Amendmend_1__Attch_3__Drawings_Rev_0001.pdf

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TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

INDEPENDENCE NATIONAL HISTORICAL PARK

CONSTRUCTION DOCUMENTS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION

NORTHEAST

COUNTY

PHILADELPHIA

STATE

PENNSYLVANIA 01 11

CONSTRUCTION DOCUMENTS

GLAZING MAINTENANCE AND REPAIRS AT LIBERTY BELL CENTER

INDEPENDENCE NATIONAL HISTORICAL PARK

SHEET INDEX

0 5 10 20 30 40

MILES

PHILADELPHIA, PENNSYLVANIA

NAME OF PARK

188264

308074

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE, INC.

1701 OAK STREET, STE 100

KANSAS CITY, MO

T: 816.474.0900

APPROVED

PARK SUPERVISOR DATE

REVIEWED

TITLE DATE

REVIEWED

TITLE DATE

GLAZING MAINTENANCE AND REPAIRS

AT THE LIBERTY BELL CENTER

LANDSCAPE:

STANTEC

1500 SPRING GARDEN, STE 100

PHILADELPHIA, PA

/7

/2

5:

:3

PM

COVER

A0.0 ARCHITECTURAL SITE PLAN

L1.1 LANDSCAPE REMOVAL PLAN

L1.2 LANDSCAPE PLAN

L1.3 LANDSCAPE DETAILS

A1.0 ENLARGED BUILDING FLOOR PLAN

A2.0 PARTIAL ELEVATIONS AT BELL CHAMBER

A2.1 PARTIAL ELEVATIONS

A2.2 PARTIAL ELEVATIONS

A2.3 PARTIAL ELEVATIONS

A5.0 WALL SECTION AND DETAILS

0 100 200 400 600 700

FEET

PROJECT

NORTH

TRUE

NORTH

PROJECT LOCATION MAP

INDEPENDENCE NATIONAL HISTORICAL PARK, PHILADELPHIA, PA

LIBERTY BELL

CENTER

GLAZING

PROJECT

AREA

hboyer Text Box hboyer Text Box

1 REVISED FOR AMENDMENT 07/01/2025

CONSTRUCTION

LAY-DOWN AREA.

EXISTING BUILDING EXIT TO BE TEMPORARILY CLOSED.

OTHER EXITS WITHIN THE FACILITY WILL REMAIN OPEN.

CONTRACTOR TO PROVIDE NECESSARY SIGNAGE FOR

ALTERED WAYFINDING AND EGRESS

BELL CHAMBER

S 6TH ST (S INDEPENDENCE MALL W)

CH

ES

TN

UT

S T

VEHICLE DENIAL BARRIERS /

BOLLARDS RESTRICT VEHICLE

ACCESS TO SITE, TYP.

IF BOLLARD REMOVAL IS

REQUIRED FOR SITE ACCESS,

TWO (2) DAYS ADVANCED

NOTICE TO NPS / CONTRACTING

OFFICER IS REQUIRED.

S 5TH ST (S INDEPENDENCE MALL E)

M

AR

KE

T

ST

STREET CLOSURES OR PARKING ALONG STREET WILL

REQUIRE A CITY PERMIT. THE CONTRACTOR IS

RESPONSIBLE FOR ACQUIRING REQUIRED PERMITS AND

COORDINATING WITH NPS.

VEHICLE DENIAL BARRIERS /

BOLLARDS RESTRICT VEHICLE

ACCESS TO SITE, TYP.

SIDEWALKS TO REMAIN OPEN TO

PEDESTRIAN TRAFFIC AT ALL TIMES.

REFER TO LANDSCAPE DRAWINGS

FOR POINTS OF ACCESS.

LOCATION OF EXST STRUCTURAL

GLASS CURTAIN WALL AT FRONT OF

BELL CHAMBER. CONTRACTOR SHALL

PERFORM FITTING AND SEALANT

MAINTENANCE AFTER TEMPORARY

PROTECTION MEASURES HAVE BEEN

INSTALLED AND APPROVED BY THE

COR. WORK INCLUDES INSPECTION &

TIGHTENING OF ALL EXST CURTAIN

WALL FITTINGS, REMOVAL &

REPLACEMENT OF ALL SEALANT, GLASS

CLEANING, AND INSTALLATION OF BIRD

CONTROL FILM AT EXTERIOR SURFACE.

ACCESS TO DRINKING WATER AND

RESTROOMS IS AVAILABLE AT THE

VISITOR CENTER DURING

OPERATING HOURS

LOCKED GATE, SITE ACCESS REQUIRES

ADVANCE NOTICE TO NPS /

CONTRACTING OFFICER

AS-BUILT DOCUMENTATION OF

VEGETATION IS REQUIRED PRIOR TO

MOBILIZATION

NON-POTABLE WATER /

HOSE BIB MAY BE AVAILABLE,

COORDINATE WITH

CONTRACTING OFFICER

NON-POTABLE WATER / HOSE BIB AVAILABLE

LIMITED ELECTRICITY MAY BE AVAILABLE FOR

CONTRACTOR'S USE AT THE BUILDING INTERIOR.

COORDINATE USE OF ELECTRICAL TO MAINTAIN A CLEAR

PATH OF TRAVEL / WALKWAY FOR THE PUBLIC WITH

APPROPRIATE SIGNAGE TO PROVIDE CLEAR DIRECTION

OF TRAVEL. CONTRACTOR TO COORDINATE USE OF

ELECTRICAL WITH NPS / CONTRACTING OFFICER.

VEHICLE DENIAL BARRIERS /

BOLLARDS RESTRICT VEHICLE

ACCESS TO SITE, TYP.

VEHICLE DENIAL BARRIERS /

BOLLARDS RESTRICT VEHICLE

ACCESS TO SITE, TYP.

CONTRACTOR SHALL PROTECT EXISTING

SIDEWALKS AND PATHS WHEN MOVING

VEHICLES ON AND OFF OF THE SITE.

REFER TO LANDSCAPE DRAWINGS FOR

SUPPLEMENTAL INFORMATION.

CONTRACTOR IS TO DOCUMENT BEFORE

AND AFTER CONDITIONS OF SITE AND

PROVIDE IN DIGITAL FORMAT TO NPS /

CONTRACTING OFFICER FOR RECORD.

