DENIAL BARRIERS PROJECT - DRAWINGS.pdf

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CAMDEN

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FAIRMOUNT AVE.

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22ND ST.

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BROAD ST.

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6TH ST.

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5TH ST.

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3RD ST.

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4TH ST.

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INDEPENDENCE

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NATIONAL

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HISTORICAL

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PARK

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WALNUT ST.

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SPRING

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GARDEN ST.

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DIAMOND

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LEHIGH

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ALLEGHENY AVE.

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GERMANTOWN

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AVE.

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WYOMING AVE.

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PHILADELPHIA

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HENRY AVE.

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WISSAHICKON

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AVE.

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PINE

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ST.

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SOUTH

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ST.

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CHESTNUT

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ST.

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RACE

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ST.

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AVE.

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ST.

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CECIL

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MOORE

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AVE.

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KOSCIUSZKO

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MEMORIAL

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EDGAR ALLAN

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POE N.H.S.

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DESHLER-MORRIS

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HOUSE

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BELMONT AVE.

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6TH ST.

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DELAWARE

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RIVER

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SCHUYLKILL

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RIVER

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NEW

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JERSEY

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RIDGE

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AVE.

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ERIE AVE.

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RISING

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SUN

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AVE.

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HAVERFORD

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AVE.

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ERIE AVE.

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PENNSYLVANIA

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SCALE OF MILES

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SCALE OF FEET

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INDEPENDENCE NATIONAL HISTORICAL PARK

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WORLD HERITAGE SITE

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UNESCO

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PROJECT BLOCK LOCATIONS

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LEGEND

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AutoCAD SHX Text 01 COVER SHEET COVER SHEET 02 L0.1 GENERAL NOTES L0.1 GENERAL NOTES GENERAL NOTES 03 L0.2 GENERAL NOTES AND KEY MAP L0.2 GENERAL NOTES AND KEY MAP GENERAL NOTES AND KEY MAP 04 L1.1 AREA A - INDE SQUARE DEMOLITION AND LAYOUT PLAN L1.1 AREA A - INDE SQUARE DEMOLITION AND LAYOUT PLAN AREA A - INDE SQUARE DEMOLITION AND LAYOUT PLAN 05 L1.2 AREA C - VISITOR CENTER DEMOLITION AND LAYOUT PLAN L1.2 AREA C - VISITOR CENTER DEMOLITION AND LAYOUT PLAN AREA C - VISITOR CENTER DEMOLITION AND LAYOUT PLAN 06 L1.3 AREA C - VISITOR CENTER DEMOLITION AND LAYOUT PLAN L1.3 AREA C - VISITOR CENTER DEMOLITION AND LAYOUT PLAN AREA C - VISITOR CENTER DEMOLITION AND LAYOUT PLAN 07 L1.4 AREA F - VISITOR CENTER DEMOLITION AND LAYOUT PLAN L1.4 AREA F - VISITOR CENTER DEMOLITION AND LAYOUT PLAN AREA F - VISITOR CENTER DEMOLITION AND LAYOUT PLAN 08 L1.5 AREA B - LIBERTY BELL DEMOLITION AND LAYOUT PLAN L1.5 AREA B - LIBERTY BELL DEMOLITION AND LAYOUT PLAN AREA B - LIBERTY BELL DEMOLITION AND LAYOUT PLAN 09 L1.6 AREA G - VISITOR CENTER DEMOLITION AND LAYOUT PLAN L1.6 AREA G - VISITOR CENTER DEMOLITION AND LAYOUT PLAN AREA G - VISITOR CENTER DEMOLITION AND LAYOUT PLAN 10 L1.7 AREA H - VISITOR CENTER DEMOLITION AND LAYOUT PLAN L1.7 AREA H - VISITOR CENTER DEMOLITION AND LAYOUT PLAN AREA H - VISITOR CENTER DEMOLITION AND LAYOUT PLAN 11 L1.8 AREA D - VISITOR CENTER DEMOLITION AND LAYOUT PLAN L1.8 AREA D - VISITOR CENTER DEMOLITION AND LAYOUT PLAN AREA D - VISITOR CENTER DEMOLITION AND LAYOUT PLAN 12 L1.9 AREA E - VISITOR CENTER DEMOLITION AND LAYOUT PLAN L1.9 AREA E - VISITOR CENTER DEMOLITION AND LAYOUT PLAN AREA E - VISITOR CENTER DEMOLITION AND LAYOUT PLAN 13 L2.1 SITE DETAILS - PAVING L2.1 SITE DETAILS - PAVING SITE DETAILS - PAVING 14 L2.2 EXISTING SITE IMAGES L2.2 EXISTING SITE IMAGES EXISTING SITE IMAGES 15 S3.1 BOLLARD FOUNDATION DETAILS S3.1 BOLLARD FOUNDATION DETAILS BOLLARD FOUNDATION DETAILS 16 S3.2 CRASH BEAM FOUNDATION DETAILS S3.2 CRASH BEAM FOUNDATION DETAILS CRASH BEAM FOUNDATION DETAILS 17 S3.3 SLIDE GATE FOUNDATION DETAILS S3.3 SLIDE GATE FOUNDATION DETAILS SLIDE GATE FOUNDATION DETAILS

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AREA F

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AREA E

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AREA H

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AREA G

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AREA D

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AREA C

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AREA B

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AREA A

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INDEPENDENCE HALL VISITOR CENTER

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INDEPENDENCE HALL

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6TH ST

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5TH ST

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4TH ST

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7TH ST

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MARKET ST

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CHESTNUT ST

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WALNUT ST

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ARCH ST

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LIBERTY BELL

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PROJECT AREAS

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INDEDPENDENCE VISITOR CENTER (IVC) BLOCK

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LIBERTY BELL CENTER (LBC) BLOCK

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INDEPENDENCE SQUARE (INDE) BLOCK

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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PHILADELPHIA COUNTY

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PENNSYLVANIA

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OF

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PKG.

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NO.

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SHEET

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DRAWING NO.

