COLONIAL PARKWAY

COLONIAL NATIONAL HISTORICAL PARK

REPLACE PARK IDENTIFICATION SIGNS

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NATIONAL PARK SERVICE

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UNITED STATES

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DEPARTMENT OF THE INTERIOR

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DRAWING NO.

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REGION

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COUNTY

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STATE

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NAME OF PARK

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LOCATION WITHIN PARK

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OF

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PMIS/PKG NO.

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DENVER SERVICE CENTER

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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A/E FIRM

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PRIME/ARCH:

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JOHN G. WAITE ASSOCIATES, ARCHITECTS, PLLC NEW YORK, NY

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REVISION

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CONSTRUCTION DOCUMENTS

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REPLACE PARK IDENTIFICATION SIGNS

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COLONIAL PARKWAY

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COLONIAL NATIONAL HSITORICAL PARK

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NORTHEAST

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YORK & JAMES CITY

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VIRGINIA

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SHEET

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COLONIAL PARKWAY

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AutoCAD SHX Text DRAWING LIST SUB NO. SHEET DRAWING NAME SHEET DRAWING NAME DRAWING NAME 01 T-1 COVER SHEET T-1 COVER SHEET COVER SHEET 02 G-1 GENERAL SPECIFICATIONS G-1 GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS 03 G-2 GENERAL SPECIFICATIONS G-2 GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS 04 G-3 EXISTING SIGNAGE - REMOVALS G-3 EXISTING SIGNAGE - REMOVALS EXISTING SIGNAGE - REMOVALS 05 G-A1 IDENTIFICATION SIGNAGE - A PRIMARY & B SECONDARY LOCATION MAPS G-A1 IDENTIFICATION SIGNAGE - A PRIMARY & B SECONDARY LOCATION MAPS IDENTIFICATION SIGNAGE - A PRIMARY & B SECONDARY LOCATION MAPS 06 G-A2 IDENTIFICATION SIGNAGE - A PRIMARY GRAPHIC & BRICK LAYOUTS G-A2 IDENTIFICATION SIGNAGE - A PRIMARY GRAPHIC & BRICK LAYOUTS IDENTIFICATION SIGNAGE - A PRIMARY GRAPHIC & BRICK LAYOUTS 07 G-A3 IDENTIFICATION SIGNAGE - A PRIMARY GRAPHIC & BRICK LAYOUTS G-A3 IDENTIFICATION SIGNAGE - A PRIMARY GRAPHIC & BRICK LAYOUTS IDENTIFICATION SIGNAGE - A PRIMARY GRAPHIC & BRICK LAYOUTS 08 G-A4 IDENTIFICATION SIGNAGE - A PRIMARY NPS ARROWHEAD SPECIFICATIONS G-A4 IDENTIFICATION SIGNAGE - A PRIMARY NPS ARROWHEAD SPECIFICATIONS IDENTIFICATION SIGNAGE - A PRIMARY NPS ARROWHEAD SPECIFICATIONS 09 G-A5 IDENTIFICATION SIGNAGE - B SECONDARY GRAPHIC & BRICK LAYOUTS G-A5 IDENTIFICATION SIGNAGE - B SECONDARY GRAPHIC & BRICK LAYOUTS IDENTIFICATION SIGNAGE - B SECONDARY GRAPHIC & BRICK LAYOUTS 10 G-A6 IDENTIFICATION SIGNAGE - A PRIMARY & B SECONDARY SPECIFICATIONS G-A6 IDENTIFICATION SIGNAGE - A PRIMARY & B SECONDARY SPECIFICATIONS IDENTIFICATION SIGNAGE - A PRIMARY & B SECONDARY SPECIFICATIONS 11 G-C1 IDENTIFICATION SIGNAGE - C PARKWAY OVERALL LOCATION MAP G-C1 IDENTIFICATION SIGNAGE - C PARKWAY OVERALL LOCATION MAP IDENTIFICATION SIGNAGE - C PARKWAY OVERALL LOCATION MAP 12 G-C2 IDENTIFICATION SIGNAGE - C PARKWAY LOCATION MAPS G-C2 IDENTIFICATION SIGNAGE - C PARKWAY LOCATION MAPS IDENTIFICATION SIGNAGE - C PARKWAY LOCATION MAPS 13 G-C3 IDENTIFICATION SIGNAGE - C PARKWAY GRAPHIC & BRICK LAYOUTS G-C3 IDENTIFICATION SIGNAGE - C PARKWAY GRAPHIC & BRICK LAYOUTS IDENTIFICATION SIGNAGE - C PARKWAY GRAPHIC & BRICK LAYOUTS 14 G-C4 IDENTIFICATION SIGNAGE - C PARKWAY FABRICATION DETAILS G-C4 IDENTIFICATION SIGNAGE - C PARKWAY FABRICATION DETAILS IDENTIFICATION SIGNAGE - C PARKWAY FABRICATION DETAILS 15 G-C5 IDENTIFICATION SIGNAGE - C PARKWAY SPECIFICATIONS G-C5 IDENTIFICATION SIGNAGE - C PARKWAY SPECIFICATIONS IDENTIFICATION SIGNAGE - C PARKWAY SPECIFICATIONS 16 G-D1 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES OVERALL LOCATION MAP G-D1 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES OVERALL LOCATION MAP IDENTIFICATION SIGNAGE - D HISTORIC HOUSES OVERALL LOCATION MAP 17 G-D2 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES LOCATION MAPS G-D2 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES LOCATION MAPS IDENTIFICATION SIGNAGE - D HISTORIC HOUSES LOCATION MAPS 18 G-D3 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES GRAPHIC PANEL LAYOUTS G-D3 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES GRAPHIC PANEL LAYOUTS IDENTIFICATION SIGNAGE - D HISTORIC HOUSES GRAPHIC PANEL LAYOUTS 19 G-D4 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES ARMATURE & SPECIFICATIONS G-D4 IDENTIFICATION SIGNAGE - D HISTORIC HOUSES ARMATURE & SPECIFICATIONS IDENTIFICATION SIGNAGE - D HISTORIC HOUSES ARMATURE & SPECIFICATIONS 20 S-1 GENERAL STRUCTURAL NOTES S-1 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 21 S-2 TYPICAL DETAILS S-2 TYPICAL DETAILS TYPICAL DETAILS 22 S-3 SIGNAGE FOUNDATION SECTIONS & DETAILS S-3 SIGNAGE FOUNDATION SECTIONS & DETAILS SIGNAGE FOUNDATION SECTIONS & DETAILS 23 S-4 SIGNAGE FOUNDATION SECTIONS & DETAILSS-4 SIGNAGE FOUNDATION SECTIONS & DETAILSSIGNAGE FOUNDATION SECTIONS & DETAILS

