSTALLATION NOTES

8.16

Lucretia Kennard Residence Hall

Goodloe Alumni House

ALUMNI RELATIONS

SECTION NAME

(logo artwork)

SECTION 8 - Sign Message Schedule

(side b)

(accessible symbol)

Lucretia Kennard Residence Hall

(logo artwork)

SHEET NAME

(side b)

Sign Message Schedule

13 (blank) ^ (accessible symbol) 8.06

(logo artwork) Building ID (secondary)

(side a)

8.06

Charlotte Robinson Hall

(accessible symbol)

(logo artwork)

8.06

651

652

BLD.3

Building ID (wall mounted)

(side b) Lucretia Kennard Residence Hall

(accessible symbol) 8.06

(accessible symbol)

653

BLD.3

Building ID (wall mounted)

(logo artwork) BLD.2

Building ID (secondary)

(side a)

(accessible symbol) 8.06

654

BLD.3

Building ID (wall mounted)

8.06

655

BLD.3

Building ID (wall mounted)

(side b)

8.06

643

BLD.1

Building ID (primary)

William E. Henry Administration Building 21

(TBD) (logo artwork)

Computer Science Building 5

Verify message

(TBD) (logo artwork)

Charlotte Robinson Hall 4

642

Specifications

Lucretia Kennard Residence Hall

8.06

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Charlotte Robinson Hall

(side a)

F: 410.347.8619

BLD.2

Building ID (wall mounted)

Theodore McKeldin Gymnasium PUBLIC SAFETY

Leonidas S. James Physical Education Complex

19 (accessible symbol) 8.06

656

BLD.3

Building ID (wall mounted)

(accessible symbol)

(side b) 8.06

657

BLD.3

Building ID (wall mounted)

8.06

658

BLD.3

Building ID (wall mounted)

^ Deliveries

8.06

659

BLD.3

Building ID (wall mounted)

Field House

8.07

701

LTR.12

Building ID (façade)

Charlotte B. Robinson Hall

(side a)

8.07

702

LTR.18

Building ID (façade)

Computer Science Building

James E. Proctor Jr. Building

8.07

703

LTR.18

Building ID (façade)

Computer Science Building

8.07

704

LTR.18

Building ID (façade)

Thurgood Marshall Library

8.07

705

LTR.18

Building ID (façade)

Thurgood Marshall Library

(accessible symbol)

8.07

706

LTR.18

Building ID (façade)

Thurgood Marshall Library

(logo artwork)

8.07

707

LTR.18A

Building ID (façade)

William E. Henry Adminstration Building

Alternate color

(side b)

8.07

708

LTR.18A

Building ID (façade)

Alternate color

James E. Proctor Jr. Building

William E. Henry Adminstration Building

8.07

709

LTR.18A

Building ID (façade)

William E. Henry Adminstration Building

Alternate color

8.07

710

LTR.18A

Building ID (façade)

Martin Luther King Jr. Communication Arts Center

Alternate color

8.07

711

LTR.18

Building ID (façade)

Center for Business & Graduate Studies

8.07

712

LTR.18R

Building ID (façade)

James E. Proctor Jr. Building

8.07

713

LTR.18R

Building ID (façade)

James E. Proctor Jr. Building

BLD.1

Building ID (primary)

(side a) Softball Field

(logo artwork) (side b) (blank) 8.06

645

BLD.1

Building ID (primary)

2 (accessible symbol) (logo artwork)

Page 31 of 38

Facilities Building

Page 32 of 38

Sign mounts to fence, contractor shall provide mounting detail

1040 HU L L STREET

(blank) 644

Fine & Performing Arts Center - FPAC 25

(logo artwork)

8.06

T: 410.347.8500

PARKING PERMITS

B A LTIMORE, MD 21230

641

BLD.3

Remove existing letters and reuse with correct letter spacing Remove existing letters and reuse with correct letter spacing

AY E RS SAINT GROSS

8.06

650

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.07

714

LTR.12

Building ID (façade)

Theodore McKeldin Gymnasium

COMMENTS / INSTALLATION NOTES

8.07

715

LTR.18I

Building ID (façade)

Leonidas S. James Physical Education Complex

Back-lite letters

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

COMMENTS / INSTALLATION NOTES

8.08

805

PRK.2

Reserved Parking ID

(side a)

Locate in field

8.17

RESERVED Dean Graduate Studies

8.07

716

LTR.12

Building ID (façade)