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INDEPENDENCE NATIONAL HISTORICAL PARK

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PHILADELPHIA

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IVC, LBC, AND INDE SQUARE BLOCKS

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VEHICLE DENIAL BARRIER DESIGN

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REVISION

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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CONSTRUCTION DRAWINGS

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BASICDATA

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NORTHEAST

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1/30/20 21:31 EKEMP R23 P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\LA\INDECOV.DWG XREFS: P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\INDEBASE.DWG; IMAGES: ..\IMAGES\EK STAMP.JPG; ..\IMAGES\811.JPEG;

PRIORITY

LEVEL

PROJEC

T AREA SECURITY IMPROVEMENT SECURITY RATING COLOR GATE CLEAR WIDTH

OPENING HEIGHT BOLLARD

SPACING

SHALLOW BOLLARD FOOTING

QTY

FIXED BOLLARD

FOOTING QTY TOTAL QUANTITY NOTES

1 Area A Cantilever Crash Gate ASTM F2656-07: M30 - P1 Black 10'-0" 42" Ht. 1 Manually operated, open to the right

2 Area C Bollards ASTM F2656-07: M50 - P1 Brown 42" Ht. 5'-0" max. O.C. 76 (+3 storm curb inlets) 0 76 (+3 storm curb inlets) (+3, For storm curb inlets)

3 Area F Cantilever Beam Gate ASTM F2656-07: M50 - P1 Brown 10'-0" 42" Ht. 1 Manually operated, open to the left Bollards ASTM F2656-07: M50 - P1 Brown 42" Ht. 5'-0" max. O.C. 30 0 30

4 Area B Cantilever Beam Gate ASTM F2656-07: M40 - P1 Brown 14'-0" 42" Ht. 1 Manually operated, open to the right Bollards ASTM F2656-07: M40 - P1 Brown 42" Ht. 5'-0" max. O.C. 6 6

4 Area G Bollards ASTM F2656-07: M50 - P1 Brown 42" Ht. 5'-0" max. O.C. 4 0 4 4 Area H Bollards ASTM F2656-07: M40 - P1 Brown 42" Ht. 4'-0" max. O.C. 6 0 6

5 Area D Cantilever Beam Gate ASTM F2656-07: M50 - P1 Brown 14'-0" 42" Ht. 1 Manually operated, open to the right Bollards ASTM F2656-07: M50 - P1 Brown 42" Ht. 5'-0" max. O.C. 6 0 6

6 Area E Bollards ASTM F2656-07: M30 - P1 Brown 42" Ht. Center on stairs 0 1 1

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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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OF

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TITLE OF SHEET

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GENERAL NOTES

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DHM

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DHM

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DHM

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AutoCAD SHX Text 06.07.2019

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INDEPENDENCE NATIONAL HISTORICAL PARK

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VEHICLE DENIAL BARRIER DESIGN FOR

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IVC, LBC AND INDE SQUARE BLOCKS