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THIS PROJECT

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GENERAL SPECIFICATIONS

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AutoCAD SHX Text SITE SAFETY, NOISE, AND TRAFFIC CONTROL (THIS SECTION IS SUPPLIED IN ADDITION TO NPS UNIGUIDE FOR PROJECT SPECIFIC REQUIREMENTS) 1. ACCIDENT PREVENTION PLAN (APP): SUBMIT APP AFTER CONTRACT AWARD AND BEFORE ACCIDENT PREVENTION PLAN (APP): SUBMIT APP AFTER CONTRACT AWARD AND BEFORE PRE-CONSTRUCTION CONFERENCE. APP SHALL BE WRITTEN TO COMPLY WITH OSHA AND PROJECT REQUIREMENTS (GENERIC PLAN IS NOT ACCEPTABLE). CONTRACTING OFFICER (CO) WILL REVIEW PROPOSED APP. IF APP REQUIRES ANY REVISIONS OR CORRECTIONS, CONTRACTOR SHALL RESUBMIT PLAN WITHIN 10 DAYS. NO PROGRESS PAYMENTS WILL BE MADE UNTIL THE APP IS ACCEPTED. 2. NOISE CONTROL: PERFORM CONSTRUCTION OPERATIONS TO MINIMIZE NOISE. PERFORM NOISE CONTROL: PERFORM CONSTRUCTION OPERATIONS TO MINIMIZE NOISE. PERFORM NOISE-PRODUCING WORK IN LESS SENSITIVE HOURS OF THE DAY OR WEEK AS DIRECTED BY THE CONTRACTING OFFICER. 3. TRAFFIC CONTROL: PROVIDE CONTRACTING OFFICER WITH 72 HOURS' NOTICE BEFORE TRAFFIC CONTROL: PROVIDE CONTRACTING OFFICER WITH 72 HOURS' NOTICE BEFORE IMPLEMENTATION OF TRAFFIC CONTROL MEASURES. ERECT AND MAINTAIN BARRICADES, LIGHTS, DANGER SIGNALS, AND WARNING SIGNS IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), PART 6, LATEST EDITION. PROTECT EXISTING SITE IMPROVEMENTS TO REMAIN INCLUDING CURBS, PAVEMENT, AND UTILITIES. MAINTAIN ACCESS FOR FIRE-FIGHTING EQUIPMENT AND ACCESS TO FIRE HYDRANTS. ILLUMINATE BARRICADES AND OBSTRUCTIONS AT NIGHT; KEEP SAFETY LIGHTS BURNING FROM SUNSET TO SUNRISE. PROTECT PEDESTRIAN TRAFFIC BY GUARDRAILS OR FENCES. COVER PIPES, HOSES, AND POWER LINES CROSSING SIDEWALKS AND WALKWAYS WITH TROUGHS USING BEVELED EDGE BOARDS. INSTALL BARRIER TAPE WHERE DIRECTED BY CONTRACTING OFFICER. KEEP A MINIMUM OF TWO ROLLS ON SITE. CHAPTER 3: UNIGUIDE PLANNING, DESIGN & DOCUMENTATION, 3.2-2 GUIDELINES COMMON TO MOST SIGN PLACEMENTS USE IDENTIFICATION SIGNS TO AFFIRM THE NPS IDENTITY AND CHARACTER OF THE PARK. PLACE MOTORIST GUIDANCE SIGNS IN ADVANCE OF DESTINATION AT A DISTANCE BASED ON SPEED OF APPROACH, COMPLEXITY OF INTERSECTION, AND QUALITY OF SIGHT LINES. PLACE SIGNS ON THE APPROACHING VIEWER'S RIGHT SIDE. PLACE SIGNS PERPENDICULAR TO THE VIEWER'S APPROACH. SCALE SIGNS APPROPRIATE TO SITE AND/OR SIGHT LINES. SIZE SIGN PANELS BASED ON VIEWING DISTANCE AND LEGEND SIZE, AND ENLARGE THEM FOR LOCATIONS WHERE GREATER NUMBERS OF PEOPLE VIEW AN INSTALLATION AT THE SAME TIME. PLACE SIGNS OF THE SAME TYPE AT A COMMON HEIGHT ABOVE GRADE. GENERAL GUIDANCE ON SIGN PLACEMENT AND INSTALLATION STAKE ALL SIGN MOUNTING LOCATIONS IN ACCORDANCE WITH THE PARK’S UNIGUIDE S UNIGUIDE PLAN AND THE PLAN IDENTIFICATION NUMBER ON THE STAKE. INSTALL ROAD GUIDE SIGNS USING TIMBER UPRIGHTS WITH CONCRETE REINFORCED FOOTING AS SPECIFIED IN SECTION 4.4 AND 5.1. PLACEMENT GUIDELINES TO REDUCE IMPACTS SIGNS SHOULD BE PLACED SO THEY HAVE AS LITTLE IMPACT AS POSSIBLE ON THE SITES. OBJECTS OF ARCHAEOLOGICAL SIGNIFICANCE MAY AFFECT SIGN PLACEMENT. INSTALLERS SHOULD CONSULT THE PARK UNIGUIDE MANAGER PRIOR TO INSTALLING SIGNS TO LEARN IF SIGNS ARE INTENDED FOR AREAS WITH KNOWN ARCHAEOLOGICAL FINDINGS. IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED IN THE PROCESS OF DIGGING FOOTINGS FOR SIGNS, STOP THE INSTALLATION AND NOTIFY THE PERSON RESPONSIBLE FOR CHECKING SUCH FINDINGS. TREES AND TREE ROOT SYSTEMS MAY AFFECT SIGN PLACEMENT. WHEN PLACING SIGNS THAT MAY IMPACT TREE ROOT SYSTEMS, FOLLOW GUIDELINES ON TREE AND PLANT PROTECTION IN SECTION 5.1, FIELD MANUAL, AND GENERAL CONTRACT REQUIREMENTS IN SECTION 4.1. IF THERE IS A POTENTIAL FOR TREE ROOT DAMAGE WHEN PLACING A SIGN, ADJUST THE LOCATION ACCORDINGLY. IF A SIGN PLACEMENT LOCATION MUST BE CHANGED, VERIFY SIGHT LINES TO AFFIRM THAT THE SIGN IS STILL VISIBLE FROM THE DESIGNATED APPROACH. SUBSURFACE OBSTRUCTIONS MAY LIMIT THE DEPTH OF A STANDARD FOOTING. SURFACE OBSTRUCTIONS LIKE ROCK TABLES AND TREE STUMPS MAY AFFECT SIGN PLACEMENT. IF A CONFLICT EXISTS, ADJUST THE SIGN LOCATION ACCORDINGLY. IF A LOCATION MUST BE CHANGED, VERIFY SIGHT LINES TO AFFIRM THAT SIGN IS STILL VISIBLE FROM THE DESIGNATED APPROACH. IF THE PROPOSED SIGN LOCATION WILL ADVERSELY AFFECT ADJACENT LAND USE OR BECOME A SAFETY HAZARD, IDENTIFY AN ALTERNATE LOCATION OR CHANGE THE LAND USE PLAN. SPECIFIC GUIDELINES ON PLACEMENT ARE PROVIDED ON THE FOLLOWING PAGES FOR EACH TYPE OF SIGN. GRAPHIC STANDARDS: : A STANDARD PANEL FORMAT HAS BEEN DEVELOPED FOR ALL NATIONAL PARK IDENTIFICATION SIGNS. GRID FORMATS SPECIFIED ON PAGES 2.1-72 TO 2.1-79, INCLUDE THE FULL NAME OF THE PARK IN UPPERCASE AND LOWERCASE NPS RAWLINSON HEAVY TYPEFACE. THE NATIONAL PARK SERVICE/US DEPARTMENT OF THE INTERIOR IDENTIFICATION, DISPLAYED IN FRUTIGER BOLD, TYPEFACE, IS PLACED WITH THE NPS ARROWHEAD LOGO IN THE DARK GREEN OVERBAR WITH AN OPTION FOR PUTTING THE ARROWHEAD ON CUSTOM, TRADITIONAL SIGN STRUCTURES. PLACEMENT OF OTHER LOGOS OR GRAPHICS ON THE PANELS IS STRONGLY DISCOURAGED. FOR GUIDANCE ON THE IDENTIFICATION OF NPS FACILITIES MANAGED JOINTLY WITH ANOTHER AGENCY, CONSULT THE UNIGUIDE PROGRAM MANAGER IN HARPERS FERRY. MATERIALS: : ALL STRUCTURES INCORPORATE A INTERIOR STRUCTURAL STEEL POST AND BASEPLATE MOUNTING CONFIGURATION, WITH MONOLITHIC STRUCTURES HAVING ALUMINUM EXTERIOR. PANELS WITH DIRECT DIGITAL PRINTED GRAPHICS. CHAPTER 4: MATERIAL SPECIFICATIONS & ASSEMBLY DRAWINGS 4.1-1 1.5 INSTALLATION STICKER ALL FINISHED SIGN PANELS SHALL BE PROVIDED WITH A 1-1/4" X 2-1/2" WEATHER RESISTANT IDENTIFICATION PLACED ON THE BACK OF THE SIGN INDICATING SIGN PLAN ID NUMBER, MANUFACTURER, DATE OF FABRICATION, AND INSTALLATION DATE. 1.6 REFERENCE STANDARDS A. VISITOR INFORMATION SYSTEM (SECTION 4.2) VISITOR INFORMATION SYSTEM (SECTION 4.2) AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARD SPECIFICATION FOR ALUMINUM AND ALUMINUM ALLOY SHEET AND PLATE (ASTM- 6061-T5 EXTRUDED SHAPES WITH TYPE 2: BLACK ANODIZED FINISH, AND 3003-H16, 3003-H14, 2024-T3, 6061-T6, AND 5052-H34 ALUMINUM PLATE) AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARD SPECIFICATION FOR STAINLESS STEEL TUBE AND STRUCTURAL SHAPES (ASTM- 316L AND 18-8) AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARDS FOR WEATHERING STEEL ASTM-588 (A-847 AS A TUBE PRODUCT) AMERICAN SOCIETY FOR TESTING AND MATERIALS, AND AMERICAN INSTITUTE FOR HOLLOW STRUCTURAL SECTIONS STANDARDS (HSS) FOR ASTM-500; STANDARD SPECIFICATION FOR COLD- FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARD SPECIFICATION D-523 FOR PAINT GLOSS AND D-4587 FOR ACCELERATED WEATHERING CYCLES FOR PAINT AMERICAN SOCIETY FOR TESTING AND MATERIALS: STANDARDS FOR THREADED STEEL ROD AND "J" BOLTS DIMENSIONAL LUMBER: LAMINATED CLEAR HEART, KILN–DRIED VERTICAL