AT GLAZING AROUND THE BALANCE OF

THE PERIMETER OF THE BUILDING,

WORK INCLUDES GLASS CLEANING AND

INSTALLATION OF BIRD CONTROL FILM

AT EXTERIOR SURFACES. REFER TO

BUILDING ELEVATIONS FOR EXTENT.

ARCHITECTURAL SITE PLANA0.0

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

188264

308074

JT

JT

TF

05.04.2023

LIBERTY BELL CENTER GLAZING

GLAZING MAINTENANCE & REPAIRS

AT LIBERTY BELL COMPLEX

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE, INC

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

GENERAL NOTES

1. THE LIBERTY BELL AND IMMEDIATE

SURROUNDS SHALL BE PROTECTED

AT ALL TIMES DURING

CONSTRUCTION, THROUGH

CONSTRUCTION OF TEMPORARY

PROTECTION MEASURES. TEMPORARY

BELL PROTECTION IS TO BE IN PLACE

DURING INSPECTION / TIGHTENING OF

FITTINGS, AND REMOVAL /AND

REPLACEMENT OF SEALANT JOINTS.

2. ALL MATERIAL COMING ON SITE MUST

BE INSPECTED AND SCANNED BY LAW

ENFORCEMENT RANGERS PRIOR TO

ENTERING THE LAYDOWN AREA. THE

CONTRACTOR'S EMPLOYEES MUST BE

SCANNED BY LAW ENFORCEMENT

RANGERS PRIOR TO ENTERING THE

SITE ON A DAILY BASIS UNLESS AN

APPROVED TIER 1 BACKGROUND

CHECK/ FINGERPRINTING

DOCUMENTATION IS PROVIDED TO

NPS BY CONTRACTOR FOR THAT

EMPLOYEE.

3. LIMITED ELECTRICAL FEEDS MAY BE

AVAILABLE VIA EXTENSION CORDS AT

THE INTERIOR OF THE BUILDING.

CHORDS ARE TO BE MONITORED AND

SECURED SO AS TO NOT PRESENT A

TRIP HAZARD. CLEARANCE FOR USE

IS TO BE COORDINATED WITH NPS.

4. NO PARKING IS AVAILABLE ON SITE.

STREET PARKING SURROUNDING THE

SITE IS LIMITED.

5. THE CITY OF PHILADELPHIA LIMITS

HOURS FOR CONSTRUCTION NOISE

FROM 8PM-7AM ON WEEKDAYS AND

8PM-8AM ON WEEKENDS.

CONSTRUCTION NOISE SHALL NOT

EXCEED FIVE DECIBELS ABOVE THE

BACKGROUND SOUND LEVEL DURING

THESE HOURS. CONTRACTOR IS TO

COORDINATE WITH THE CITY TO

DETERMINE IF A SPECIAL PERMIT IS

REQUIRED.

6. USE OF THE LIBERTY BELL CENTER

BUILDING DRINKING WATER AND

RESTROOMS IS PROHIBITED. THE

GENERAL CONTRACTOR AND ALL

SUB-CONTRACTORS ARE TO UTILIZE

THE FACILITIES AVAILABLE AT THE

VISITOR'S CENTER TO THE NORTH

DURING OPERATING HOURS.

7. NON-POTABLE WATER MAY BE

AVAILABLE FOR CONTRACTOR'S USE.

COORDINATE WITH NPS /

CONTRACTING OFFICER'S

REPRESENTATIVES.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text A2.3

AutoCAD SHX Text

AutoCAD SHX Text A2.3

AutoCAD SHX Text

AutoCAD SHX Text A2.2

AutoCAD SHX Text

AutoCAD SHX Text A2.0

AutoCAD SHX Text

AutoCAD SHX Text A2.0

AutoCAD SHX Text

AutoCAD SHX Text A2.0

AutoCAD SHX Text

AutoCAD SHX Text A2.1

AutoCAD SHX Text

AutoCAD SHX Text A2.2 hboyer Text Box hboyer

Chestnut Street

S.

th S tr ee t

1" = 10'L100

1 LANDSCAPE REMOVALS PLAN

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

188264

308074

CN

JR

EW

09.22.2023

LIBERTY BELL CENTER GLAZING

GLAZING MAINTENANCE & REPAIRS

AT LIBERTY BELL COMPLEX

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE, INC

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

LANDSCAPE REMOVALS

PLANKnow what's

R

GENERAL NOTES:

1. THIS PLAN IS NOT TO BE USED FOR TITLE OR CONVEYANCE PURPOSES.

2. PLAN MADE AS PER INSTRUCTIONS OF APPLICANT.

3. ATTENTION IS CAI..LEll TO THE ZONING REQUIREMENTS IN THE PHILADELPHIA CODE AS AMENDED. PROPERlY IS ZONED SP-PO-A (RECREATION).

4. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A FIELD SURVEY TO

CAPTURE EXISTING CONDmONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDmONS PRIOR TO BEGINNING CONSTRUCTION.

5. INFORMATION USED TO PREPARE THIS PLAN IS AS FOLLOWS:

• PUBLICLY AVAILABLE AERIAL IMAGES

• SmE WALK PHOTOS TAKEN ON 11/21/2022.

6. UTILITIES HAVE NOT BEEN VERIFIED AS PART OF THIS PROJECT. THE

CONTRACTOR IS RESPONSIBLE FOR TAKING PROPER PRECAUTIONS PRIOR TO

ANY CONSTRUCTION, INCLUDING PLACING APPROPRIATIE PA ONE CALL

REQUESTS FOR MARK-OUTS.

7. THIS PROJECT INVOLVES THE EARTH DISTURBANCE OF APPROXIMATIELY 1,100

SF IN THE DELAWARE DIRECT (SOUTH) WATIERSHED. AS SUCH,

STORMWATIER MANAGEMENT CONTROLS ARE NOT REQUIRED.