AutoCAD SHX Text GENERAL NOTES: 1. BACKGROUND INFORMATION IS INTENDED FOR REFERENCE ONLY. BACKGROUND INFORMATION IS INTENDED FOR REFERENCE ONLY. EXISTING BACKGROUND INFORMATION IS COMPRISED OF PARK PROVIDED CAD FILES FOR AREA A. ALL OTHER BACKGROUND INFORMATION IS COMPRISED OF DIGITIZED PDFS, GOOGLE EARTH AERIAL PHOTOGRAPHY AND FIELD NOTES FOR THE SITE IMPROVEMENT AREAS. BACKGROUND INFORMATION IS NOT GEOREFERENCED. 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, HORIZONTAL AND CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, HORIZONTAL AND VERTICAL CONTROLS AND PROPOSED DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE PARK OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. UTILITY INFORMATION IS SHOWN WHERE PROVIDED AS MAPPED PER UTILITY INFORMATION IS SHOWN WHERE PROVIDED AS MAPPED PER AS-BUILT DRAWINGS. FULL EXTENT OF EXISTING UTILITIES IS UNKNOWN. UTILITY TYPES ARE TO BE VERIFIED. UTILITY LOCATIONS, SIZES AND DEPTHS ARE UNKNOWN. CONTRACTOR TO FIELD VERIFY. 4. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES. THE CONTRACTOR IS RESPONSIBLE FOR SITE SURVEY, UTILITY LOCATES, POTHOLING AND ANY ADDITIONAL MEANS NECESSARY TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES. 5. EXISTING GRADES ARE UNKNOWN. CONTRACTOR TO FIELD VERIFY EXISTING GRADES ARE UNKNOWN. CONTRACTOR TO FIELD VERIFY AND RECORD PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO OBTAIN A GEOTECHNICAL REPORT FOR ALL CONTRACTOR TO OBTAIN A GEOTECHNICAL REPORT FOR ALL PAVEMENT DESIGN AND RECOMMENDATIONS REGARDING; EXCAVATION, COMPACTION, MATERIALS, PAVEMENT SUBEXCAVATION AND MOISTURE CONTROL. THE CONSTRUCTION METHODS FOR EXCAVATION, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN STRICT CONFORMANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 7. ALL WORK IS BEING COMPLETED WITHIN NHL DISTRICT AND ALL WORK ALL WORK IS BEING COMPLETED WITHIN NHL DISTRICT AND ALL WORK MUST BE IN KEEPING WITH THE SECRETARY OF THE INTERIOR (SOI) STANDARDS. 8. CONTRACTOR TO PROVIDE DESIGN SOLUTION FOR UTILITY CONTRACTOR TO PROVIDE DESIGN SOLUTION FOR UTILITY RELOCATIONS PER FIELD CONDITIONS FOR CONTRACTING OFFICER APPROVAL. 9. CONTRACTOR TO CONFORM TO ALL FEDERAL, STATE AND LOCAL CONTRACTOR TO CONFORM TO ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY RULES AND REGULATIONS. 10. CONTRACTOR RESPONSIBLE FOR HAVING REQUIRED DOCUMENTATION CONTRACTOR RESPONSIBLE FOR HAVING REQUIRED DOCUMENTATION AT THE JOB SITE AT ALL TIMES FOR ALL AGENCY REVIEWS. 11. CONTRACTOR RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONTRACTOR RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. REPAIR OF DAMAGED UTILITIES TO BE AT THE CONTRACTORS EXPENSE, INCLUDING BUT NOT LIMITED TO UNKNOWN UNDERGROUND UTILITIES. 12. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS, CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS, INCLUDING BUT NOT LIMITED TO; COORDINATING, INITIATING PERMIT ACQUISITION SERVICES, SCHEDULING, FURNISHING APPLICATIONS, PERMIT STATUS AND FINAL PERMITS. 13. ALL UTILITY RELOCATIONS TO BE PERFORMED BY A CONTRACTOR ALL UTILITY RELOCATIONS TO BE PERFORMED BY A CONTRACTOR LICENSED IN THE STATE OF PENNSYLVANIA MEETING ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 14. CONTRACTOR RESPONSIBLE FOR ALL METRO STOP, BUS STOP, SEPTA CONTRACTOR RESPONSIBLE FOR ALL METRO STOP, BUS STOP, SEPTA TRANSIT COORDINATION, INCLUDING BUT NOT LIMITED TO, DESIGN APPROVAL, REVIEWS AND APPLICATIONS PRIOR TO AND DURING CONSTRUCTION. STAGING AND ACCESS: 1. CONTRACTOR TO PROVIDE A CONSTRUCTION SEQUENCE PLAN & CONTRACTOR TO PROVIDE A CONSTRUCTION SEQUENCE PLAN & VEHICULAR & PEDESTRIAN DETOUR PLAN PRIOR TO CONSTRUCTION. PLAN TO INCLUDE PROPOSED STAGING AREAS, STORAGE AREAS, ACCESS ROUTES, AND CONSTRUCTION FENCING. 2. VEHICULAR AND PEDESTRIAN ACCESS NEEDS AND FENCING TO BE VEHICULAR AND PEDESTRIAN ACCESS NEEDS AND FENCING TO BE CONTINUOUSLY MONITORED AND RELOCATED THROUGHOUT THE DURATION OF CONSTRUCTION PER FEDERAL, STATE, LOCAL REQUIREMENTS AND AS DIRECTED BY THE CONTRACTING OFFICER. 3. CONTRACTOR TO PROVIDE PEDESTRIAN ACCESS TO THE VISITOR CONTRACTOR TO PROVIDE PEDESTRIAN ACCESS TO THE VISITOR CENTER (UP TO TWO ROUTES) TO REMAIN OPEN DURING CONSTRUCTION. 4. INSTALL CONSTRUCTION SIGNAGE ON TEMPORARY POSTS PRIOR TO INSTALL CONSTRUCTION SIGNAGE ON TEMPORARY POSTS PRIOR TO ANY CONSTRUCTION OPERATIONS AT THE SITE(S). REMOVE AFTER ALL CONSTRUCTION OPERATIONS ARE COMPLETE. THE INSTALLATION OF THE SIGNS ARE SUBSIDIARY TO INSTALLING FENCE. 5. INSTALL MOVABLE 6 FOOT CHAIN LINK FENCE WITH PRIVACY SCREEN INSTALL MOVABLE 6 FOOT CHAIN LINK FENCE WITH PRIVACY SCREEN & TEMPORARY TRAFFIC CONTROL AT THE SITE(S) PRIOR TO ANY CONSTRUCTION OPERATIONS. REMOVE AFTER ALL CONSTRUCTION OPERATIONS ARE COMPLETE. RESTORE BOTH SOFT AND HARD SURFACE LANDSCAPE TO PRE-CONSTRUCTION CONDITIONS. 6. CONTRACTOR WILL COORDINATE WITH THE PARK ARCHEOLOGIST TO CONTRACTOR WILL COORDINATE WITH THE PARK ARCHEOLOGIST TO IDENTIFY PROTECTION FOR ARCHAEOLOGICALLY SENSITIVE AREAS. DEMOLITION NOTES: 1. NPS TO PROVIDE ARCHEOLOGICAL MONITORING PLAN & SCHEDULE NPS TO PROVIDE ARCHEOLOGICAL MONITORING PLAN & SCHEDULE PRIOR TO ANY MOBILIZATION & DEMOLITION. CONTRACTOR TO COORDINATE WITH NPS ARCHAEOLOGIST PRIOR TO EXCAVATIONS. 2. PRIOR COORDINATION WITH CONTRACTING OFFICER REQUIRED FOR PRIOR COORDINATION WITH CONTRACTING OFFICER REQUIRED FOR STREET CUTS, UTILITY INTERRUPTIONS, AND TRAFFIC CONTROL. 3. TEMPORARY DISTURBANCE AREAS ARE TO BE APPROVED BY THE TEMPORARY DISTURBANCE AREAS ARE TO BE APPROVED BY THE PARK. 4. EXCAVATE ONLY AS NECESSARY FOR SECURITY IMPROVEMENTS. EXCAVATE ONLY AS NECESSARY FOR SECURITY IMPROVEMENTS. CONTRACTOR TO REMOVE PAVERS, BRICKS, AND COBBLESTONES TO THE NEAREST WHOLE PAVER, BRICK OR COBBLESTONE. SAW CUTS TO BE AT EXISTING JOINTS. SAW CUTS TO BE CLEAN & STRAIGHT LINES. 5. CONTRACTOR TO STAKE EXTENT OF DEMOLITION FOR NPS APPROVAL CONTRACTOR TO STAKE EXTENT OF DEMOLITION FOR NPS APPROVAL PRIOR TO IMPLEMENTATION. 6. EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT TO BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE. 7. REMOVE & SALVAGE FOR RE-USE ONSITE SURFACE MATERIALS AND REMOVE & SALVAGE FOR RE-USE ONSITE SURFACE MATERIALS AND SITE FEATURES PER PLANS. SALVAGED MATERIAL TO BE LOCATED WITHIN THE PARK BOUNDARIES. EXACT LOCATION TO BE DETERMINED BY THE PARK PROJECT MANAGER. 8. IF TEMPORARY DISTURBANCE TO UTILITIES IS DEEMED NECESSARY, IF TEMPORARY DISTURBANCE TO UTILITIES IS DEEMED NECESSARY, THE CONTRACTOR IS TO FIELD COORDINATE AND PROVIDE ENGINEERED STAMPED DRAWINGS BY A LICENSED ENGINEER IN THE STATE OF PENNSYLVANIA. FOR AGENCY AND CONTRACTING OFFICER REVIEW. 9. CONTRACTOR TO PROVIDE ALL NECESSARY MEANS TO PROTECT CONTRACTOR TO PROVIDE ALL NECESSARY MEANS TO PROTECT EXISTING STRUCTURES, PAVING, SITE FEATURES AND VEGETATION TO REMAIN. 10. ALL TRENCHES AND EXCAVATIONS SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION". SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OR THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, OR TO ANY EXISTING SITE IMPROVEMENTS OR STRUCTURES. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEEETING AND SHORING. 11. IRRIGATION IMPACTS ARE TO BE FIELD COORDINATED WITH THE PARK IRRIGATION IMPACTS ARE TO BE FIELD COORDINATED WITH THE PARK PROJECT MANAGER. 12. ENSURE POSITIVE DRAINAGE AT ALL TIMES. ENSURE POSITIVE DRAINAGE AT ALL TIMES. 13. VERIFY EXISTING TREE LOCATIONS WITH THE PARK PROJECT MANAGER VERIFY EXISTING TREE LOCATIONS WITH THE PARK PROJECT MANAGER PRIOR TO CONSTRUCTION. PROVIDE TREE PROTECTION AT THE DIRECTION OF THE PARK PROJECT MANAGER. 14. REMOVAL, SALVAGE AND REINSTALLATION OF SITE FEATURES AS REMOVAL, SALVAGE AND REINSTALLATION OF SITE FEATURES AS INDICATED PER AREA. 15. AREA C - LOCATION OF MEMORIAL AND PLAQUE IS TO BE AREA C - LOCATION OF MEMORIAL AND PLAQUE IS TO BE PHOTOGRAPHED AND SURVEYED PRIOR TO REMOVAL. CONTRACTOR TO SURVEY REINSTALLATION FOR EXACT PLACEMENT VERIFICATION. LAYOUT & GRADING NOTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS & GRADES CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS & GRADES PRIOR TO CONSTRUCTION. 2. FINAL BOLLARD LOCATIONS TO BE FIELD COORDINATED TO REDUCE FINAL BOLLARD LOCATIONS TO BE FIELD COORDINATED TO REDUCE IMPACTS TO EXISTING FEATURES, INCLUDING BUT NOT LIMITED TO STREET LIGHT POLE, STORM CURB INLETS AND ALL UTILITIES. 3. CONTRACTOR RESPONSIBLE FOR PROVIDING A MODIFIED FOUNDATION CONTRACTOR RESPONSIBLE FOR PROVIDING A MODIFIED FOUNDATION DESIGN SOLUTION PER FIELD CONDITIONS TO MINIMIZE IMPACTS TO EXISTING UTILITIES AND FOR EXISTING STRUCTURES, LIGHT POLES, STORM CURB INLETS TO REMAIN, PER REQUIREMENTS PROVIDED ON SHEETS S3.1-S3.3, FOR STRUCTURAL ENGINEERING APPROVAL. 4. MATCH AND ALIGN RE-INSTALLED SURFACE MATERIAL TO EXISTING MATCH AND ALIGN RE-INSTALLED SURFACE MATERIAL TO EXISTING PATTERNS AND GRADES. SUBMIT A DRAWING TO THE PARK PROJECT SUBMIT A DRAWING TO THE PARK PROJECT MANAGER SHOWING ANY DISCREPANCIES 10 DAYS PRIOR TO ANY CONSTRUCTION. 5. CONTRACTOR TO MATCH EXISTING BEDDING & SUB-BASE DEPTHS & CONTRACTOR TO MATCH EXISTING BEDDING & SUB-BASE DEPTHS & MATERIALS FOR RE-INSTALLATION OF ALL PAVING. 6. SURFACE MATERIALS - ALL MATERIALS AND CONSTRUCTION SHALL BE SURFACE MATERIALS - ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS AND SPECIFICATIONS LATEST REVISION AND PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST REVISION. ALL DENSITY, SUBGRADE PREPARATION AND BASE COURSE TESTING AND INSPECTIONS, INCLUDING FREQUENCY, TO COMPLY WITH REQUIREMENTS OF AGENCY(IES) WITH JURISDICTION. ALL TESTING RESULTS TO BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 7. HARDSCAPE AND SOFTSCAPE DETAILS ARE SHOWN FOR REFERENCE HARDSCAPE AND SOFTSCAPE DETAILS ARE SHOWN FOR REFERENCE AND BIDDING PURPOSES ONLY. RE-INSTALL SURFACE MATERIALS PER EXISTING FIELD CONDITIONS. 8. LIMIT DISTURBANCE AROUND EXISTING TREES AND TREE ROOT ZONES. LIMIT DISTURBANCE AROUND EXISTING TREES AND TREE ROOT ZONES. NOTIFY PARK PROJECT MANAGER FOR REVIEW/APPROVAL IF IMPROVEMENTS OCCUR IN ROOT ZONE. 9. USE EXISTING TOPSOIL IN AREAS OF BOLLARD INSTALLATION AT LAWN USE EXISTING TOPSOIL IN AREAS OF BOLLARD INSTALLATION AT LAWN AREAS. GRADE SMOOTHLY TO BLEND INTO EXISTING GRADES. 10. RE: STRUCTURAL FOR BOLLARD AND GATE FOOTING DETAILS. RE: STRUCTURAL FOR BOLLARD AND GATE FOOTING DETAILS. 11. RE: TABLE BELOW AND SITE LAYOUT SHEETS FOR SECURITY BOLLARD RE: TABLE BELOW AND SITE LAYOUT SHEETS FOR SECURITY BOLLARD AND GATE TYPE LOCATIONS AND QUANTITY. 12. CONTRACTOR TO MOCK-UP 10'x10' SF AREA OF EACH SURFACE CONTRACTOR TO MOCK-UP 10'x10' SF AREA OF EACH SURFACE MATERIAL FOR CONTRACTING OFFICER APPROVAL. MOCK-UP CAN BECOME PART OF INSTALLATION, IF APPROVED. COMPLETE NEW MOCK-UPS UNTIL APPROVED. 13. CONTRACTOR TO PROVIDE SAMPLES OF ALL MATERIALS FOR CONTRACTOR TO PROVIDE SAMPLES OF ALL MATERIALS FOR CONTRACTING OFFICER APPROVAL PRIOR TO INSTALLATION. 14. SMOOTH TRANSITION BETWEEN EXISTING AND NEW SURFACE SMOOTH TRANSITION BETWEEN EXISTING AND NEW SURFACE MATERIALS, MATCH EXISTING LINE AND GRADE. 15. LOCATION OF SALVAGED SITE FEATURES TO BE STAKED AND LOCATION OF SALVAGED SITE FEATURES TO BE STAKED AND APPROVED BY THE CONTRACTING OFFICER. 16. IMPROVEMENTS TO BE INSTALLED PER ABAAS STANDARDS. IMPROVEMENTS TO BE INSTALLED PER ABAAS STANDARDS. 17. NO GOVERNMENT PROVIDED MATERIALS. CONTRACTOR TO OBTAIN NO GOVERNMENT PROVIDED MATERIALS. CONTRACTOR TO OBTAIN REPLACEMENT BLUESTONE PAVERS AND ALL MATERIALS AS NECESSARY. SOURCES TO BE APPROVED BY THE CONTRACTING OFFICER. 18. COLORS, TEXTURES, FINISHES, SIZES, SHAPES, PATTERNS, JOINT COLORS, TEXTURES, FINISHES, SIZES, SHAPES, PATTERNS, JOINT SIZES AND ALL EXISTING DETAIL TO MATCH EXISTING CONDITIONS. 19. UTILITY RELOCATIONS - ALL MATERIALS AND CONSTRUCTION SHALL UTILITY RELOCATIONS - ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS AND SPECIFICATIONS LATEST REVISION AND PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST REVISION. ALL UTILITIES, TRENCHING AND SUBGRADE PREPARATION TESTING AND INSPECTIONS, INCLUDING FREQUENCY, TO COMPLY WITH REQUIREMENTS OF AGENCY(IES) WITH JURISDICTION. ALL TESTING RESULTS TO BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 20. MAINTAIN THE REQUIRED MINIMUM HORIZONTAL SEPARATION BETWEEN MAINTAIN THE REQUIRED MINIMUM HORIZONTAL SEPARATION BETWEEN ALL UTILITIES PER FEDERAL, STATE AND LOCAL REQUIREMENTS. 21. MAINTAIN THE REQUIRED MINIMUM UTILITY DEPTH OF COVER PER MAINTAIN THE REQUIRED MINIMUM UTILITY DEPTH OF COVER PER FEDERAL, STATE AND LOCAL REQUIREMENTS. 22. BACKFILL TO BE PLACED AFTER ALL UTILITY INSPECTIONS ARE BACKFILL TO BE PLACED AFTER ALL UTILITY INSPECTIONS ARE COMPLETED AND APPROVED BY THE CONTRACTING OFFICER. CONTRACTOR TO NOTIFY THE CONTRACTING OFFICER (48) HOURS IN ADVANCE OF PROPOSED BACKFILL OPERATIONS. 23. BACKFILL PER FEDERAL, STATE AND LOCAL REQUIREMENTS. STAKE BACKFILL PER FEDERAL, STATE AND LOCAL REQUIREMENTS. STAKE ALL IMPROVEMENTS FOR CONTRACTING OFFICER REVIEW PRIOR TO INSTALLATION. CONTRACTOR TO RE-STAKE IMPROVEMENTS AND MAKE ADJUSTMENTS FOR EX. SITE FURNISHINGS, VEGETATION, ETC. AT THE DIRECTION OF THE PARK PROJECT MANAGER. 24. CONTRACTOR TO IMMEDIATELY REMOVE DEBRIS DEPOSITED INTO CONTRACTOR TO IMMEDIATELY REMOVE DEBRIS DEPOSITED INTO PUBLIC MANHOLES AND OTHER PUBLIC STRUCTURES TO ELIMINATE THE POSSIBILITY OF PROPERTY DAMAGE DUE TO THE DEBRIS CAUSING BACKUP INTO PRIVATE PROPERTIES. IF IT IS DETERMINED THAT DEBRIS CAUSED BACKUP, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES. 25. WATER LINE - IF REROUTE IS REQUIRED, THE MANUFACTURER SHALL WATER LINE - IF REROUTE IS REQUIRED, THE MANUFACTURER SHALL FURNISH A CERTIFIED STATEMENT THAT ALL OF THE SPECIFIED TESTS AND INSPECTIONS HAVE BEEN MADE AND THE RESULTS THEREOF COMPLY WITH THE REQUIREMENTS OF THE AGENCY(IES) WITH JURISDICTIONS. THE CONTRACTOR IS TO SUBMIT A COPY OF THE CERTIFICATION TO THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION UPON REQUEST.