GRAIN DRIED VERTICAL GRAIN REDWOOD OR WESTERN RED CEDAR WITH MAXIMUM MOISTURE CONTENT OF 12% FOR PANELS, FABRICATED POSTS, AND MONOLITH EDGE. REDWOOD TO BE SELECTED PER GRADING RULES OF THE CALIFORNIA REDWOOD ASSOCIATION OR BETTER FOR PANELS, FRAMES, AND POSTS. CEDAR TO BE SELECTED PER GRADING RULES OF THE WESTERN RED CEDAR LUMBER ASSOCIATION CALIFORNIA REDWOOD ASSOCIATION GRADING RULES FOR DIMENSIONAL REDWOOD LUMBER INCLUDING CLEAR HEART, KILN–DRIED VERTICAL GRAIN REDWOOD, AND DRIED VERTICAL GRAIN REDWOOD, AND CONSTRUCTION HEART REDWOOD WESTERN RED CEDAR LUMBER ASSOCIATION NUMBER 1, SELECT, AND NO. 1 STRUCTURAL SELECT LUMBER USING THE GRADING RULES OF THE NATIONAL LUMBER GRADING AUTHORITY AS APPROVED BY THE AMERICAN LUMBER STANDARDS BOARD OF REVIEW B. WOOD IDENTIFICATION SIGNS (SECTION 4.3) WOOD IDENTIFICATION SIGNS (SECTION 4.3) CALIFORNIA REDWOOD ASSOCIATION GRADING RULES FOR DIMENSIONAL REDWOOD LUMBER INCLUDING CLEAR HEART, KILN–DRIED VERTICAL GRAIN REDWOOD, AND DRIED VERTICAL GRAIN REDWOOD, AND CONSTRUCTION HEART REDWOOD WESTERN RED CEDAR LUMBER ASSOCIATION NUMBER 1, SELECT, AND NO. 1 STRUCTURAL SELECT LUMBER USING THE GRADING RULES OF THE NATIONAL LUMBER GRADING AUTHORITY AS APPROVED BY THE AMERICAN LUMBER STANDARDS BOARD OF REVIEW AMERICAN SOCIETY FOR TESTING AND MATERIALS, AND AMERICAN INSTITUTE FOR HOLLOW STRUCTURAL SECTIONS STANDARDS (HSS) FOR ASTM-A500B; STANDARD SPECIFICATION FOR COLD- FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES AMERICAN SOCIETY FOR TESTING AND MATERIALS, AND AMERICAN INSTITUTE FOR STEEL PLATE, BAR STOCK, AND ROLLED SECTIONS; STANDARD SPECIFICATION FOR A-36 MATERIAL WESTERN WOOD PRODUCTS ASSOCIATION DESIGN PRESSURE TREATED LUMBER AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARD SPECIFICATION FOR ALUMINUM ALLOY PLATE AND ALUMINUM EXTRUDED SECTIONS (ASTM- 6061-T6) C. MOTORIST GUIDANCE (SECTION 4.4) MOTORIST GUIDANCE (SECTION 4.4) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), MILLENNIUM EDITION, BY THE U.S. DEPARTMENT OF TRANSPORTATION, DECEMBER 2000 TRAFFIC CONTROL DEVICES HANDBOOK, BY THE U.S. DEPARTMENT OF TRANSPORTATION, FHWA, 1983. U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, CURRENT EDITION FP-85 SECTIONS 633.06 AND 718.01 GENERAL SERVICES ADMINISTRATION., FEDERAL SUPPLY SERVICE SPECIFICATION L-S-300-C AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARD SPECIFICATION FOR ALUMINUM AND ALUMINUM ALLOY SHEET AND PLATE (ASTM- 6061-T5 EXTRUDED SHAPE, AND 2024- T3, 3003-H16, 3003-H14, 6061-T6, AND 5052-H34 ALUMINUM PLATE) AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARD SPECIFICATION FOR RETROREFLECTIVE SHEETING FOR TRAFFIC CONTROL, ASTM D-4956-93A WESTERN WOOD PRODUCTS ASSOCIATION DESIGN STRESS FOR GRADED LUMBER (DOUGLAS FIR SELECT GRADE) D. TRAFFIC REGULATORY SIGN MOUNTING (SECTION 4.5) TRAFFIC REGULATORY SIGN MOUNTING (SECTION 4.5) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), MILLENNIUM EDITION, BY THE U.S. DEPARTMENT OF TRANSPORTATION, 2000 TRAFFIC CONTROL DEVICES HANDBOOK, BY THE U.S. DEPARTMENT OF TRANSPORTATION, FHWA,1983 AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARDS FOR WEATHERING STEEL ASTM-588 (A-847 AS A TUBE PRODUCT) CHAPTER 4: MATERIAL SPECIFICATIONS & ASSEMBLY DRAWINGS , S 4.1-5 A.1 ENGINEERING CRITERIA (MODIFIED FROM NPS UNIGUIDE FOR PROJECT SPECIFIC REQUIREMENTS) SEE SHEET S-1 FOR STRUCTURAL DESIGN CRITERIA AND STANDARDS. * FOR ALL DIRECT EMBEDMENT FOOTINGS, BACKFILL IN 6" LIFTS TAMPED TO 95% FOR ALL DIRECT EMBEDMENT FOOTINGS, BACKFILL IN 6" LIFTS TAMPED TO 95% COMPACTION. CHAPTER 4: MATERIAL SPECIFICATIONS & ASSEMBLY DRAWINGS , 4.1-6 INSTALLATION B.1 GENERAL SCOPE (MODIFIED FROM NPS UNIGUIDE FOR PROJECT SPECIFIC REQUIREMENTS) THIS CONTRACT INCLUDES ASSEMBLY, INSTALLATION AND REMOVAL AND DISPOSAL OF EXISTING SIGNS. B.2 PROJECT MEETING BEFORE START OF CONSTRUCTION, THE COTR MAY ARRANGE AN ON-SITE MEETING WITH CONTRACTOR. PROGRESS MEETINGS: THE COTR WILL SCHEDULE MEETINGS AS NEEDED WITH THE CONTRACTOR AND SUBCONTRACTORS. THE MEETING AGENDA (MINIMUM) WILL INCLUDE THE FOLLOWING: REVIEW OF WORK IN PROGRESS, FIELD OBSERVATIONS (PROBLEMS AND DECISIONS), IDENTIFICATION OF ITEMS WHICH IMPEDE PLANNED PROGRESS, REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF SUBMITTALS, REVIEW OF OFF-SITE FABRICATION AND DELIVERY SCHEDULES, MAINTENANCE OF PROGRESS SCHEDULE, CORRECTIVE MEASURES TO RETAIN PROJECTED SCHEDULES, PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD, COORDINATION OF PROJECTED PROGRESS, MAINTENANCE OF QUALITY AND WORK STANDARDS, EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE AND COORDINATION, AND OTHER BUSINESS RELATING TO WORK. MEETING MINUTES: THE CONTRACTOR SHALL COMPILE MINUTES OF EACH PROJECT AND PROGRESS MEETING AND WILL DISTRIBUTE COPIES TO THE COTR. THE CONTRACTOR SHALL MAKE AND DISTRIBUTE SUCH OTHER COPIES AS IS REQUIRED TO EXPEDITE THE WORK. B.3 WORK SCOPE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, LOADING/ UNLOADING AND TRANSPORTATION SERVICES REQUIRED TO PERFORM AND COMPLETE THE WORK ACCORDING TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS. ALL WORK SHALL BE DONE WITH NO DAMAGE TO MOUNTING SITE OR SIGN. FABRICATOR TO PROVIDE NPS CONTRACTING OFFICER ASSURANCES IN THE FORM OF SHOP DRAWINGS, MOCK-UPS AND SAMPLES THAT ALL STRUCTURAL AND GRAPHIC WORK WILL BE COMPLETED TO EQUAL OR BETTER QUALITY AS INDICATED. B.4 STAGING AREA IF REQUESTED, THE NPS WILL PROVIDE A LAY-DOWN AND STAGING LOCATION FOR SIGN ASSEMBLY AND SIGN COMPONENT STORAGE DURING THE INSTALLATION PROCESS. LOCATION WILL BE IN CLOSE PROXIMITY TO THE CONSTRUCTION SITE BUT OUTSIDE OF AREAS THAT ARE ACTIVELY USED BY PARK VISITORS. CONTRACTOR SHALL STAY WITHIN DESIGNATED AREA AND NOT DAMAGE SURROUNDING VEGETATION. UPON COMPLETION OF INSTALLATION PROJECT, CONTRACTOR SHALL REMOVE ALL MATERIALS AND RESTORE AREA TO PREEXISTING CONDITION. SECURING THE AREA WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. B.5 FOOTINGS REFERENCE FOR COMPLETE SPECIFICATIONS ON FOUNDATIONS AND ASSEMBLY, REFER TO THE RESPECTIVE MATERIAL SPECIFICATIONS AND ASSEMBLY DRAWINGS IN THIS DOCUMENT. B.6 SIGN LOCATION (MODIFIED FROM NPS UNIGUIDE FOR PROJECT SPECIFIC REQUIREMENTS) ALL SIGNS ARE TO BE MOUNTED AT LOCATIONS AS MARKED WITH A STAKE BY DIRECTION OF THE COTR. STAKE WILL BE IDENTIFIED WITH SIGN TYPE CODE, UNIQUE NUMBER, AND LOCATION CODE, AND CORRESPOND TO THE SIGN LOCATION PLAN DRAWINGS. FIELD VERIFICATION: THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO INSTALLATION. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE COTR FOR ADJUDICATION AND RESOLUTION. SURVEY AND LAYOUT DATA: NO SURVEYS ARE REQUIRED. ALL SURVEY AND LAND DATA WILL BE PROVIDED BY THE NPS AND ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. FIELD ENGINEERING: ALL SIGN ENGINEERING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED IN CONTRACT DOCUMENTS.