8. ANY ELECTRONIC REPRODUCTION OF THIS PLAN IS TO BE FOR THE USE OF

THE CLIENT ONLY. STANTIEC IS NOT RESPONSIBLE FOR ANY

DISCREPANCIES, WHICH MAY ARISE BY THE ELECTRONIC REPRODUCTION OF

THE ORIGINAL FlLE AND ANY FUTURE PARTIES UTILIZING SAID COPY DO

HEREBY RELEASE STANTIEC FROM ANY AND ALL CLAIMS FOR DAMAGES AS A

RESULT OF SAID DISCREPANCIES.

9. COPYRIGKT 2023 - ALL RIGKTS RESERVED - STANTIEC NO PART OF THIS

PLAN MAY BE REPRODUCED, STORED IN AN INFORMATION STORAGE AND

RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM, OR BY ANY MEANS,

ELECTRICAL, MECHIANICAL, PHOTOCOPYING RECORDING OR OTHERWISE

WITHOUT PRIOR WRITTEN PERMISSION OF STANTIEC.

CONTRACTOR TO PROTIECT AND SUPPORT EXISTING

Stantec Staniec Consulting Services Inc.

1500 Spring Garden Suite 1100 Philadelphia, PA 19130-4067 Tel: (215) 665-7000 www.stantec.com

FENCING AND WALLS THROUGHOUT SITE. ANY DAMAGE

TO FENCE, WALLS, OR ANY OTHER EXISTING FEATURES

ARE TO BE REPAIRED AT NO COST TO N.P .S.

VEHICULAR ACCESS PROHIBITED

IN SIDEWALK AREAS.

REFER TO AO.O FOR DETAILS

I

I

EXISTING WALL

J r, 0 TREE PROTIECTION FENCING (TYP.)

SEE DETAIL, SHEET L 1.3 --- LJ / "--.._

"' 0

0 @] \

J

0 PROPOSED

CONSTRUCTION

0 ""'-.

ACCESS ROUTIE /

EXISTING GATIE

0 0

EXISTING BOLLARD (TYP.)

I I I ' I I

I I \ 1 EXISTING BUILDING

I 0

J

CONTRACTOR TO PLACE GROUND PROTIECTION MATTING OVER ALL

SURFACES EXPECTED TO HAVE VEHICULAR TRAFFlC, EXTIENDING

ACROSS ROADWAYS IN THE PUBLIC RIGKT-OF-WAY. ANY SURFACES

DAMAGED ARE TO BE REPLACED AT NO COST TO N.P .S.

0 0 0 0 0 0 0 0 0 0

EXISTING WALL

0 0 0 0

10 (J

~ - ..,,j

APPROXIMATIE LIMIT, LANDSCAPE REMOVAILS

FOR LAY-DOWN/CONSTRUCTION ACCESS

EXISTING PLANTINGS OUTSIDE OF LIMIT

OF LAYDOWN/CONSTRUCTION ACCESS

TO REMAIN AND BE PROTECTIED.

REFER TO 4/L 1.3 FOR DETAILS

below.

Call before you dig.

1-800-242-1776

1n

L 1.1 hboyer Ellipse hboyer Polygon hboyer Arrow hboyer Callout

TREE PROTECTION FENCING (TYP.)

SEE DETAIL, SHEET L1.3

hboyer Cloud hboyer Text Box hboyer Text Box hboyer

Chestnut Street

S.

th S tr ee t

1" = 10'L101

1 LANDSCAPE PLAN

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

188264

308074

CN

JR

EW

09.22.2023

LIBERTY BELL CENTER GLAZING

GLAZING MAINTENANCE & REPAIRS

AT LIBERTY BELL COMPLEX

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE, INC

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

LANDSCAPE PLAN

GENERAL NOTES:

1. THIS PLAN IS NOT TO BE USED FOR TITLE OR CONVEYANCE PURPOSES.

2. PLAN MADE AS PER INSTRUCTIONS OF APPLICANT.

3. ATTENTION IS CAI..LEll TO THE ZONING REQUIREMENTS IN THE PHILADELPHIA CODE AS AMENDED. PROPERlY IS ZONED SP-PO-A (RECREATION).

4. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A FIELD SURVEY TO

CAPTURE EXISTING CONDmONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDmONS PRIOR TO BEGINNING CONSTRUCTION.

5. INFORMATION USED TO PREPARE THIS PLAN IS AS FOLLOWS:

• PUBLICLY AVAILABLE AERIAL IMAGES

• SmE WALK PHOTOS TAKEN ON 11/21/2022.

6. UTILITIES HAVE NOT BEEN VERIFIED AS PART OF THIS PROJECT. THE

CONTRACTOR IS RESPONSIBLE FOR TAKING PROPER PRECAUTIONS PRIOR TO

ANY CONSTRUCTION, INCLUDING PLACING APPROPRIATIE PA ONE CALL

REQUESTS FOR MARK-OUTS.

7. THIS PROJECT INVOLVES THE EARTH DISTURBANCE OF APPROXIMATIELY 1,100

SF IN THE DELAWARE DIRECT (SOUTH) WATIERSHED. AS SUCH,

STORMWATIER MANAGEMENT CONTROLS ARE NOT REQUIRED.

8. ANY ELECTRONIC REPRODUCTION OF THIS PLAN IS TO BE FOR THE USE OF

THE CLIENT ONLY. STANTIEC IS NOT RESPONSIBLE FOR ANY

DISCREPANCIES, WHICH MAY ARISE BY THE ELECTRONIC REPRODUCTION OF

THE ORIGINAL FILE AND ANY FUTURE PARTIES UTILIZING SAID COPY DO

HEREBY RELEASE STANTIEC FROM ANY AND ALL CLAIMS FOR DAMAGES AS A

RESULT OF SAID DISCREPANCIES.

9. COPYRIGKT 2023 - ALL RIGKTS RESERVED - STANTIEC NO PART OF THIS

PLAN MAY BE REPRODUCED, STORED IN AN INFORMATION STORAGE AND

RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM, OR BY ANY MEANS,

ELECTRICAL, MECHIANICAL, PHOTOCOPYING RECORDING OR OTHERWISE

WITHOUT PRIOR WRITTEN PERMISSION OF STANTIEC.

RESTORATION NOTES:

1. AREA CONTAINS EXISTING IRRIGATION SYSTEM. CONTllACTOR IS

RESPONSIBLE FOR REPAIRING AND RE-ESTABLISHING EXISTING CONDmONS

OF THE IRRIGATION SYSTEM AT PROJECT COMPLETION.