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GATE & BOLLARD QUANTITY TABULATION CHART - REFERENCE PRODUCT FILES

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SCALE OF FEET

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1/30/20 21:35 EKEMP R23 P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\LA\L0-1_NOTES.DWG XREFS: P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\XL-TITLE INFO.DWG; P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\INDEBASE.DWG; IMAGES: ..\IMAGES\EK STAMP.JPG; ..\IMAGES\811.JPEG;

DATE:

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DESIGNED:

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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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OF

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TITLE OF SHEET

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GENERAL NOTES

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AND KEY MAP

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DHM

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DHM

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DHM

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INDEPENDENCE NATIONAL HISTORICAL PARK

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VEHICLE DENIAL BARRIER DESIGN FOR

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IVC, LBC AND INDE SQUARE BLOCKS

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PROJECT BLOCK LOCATIONS

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LEGEND

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AREA F

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AREA E

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AREA H

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AREA G

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AREA D

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AREA C

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AREA B

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AREA A

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VISITOR CENTER

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INDEPENDENCE HALL

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6TH ST

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5TH ST

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4TH ST

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7TH ST

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MARKET ST

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CHESTNUT ST

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ARCH ST

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STAGING AREA

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CONTRACTOR STAGING AREA

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KEY MAP

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SCALE: 1"=150'-0"

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IVC BLOCK

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LBC BLOCK

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INDE BLOCK

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LIBERTY BELL

AutoCAD SHX Text 1/30/20 21:35 EKEMP R23 P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\LA\L0-1_NOTES.DWG XREFS: P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\XL-TITLE INFO.DWG; P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\INDEBASE.DWG; IMAGES: ..\IMAGES\EK STAMP.JPG; ..\IMAGES\811.JPEG;

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PROJECT AREAS

AutoCAD SHX Text ABBREVIATIONS: IVC INDEPENDENCE VISITOR CENTER BLOCK INDEPENDENCE VISITOR CENTER BLOCK LBC LIBERTY BELL CENTER BLOCK LIBERTY BELL CENTER BLOCK INDE INDEPENDENCE SQUARE BLOCK INDEPENDENCE SQUARE BLOCK SOI SECRETARY OF INTERIOR SECRETARY OF INTERIOR NHL NATIONAL HISTORIC LANDMARK NATIONAL HISTORIC LANDMARK NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE EX. EXISTING EXISTING MIN. MINIMUM MINIMUM MAX. MAXIMUM MAXIMUM HT. HEIGHT HEIGHT W/O WITHOUT WITHOUT TYP. TYPICAL TYPICAL RE: REFERENCE REFERENCE NTS NOT TO SCALE NOT TO SCALE O.C. ON CENTER ON CENTER QTY. QUANTITY QUANTITY

STORM CONTROL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION. CONTROL SYSTEMS SHALL BE INSTALLED PRIOR TO DEMOLITION. CONTRACTOR TO PROVIDE UNDER-AN-ACRE POLLUTION PREVENTION PLAN (UPPP) IN ACCORDANCE WITH NPDES REQUIREMENTS. 2. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 3. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 4. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE CONTRACTOR SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. 5. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, ROADWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 6. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN INADVERTENTLY DISCHARGED TO, OR ACCUMULATED IN, THE FLOWLINES AND PUBLIC RIGHT-OF-WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. 7. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC ROADWAYS. 8. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" [BMP] SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP. 9. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A SELF CONTAINED, LEAK-PRROF WASH OUT SYSTEM LOCATED ON THE JOB SITE. DRIED CEMENT WASTE SHALL BE PROPERLY DISPOSED OF. THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 11. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. 12. REFER TO DIVISION 1 SPECIFICATION 01 57 23 FOR TEMPORARY REFER TO DIVISION 1 SPECIFICATION 01 57 23 FOR TEMPORARY STORM WATER POLLUTION PREVENTION REGULATIONS.

EX. HERRINGBONE BRICK PAVING

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EX. GRANITE COBBLESTONES

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EX. BRICK WALL WITH STONE CAP W/O FENCE

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EX. UNDERGROUND TELEPHONE LINE

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EX. WATER LINE (PIPE SIZES VARY)

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EX. SANITARY SEWER LINE

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EX. UNDERGROUND ELECTRIC LINE

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EX. GAS LINE

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EX. BUILDING

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EX. BOLLARD

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LEGEND

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WMH

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CB

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EX. WATER STRUCTURE

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EX. SEWER STRUCTURE CATCH BASIN

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GATE, RE: STRUCTURAL (DASHED LINE IS SYMBOLIC FOR FOOTING TYPE)

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LIMITS OF CONSTRUCTION

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WV

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FH

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FWMH

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WMH

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CB

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CB

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CB

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CB

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DATE:

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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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OF

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TITLE OF SHEET

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AREA A - INDE SQUARE

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DEMOLITION AND

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LAYOUT PLAN

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DHM

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DHM

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DHM

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INDEPENDENCE NATIONAL HISTORICAL PARK

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VEHICLE DENIAL BARRIER DESIGN FOR

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IVC, LBC AND INDE SQUARE BLOCKS

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KEY MAP

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NTS

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SCALE OF FEET

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S 6TH STREET

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CHESTNUT STREET

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S 5TH STREET

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400 CRASH BEAM GATE, 42" HT., RE: STRUCTURAL & TABULATION CHART (L0.1)

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BRICK WALL WITH STONE CAP, PROTECT IN PLACE, TYP.