Leonidas S. James Physical Education Complex

Mounts to slate façade, studs shall not fall on slate tiles - grout lines only

8.07

717

LTR.18I

Building ID (façade)

Leonidas S. James Physical Education Complex

Back-lite letters

8.07

718

LTR.30I

Building ID (façade)

Fine & Performing Arts Center

Back-lite letters, use alternate color

8.07

719

LTR.30I

Building ID (façade)

Fine & Performing Arts Center

Back-lite letters, use alternate color

8.07

720

LTR.24I

Building ID (façade)

Fine & Performing Arts Center

Back-lite letters, use alternate color

8.07

721

LTR.18

Building ID (façade)

Charlotte B. Robinson Hall

8.07

722

LTR.12A

Building ID (façade)

Martin Luther King Jr. Communication Arts Center

8.07

723

LTR.9

Building ID (façade)

Theodore McKeldin Gymnasium

8.07

724

LTR.18

Building ID (façade)

Student Center

8.07

725

LTR.18

Building ID (façade)

Facilities Management

8.07

726

LTR.24

Building ID (façade)

Computer Science Building

8.07

727

LTR.18A

Building ID (façade)

Martin Luther King Jr. Communication Arts Center

8.07

728

LTR.18

Building ID (façade)

Center for Business & Graduate Studies

8.07

729

LTR.18

Building ID (façade)

Facilities Management

8.07

730

LTR.12

Building ID (façade)

Center for Business & Graduate Studies

Mounts to canopy, concealed raceway required

RESERVED

8.08

801

PRK.2

Reserved Parking ID

(side a)

Locate in field

Staff Council

SECTION NAME

SECTION 8 - Sign Message Schedule

(side b) RESERVED

SHEET NAME

Dean Graduate Studies 8.08

806

PRK.2

Reserved Parking ID

(side a)

Sign Message Schedule Locate in field

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

RESERVED

Specifications

Dean School of Business (side b) RESERVED Dean School of Business 8.08

807

PRK.2

Reserved Parking ID

(side a)

Locate in field

RESERVED Alternate color Staff Council (side b)

RESERVED

8.08

808

PRK.2

Reserved Parking ID

Director Maryland Center

(side b)

Director Maryland Center

RESERVED

(side a)

VP Admin & Finanace Message TBD

8.08

809

PRK.2

Reserved Parking ID

RESERVED 24 HOURS

PRK.2

Reserved Parking ID

(side a)

(side b) RESERVED

Locate in field

VP Student Affairs

RESERVED President

8.08

810

PRK.2

Reserved Parking ID

(side b)

PRK.2

Reserved Parking ID

(side a)

Locate in field

(side b)

RESERVED Director University Relations (side b) RESERVED Director University Relations

Locate in field

VP Institutional Advancement

President 804

(side a) RESERVED

RESERVED

8.08

Locate in field

VP Student Affairs

RESERVED 24 HOURS 803

(side a) RESERVED

(side b)

8.08

F: 410.347.8619

RESERVED

VP Institutional Advancement 8.08

811

PRK.2

Reserved Parking ID

(side a) RESERVED Executive VP & General Counsel (side b) Executive VP & General Counsel

Locate in field

T: 410.347.8500

Reserved Parking ID

VP Admin & Finanace

B A LTIMORE, MD 21230

PRK.2

(side b)

1040 HU L L STREET

802

Locate in field

RESERVED

AY E RS SAINT GROSS

8.08

(side a)

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 33 of 38

Page 34 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

COMMENTS / INSTALLATION NOTES

8.08

812

PRK.2

Reserved Parking ID

(side a)

Locate in field

8.08

819

PRK.2

Reserved Parking ID

(side a)

Locate in field

RESERVED

VP / Provost Academic Affairs

Band Director

8.18 SECTION NAME

(side b)

SECTION 8 - Sign Message Schedule

(side b) RESERVED RESERVED

(side a)

RESERVED VP IT

RESERVED 8.08

Chair Faculty Senate Reserved Parking ID

(side a)

821

PRK.2

Reserved Parking ID

Dean Professional Studies

(side b)

Chair Computer Science

RESERVED

8.08

Dean Professional Studies PRK.2

Reserved Parking ID

(side a)

Locate in field

Chair Computer Science

Locate in field

RESERVED

815

(side a) RESERVED

RESERVED

8.08

Specifications

(side b)

PRK.2

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

VP Information & Tech

Chair Faculty Senate

814

822

PRK.2

Reserved Parking ID

(side a)