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%%U NPS UNIGUIDE PROGRAM GRAPHIC & SIZING SPECIFICATIONS

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TS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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COLONIAL PARKWAY COLONIAL NATIONAL HISTORICAL PARK

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NAR

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LMS

Colors for Park Identification Colors for Motorist Guidance

NPS Brown: NPS Arrowhead

(PMS-1615)

Gray-Brown: Panel

(BM-5/E-1000)

NPS Brown: NPS Arrowhead

(PMS-1615)

FHWA Recreation Brown:

Sign Panel

Dark Green: Overbar

(BM-W-4B-2139-10)

Dark Brown: Uprights

(BM-C-4B-2130-10)

Dark Green: Trialblazer Overbar

(PMS-5605)

FHWA Blue: Information & Concessions Panel

Off-White: Legend & Background for NPS Logo

(BM-1B-W-2143-50)

FHWA White: Legend FHWA Yellow: Secondary Legend

2.4-1 Chapter 2: UniGuide Graphic Standards National Park Service UniGuide Program

Colors for Visitor Information System

Light Warm Gray: Panel, primary & overbar legends (PMS-Warm Gray 2)

NPS Brown: Arrowhead, overbars, illustrations & trail guide panel (PMS-1615)

Black: Text, prohibition symbol figure, warning overbar (PMS-Black)

Red: Safety danger overbar, prohibition circle / slash

(PMS-485)

Bright Blue: Disabled symbol, shuttle bus route and map color (PMS-301)

Dark Green: Sign overbar NPS identification

(PMS-5605)

Dark Blue: Regulation over-bar, illustrations

(PMS-303)

Gold: Miscellaneous post-ing and Area Entry, accent Illustration (PMS-125)

Yellow: Safety warning panel (PMS-131)

Bright Green: Parking sym-bol, shuttle bus route and map color (PMS-341)

Gray-Brown: Sign panel NPS identification

(PMS-405)

Olive Green: Information and instruction overbar & illustrations (PMS-5753)

National Park Service UniGuide Program

Light Brown: Illustration and accent (PMS-154)

White: Parking Sign back ground & Small Guide Sign legends (PMS-White)

Bright Red: shuttle bus route and map color

(PMS-187)