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HERRINGBONE BRICK PAVING, ALL BRICK TO BE REMOVED, SALVAGED, AND REPLACED, TYP.

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BRICK WALL WITH STONE CAP, PROTECT IN PLACE, TYP.

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EXISTING BOLLARD & CHAIN, PROTECT IN PLACE, TYP.

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GRANITE COBBLESTONE, PROTECT IN PLACE, TYP.

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S 6TH STREET

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BRICK WALL WITH STONE CAP, PROTECT IN PLACE, TYP.

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BRICK WALL WITH STONE CAP, PROTECT IN PLACE, TYP.

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CONGRESS HALL

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AREA A: 400 CRASH BEAM GATE AT WALL

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AREA A: EXISTING CONDITIONS

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NTS

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SCALE: 1" = 5'-0"

AutoCAD SHX Text NOTE: 1. REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, AND REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, AND LAYOUT AND GRADING NOTES. 2. AREA A GATE IS M30 RATED. REFER TO STRUCTURAL AND PRODUCT FILE AREA A GATE IS M30 RATED. REFER TO STRUCTURAL AND PRODUCT FILE FOR FOOTING AND INSTALLATION DETAILS. 3. RE-INSTALLATION OF SURFACE MATERIALS TO MATCH EXISTING BEDDING & RE-INSTALLATION OF SURFACE MATERIALS TO MATCH EXISTING BEDDING & SUB-BASE DEPTHS & MATERIALS. 4. THE UTILITIES SHOWN ON THE DRAWING HAVE BEEN PLOTTED FROM THE THE UTILITIES SHOWN ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED CONDITIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION. CONTRACTOR TO FIELD VERIFY AND COORDINATE PROPOSED FOOTINGS TO MINIMIZE UTILITY IMPACTS. IF A CONFLICT EXISTS, UTILITIES REQUIRE RELOCATION AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A DESIGN SOLUTION PREPARED BY AN (CIVIL/ELECTRICAL/STRUCTURAL) ENGINEER LICENSED IN THE STATE OF PENNSYLVANIA FOR CONTRACTING OFFICER APPROVAL. NOTCHING/SLEEVING THE BOTTOM OF THE FOUNDATION FOR EXISTING UTILITIES TO BE REVIEWED BY STRUCTURAL ENGINEER ON A CASE-BY-CASE BASIS.

AutoCAD SHX Text INSTALL FENCE TO RESTRICT ACCESS (BOTH SIDES). FENCE CANNOT BE ATTACHED TO, TOUCH, OR IMPACT EXISTING WALL. ASSUME 12" FROM FACE OF COLUMN BASE TO GATE ON BOTH SIDES FOR BIDDING PURPOSES. EXACT LOCATION TO BE STAKED FOR NPS APPROVAL PRIOR TO ANY CONSTRUCTION.

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8" WIDE GRANITE CURB, PROTECT IN PLACE, TYP.

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AREA A

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EXISTING GATE, TO BE REMOVED BY PARK PRIOR TO THE START OF CONSTRUCTION

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EXISTING BOLLARD & CHAIN, PROTECT IN PLACE, TYP.

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INDE BLOCK

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AutoCAD SHX Text 1/30/20 11:43 AKISTLER R23 P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\LA\L1-1_LAYOUT-AREAA.DWG XREFS: P:\Denver\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\AreaA-Proposed.dwg|AreaA.dwg|KEYMAP_Park Plan Ben Edit.dwg|XL-TITLE INFO.dwg|

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DIMENSION FROM BACK OF CURB TO FACE OF WALL

DIMENSION FROM BACK OF CURB TO FACE OF COLUMN BASE

EX. BLUESTONE PAVERS

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EX. UNDERGROUND TELEPHONE LINE

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EX. WATER LINE (PIPE SIZES VARY)

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EX. UNDERGROUND ELECTRIC LINE

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EX. BUILDING

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EX. SANITARY SEWER LINE

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EX. GAS LINE

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LEGEND

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CENTERLINE

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EX. BLUESTONE PAVERS

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EX. LIGHT POLE

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LIMITS OF CONSTRUCTION

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EX. HERRINGBONE BRICK PAVING

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EXISTING PLANTER

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EX. BRICK COLUMN

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DATE:

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DESIGNED:

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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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OF

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AREA C - VISITOR CENTER

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DEMOLITION AND

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LAYOUT PLAN

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DHM

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DHM

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DHM

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INDEPENDENCE NATIONAL HISTORICAL PARK

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VEHICLE DENIAL BARRIER DESIGN FOR

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IVC, LBC AND INDE SQUARE BLOCKS

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NTS

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S 6TH STREET

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S 5TH STREET

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MARKET STREET

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SCALE OF FEET

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MARKET STREET

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S 6TH STREET

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BLUESTONE PAVERS, PROTECT IN PLACE, TYP.

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BLUESTONE MEMORIAL, PROTECT IN PLACE, TYP.

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LAWN

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INDEPENDENCE VISITOR CENTER

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AREA C: EXISTING CONDITIONS

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NTS

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AREA C: BOLLARDS AT STREET CURB

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SCALE: 1" = 10'-0"

AutoCAD SHX Text NOTE: 1. REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, AND LAYOUT AND GRADING NOTES. 2. ALL AREA C BOLLARDS ARE M50 RATED. REFER TO STRUCTURAL AND ALL AREA C BOLLARDS ARE M50 RATED. REFER TO STRUCTURAL AND PRODUCT FILE FOR FOOTING AND INSTALLATION DETAILS. 3. (7) QTY. BOLLARD WITH SHALLOW FOOTING (7) QTY. BOLLARD WITH SHALLOW FOOTING 4. (71) QTY. BOLLARD WITH FIXED FOOTING (71) QTY. BOLLARD WITH FIXED FOOTING 5. RE: L2.1 FOR PAVING DETAILS RE: L2.1 FOR PAVING DETAILS 6. RE-INSTALLATION TO MATCH EXISTING BEDDING & SUB-BASE DEPTHS RE-INSTALLATION TO MATCH EXISTING BEDDING & SUB-BASE DEPTHS & MATERIALS. 7. THE UTILITIES SHOWN ON THE DRAWING HAVE BEEN PLOTTED FROM THE UTILITIES SHOWN ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 8. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED CONDITIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ANDCOORDINATE PROPOSED FOOTINGS TO MINIMIZE UTILITY IMPACTS. IF A CONFLICT EXISTS, UTILITIES REQUIRE RELOCATION AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A DESIGN SOLUTION PREPARED BY AN (CIVIL/ELECTRICAL/STRUCTURAL) ENGINEER LICENSED IN THE STATE OF PENNSYLVANIA FOR CONTRACTING OFFICER APPROVAL. NOTCHING/SLEEVING THE BOTTOM OF THE FOUNDATION FOR EXISTING UTILITIES TO BE REVIEWED ON A CASE-BY-CASE BASIS.

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SHALLOW BOLLARD FOOTING, RE: STRUCTURAL, TYP.