Locate in field

RESERVED Chair Natural Science

Locate in field

RESERVED Dean Education

(side b) RESERVED

(side b) Chair Natural Science

RESERVED Dean Education 8.08

816

PRK.2

Reserved Parking ID

(side a)

8.08

823

PRK.2

Reserved Parking ID

(side b)

RESERVED

Dean Arts & Science

SR Women Athletic Administrator PRK.2

Reserved Parking ID

(side a)

8.08

824

PRK.2

Reserved Parking ID

PRK.2

Reserved Parking ID

Athletic Director

(side b)

RESERVED

Maintenance Director

(side a) (blank)

Locate in field

Maintenance Director

Athletic Director 818

(side a) RESERVED

Locate in field

RESERVED

8.08

Locate in field

Dean Arts & Science

SR Women Athletic Administrator

817

(side a) RESERVED

Locate in field

RESERVED

8.08

Sign Message Schedule

Locate in field

RESERVED

Locate in field

RESERVED

8.08

(side a)

F: 410.347.8619

Reserved Parking ID

8.08 Message TBD

825

PRK.2

Reserved Parking ID

(side a)

Locate in field

T: 410.347.8500

Reserved Parking ID

PRK.2

B A LTIMORE, MD 21230

PRK.2

820

1040 HU L L STREET

813

8.08

RESERVED Procurement Director

(side b) (side b) (blank) RESERVED Procurement Director

AY E RS SAINT GROSS

8.08

SHEET NAME

Band Director

VP / Provost Academic Affairs

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Page 35 of 38

Page 36 of 38

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

COMMENTS / INSTALLATION NOTES

PAGE

LOCATION

SIGN TYPE

DESCRIPTION

QNTY.

MESSAGE

8.08

826

PRK.2

Reserved Parking ID

(side a)

Locate in field

8.09

907

STR.1

Street ID Sign

(panel a - both sides)

RESERVED

HENRY WAY

Wellness Director / DR

(panel b - both sides)

COMMENTS / INSTALLATION NOTES

8.19 SECTION NAME

ROBINSON CIRCLE (side b) RESERVED Wellness Director / DR 8.08

827

PRK.2

Reserved Parking ID

(side a)

Message TBD

N/A

varies

PRK.3

Reserved Parking ID

(painted number)

Painted number and graphic on asphalt (sign type still in development)

8.10

varies

N/A

Sign Demolition

N/A

All Components Including Foundation

8.10

varies

N/A

Lettering Demolition

N/A

All Components Including Patch and Repair

SECTION 8 - Sign Message Schedule SHEET NAME

Sign Message Schedule

(blank)

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

(side b)

Specifications

(blank) 8.08

828

PRK.2

Reserved Parking ID

(side a)

Message TBD

(blank) (side b) (blank) 8.08

829

PRK.2

Reserved Parking ID

(side a)

Locate in field

RESERVED Campus Police (side b) RESERVED Campus Police 8.08

830

PRK.2

Reserved Parking ID

(side a)

Locate in field

RESERVED

F: 410.347.8619

Director Public Safety (side b) RESERVED

8.09

901

STR.1

Street ID Sign

(panel a - both sides)

T: 410.347.8500

Director Public Safety Coordinate with removal of existing sign

JERICHO PARK ROAD (panel b - both sides) HENRY WAY 902

STR.1

Street ID Sign

(panel a - both sides)

Coordinate with removal of existing sign

B A LTIMORE, MD 21230

8.09

HENRY WAY (panel b - both sides) HENRY CIRCLE 8.09

903

STR.1

Street ID Sign

(panel a - both sides)

Coordinate with removal of existing sign

W. LOOP ROAD (panel b - both sides)

904

STR.1

Street ID Sign

(panel a - both sides)

1040 HU L L STREET

ARENA DRIVE 8.09

Coordinate with removal of existing sign

W. LOOP ROAD (panel b - both sides) STADIUM DRIVE 905

STR.1

Street ID Sign

(panel a - both sides)

Coordinate with removal of existing sign

AY E RS SAINT GROSS

8.09

JERICHO PARK ROAD (panel b - both sides) E. LOOP ROAD 8.09

906

STR.1

Street ID Sign

(panel a - both sides)