2. THE CONTllACTOR IS RESPONSIBLE FOR TIWNG THE EXISTING SOILS TO A

DEPTH OF AT LEAST 12-INCHES OF DEPTH, UNLESS SPECIFIED DEEPER

FOR THE PURPOSES OF PLANTING, TO REMOVE COMPACTION RESULTING

FROM CONSTRUCTION PRACTICES. ADDmONAL TOPSOIL SHOULD BE PLACED IN 3-INCH LIFTS TO BRING FINAL GRADES BACK TO EXISTING CONDmONS.

3. THE CONTllACTOR IS RESPONSIBLE FOR TRACKING THE QUANTITY AND

SPECIES OF PLANTS REMOVED DURING CONSTRUCTION, AND REPLACING

THEM IN KIND. THE COUNTS AND SPECIES PROVIDED ON THIS PLAN ARE

APPROXIMATE.

4. CONTRACTOR TO REFER TO SPECIFICATIONS FOR PLANT MAINTENANCE AND

WARRANTY INFORMATION. PLANT WARRANTY PERIOD AND MAINTIENANCE

PERIOD OF 12-MONTHS, AS DESCRIBED IN THE SPECIFICATIONS, REQUIRED

FOLLOWING SUBSTANTIAL COMPLETION.

Stantec Staniec Consulting Services Inc.

1500 Spring Garden Suite 1100 Philadelphia, PA 19130-4067 Tel: (215) 665-7000 www.stantec.com

VEHICULAR ACCESS PROHIBITED IN

SIDEWALK AREAS.

REFER TO AO.O FOR DETAILS

I

/0

0 ""'--

EXISTING WALL

EXISTING GATIE

0 0

EXISTING BOLLARD (TYP.)

I I

PORTION OF HEDGE TO

REMAIN

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I

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3 PFG

0 0 0 0 0 0 0 0

I I I

I EXIST/NC BUILD/NC

ICJ u - - ..,,j

AREA RESERVED FOR ANNUALS/PERENNIAL

BY OTHERS (N.I.C.)

APPROXIMATIE LIMIT, LANDSCAPE REMOVALS

FOR LAY-DOWN/CONSTRUCTION ACCESS.

SEE NOTIE 2 UNDER RESTORATION NOTIES

11 LA

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': ::,''-',., '- - ~ , ·• =1, )~~=t_~ ~=:}!:_ -_ ~~:~~NG:rR~~iNE :c~~IT

-✓- -. TO REMAIN AND BE PROTIECTIED.

REFER TO 4/Ll .3 FOR DETAILS

EXISTING WALL

0 0 0 0 0 0 0

PLANT MATERIALS LIST - LIBERTY BELL LANDSCAPE RESTORATION

QlY KEY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS

TREES

1 MC MALLIS PRAIRIFIRE (CONFIRM/MATCH EXIST. SPECIES) 'PRAIRIFIRE' FLOWERING CRABAPPLE 3-3 1/2" CAL. 8&8 SPECIMEN

SHRUBS SPACING

1 cs CORNUS SERICEA 'FLAVIRAMEA' YELLOWTWIG DOGWOOD 30-36" 8&8 N/A

6 HMN HYDRANGEA MACROPHYLLA 'NIKKO BLUE' 'NIKKO BLUE' HYDRANGEA 30-36" 8&8 3.5' o.c.

3 HQP HYDRANGEA QUERCIFOLIA 'PEE WEE' DWARF OAKLEAF HYDRANGEA 18-24' /15 CONT. 2.5' o.c.

6 IR ILEX VERTICILLATA 'RED SPRITE' WINTERBERRY 24-30" #3 CONT. 3.0' o.c.

6 IV mEA VIRGINICA 'LITTLE HENRY' 'LITTLE HENRY' VIRGINIA SWEETSPIRE 18-24" /15 CONT. 2.5' o.c.

3 PFG POTENTILLA FRUTICOSA 'GOLDFINGER' 'GOLDFINGER' CINQUEFOIL 15-18" /13 CONT. 3.5' o.c.

6 RK ROSA VAR. 'KNOCKOUT' KNOCKOUT ROSE 24-30" /13 CONT. 2.5-3' o.c.

7 SJ SPIREA JAPONICA WALBUMA 'MAGIC CARPET' 'MAGIC CARPET' SPIREA 15-18" 113 CONT. 2.5' o.c.

PERENNIALS/ GRASSES/ FERNS SPACING

5 AST ASTILBE X ARENDSII 'GLORIA PURPUREA' ASTILBE (PURPLE) 111 CONT. 18" o.c.

14 CV COREOPSIS VERTICILLATA 'i.tOONBEAM' MOONBEAM COREOPSIS SP4 15" o.c.

7 EP ECHINACEA PURPUREA 'RUBY STAR' PURPLE CONEFLOWER SP4 18" o.c.

3 HFW HOSTA 'FRANCES WILLIAMS' FRANCES WILLIAMS HOSTA /11 CONT. 2.5' o.c.

11 LA LAVANDULA ANGUSTIFOLIA 'HIDCOTE' (DWARF) DWARF ENGLISH LAVENDER 'HIDCOTE' SP4 21" o.c.

11 RF RUDBECKIA FULGIDA SULLWANTII 'GOLDSTURM' BLACK-EYED SUSAN SP4 15• o.c.

11 SN SALVIA NEMOROSA 'BLUE HILL' BLUE HILL SALVIA /11 CONT. 16" o.c.

L 1.2 hboyer Text Box hboyer

NOT TO SCALEL1.3

1 DECIDUOUS TREE

NOT TO SCALEL1.3

2 SHRUB

NOT TO SCALEL1.3

3 GROUND COVER / PERENNIAL

NOT TO SCALEL1.3

4 TREE PROTECTION

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

188264

308074

CN

JR

EW

09.22.2023

LIBERTY BELL CENTER GLAZING

GLAZING MAINTENANCE & REPAIRS

AT LIBERTY BELL COMPLEX

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE, INC

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

LANDSCAPE DETAILS

PLANTING NOTES AND SPECIFICATIONS

1. THE CONTRACTOR SHALL FURNISH AND PLANT ALL PLANTS SHOWN, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, INCIDENTALS AND CLEANUP.