Chapter 2: UniGuide Graphic Standards 2.4-2

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GENERAL SPECIFICATIONS

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AutoCAD SHX Text B.7 OBSTRUCTIONS SUBSURFACE OBSTRUCTIONS: UNFORESEEN OBSTRUCTIONS MAY LIMIT THE DEPTH OF A STANDARD FOOTING OR REQUIRE SPECIAL MITIGATION TO PREVENT DAMAGE TO EXISTING TREE ROOTS. WHERE POSSIBLE, MOVE THE SIGN AS NEEDED TO ALLOW UNCONSTRAINED SUBSURFACE INSTALLATION. IF A SIGN PLACEMENT LOCATION MUST BE MOVED BECAUSE OF SUBSURFACE OBSTRUCTIONS, THE CONTRACTOR SHALL FOLLOW ALL INSTRUCTIONS FOR SIGN LOCATION PROVIDED IN CHAPTER 3, SECTION 3.4: GUIDELINES FOR SIGN USE BY SIGN TYPE, AND SHALL NOTIFY THE COTR IF SUCH INSTALLATION WILL NOT FIT IN THIS LOCATION. IF THE SIGN CAN BE LOGICALLY MOVED, VERIFY SIGHT-LINES OF ADJUSTED LOCATIONS TO AFFIRM THAT SIGN IS STILL VISIBLE FROM THE DESIGNATED APPROACH. IF PLANT AND TREE OBSTRUCTIONS ARE IDENTIFIED, AND THE SIGN LOCATION CANNOT BE MOVED, FOLLOW THE INSTRUCTIONS BELOW FOR TREE/PLANT PROTECTION, AND MITIGATION OF DAMAGE. IF THE SIGN LOCATION CANNOT BE MOVED AND NON-PLANT (ROCK) OBSTRUCTIONS PROHIBIT THE FOOTING FROM BEING AS DEEP AS SPECIFIED, SEE RESPECTIVE "SHALLOW FOOTING" SPECIFICATION IN THE INSTALLATION SECTION OF THE SIGN TYPE BEING MOUNTED (SECTIONS 5 FOR SMALL PANEL,POST/BOLLARD, AND ROAD GUIDE, AND SECTION 6 FOR IDENTIFICATION) FOR ADJUSTING FOOTING CONFIGURATION. EXISTING UTILITIES: THE COTR WILL PROVIDE KNOWN EXISTING CONDITION DATA ON UTILITY LINE LOCATIONS IN CONJUNCTION WITH PARK ENGINEERING AND MAINTENANCE OPERATIONS AND UTILITY COMPANY SURVEYS. PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL NOTIFY CONTRACT OFFICER AND UTILITY COMPANIES OF PROPOSED SIGN LOCATIONS AND TIMES FOR EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PREVENTING DAMAGE TO KNOWN UTILITIES. IF DAMAGE OCCURS, THE CONTRACTOR SHALL REPAIR THE UTILITY AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. B.8 SITE PROTECTION THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO THE COTR. THE CONTRACTOR SHALL PROTECT ALL ADJACENT STRUCTURES, SURFACES, VEGETATION AND PLANT MATERIALS FROM DAMAGE DURING INSTALLATION. THE CONTRACTOR WILL NOTIFY THE COTR OF ANY DAMAGE WITHIN EIGHT HOURS OF OCCURRENCE. ANY DAMAGE TO THE ITEMS DESCRIBED ABOVE MUST BE RESTORED TO ORIGINAL CONDITION AND APPEARANCE, OR REPLACED WITHIN THIRTY DAYS. NATURAL FEATURES: CONFINE ALL OPERATIONS TO WORK LIMITS OF THE PROJECT. PREVENT DAMAGE TO NATURAL SURROUNDINGS. RESTORE DAMAGED AREAS, REPAIRING OR REPLACING DAMAGED TREES AND PLANTS AT NO ADDITIONAL COST TO THE GOVERNMENT. DO NOT REMOVE, INJURE, OR DESTROY TREES OR OTHER PLANTS. CONSULT WITH COTR TO REMOVE AGREED-ON ROOTS AND BRANCHES, OR WHOLE BRANCHES OR TREES THAT INTERFERE WITH SIGN INSTALLATION. DO NOT FASTEN ROPES, CABLES, OR GUYS TO EXISTING TREES. CAREFULLY SUPERVISE EXCAVATING, GRADING, FILLING, AND OTHER CONSTRUCTION OPERATIONS NEAR TREES TO PREVENT DAMAGE. TREE AND ROOT PROTECTION: MINIMIZE DISTURBANCE TO TREE TRUNKS AND ROOT ZONES TO PREVENT DAMAGE TO TREES. DO NOT DRIVE OVER ROOT ZONES UNLESS WORK CANNOT OTHERWISE REASONABLY BE DONE. DRIVING OVER ROOTS WILL COMPACT THE SOIL AND CAN HARM OR DESTROY THE TREE. DO NOT PILE EXCAVATED SOIL AGAINST TREE TRUNKS. DO NOT COMPACT SOIL AROUND ROOTS TO A GREATER DEGREE THAN SURROUNDING UNEXCAVATED SOIL EXCEPT TO MEET COMPACTION REQUIREMENTS FOR BACKFILLING SIGNPOST INSTALLATIONS. B.9 TREE/PLANT PROTECTION DO NOT REMOVE, INJURE, OR DESTROY TREES, TREE ROOTS, OR OTHER PLANTS WITHOUT PRIOR APPROVAL. USE ACCEPTED HORTICULTURAL PRACTICES FOR ALL WORK. ADJUST SIGN INSTALLATION LOCATIONS TO KEEP THEM BEYOND THE DRIP LINE WHEREVER POSSIBLE. NOTIFY THE COTR OF ANY PROPOSED SIGN LOCATIONS WITHIN THE DRIP LINE OF THE TREES. THE DRIP LINE SHALL BE DEFINED AS THE AREA BELOW THE FARTHEST-SPREADING BRANCHES OF A TREE. WHERE SUCH ADJUSTMENTS ARE NOT PRACTICAL, MAINTAIN THE FOLLOWING MINIMUM CLEARANCES BETWEEN THE FACE OF TREES TO BE SAVED AND THE CLOSEST EDGE OF SIGN FOOTING: FOR TREES MORE THAN 30’ IN DIAMETER.....................10 FEET IN DIAMETER.....................10 FEET FOR TREES BETWEEN 15’ AND 30’ IN DIAMETER............ 8 FEET AND 30’ IN DIAMETER............ 8 FEET IN DIAMETER............ 8 FEET FOR TREES LESS THAN 15’ IN DIAMETER...................... 5 FEET IN DIAMETER...................... 5 FEET B.10 MITIGATION OF DAMAGE TAKE STEPS TO MITIGATE DAMAGE TO ROOTS WHEREVER EXCAVATION MUST TAKE PLACE WITHIN THE DRIP LINE OF TREES AND WHEREVER EXCAVATION MUST TAKE PLACE WITHIN THE DRIP LINE OF OTHER TREES 12 INCHES OR LARGER IN DIAMETER: EXCAVATE CAREFULLY WHERE TREE ROOTS MIGHT BE ENCOUNTERED. WHERE ROOTS 2" AND LARGER ARE ENCOUNTERED, HAND EXCAVATE AS REQUIRED TO PREVENT DAMAGE TO ROOTS. TUNNEL UNDER ROOTS TO BE SAVED, HAND EXCAVATING AS NECESSARY DO NOT CUT ROOTS OVER 2" IN DIAMETER. CLEANLY SAW CUT ROOTS BETWEEN 1" AND 2" IN DIAMETER WHERE THEY INTERFACE WITH WORK; DO NOT CUT ROOTS EXCEPT AS NECESSARY. ROOTS BETWEEN 1" AND 2" IN DIAMETER WHICH MUST BE CUT SHALL BE CLEANLY SAW CUT NEAR THE EDGE OF SIGN FOUNDATION CLOSEST TO THE TREE TO PREVENT ROOTS FROM BEING DISLODGED FROM SOIL BY EQUIPMENT. WITHIN FOUR HOURS OF EXCAVATING WRAP BURLAP AROUND THE ENDS OF CUT ROOTS LARGER THAN 1' IN DIAMETER AND WET THE BURLAP. KEEP THE BURLAP MOIST UNTIL THE SIGN IS BACKFILLED. DURING BACKFILLING OPERATIONS, BRING THE BURLAP TO WITHIN A FEW INCHES OF THE GROUND SURFACE. THOROUGHLY WET ROOTS AND BURLAP IN THE EXCAVATED AREA BEFORE BACKFILLING. BACKFILL SHALL CONTAIN AS MUCH WATER AS IS COMPATIBLE WITH COMPACTION. B.11 ARCHAEOLOGICAL FINDINGS PETROGLYPHS, ARTIFACTS, BURIAL GROUNDS OR REMAINS, STRUCTURAL FEATURES, CEREMONIAL, DOMESTIC, AND ARCHAEOLOGICAL OBJECTS OF ANY NATURE, HISTORIC OR PREHISTORIC, FOUND WITHIN THE CONSTRUCTION AREA ARE THE PROPERTY OF AND WILL BE REMOVED ONLY BY THE GOVERNMENT. MONITORING: AT LEAST ONE WEEK BEFORE ON-SITE WORK BEGINS, CONTRACTOR SHALL MEET WITH THE COTR AND ARCHAEOLOGICAL MONITOR TO DISCUSS DAILY WORK SCHEDULE AND EQUIPMENT AND SPECIAL METHODS TO BE USED IN ARCHAEOLOGICALLY SENSITIVE AREAS. OBSERVATION: AS APPROPRIATE, AN ARCHAEOLOGICAL MONITOR WILL OBSERVE ALL GROUND-DISTURBING SITE WORK AT ALL ARCHAEOLOGICALLY SENSITIVE AREAS, FROM A SAFE LOCATION MUTUALLY AGREED ON BY CONTRACTOR AND MONITOR. AS NEW GROUND IS BROKEN, MONITOR WILL EXAMINE EXCAVATED MATERIALS USING CONSTRUCTION LAYOUT CENTERLINE AND PERIMETER STAKING AS A REFERENCE POINT TO RECORD LOCATIONS OF FINDINGS. FINDING: SHOULD CONTRACTOR’S OPERATIONS UNCOVER OR FIND ANY ARCHAEOLOGICAL S OPERATIONS UNCOVER OR FIND ANY ARCHAEOLOGICAL REMAINS, CONTRACTOR SHALL SUSPEND OPERATIONS AT THE SITE OF THE DISCOVERY, NOTIFY COTR IMMEDIATELY OF THE FINDINGS, AND CONTINUE OPERATIONS IN OTHER AREAS. INCLUDED WITH THE NOTIFICATION SHALL BE A BRIEF STATEMENT OF THE LOCATION AND DETAILS OF THE FINDINGS. REQUIRE MONITORING OF ALL GROUND DISTURBANCE BY AN ARCHAEOLOGIST THAT MEETS OR EXCEEDS THE SECRETARY OF THE INTERIOR'S STANDARDS IN ARCHAEOLOGY. CONTACT COLO CULTURAL RESOURCES MANAGER, MR. RON GRAYSON TO COORDINATE. RONALD_GRAYSON@NPS.GOV OR (757) 879-5159. B.12 DEMOLITION (MODIFIED FROM NPS UNIGUIDE FOR PROJECT SPECIFIC REQUIREMENTS) SIGN TO BE REPLACED SHALL BE REMOVED COMPLETELY BY THE CONTRACTOR FOLLOWING OR IN CONJUNCTION WITH INSTALLATION OF THE NEW SIGNS UNLESS OTHERWISE SPECIFIED. REMOVAL AND DISPOSAL, GENERAL: ALL DESIGNATED EXISTING SIGNAGE AND RELATED STRUCTURES SHALL BE REMOVED FROM THE PROJECT AREA AND DISPOSED OF PROPERLY IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS UNLESS OTHERWISE INDICATED. SALVAGE ALL MASONRY BRICK UNITS TO NPS CONTRACTING OFFICER. REMOVAL AND DISPOSAL, FOUNDATIONS: REMOVE FOUNDATION TO 6" BELOW GRADE, ABANDON REMAINDER OF CONCRETE FOUNDATION IN PLACE. BACKFILL REMOVED FOUNDATION WITH TOP SOIL AND GRASS SEED. COORDINATE GRASS SEED MIX WITH NPS CONTRACTING OFFICER. B.13 INSTALLATION QUALITY THE CONTRACTOR SHALL INSTALL ALL SIGNS LEVEL AND PLUMB AT THE SPECIFIED HEIGHTS AND ALIGNMENTS WITH ALL SPECIFIED FOOTINGS, BACKFILL, OR ATTACHMENT HARDWARE. CLEANUP OF SITE: THE CONTRACTOR SHALL REMOVE ALL PACKING, SIGN BOXES, AND CONSTRUCTION MATERIALS FROM THE PROJECT UPON COMPLETION OF INSTALLATION. GROUND COVER RESTORATION: THE CONTRACTOR SHALL REPLACE DAMAGED GROUND COVER WITH SAME SPECIES AS DAMAGED IN THE INSTALLATION PROCESS UNLESS INSTRUCTED OTHERWISE IN THE INSTALLATION SPECIFICATIONS PROVIDED BY THE PARK. CHAPTER 4: MATERIAL SPECIFICATIONS & ASSEMBLY DRAWINGS 4.2-43 ARTWORK & IMAGING ARTWORK: ALL IMAGES FOR PANELS SHOWN IN THIS SPECIFICATION WILL BE PREPARED IN SPECIFIED DIGITAL PROCESSES WITH ALL LAYOUTS IN CONFORMANCE WITH RESPECTIVE GRID FORMATS. THE GOVERNMENT WILL PROVIDE FABRICATOR WITH DIGITAL ARTWORK IN A FINISHED “PRODUCTION READY” FORM THAT DIRECTLY ACCOMMODATES THE PRODUCTION PRODUCTION READY” FORM THAT DIRECTLY ACCOMMODATES THE PRODUCTION FORM THAT DIRECTLY ACCOMMODATES THE PRODUCTION METHOD SPECIFIED FOR THE SIGN OR PANEL. ART PREPARATION COMPUTER PROGRAMS: ALL ARTWORK FOR PANELS WILL BE PREPARED IN ELECTRONIC FORMAT USING INDUSTRY STANDARD PROGRAMS ADOBE ILLUSTRATOR . THE VERSION OF . THE VERSION OF THE PROGRAM WILL GENERALLY BE THE LATEST VERSION OR THE VERSION WHICH HAS BEEN JUST PRECEDED UNLESS SPECIFIED. ARTWORK SUBMITTED TO FABRICATOR SHALL BE IN A COMMONLY AVAILABLE FILE FORMAT AND STORED ON AN ACCESSIBLE DRIVE. COMPUTER CUT VINYL AND RETROREFLECTIVE GRAPHICS AND DIRECT PRINTING FILES WILL BE PREPARED AS VECTOR ART FOR DIRECT TRANSFER TO PRODUCTION EQUIPMENT. GOVERNMENT SUBMITTALS A SCALED OUTPUT COPY OF THE PANELS TO BE PRODUCED WILL ACCOMPANY EACH ORDER. ART APPROVALS: TO INSURE THAT THE FILES HAVE BEEN CORRECTLY OUTPUT ON A FABRICATOR’S EQUIPMENT, THE FABRICATOR WILL PROVIDE A PAPER COPY OF ALL S EQUIPMENT, THE FABRICATOR WILL PROVIDE A PAPER COPY OF ALL PANELS TO BE REPRODUCED. THIS COPY SHALL BE SUBMITTED TO THE CONTRACT OFFICER FOR APPROVAL BEFORE IT IS PRODUCED IN THE SPECIFIED MEDIUM. OPTIONS FOR PROOF INCLUDE: SAME SIZE DIAZO PRINT FROM REPRODUCTION FILMS, DIE-SUBLIMATION PRINTS, LASER PRINT (FULL SIZE OR SCALED 66% OR 50%), OR COLOR INK–JET PRINTS OF FINAL PREPARED FROM SAME FILE USED TO PRODUCE FILM JET PRINTS OF FINAL PREPARED FROM SAME FILE USED TO PRODUCE FILM WORK, OR FINE LINE PLOTS OF VECTOR ART FILES. ALL SUBMISSIONS MUST INCLUDE CROP MARKS AND BE AT A DEFINABLE SCALE (25%, 50%, 75%, ETC.) AND PROVIDE AN ACCURATE REFLECTION OF THE PANEL TO BE PRODUCED. GRID FORMAT: ALL GRAPHICS TO BE FORMATTED USING THE GRID FORMATS FOR THE RESPECTIVE SIGN TYPE SPECIFIED (SEE CHAPTER 2: UNIGUIDE GRAPHIC STANDARDS, SECTION 2.7A). THIS INCLUDES TYPE SIZE, KERNING, MARGINS (LEFT AND RIGHT), TOP ALIGNMENT, AND OVERALL PANEL PROPORTIONS. TYPOGRAPHY: ALL SIGN LEGENDS ARE TO BE PREPARED USING THE TYPOGRAPHIC SPECIFICATIONS PROVIDED IN THIS DOCUMENT. TYPOGRAPHY TO BE FRUTIGER, NPS RAWLINSON, AND NPS ROADWAY. ARTWORK STORAGE: ALL PANEL ARTWORK FILES (DIGITAL) WILL BE CODED BY NUMBER. CONTRACTOR SHALL RETAIN ALL FILMS (NEGATIVE OR POSITIVE) FOR EACH PROJECT FOR PREPARATION OF REPLACEMENTS OR ADDITIONAL PANELS USING THE SAME GRAPHICS. FILES WILL REMAIN PROPERTY OF THE NPS AND BE RETURNED AT THEIR REQUEST AT THE END OF A CONTRACT PERIOD. ARTWORK: ORIGINAL ARTWORK SHALL NOT BE HARMED IN ANYWAY (WRITING, CUTTING, ETC.) AND WILL BE RETURNED TO THE GOVERNMENT UPON SUCCESSFUL COMPLETION AND ACCEPTANCE OF THE PROJECT. COLOR MATCHING: SUPPLIER SHALL BE ABLE TO MATCH NEARLY THE ENTIRE RANGE OF COLORS AS REPRESENTED BY THE PANTONE MATCHING SYSTEM (PMS) AND TOYO INKS, ETC. COLOR SAMPLES ARE TO BE PROVIDED AT NO EXTRA CHARGE ON ANY PROJECT.