Coordinate with removal of existing sign

E. LOOP ROAD (panel b - both sides)

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

CAMPUS DRIVE

Page 37 of 38

PROJECT NAME

10.26.2017

Page 38 of 38

SECTION 9 Photo-Renderings Location 701

Charlotte Robinson Hall

9.01

Location 702

Charlotte Robinson Hall

9.02

Location 703

Computer Science Building

9.03

Location 704

Computer Science Building

9.04

Location 705

Computer Science Building

9.05

Location 706

Thurgood Marshall Library

9.06

Location 707

Thurgood Marshall Library

9.07

Location 708

Thurgood Marshall Library

9.08

Location 709

William E. Henry Admin Building

9.09

Location 710

William E. Henry Admin Building

9.10

Location 711

William E. Henry Admin Building

9.11

Location 712

Martin Luther King Jr. Center

9.12

Location 713

Martin Luther King Jr. Center

9.13

Location 714

Martin Luther King Jr. Center

9.14

Location 715

Center for Bus and Grad Studies

9.15

Location 716

Center for Bus and Grad Studies

9.16

Location 717

James E. Proctor Jr. Building

9.17

Location 718

James E. Proctor Jr. Building

9.18

Location 719

Theodore McKeldin Gymnasium

9.19

Location 720

Theodore McKeldin Gymnasium

9.20

Location 721

Physical Ed Complex

9.21

Location 722

Physical Ed Complex

9.22

Location 723

Physical Ed Complex

9.23

Location 724

Fine & Performing Arts - FPAC

9.24

Location 725

Fine & Performing Arts - FPAC

9.25

Location 726

Fine & Performing Arts - FPAC

9.26

Location 727

Facilities Management Building

9.27

Location 728

Dwight Holmes Resident Hall

9.28

Location 729

Facilities Management Building

9.29

Location 730

Center for Bus and Grad Studies

9.30

Robinson Hall

9.01

SECTION NAME

Upper Case:

12”

Lower Case: Row Spacing:

9” SHEET NAME 9”

Notes:

- Location

SECTION 9 - Photo-Renderings

701 Charlotte B. Robinson Hall - 12” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

701 ALIGN TOP EDGES

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

EQ.

UPPER CARE LETTERS WITH MIN. 3 THREADS REQUIRED I, J, L, V UPPER CASE LETTERS WITH MIN. 4 THREADS REQUIRED A, B, C, D, F, O, P, S, T, U, Y UPPER CASE LETTERS WITH MIN. 5 THREADS REQUIRED E, G, H, K, M, N, Q, R, W, X, Z LOWER CASE LETTERS WITH MIN. 2 THREADS REQUIRED i (2 each component), j (dot only) LOWER CASE LETTERS WITH MIN. 3 THREADS REQUIRED j (letter ony), l, r, t, v LOWER CASE LETTERS WITH MIN. 4 THREADS REQUIRED a, b, c, d, e, f, g, h, k, n, o, p, q, s, u, x, y, z LOWER CASE LETTERS WITH MIN. 5 THREADS REQUIRED m, w

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Computer Science

9.02

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

702 Computer Science Building - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

702 ALIGN

3’

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor. UPPER CARE LETTERS WITH MIN. 3 THREADS REQUIRED I, J, L, V UPPER CASE LETTERS WITH MIN. 4 THREADS REQUIRED A, B, C, D, F, O, P, S, T, U, Y UPPER CASE LETTERS WITH MIN. 5 THREADS REQUIRED E, G, H, K, M, N, Q, R, W, X, Z LOWER CASE LETTERS WITH MIN. 2 THREADS REQUIRED i (2 each component), j (dot only) LOWER CASE LETTERS WITH MIN. 3 THREADS REQUIRED j (letter ony), l, r, t, v LOWER CASE LETTERS WITH MIN. 4 THREADS REQUIRED a, b, c, d, e, f, g, h, k, n, o, p, q, s, u, x, y, z LOWER CASE LETTERS WITH MIN. 5 THREADS REQUIRED m, w

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Computer Science

9.03

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

703 Computer Science Building - 18” Tall

EQ.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

703

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.04

Library

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

704 Thurgood Marshall Library - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

704

2’ - 6”

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.05

Library 18”

Lower Case:

12”

Row Spacing:

-”

Notes:

SECTION 9 - Photo-Renderings SHEET NAME

Location 705 Thurgood Marshall Library - 18” Tall G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

EQ.

705

Pin-mounted letter locations will require mechanical lift for access and installation. Contractor is responsible for field verification of all pin-mounted letter locations to determine access and equipment requirements prior to provide cost proposal. Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

1040 HULL STR E ET

BALTIM O R E , M D 21230

T: 410.347.8 5 00

F: 410.347.8 6 19

UPPER CARE LETTERS WITH MIN. 3 THREADS REQUIRED I, J, L, V

AY E R S SAINT GR O SS

EQ.