2. ALL PLANTS SHALL BE NURSERY GROWN. PLANT QUALITY AND SIZE, ROOT SPREAD AND ROOT BALL

OR CONTAINER SIZE SHALL BE IN ACCORDANCE WITH ANSI 260.1, AMERICAN STANDARDS FOR

NURSERY STOCK, LATEST EDITION. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY

AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND, HEALTHY, VIGOROUS,

WELL-BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND

INSECT PESTS. EGGS AND LARVAE. THEY SHALL HAVE HEALTHY AND WELL DEVELOPED ROOT

SYSTEMS.

3. DECIDUOUS TREES SHALL BE SELECTED FOR STRAIGHT TRUNKS, SYMMETRICAL AND FULL HEADS WITH

NO OPEN AREAS AND WITH ONE STRAIGHT UEADER. TREES WITH A CROTCH OR FORKED TRUNK

SHALL BE REJECTED. CONIFEROUS EVERGREEN TREES SHALL BE FULLY BRANCHED FROM THE

GROUND TO UPPERMOST WHORL WITH NO LARGE OPEN AREAS BETWEEN WHORLS. SHRUBS SHALL

HAVE FULL, DENSE AND SYMMETRICAL HEADS AND SHALL BE FOLIATED TO THE GROUND. LEGGY OR

ONE-SIDED PLANTS SHALL BE REJECTED. GROUND COVER PLANTS SHALL BE THRIFTY, WELL

BALANCED PLANTS, WELL-ESTABLISHED IN CONTAINERS.

4. ALL PLANTS (8&8 OR CONTAINER) SHALL BE PROPERLY IDENTIFIED BY WEATHERPROOF LABELS SECURELY ATTACHED THERETO BEFORE DELIVERY TO THE PROJECT SITE. LABELS SHALL IDENTIFY THE PLANTS BY NAME, SPECIES AND SIZE. LABELS SHALL NOT BE REMOVED UNTIL FINAL INSPECTION BY

THE CONTRACTING OFFICER'S REPRESENTATIVE.

5. SUBSTITUTIONS: DUE TO POSSIBLE LIMITED PLANT AVAILABILITY, PLANT MATERIAL OF SIMILAR

CHARACTER MAY BE SUBSTITUTED, UPON REQUEST BY THE CONTRACTOR, IF APPROVED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

6. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE MOST OF THE FIBROUS ROOTS. ALL ROOT WRAPPING MATERIAL MADE OF

SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING.

7. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTILY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. AFTER REMOVAL FlROM THE CONTAINER, THE ROOT BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS.

8. ROOT BALLS OF ALL PLANTS SHALL BE ADEQUATELY PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS OR FlROST. PLANTS WITH BROKEN ROOT BALLS OR EXCESSIVE DAMAGE TO THE

CROWN SHALL BE REJECTED.

9. INSOFAIR AS IT IS PRACTICABLE, PLANT MATERIALS SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT THE STOCK NOT PLANTED.

PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A 3 DAY PERIOD AFTER DELIVERY.

10. PLANT NG SOIL FOR BACKFIWNG PLANTED AIREAS SHALL CONSIST OF 2 PARTS BY VOLUME OF LOAMY TOPSOIL THOROUGHLY MIXED WITH ONE PART PEAT MOSS. NOTHING BUT SUITABLE TOPSOIL, FlREE OF DRY SOD, STIFlF CLAY, DEBRIS, OR OTHER UNSUITABLE MATERIALS, SHALL BE USED FOR PLANTING.

11. ALL PLANTING SHALL BE INSTALLED AT THE LOCATIONS INDICATED ON THE DRAWINGS. MINOR ADJUSTMENTS TO PLANTING LOCATIONS MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE INSTALLATION DOES NOT INTERRUPT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATIVE IF MAJOR ADJUSTMENTS ARE REQUIRED.

12. ALL PLANTS SHALL BE PLUMB AND STRAIGHT AND INSTAWED AT SUCH A LEVEL THAT, AFTER SETTLEMENT, THE INDICATED RELATIONSHIP BETWEEN THE CROWN OF THE ROOT BALL AND THE GROUND SURFACE WILL BE ESTABLISHED. (SEE PLANTING DETAILS). ALL PLANTS SHALL BE LOCATED

IN THE CENTER OF OF THEIR RESPECTIVE PLANTING PITS.

13. TREES IN UEAF WHEN PLANTED SHALL BE TREATED WITH ANTI-DESICCANT SUCH AS "WILT-PROOF".

14. MULCH: IMMEDIATELY AFTER PLANTING OPERATIONS AIRE COMPLETED ALL TREE AND SHRUB PLANTING PITS SHALL BE COVERED WITH A 4" (THREE INCH) LAYER OF LICORICE ROOT MULCH OR OTHER MATERIAL APPROVED BY THE OWNER. THE LIMIT OF THIS MULCH FOR DECIDUOUS TREES AND SINGLE

EVERGREEN TREES SHALL BE THE AIREA OF THE PIT, FOR SHRUB BEDS AND EVERGREEN TREE

CLUSTERS, A CONTINUOUS MULCHED BED SHALL BE CREATED.

15. ALL PLANTING BEDS ADJACENT TO LAWN, SOD OR SEEDED AREAS SHALL BE SPADE EDGED.

16. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE PRIOR TO FINAL LANDSCAPE INSPECTION. GROUND COVER AIREAS SHALL BE WEEDED PRIOR TO APPLICATION OF

PRE-EMERGENT. APPLY PRE-EMERGENT AS PER MANUFACTLRER'S WRITTEN INSTRUCTIONS.

17. EACH TREE AND SHRUB SHALL BE PRUNED, AFTER INSTALLATION, IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS TO PRESERVE THE NATURAL CHARACTER OF THE PLANT.

ALL DEAD WOOD OR SUCKERS AND ALL BROKEN OR BADLY BRUISED BRANCHES SHALL BE REMOVED.

PRUNING SHALL BE DONE WITIH CUEAN, SHARP TOOLS.

18. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE AGENT IN WRITING OF ALL SOIL OR DRAINAGE CONDITIONS WHICH THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE

GROWTH OF PLANTS, IF SUCH CONDITIONS ARE ENCOUNTERED DURING PLANTING. STATE THE

CONDITIONS AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN

COST, FOR REVIEW AND ACCEPTANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

19. IN THE EVENT OF A DISCREPANCY BETWEEN QUANTITIES LISTED IN THE PLANT LIST AND THOSE

QUANTITIES SHOWN ON THE PLANS, THOSE SHOWN ON THE PLANS SHALL GOVERN.

20. NEW PLANTING AIREAS AND NEW TURF AREAS SHALL BE ADEQUATELY IRRIGATED OR WATERED BY THE CONTRACTOR AS REQUIRED TO ESTABLISH THE NEW PLANTS AND LAWN, UNTIL OWNER'S ACCEPTANCE.

21. ANY MATERIAL/WORK MAY BE REJECTED IF IT DOES NOT MEET THE REQUIREMENTS OF THE SPECIFICATIONS. ALL REJECTED MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.

22. CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE BY N.P.S. THE ONE-YEAIR GUAIRANTEE PERIOD SHALL COMMENCE UPON FINAL ACCEPTANCE BY CONTRACTING OFFICER.

23. GUARANTEE: ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A VIGOROUS GROWING CONDITION FOR A PERIOD OF NOT LESS THAN ONE FULL YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE. CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE. THE ONE-YEAIR GUAIRANTEE PERIOD SHALL COMMENCE UPON FINAL ACCEPTANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MONITOR THE PROJECT DURING THE GUARANTEE PERIOD AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IF PROBLEMS DEVELOP WITH THE PLANT MATERIAL. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR THERE IS 25% OF THE CROWN DEAD. REPLACH4ENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. REPLACEMENT

PLANTS SHALL BE GUARANTEED FOR A PERIOD OF 90 DAYS AFTER THEIR INSTALLATION.

24. THIS PLAN SHALL BE USED FOR LANDSCAPE PURPOSES ONLY. THE CONTRACTOR SHALL REVIEW RELATED AIRCHITECTURAL/ENGINEERING PLANS TO BECOME THOROUGHLY FAMILIAR WITIH GRADING AND

UTILITIES.

25. WATERING SHALL BE INCLUDED IN THE INSTALLATION PRICE AND SHALL NOT COME AT AN ADDITIONAL

COST TO THE GOVERNMENT.

26. ANY TREE STLMPS LOCATED WITHIN THE CONSTRUCTION AND/OR PROPOSED PLANTING AREA SHALL BE

REMOVED PRIOR TO THE INSTALLATION OF A NEW TREE PROPOSED IN THE SAME LOCATION.

27. CONTRACTOR TO REFER TO SPECIFICATIONS FOR PLANT MAINTENANCE AND WAIRRANTY INFORMATION.

PLANT WARRANTY PERIOD AND MAINTENANCE PERIOD OF 12-MONTHS, AS DESCRIBED IN THE

SPECIFICATIONS, REQUIRED FOLLOWING SUBSTANTIAL COMPLETION.

Stantec Staniec Consulting Services Inc.

1500 Spring Garden Suite 1100 Philadelphia, PA 19130-4067 Tel: (215) 665-7000 www.stan1ec.com

PRUNING METHODS:

ALL FINAL CUTS SHALL BE MADE SUFFICIENTILY

CLOSE TO THE TRUNK OR PARENT LIMB BUT

WITHOUT CUTTING INTO THE BRANCH COLLAR OR

LEAVING A PROTRUDING STLB, ACCORDING TO THE

NATIONAL ARBORIST ASSOCIATION STANDAIRDS. ALL

NECESSAIRY PRUNING CUTS MUST BE MADE TO

PREVENT BARK FROM BEING TORN FlROM THE TREE

AND TO FACILITATE RAPID HEALING. FLUSH CUTS

ARE UNACCEPTABLE.

FERTILIZATION METHODS:

ALL TREES WHICH HAVE EXPERIENCED ANY

DISTLRBANCE OR HAVE HAD DAMAGES TO THE ROOTS

OR BRANCHES SHALL BE FERTILIZED. TREES SHALL

BE FERTILIZED IN EARLY FALL (SEPTEMBER-OCTOBER)

OR MID- SPRING (APRIL-MAY). FALL APPLICATIONS

ARE PREFERRED. FERTILIZER SHALL BE BROADCAST

OVER THE SOIL SURFACE IN AN AIREA TWICE THE

SIZE OF THE TPZ AT THE RATES GIVEN BELOW. A

MINIMUM OF 1,000 SQUAIRE Fm PER TREE WILL

RECEIVE FERTILIZATION. FERTILIZER GRADE SHALL

HAVE APPROXIMATELY 3 PARTS NITIROGEN TO 1 PART

PHOSPHORUS AND POTASSIUM (3-1-1- RATIO).

FERTILIZER SHALL BE APPLIED AT A RATE EQUIVALENT

TO 1 POUND NITROGEN PER 1,000 SQUARE FEET.

TRENCHING AND TUNNELING:

IF THERE IS NO ALTERNATIVE BUT TO LOCATE A

UTILITY LINE THROUGH A TPZ, TUNNELING SHALL BE

USED INSTEAD OF TRENCHING, EXCEPT WHERE IN

THE OPINION OF THE LANDSCAPE ARCHITIECT,

SURVIVAL OF THE TREE WOULD NOT BE AFFECTED BY

EITHER METHOD. THE LANDSCAPE ARCHITECT SHALL

DETERMINE THE MOST DESIRABLE LOCATION FOR THE

UTILITY LINE.

TRENCHES SHALL BE FILLED AS SOON AS POSSIBLE,

AND TAMPED LIGHTLY TO AVOID AIR SPACES.

SET PLANT SLIGHTILY ABOVE GRADE

PLAN

ELEVATION

DETAIL

6" MIN.

PLAN

FENCE TO FOLLOW MINIMUM OF ONE (1) FOOT

PER INCH OF CALIPER AWAY FROM THE TRUNK.

48-INCH HIGH WOODEN SNOW FENCE,

POLYETHYLENE SAFETY FENCE OR ORANGE

WARNING BARRIER FENCE WITH SUPPORT

STAKES O 8' O.C. MAX.