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2.4-COLOR FOR UNIGUIDE APPLICATIONS

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COLONIAL PARKWAY COLONIAL NATIONAL HISTORICAL PARK

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%%U EXISTING SIGNAGE - REMOVALS

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ENTRY SIGNAGE NO. 1

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ENTRY SIGNAGE NO. 2

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%%U EXISTING SIGNAGE - LOCATION MAP

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ENTRY SIGNAGE NO. 4

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EXISTING SIGNAGE REMOVALS

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AutoCAD SHX Text NOTES: : 1. REFER TO NOTES ON SHEETS G-1 AND REFER TO NOTES ON SHEETS G-1 AND G-2 FOR ADDITIONAL INFORMATION REGARDING PROTECTION AND DEMOLITION.

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IDENTIFICATION SIGNAGE A PRIMARY & B SECONDARY LOCATION MAPS

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2-A1 COLONIAL PARKWAY AT YORKTOWN

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3-A2 COLONIAL PARKWAY & JAMESTOWN ISLAND

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4-A1 COLONIAL PARKWAY AT WILLIAMSBURG

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1-B YORKTOWN VISITOR CENTER

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AutoCAD SHX Text REMOVE LEADING DIRECTIONAL SIGN, PLACE NEW SIGN IN FRONT OF SECONDARY DIRECTIONAL AS PRIMARY IDENTIFIER.