' 2017

2’ - 6”

SECTION NAME

Upper Case:

UPPER CASE LETTERS WITH MIN. 4 THREADS REQUIRED A, B, C, D, F, O, P, S, T, U, Y UPPER CASE LETTERS WITH MIN. 5 THREADS REQUIRED E, G, H, K, M, N, Q, R, W, X, Z LOWER CASE LETTERS WITH MIN. 2 THREADS REQUIRED i (2 each component), j (dot only) LOWER CASE LETTERS WITH MIN. 3 THREADS REQUIRED j (letter ony), l, r, t, v LOWER CASE LETTERS WITH MIN. 4 THREADS REQUIRED a, b, c, d, e, f, g, h, k, n, o, p, q, s, u, x, y, z LOWER CASE LETTERS WITH MIN. 5 THREADS REQUIRED m, w

PROJECT NAME

Bowie State University Exterior Signage & Waynding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.06

Library

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

706 Thurgood Marshall Library - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

2’

706 EQ.

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.07

Admin

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME 12”

Notes:

- Location

SECTION 9 - Photo-Renderings

707 William E. Henry Admin Building - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

707

EQ.

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

2’

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.08

Admin

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME 12”

Notes:

- Location

SECTION 9 - Photo-Renderings

708 William E. Henry Admin Building - 18” Tall

4.5’

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

708

18”

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.09

Admin Upper Case:

SECTION NAME 18”

Lower Case:

12”

Row Spacing:

-”S H E E T N A M E

Notes:

- Location

SECTION 9 - Photo-Renderings

709 William E. Henry Admin Building - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

709 EQ EQ

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.10

MLK

SECTION NAME

Upper Case:

18”

Lower Case:

12” SHEET NAME -”

Row Spacing:

Location Align center 710 ofMartin name with Luther King Jr. Center - 18” Tall center G E N EofR A L S P E C I F I C A T I O N S A N D N O T E S columns

Notes:

EQ. CL

EQ. EQ.

EQ.

SECTION 9 - Photo-Renderings

728

EQ.

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Business

9.11 SECTION NAME

Upper Case:

18” SECTION

Lower Case: Row Spacing:

12” SHEET NAME 12”

Notes:

- Location

9 - Photo-Renderings

711 Center for Business and Grad Studies - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

711 2’

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Proctor Building

9.12

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

712 James E. Proctor Jr. Building - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

712

EQ. EQ.

F: 410.347.8619

T: 410.347.8500

B A LTIMORE, MD 21230

1040 HU L L STREET

AY E RS SAINT GROSS

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Proctor Building

9.13

SECTION NAME

Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

713 James E. Proctor Jr. Building - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

713

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

AY E RS SAINT GROSS

EQ.

Lower Case:

EQ.

18”

EQ.

Upper Case:

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Public Safety

9.14

SECTION NAME

Upper Case:

12”

Lower Case: Row Spacing:

9” SHEET NAME 9”

Notes:

- Location

SECTION 9 - Photo-Renderings

714 Theodore McKeldin Gymnasium - 12” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

714

F: 410.347.8619 T: 410.347.8500 B A LTIMORE, MD 21230 1040 HU L L STREET AY E RS SAINT GROSS

18”

32”

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Phys Ed

9.15 SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME 12”

Notes:

- Location

SECTION 9 - Photo-Renderings

715 Physical Education Complex - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

EQ.

715

EQ.

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

Any damage to property including but not limited to sidewalks and landscaping will be repaired and/or restored following installation and will be the sole responsibility of the contractor.

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Phys Ed

9.16 SECTION NAME

Upper Case:

12”

Lower Case: Row Spacing:

9” SHEET NAME 9”

Notes:

- Location

SECTION 9 - Photo-Renderings

716 Physical Education Complex - 12” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

716

CL MOUNT TO CANOPY STRUCTURE THROUGH GROUT LINE

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Phys Ed

9.17 SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME 12”

Notes:

- Location

SECTION 9 - Photo-Renderings

717 Physical Education Complex - 18” Tall

EQ.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

EQ.