SEE LANDSCAPE REMOVALS PLAN FOR

LOCATION

TREE DRIP LINE / TREE PROTECTION ZONE

AREA WITHIN TREE PROTECTION ZONE TO

REMAIN UNDISTURBED DURING CONSTRUCTION

48-INCH HIGH WOODEN SNOW FENCE,

POLYETHYLENE SAFlETY FENCE OR ORANGE

WARNING BAIRRIER FENCE WITIH SUPPORT

STAKES @ 8' O.C. MAX.

PLANT SPACING AS PER PLAN

PLANT LIST, AND SPECIFICATIONS

PLANT ROOTS IN PLANTING MIXTURE

AND NOT IN MULCH LAYER; CLEAR

MULCH OFlF OF TOP OF PLANTS

4" MULCH LAYER

;:~ PLANTING SOIL MIXTURE

. ;;'. SUBGRADE

TREE PROTECTION NOTES

1.

2.

3.

4.

5.

6.

7.

TREE PROTECTION ZONE (TPZ) MUST BE CONSTRUCTED AROUND ANY TREE WHICH IS TO BE RETAINED. WHERE THERE IS A GROUP OF TREES OR WOODLANDS, THE TREE PROTECTION ZONE SHALL BE THE AGGREGATE OF THE

PROTECTION ZONES FOR THE INDIVIDUAL TREES.

GRADE CHANGES AND EXCAVATIONS SHALL NOT ENCROACH UPON THE TREE PROTECTION ZONE {TPZ).

NO TOXIC MATERIALS SHALL BE STORED WITIHIN 100 FEET OF A TPZ, INCLUDING PETROLEUM BASED AND/OR

DERIVED PRODUCTS.

THE AIREA WITIHIN THE TPZ SHALL NOT BE BUILT UPON, NOR SHALL ANY MATERIALS BE STORED THERE EITHER TEMPORARILY OR PERMANENTILY. VEHICLES AND EQUIPMENT SHALL NOT BE PAIRKED IN THE TPZ.

WHEN TREE STLMPS AIRE LOCATED WITHIN 10 FEET OF THE TPZ THE STLMPS SHALL BE REMOVED BY MEANS OF

A STUMP GRINDER TO MINIMIZE THE EFFECT ON SURROUNDING ROOT SYSTEMS.

TREE ROOTS WHICH MUST BE SEVERED SHALL BE CUT BY THE BACKHOE OR SIMILAR EQUIPMENT ALIGNED RADICALLY TO THE TREE. THIS METHOD REDUCES THE LATIERAL MOVEMENT OF THE ROOTS DURING EXCAVATION, WHICH IF DONE BY OTHER METHODS COULD DAMAGE THE INTERTWINED ROOTS OF ADJACENT TREES.

WITHIN 4 HOURS OF ANY SEVERANCE OF ROOTS, ALL TREE ROOTS THAT HAVE BEEN EXPOSED AND/OR DAMAGED SHALL BE TRIMMED CLEANLY AND COVERED TEMPORARILY WITH MOIST PEAT MOSS, MOIST BURLAP OR OTHER MOIST BIODEGRADABLE MATERIAL TO KEEP THEM FROM DRYING OUT UNTIL PERMANENT COVER CAN BE INSTALLED.

6. ALL TREES SCHEDULED TO REMAIN SHALL BE MARKED; WHERE GROUPS OF TREES EXIST, ONLY THE TREES ON

THE EDGE NEED TO BE MARKED.

9. A 48-INCH HIGH WOODEN SNOWFENCE MOUNTED ON STEEL POSTS, LOCATED 6 FEET ON CENTER, SHALL BE

PLACED ALONG THE BOUNDAIRY OF THE TPZ.

10. IN ADDITION TO THE TPZ, TREES MAY BE LEFT STANDING AS PROTECTION BETWEEN THE TRUNKS OF THE TREES TO BE RETAINED AND THE LIMITS OF GRADING. WHEN ADDITIONAL TREES ARE USED AS PROTECTION, THE TPZ ON THE APPROVED PLAN SHALL BE MARKED IN THE FIELD SO THAT THE ADDITIONAL BUFFER AIREA IS DELINEATED. WHEN THIS METHOD OF PROTECTION IS USED, THESE ADDITIONAL TREES SHALL BE MOVED AT THE

TIME OF COMPLETION OF THE PROJECT.

11. WHEN THE WOODEN SNOWFENCE HAS BEEN INSTALLED, IT SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE AIRCHITECT PRIOR TO COMMENCING CUEARING AND FURTHER CONSTRUCTION; THE FENCING ALONG THE TPZ SHALL BE MAINTAINED UNTIL ALL WORK/CONSTRUCTION HAS BEEN COMPLETED; ANY DAMAGES TO THE PROTECTIVE FENCING SHALL BE REPLACED AND REPAIRED BEFORE FURTHER CONSTRUCTION SHALL BEGIN.

12. TREES BEING REMOVED SHALL NOT BE FELLED, PUSHED OR PULLED INTO A TPZ OR INTO TREES THAT ARE TO

BE RETAINED.

13. ANY TREES WITIHIN THE TPZ THAT DIE DURING THE CONSTRUCTION OF A LAND DEVELOPMENT OR DURING THE 18-MONTH MAINTENANCE PERIOD, WHERE APPLICABLE, SHALL BE REMOVED BY THE DEVELOPER AND REPLACED WITH AN APPROVED CANOPY TREE IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT.

NOTES:

1. DO NOT HEAVILY PRUNE THE TREE AT PLANTING.

PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT

LEADERS, AND BROKEN OR DEAD BRANCHES.

SOME INTERIOR TWIGS AND LATERAL BRANCHES

MAY BE PRUNED; HOWEVER, DO NOT REMOVE

THE TERMINAL BUDS OF BRANCHES THAT EXTEND

TO THE EDGE OF THE CROWN.

2. STAKE TREES ONLY UPON THE APPROVAL OF

THE LANDSCAPE ARCHITECT.

3. WRAP TREES ONLY UPON THE APPROVAL OF THE

LANDSCAPE ARCHITECT.

4" LAYER OF MULCH.