AutoCAD SHX Text REMOVE AND REPLACE EXISTING DOT SIGN ( ), ), PLACE NEW SIGN ON LEVELED GROUND, ADJACENT TO REMOVED UNIT.

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PLACE NEW SIGN ON MEDIAN PRIOR TO EXISTING HISTORIC SIGN.

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PLACE NEW SIGN ON NPS LAND PRIOR TO LANE SPLIT.

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REMOVE EXISTING SIGN AND REPLACE WITH NEW SIGN PERPENDICULAR TO ROAD.

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REMOVE AND REPLACE EXISTING SIGN UNIT.

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REMOVE AND REPLACE EXISTING SIGN UNIT.

AutoCAD SHX Text PLACE NEW SIGN ON GRASS PATCH CENTERED WIDTHWISE, 8 FEET FROM HANDICAP PARKING EDGE. GRAPHIC TO FACE ENTERING TRAFFIC.

AutoCAD SHX Text SIGN TYPE A P1-2GX TWO-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON STRUCTURE 3.2-GUIDELINES FOR SIGN USE AND PLACEMENT BY SIGN TYPE

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SIGN TYPE B FI-2G TWO-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON PANEL

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PLACEMENT SPECIFICATIONS SUMMARY::

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1. PLACED AT KEY VEHICULAR VIEWED ENTRANCES, ENSURING THAT THE PARK, PARKWAY AND PLACED AT KEY VEHICULAR VIEWED ENTRANCES, ENSURING THAT THE PARK, PARKWAY AND ASSOCIATED STRUCTURES ARE IMMEDIATELY RECOGNIZED, IN THE MIDST OF ADJACENT OTHER PARTY IDENTIFIERS AND PROHIBITIONS. 2. ALL SIGNS ARE PLACED ON THE DRIVER'S RIGHT SIDE, UNLESS NOTED. ALL SIGNS ARE PLACED ON THE DRIVER'S RIGHT SIDE, UNLESS NOTED. 3. ALL “NO COMMERCIAL VEHICLES/COMMERCIAL VEHICLES PROHIBITED” DOT SIGNS ALL “NO COMMERCIAL VEHICLES/COMMERCIAL VEHICLES PROHIBITED” DOT SIGNS NO COMMERCIAL VEHICLES/COMMERCIAL VEHICLES PROHIBITED” DOT SIGNS DOT SIGNS (REPRESENTED BY ) TO BE MOVED TOWARDS ENTRANCE OF RAMP TO BETTER INFORM ) TO BE MOVED TOWARDS ENTRANCE OF RAMP TO BETTER INFORM DRIVERS OF THE LIMITATION. 4. ALL LOCATIONS ARE TO BE DETERMINED ON SITE WITH NPS CONTRACTING OFFICER'S ALL LOCATIONS ARE TO BE DETERMINED ON SITE WITH NPS CONTRACTING OFFICER'S APPROVAL ENSURING ALL ARCHAEOLOGICAL AND OTHER SITING REQUIREMENTS ARE ACCOUNTED FOR. 5. REQUIRE MONITORING OF ALL GROUND DISTURBANCE BY AN ARCHAEOLOGIST THAT MEETS REQUIRE MONITORING OF ALL GROUND DISTURBANCE BY AN ARCHAEOLOGIST THAT MEETS OR EXCEEDS THE SECRETARY OF THE INTERIOR'S STANDARDS IN ARCHAEOLOGY. CONTACT COLO CULTURAL RESOURCES MANAGER, MR. RON GRAYSON TO COORDINATE. RONALD_GRAYSON@NPS.GOV OR (757) 879-5159. 6. CONTRACTOR IS TO COORDINATE ALL SIGN INSTALLATION LOCATIONS IN THE VILLAGE OF CONTRACTOR IS TO COORDINATE ALL SIGN INSTALLATION LOCATIONS IN THE VILLAGE OF YORKTOWN WITH YORK COUNTY. 7. PROVIDE VEHICULAR IMPACT DETERRENT OF LARGER STONES, EARTHWORKS TO SLOW CARS PROVIDE VEHICULAR IMPACT DETERRENT OF LARGER STONES, EARTHWORKS TO SLOW CARS DOWN PRIOR TO IMPACTING SIGN STRUCTURE.

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%%U 5-B THE GLASSHOUSE

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IDENTIFICATION SIGNAGE A PRIMARY GRAPHIC & BRICK LAYOUTS

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AutoCAD SHX Text REFER TO ROUTED ARROWHEAD STANDARDS FOR PRODUCTION AND MOUNTING SPECIFICATIONS, TYP.

AutoCAD SHX Text TWO SETS, FRONT AND BACK, POWDER COATED .25" ALUMINUM PANELS: 16” HEIGHT BY 160" WIDE OVERBAR IN NPS DARK GREEN HEIGHT BY 160" WIDE OVERBAR IN NPS DARK GREEN AND 48" BY 160" WIDE HEIGHT BACKGROUND IN GRAY-BROWN. ADD 9" RETURNS TO ACCOMMODATE BOX SIDES. UV PROTECTIVE TOPCOAT COVERS ENTIRE BOX OVER GRAPHICS. PANELS LAMINATED TO INTERNAL BOX STRUCTURE, CUT TO SIZE WITH BREAK BEND CORNERS, ALL PANEL SEAMS BUTTED VERTICALLY (ON EDGES AND IN NON GRAPHIC ZONES) AND HORIZONTALLY. PROVIDE REMOVAL AVAILABILITY OF PANELS FOR MAINTENANCE. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION & FOOTINGS.

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SIDE ELEVATION

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GENERAL NOTES: : 1. PROVIDE BRICK VENEER IN PATTERN BOND AS INDICATED ON ELEVATIONS. BRICK TO PROVIDE BRICK VENEER IN PATTERN BOND AS INDICATED ON ELEVATIONS. BRICK TO MATCH SAMPLE PROVIDED BY CONTRACTING OFFICER IN SIZE, COLOR, POROSITY, AND TEXTURE. PROVIDE SPECIAL CUT BRICK WHERE REQUIRED AND MOLDED SHAPES AS SHOWN AT HORIZONTAL BRICK CAPS FOR WALLS, PIERS, AND PYLONS. HORIZONTAL CAPS TO SLOPE 15 DEGREES TO PROMOTE DRAINAGE, SLOPE FROM CENTER TO OUTSIDE EDGES. PROVIDE MOCK-UPS TO CONFIRM PATTERN BOND LAYOUT AND CLOSURE DETAILS IN FIELD FOR APPROVAL BY CONTRACTING OFFICER FOLLOWING PLACEMENT OF CONCRETE STRUCTURAL ELEMENTS AND PRIOR TO START OF BRICK MASONRY INSTALLATION. BRICK MASONRY INSTALLATION TO BE COMPLETED PRIOR TO INSTALLATION OF SIGNAGE ELEMENTS. 2. PROVIDE 3/8” MORTAR JOINT WITH CONCAVE PROFILE, TYP. MORTAR TO MATCH PROVIDE 3/8” MORTAR JOINT WITH CONCAVE PROFILE, TYP. MORTAR TO MATCH MORTAR JOINT WITH CONCAVE PROFILE, TYP. MORTAR TO MATCH SAMPLE PROVIDED BY CONTRACTING OFFICER IN COLOR AND COMPOSITION. 3. REHABILITATE DISTURBED LANDSCAPE WHERE SIGNAGE ELEMENTS HAVE BEEN REHABILITATE DISTURBED LANDSCAPE WHERE SIGNAGE ELEMENTS HAVE BEEN REMOVED AND WHERE NEW SIGNAGE ELEMENTS HAVE BEEN INSTALLED. REGRADE TO SLOPE AWAY FROM NEW SIGNAGE ELEMENTS AND SEED AT PERIMETER OF WALLS, PIERS, AND PYLONS, MIN. 10'.0” IN ALL DIRECTIONS. IN ALL DIRECTIONS. 4. SEE S-SERIES FOR STRUCTURAL DRAWINGS AND DETAILS.SEE S-SERIES FOR STRUCTURAL DRAWINGS AND DETAILS.