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SHALLOW BOLLARD FOOTING, RE: STRUCTURAL, TYP.

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BOLLARD, 42" HT, 5' MAX. O.C., TYP., RE: TABULATION CHART (L0.1)

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EXISTING LIGHT POLE, PROTECT IN PLACE, CONTRACTOR TO FIELD LOCATE, TYP.

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AREA C

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RAMP

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IVC BLOCK

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GRANITE BRICK PAVING, PROTECT IN PLACE, TYP.

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EXISTING PLANTER, REMOVE, SALVAGE, AND REINSTALL, TYP.

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BLUESTONE PAVERS, REMOVE, SALVAGE, AND REPLACE, TYP.

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GRANITE BRICK PAVING, REMOVE, SALVAGE, AND REPLACE, TYP.

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8" WIDE GRANITE CURB, REMOVE, SALVAGE, AND REPLACE, TYP.

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AREA C: EXISTING PLANTER

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NTS

AutoCAD SHX Text IMAGES: ..\IMAGES\EK STAMP.JPG; ..\IMAGES\811.JPEG; P:\DENVER\NPS INDE BARRIERS-14849\5_SD\PHOTOS\05_VISITOR CENTER\01_MARKET STREET\IMG_1904.JPG; P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\IMAGES\IMG_1438.JPG; ..\..\SITEVISIT\20190627\P1290592.JPG;

AutoCAD SHX Text 1/30/20 11:43 AKISTLER R23 P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\LA\L1-2-3_LAYOUT-AREAC.DWG XREFS: P:\Denver\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\AreaC-Proposed.dwg|AreaC.dwg|KEYMAP_Park Plan Ben Edit.dwg|XL-TITLE INFO.dwg|

AutoCAD SHX Text

ALIGN CENTER OF BOLLARD PLUMB WITH EDGE OF INDE VISITOR CENTER.

AutoCAD SHX Text

BLUESTONE PAVER CURB CUT, REMOVE, SALVAGE, AND REPLACE, TYP.

ASPHALT, SAWCUT 2' WIDE AND REPLACE, TYP.

EX. 4" x 8" x 5" GRANITE BRICK PAVING

AutoCAD SHX Text

EX. BLUESTONE PAVERS

AutoCAD SHX Text

EX. UNDERGROUND TELEPHONE LINE

AutoCAD SHX Text

EX. WATER LINE (PIPE SIZES VARY)

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EX. UNDERGROUND ELECTRIC LINE

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EX. TREE

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EX. BUILDING

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EX. SANITARY SEWER LINE

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EX, GAS LINE

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LEGEND

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CENTERLINE

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EX. BLUESTONE PAVERS

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EX. LIGHT POLE

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EX. BRICK WALL WITH STONE CAP WITH METAL FENCE

AutoCAD SHX Text SHALLOW BOLLARD FOOTING, RE: STRUCTURAL (DASHED LINE IS SYMBOLIC FOR FOOTING TYPE)

AutoCAD SHX Text

LIMITS OF CONSTRUCTION

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EX. HERRINGBONE BRICK PAVING

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EX. TREE TO BE REMOVED

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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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OF

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TITLE OF SHEET

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AREA C - VISITOR CENTER

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DEMOLITION AND

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LAYOUT PLAN

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DHM

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DHM

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DHM

AutoCAD SHX Text L1.3

AutoCAD SHX Text 06.07.2019

AutoCAD SHX Text 241266

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 154998

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

AutoCAD SHX Text

VEHICLE DENIAL BARRIER DESIGN FOR

AutoCAD SHX Text

IVC, LBC AND INDE SQUARE BLOCKS

AutoCAD SHX Text

KEY MAP

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NTS

AutoCAD SHX Text

S 6TH STREET

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S 5TH STREET

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MARKET STREET

AutoCAD SHX Text MATCHLINE (SEE SHEET LX1.2b)

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SCALE OF FEET

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AutoCAD SHX Text 1" = 10'

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MARKET STREET

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S 5TH STREET

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BLUESTONE PAVERS, PROTECT IN PLACE, TYP.

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GRANITE BRICK PAVING, PROTECT IN PLACE, TYP.

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EXISTING TREE TO BE REMOVED, TREE PIT TO BE FILLED IN WITH STRUCTURAL FILL, TYP.

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LAWN

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AREA C: BOLLARDS AT STREET CURB

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SCALE: 1" = 10'-0"

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SHALLOW BOLLARD FOOTING, RE: STRUCTURAL, TYP.

AutoCAD SHX Text

SHALLOW BOLLARD FOOTING, RE: STRUCTURAL, TYP.

AutoCAD SHX Text

BRICK WALL WITH STONE CAP WITH METAL FENCE, PROTECT IN PLACE, TYP.

AutoCAD SHX Text NOTE: 1. REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, AND REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, AND LAYOUT AND GRADING NOTES. 2. ADDITIONAL AREA C NOTES ON L1.2. ADDITIONAL AREA C NOTES ON L1.2. 3. ALL AREA C BOLLARDS ARE M50 RATED ALL AREA C BOLLARDS ARE M50 RATED 4. RE-INSTALLATION TO MATCH EXISTING BEDDING & SUB-BASE DEPTHS & RE-INSTALLATION TO MATCH EXISTING BEDDING & SUB-BASE DEPTHS & MATERIALS. 5. THE UTILITIES SHOWN ON THE DRAWING HAVE BEEN PLOTTED FROM THE THE UTILITIES SHOWN ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 6. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED CONDITIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION. CONTRACTOR TO FIELD VERIFY AND COORDINATE PROPOSED FOOTINGS TO MINIMIZE UTILITY IMPACTS. IF A CONFLICT EXISTS, UTILITIES REQUIRE RELOCATION AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A DESIGN SOLUTION PREPARED BY AN (CIVIL/ELECTRICAL/STRUCTURAL) ENGINEER LICENSED IN THE STATE OF PENNSYLVANIA FOR CONTRACTING OFFICER APPROVAL. NOTCHING/SLEEVING THE BOTTOM OF THE FOUNDATION FOR EXISTING UTILITIES TO BE REVIEWED BY STRUCTURAL ENGINEER ON A CASE-BY-CASE BASIS. 7. TREE PIT, CONTRACTOR TO PROVIDE STRUCTURAL FILL AND TOPSOIL TO TREE PIT, CONTRACTOR TO PROVIDE STRUCTURAL FILL AND TOPSOIL TO MATCH EXISTING TYPES AND MIX.

AutoCAD SHX Text

BOLLARD, 42" HT, 5' MAX. O.C., TYP., RE: TABULATION CHART (L0.1)

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EXISTING LIGHT POLE, PROTECT IN PLACE, CONTRACTOR TO FIELD LOCATE, TYP.

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AREA C

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IVC BLOCK

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EXISTING TREE, PROTECT IN PLACE, TYP.