717

ALIGN

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.18

FPAC

SECTION NAME

Upper Case:

30”

Lower Case: Row Spacing:

21.5” SHEET NAME 21.5”

Notes:

- Location

SECTION 9 - Photo-Renderings

718 Fine & Performing Arts - 30” Tall

8’-10”

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

719

4’

ALIGN BOTTOM EDGES

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.19

8’-10”

FPAC

SECTION NAME

Upper Case:

30”

Lower Case: Row Spacing:

21.5” SHEET NAME 21.5”

Notes:

- Location

SECTION 9 - Photo-Renderings

719 Fine & Performing Arts - 30” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

718 4’

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.20

FPAC

SECTION NAME

Upper Case:

24”

Lower Case: Row Spacing:

18” SHEET NAME 18”

Notes:

- Location

SECTION 9 - Photo-Renderings

720 Fine & Performing Arts - 24” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

5’

720

5’

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Robinson Hall

9.21

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME 12”

Notes:

- Location

SECTION 9 - Photo-Renderings

721 Charlotte B. Robinson Hall - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

721

9.5’

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

3’

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.22

MLK

SECTION NAME

Upper Case:

12”

Lower Case: Row Spacing:

9” SHEET NAME 9”

Notes:

- Location

SECTION 9 - Photo-Renderings

722 Martin Luther King Jr. Center - 12” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

722

EQ.

F: 410.347.8619

18”

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Public Safety

9.23

SECTION NAME

Upper Case:

9”

Lower Case: Row Spacing:

6.75” SHEET NAME -”

Notes:

Location Relocate pipe723

SECTION 9 - Photo-Renderings

Theodore McKeldin Gymnasium - 9” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

723

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.24 SECTION NAME

SECTION 9 - Photo-Renderings SHEET NAME

Location 724 Student Center - 18” Tall G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

Shop Drawings shall illustrate all proposed letters with location, mounting dimensions, and wall dimensions. Shop Drawings shall illustrate pin mounting method, material, length, and diameter for all locations. All letters to be pin-mounted clear of high spots on building face, and appear continuous in one plane. Composite appearance of pin-mounted letters to appear continuous in one plane. Pin-mounted letter locations will require mechanical lift for access and installation. Contractor is responsible for field verification of all pin-mounted letter locations to determine access and equipment requirements prior to provide cost proposal.

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Facilities

9.25 SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

725 Facilities Management - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

725

EQ.

T: 410.347.8500 B A LTIMORE, MD 21230 1040 HU L L STREET AY E RS SAINT GROSS

EQ.

F: 410.347.8619

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Computer Science

9.26

SECTION NAME

Upper Case:

24”

Lower Case: Row Spacing:

18” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

726 Computer Science Building - 24” Tall

EQ.

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

EQ.

726 3’

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

9.27

MLK

SECTION NAME

Upper Case:

18”

Lower Case: Row Spacing:

12” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

727 Martin Luther King Jr. Center - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

729

T: 410.347.8500 B A LTIMORE, MD 21230 1040 HU L L STREET AY E RS SAINT GROSS

EQ EQ

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Business

9.28 SECTION NAME

Upper Case:

18”

Lower Case:

12” SHEET NAME -”

Row Spacing:

SECTION 9 - Photo-Renderings

Location Align start of728 Center name withfor Business and Grad Studies - 18” left G Eedge N E Rof A L S P E C I F I C AT I O N S A N D N O T E S window

Notes:

Tall

727

EQ EQ

AY E RS SAINT GROSS

1040 HU L L STREET

B A LTIMORE, MD 21230

T: 410.347.8500

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Facilities

9.29 SECTION NAME

Upper Case:

12”

Lower Case: Row Spacing:

9” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

729 Facilities Management - 18” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

729

F: 410.347.8619 T: 410.347.8500 B A LTIMORE, MD 21230

EQ.

1040 HU L L STREET

EQ.

AY E RS SAINT GROSS

EQ.

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017

Business Alt 1

9.30

SECTION NAME

Upper Case:

12”

Lower Case: Row Spacing:

9” SHEET NAME -”

Notes:

- Location

SECTION 9 - Photo-Renderings

730 Center for Business and Grad Studies - 12” Tall

G E N E R A L S P E C I F I C AT I O N S A N D N O T E S

730

T: 410.347.8500 B A LTIMORE, MD 21230 1040 HU L L STREET AY E RS SAINT GROSS

F: 410.347.8619

PROJECT NAME

Bowie State University Exterior Signage & Wayfinding Program PROJECT NO.:

21486.00 DOCUMENT NAME

Bidding Document - FINAL SUBMITTAL S U B M I T TA L D AT E

10.26.2017