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IDENTIFICATION SIGNAGE A PRIMARY GRAPHIC & BRICK LAYOUTS

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AutoCAD SHX Text TWO SETS, FRONT AND BACK, POWDER COATED ."25 ALUMINUM PANELS: 9.5" HEIGHT BY 107"/121" WIDE OVERBAR IN NPS DARK GREEN AND 32.5" BY 107"/121" WIDE HEIGHT BACKGROUND IN GRAY-BROWN. ADD 9" RETURNS TO ACCOMMODATE BOX SIDES. UV PROTECTIVE TOPCOAT COVERS ENTIRE BOX OVER GRAPHICS. PANELS LAMINATED TO INTERNAL BOX STRUCTURE, CUT TO SIZE WITH BREAK BEND CORNERS, ALL PANEL SEAMS BUTTED VERTICALLY (ON EDGES AND IN NON GRAPHIC ZONES) AND HORIZONTALLY. PROVIDE REMOVAL AVAILABILITY OF PANELS FOR MAINTENANCE. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION & FOOTINGS.

AutoCAD SHX Text SIDE ELEVATION ARTWORK FILES: : COLO_1_A1_GRAPHIC.AI/.PDF/.EPS COLO_1_A1_GRAPHIC_OUTLINED.AI/.PDF/.EPS COLO_ARROWHEAD_21IN.AI/.PDF/.EPS FI-2G TWO-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON PANEL

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AutoCAD SHX Text SIDE ELEVATION ARTWORK FILES: : COLO_2_4_5_A1_GRAPHIC.AI/.PDF/.EPS COLO_2_4_5_A1_GRAPHIC.AI_OUTLINED/.PDF/.EPS COLO_ARROWHEAD_21IN.AI/.PDF/.EPS FI-2G TWO-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON PANEL

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AutoCAD SHX Text REFER TO ROUTED ARROWHEAD STANDARDS FOR PRODUCTION AND MOUNTING SPECIFICATIONS, TYP.

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TRIPLE HIT DIRECT PRINT OFF-WHITE GRAPHICS

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%%U 1-A1 YORKTOWN BATTLEFIELD

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%%U 2-A1, 4-A1, & 5-A1 COLONIAL PARKWAY(YORKTOWN, WILLIAMSBURG & JAMESTOWN)

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COLONIAL PARKWAY COLONIAL NATIONAL HISTORICAL PARK

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LMS

GENERAL NOTES: : 1. PROVIDE BRICK VENEER IN PATTERN BOND AS INDICATED ON ELEVATIONS. BRICK TO PROVIDE BRICK VENEER IN PATTERN BOND AS INDICATED ON ELEVATIONS. BRICK TO MATCH SAMPLE PROVIDED BY CONTRACTING OFFICER IN SIZE, COLOR, POROSITY, AND TEXTURE. PROVIDE SPECIAL CUT BRICK WHERE REQUIRED AND MOLDED SHAPES AS SHOWN AT HORIZONTAL BRICK CAPS FOR WALLS, PIERS, AND PYLONS. HORIZONTAL CAPS TO SLOPE 15 DEGREES TO PROMOTE DRAINAGE, SLOPE FROM CENTER TO OUTSIDE EDGES. PROVIDE MOCK-UPS TO CONFIRM PATTERN BOND LAYOUT AND CLOSURE DETAILS IN FIELD FOR APPROVAL BY CONTRACTING OFFICER FOLLOWING PLACEMENT OF CONCRETE STRUCTURAL ELEMENTS AND PRIOR TO START OF BRICK MASONRY INSTALLATION. BRICK MASONRY INSTALLATION TO BE COMPLETED PRIOR TO INSTALLATION OF SIGNAGE ELEMENTS. 2. PROVIDE 3/8” MORTAR JOINT WITH CONCAVE PROFILE, TYP. MORTAR TO MATCH PROVIDE 3/8” MORTAR JOINT WITH CONCAVE PROFILE, TYP. MORTAR TO MATCH MORTAR JOINT WITH CONCAVE PROFILE, TYP. MORTAR TO MATCH SAMPLE PROVIDED BY CONTRACTING OFFICER IN COLOR AND COMPOSITION. 3. REHABILITATE DISTURBED LANDSCAPE WHERE SIGNAGE ELEMENTS HAVE BEEN REHABILITATE DISTURBED LANDSCAPE WHERE SIGNAGE ELEMENTS HAVE BEEN REMOVED AND WHERE NEW SIGNAGE ELEMENTS HAVE BEEN INSTALLED. REGRADE TO SLOPE AWAY FROM NEW SIGNAGE ELEMENTS AND SEED AT PERIMETER OF WALLS, PIERS, AND PYLONS, MIN. 10'.0” IN ALL DIRECTIONS. IN ALL DIRECTIONS. 4. SEE S-SERIES FOR STRUCTURAL DRAWINGS AND DETAILS.SEE S-SERIES FOR STRUCTURAL DRAWINGS AND DETAILS.

IDENTIFICATION SIGNAGE A PRIMARY NPS ARROWHEAD SPECIFICATIONS

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%%U NPS GRAPHIC DESIGN STANDARDS TECHNICAL SERIES: ARROWHEAD

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COLONIAL PARKWAY COLONIAL NATIONAL HISTORICAL PARK

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NAR

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IDENTIFICATION SIGNAGE B SECONDARY GRAPHIC & BRICK LAYOUTS

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AutoCAD SHX Text FRONT ELEVATION ARTWORK FILES: : COLO_1_B_GRAPHIC.AI/.PDF/.EPS COLO_1_B_GRAPHIC_OUTLINED.AI/.PDF/.EPS FI-1G ONE-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON PANEL

AutoCAD SHX Text FRONT ELEVATION ARTWORK FILES: : COLO_2_B_GRAPHIC.AI/.PDF/.EPS COLO_2_B_GRAPHIC_OUTLINED.AI/.PDF/.EPS FI-1G ONE-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON PANEL

AutoCAD SHX Text FRONT ELEVATION ARTWORK FILES: : COLO_5_B_GRAPHIC.AI/.PDF/.EPS COLO_5_B_GRAPHIC_OUTLINED.AI/.PDF/.EPS FI-1G ONE-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON PANEL

AutoCAD SHX Text FRONT ELEVATION ARTWORK FILES: : COLO_4_B_GRAPHIC.AI/.PDF/.EPS COLO_4_B_GRAPHIC_OUTLINED.AI/.PDF/.EPS FI-1G ONE-LINE GROUND MOUNTED FORMAT WITH ARROWHEAD ON PANEL

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%%U 1-B YORKTOWN VISITOR CENTER

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%%U 2-B COLONIAL PARKWAY

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%%U 5-B GLASSHOUSE OF 1608

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%%U 4-B JAMESTOWN VISITOR CENTER

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COLONIAL PARKWAY COLONIAL NATIONAL HISTORICAL PARK

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NAR

AutoCAD SHX Text 04/01/2026

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LMS

AutoCAD SHX Text GENERAL NOTES: : 1. PROVIDE BRICK VENEER IN PATTERN BOND AS INDICATED ON ELEVATIONS. BRICK TO PROVIDE BRICK VENEER IN PATTERN BOND AS INDICATED ON ELEVATIONS. BRICK TO MATCH SAMPLE PROVIDED BY CONTRACTING OFFICER IN SIZE, COLOR, POROSITY, AND TEXTURE. PROVIDE SPECIAL CUT BRICK WHERE REQUIRED AND MOLDED SHAPES AS SHOWN AT HORIZONTAL BRICK CAPS FOR WALLS, PIERS, AND PYLONS. HORIZONTAL CAPS TO SLOPE 15 DEGREES TO PROMOTE DRAINAGE, SLOPE FROM CENTER TO OUTSIDE EDGES. PROVIDE MOCK-UPS TO CONFIRM PATTERN BOND LAYOUT AND CLOSURE DETAILS IN FIELD FOR APPROVAL BY CONTRACTING OFFICER FOLLOWING PLACEMENT OF CONCRETE STRUCTURAL ELEMENTS AND PRIOR TO START OF BRICK MASONRY INSTALLATION. BRICK MASONRY INSTALLATION TO BE COMPLETED PRIOR TO INSTALLATION OF SIGNAGE ELEMENTS. 2.