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ENGRAVED STONE, REMOVE, SALVAGE, AND REINSTALL

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POUR BOLLARD FOUNDATION TO AVOID IMPACT

AutoCAD SHX Text

BLUESTONE PAVERS, REMOVE, SALVAGE, AND REPLACE, TYP.

AutoCAD SHX Text

GRANITE BRICK PAVING, REMOVE, SALVAGE, AND REPLACE, TYP.

AutoCAD SHX Text

8" WIDE GRANITE CURB, REMOVE, SALVAGE, AND REPLACE, TYP.

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6" WIDE GRANITE CURB, REMOVE, SALVAGE, AND REPLACE, TYP.

AutoCAD SHX Text FOR BIDDING PURPOSES, INCLUDE (+3) BOLLARDS AND (3) STORM CURB INLETS, CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATIONS AND QUANTITIES OF EXISTING STREET LIGHT POLES. CONTRACTOR RESPONSIBLE FOR BOLLARD LAYOUT TO AVOID EXISTING STRUCTURES. CONTRACTOR RESPONSIBLE FOR PROVIDING A MODIFIED FOUNDATION DESIGN SOLUTION PER FIELD CONDITIONS BASED ON REQUIREMENTS PROVIDED ON SHEETS S3.1-S3.3, FOR STRUCTURAL ENGINEERING APPROVAL. PER SECURITY REQUIREMENTS, BOLLARD SPACING TO BE 5'-0" MAX O.C.

AutoCAD SHX Text FOR BIDDING PURPOSES, INCLUDE (4) LIGHT POLES, CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATIONS AND QUANTITIES OF EXISTING STREET LIGHT POLES. CONTRACTOR RESPONSIBLE FOR PROVIDING A MODIFIED FOUNDATION DESIGN SOLUTION PER FIELD CONDITIONS BASED ON REQUIREMENTS PROVIDED ON SHEETS S3.1-S3.3, FOR STRUCTURAL ENGINEERING APPROVAL. PER SECURITY REQUIREMENTS, BOLLARD SPACING TO BE 5'-0" MAX O.C.

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AREA C: BOLLARD PLACEMENT

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NTS

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UNDERGROUND TELEPHONE LINE TO BE FIELD COORDINATED

AutoCAD SHX Text IMAGES: ..\IMAGES\EK STAMP.JPG; ..\IMAGES\811.JPEG; P:\DENVER\NPS INDE BARRIERS-14849\5_SD\PHOTOS\05_VISITOR CENTER\01_MARKET STREET\IMG_1904.JPG; P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\IMAGES\IMG_1438.JPG; ..\..\SITEVISIT\20190627\P1290592.JPG;

AutoCAD SHX Text 1/30/20 11:43 AKISTLER R23 P:\DENVER\NPS INDE BARRIERS-14849\7_CD\CADD\LA\L1-2-3_LAYOUT-AREAC.DWG XREFS: P:\Denver\NPS INDE BARRIERS-14849\7_CD\CADD\BASES\AreaC-Proposed.dwg|AreaC.dwg|KEYMAP_Park Plan Ben Edit.dwg|XL-TITLE INFO.dwg|

AutoCAD SHX Text

MEMORIAL, ENGRAVED BLUESTONE, REMOVE, SALVAGE, AND REINSTALL

AutoCAD SHX Text

BLUESTONE MEMORIAL, PROTECT IN PLACE, TYP.

ASPHALT, SAWCUT 2' WIDE AND REPLACE, TYP.

EX. 4" x 8" x 5" GRANITE BRICK PAVING

AutoCAD SHX Text

EX. BLUESTONE PAVERS

AutoCAD SHX Text

EX. UNDERGROUND TELEPHONE LINE

AutoCAD SHX Text

EX. STEAM LINE

AutoCAD SHX Text

EX. TREE

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EX. BUILDING

AutoCAD SHX Text

EX. SANITARY SEWER LINE

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EX. GAS LINE

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LEGEND

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CENTERLINE

AutoCAD SHX Text

EX. HERRINGBONE BRICK PAVING

AutoCAD SHX Text

EX. LAWN

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EX. STONE WALL

AutoCAD SHX Text

GATE, RE: STRUCTURAL (DASHED LINE IS SYMBOLIC FOR FOOTING TYPE)

AutoCAD SHX Text SHALLOW BOLLARD FOOTING, RE: STRUCTURAL (DASHED LINE IS SYMBOLIC FOR FOOTING TYPE)

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LIMITS OF CONSTRUCTION

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EX. BRICK COLUMN

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EX. SIGN

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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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OF

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TITLE OF SHEET

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AREA F - VISITOR CENTER

AutoCAD SHX Text

DEMOLITION AND

AutoCAD SHX Text

LAYOUT PLAN

AutoCAD SHX Text

AutoCAD SHX Text

DHM

AutoCAD SHX Text

DHM

AutoCAD SHX Text

DHM

AutoCAD SHX Text L1.4

AutoCAD SHX Text 06.07.2019

AutoCAD SHX Text 241266

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 154998

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

AutoCAD SHX Text

VEHICLE DENIAL BARRIER DESIGN FOR

AutoCAD SHX Text

IVC, LBC AND INDE SQUARE BLOCKS

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

S 6TH STREET

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S 5TH STREET

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ARCH STREET

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BLUESTONE PAVERS, PROTECT IN PLACE, TYP.

AutoCAD SHX Text

GRANITE BRICK PAVING, PROTECT IN PLACE, TYP.

AutoCAD SHX Text

EXISTING TREE, PROTECT IN PLACE, TYP.

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BUILDING

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HERRINGBONE BRICK PAVING, PROTECT IN PLACE, TYP.

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ARCH STREET

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LAWN

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AREA F: CODE GATE AND BOLLARDS AT EDGE OF LAWN

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SCALE: 1" = 10'-0"

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AREA F: EXISTING CONDITIONS

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NTS

AutoCAD SHX Text

SHALLOW BOLLARD FOOTING, RE: STRUCTURAL, TYP.

AutoCAD SHX Text

STONE WALL, PROTECT IN PLACE, TYP.

AutoCAD SHX Text

ANTI-RAM BEAM GATE, 42" HT. MIN., RE: STRUCTURAL & TABULATION CHART (L0.1)

AutoCAD SHX Text NOTE: 1. REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, AND REFER TO L0.1 FOR ALL GENERAL, STAGING & ACCESS, DEMOLITION, AND LAYOUT AND GRADING NOTES. 2. ALL AREA F BOLLARDS ARE M50 RATED. REFER TO STRUCTURAL AND ALL AREA F BOLLARDS ARE M50 RATED. REFER TO STRUCTURAL AND PRODUCT FILE FOR FOOTING AND INSTALLATION DETAILS. 3. (15) QTY. BOLLARD WITH SHALLOW FOOTING (15) QTY. BOLLARD WITH SHALLOW FOOTING 4. (17) QTY. BOLLARD WITH FIXED FOOTING (17) QTY. BOLLARD WITH FIXED FOOTING 5. RE: L2.1 FOR PAVING DETAILS RE: L2.1 FOR PAVING DETAILS 6.