NO MORE THAN 1 "

OF MULCH ON TOP

OF ROOT BALL

FINISH GRADE

NOTES:

1. ROOT BALLS GREATER THAN 2' DIA. SHALL SIT ON A MOUND OF

UNDISTURBED SOIL TO PREVENT SETTLEMENT.

2. ROOT BALLS SMALLER THAN 2' DIA. SHALL SIT ON COMPACTED PLANTING

SOIL.

3. TOP OF ROOT BALL SHALL BE 1" TO 2" ABOVE FINISH GRADE.

4. PLANTING HOLE FOR ROOT BALL SIZES 2' DIA. AND LARGER SHALL BE 2'

LARGER ON ALL SIDES THAN DIAMETER OF ROOT BALL.

5. PLANTING HOLE FOR ROOT BALL SIZES LESS THAN 2' DIA. SHALL BE TWICE

THE DIAMETER OF THE ROOT BALL.

ROUND-TOPPED SOIL BERM

4" HIGH X 8" WIDE ABOVE ROOT BALL

SURFACE SHALL BE CONSTRUCTED

AROUND THE ROOT BALL. BERM SHALL

BEGIN AROUND ROOT BALL PERIPHERY

PRIOR TO MULCHING, LIGHTLY TAMP SOIL

AROUND THE ROOT BALL IN 6" LIFTS TO

BRACE SHRUB. DO NOT OVER COMPACT.

WHEN THE PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AIROUND THE

ROOT BALL TO SETTLE THE SOIL

- MODIFIED SOIL. DEPTH VARIES

ROOT BALL RESTS ON EXISTING

OR RE-COMPACTED SOIL SUBGRADE

MARK THE NORTH SIDE OF THE TREE IN THE

NURSERY, AND ROTATE TREE TO FACE NORTH AT

THE SITE WHEN EVER POSSIBLE

TRUNK CALIPER SHALL MEET ANSI 260 CURRENT

EDITION FOR ROOT BALL SIZE

EACH TREE MUST BE PLANTED SUCH THAT THE

TRUNK FLARE IS VISIBUE AT THE TOP OF THE

ROOT BALL. TREES WHERE THE TRUNK FLARE IS

NOT VISIBLE SHALL BE REJECTED. DO NOT COVER

•"";:.:- ~ -~ .-. ·:./;i~•;:-';;-<' )~ ·:~, -~,: .~::.,-.':;>·-;

4. WATER THOROUGHLY DURING PLANTING TO

ELIMINATE AIR POCKETS, SETTLING, AND TO SOAK

THE BALL AND SURROUNDING SOIL.

THE TOP OF THE ROOT BALL WITH SOIL

SECTION

4" MULCH LAYER, COVER ENTIRE

PLANTING BED

PLANTS TO BE TRIANGULARLY

SPACED

EDGE OF PAVEMENT

NOTES:

1. SEE PLANT LIST FOR SPACING DISTANCES FOR VARIOUS

ORNAMENTAL GRASS AND PERENNIAL SPECIES.

2. FOR ALL PLANTING BEDS INDICATED FOR ORNAMENTAL

GRASSES, BREAK UP OR DISC EXISTING SOIL TO A

DEPTH OF 6 INCHES. ALLOW TILLED SOIL TO DRY,

THEN APPLY A 2" THICK LAYER OF ORGANIC COMPOST

MATERIAL AND THOROUGHLY TILL COMPOST INTO SOIL AS

REQUIRED TO PRODUCE A UNIFORM TEXTLRE. SMOOTH

AND FIRM THE MODIFIED SOIL PRIOR TO PLANTING.

5. MULCH RING FOR INDIVIDUAL TREES TO BE A

MINIMUM OF 6' IN DIAMETER. WHERE TREE

CLUSTERS ARE INDICATED, A CONTINUOUS

MULCHED BED SHALL BE CREATED.

6. TREES THAT ARE OVER-MULCHED, OR PLANTED

TOO HIGH (MORE THAN 6 INCHES ABOVE THE

SURROUNDING SOIL LEVEL), SHALL BE REJECTED

AND REPLACED AT THE DISCRETION OF THE

LANDSCAPE ARCHITECT.

lllmMJm' I 111-----'111--==::11

=L

L 1.3

PLANT PIT TO BE TWICE

THE DIA. OF ROOT BALL

{6' DIA. MIN.)

MULCH, 4" THICK. DO NOT PLACE MULCH IN

CONTACT WITH TREE TRUNK. NO MORE THAN 1"

OF MULCH ON TOP OF ROOT BALL

ROUND-TOPPED SOIL BERM 4" HIGH X B" WIDE

ABOVE ROOT BALL SURFACE SHALL BE

CONSTRUCTED AIROUND THE ROOT BALL. BERM

SHALL BEGIN AROUND ROOT BALL PERIPHERY

PLANTING SOIL BACKFILL MIXTURE - 2 PARTS

NATIVE SOIL, 1 PART TOPSOIL, 1 PAIRT PEAT MOSS

(DEPTH VARIES)

-----REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP

FROM TOP HALF OF ROOT BALL. IF PLANT IS

SHIPPED WITH A WIRE BASKET AIROUND THE ROOT

BALL, CUT THE WIRE BASKET IN FOUR PLACES

AND FOLD DOWN (8 INCHES) INTO PLANTING HOLE

1 :1 SLOPE ON SIDES OF PLANTING HOLE

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AIROUND

THE ROOT BALL IN 6" LIFTS TO BRACE THE TREE.

DO NOT OVER COMPACT. AFTER BACKFILLING THE

HOLE, WATER AROUND THE ROOT BALL TO SETTLE

THE SOIL

PLACE ROOT BALL ON EXISTING OR

RE-COMPACTED SOIL

hboyer Text Box hboyer hboyer hboyer

EXISTING

STRUCTURAL

ALUM, FACTORY

FINISH

EXISTING PREFINISHED

CURTAIN WALL

FRAMING SYSTEM

EXISTING ALUM GRILL

EXISTING LAMINATED

"OPTI-WHITE" GLAZING.;

CLEAN GLASS SURFACES;

INSTALL BIRD CONTROL

FILM ON EXTERIOR

SURFACE; TYP.

INSPECT AND TIGHTEN ALL

FITTINGS TO SPECIFIED

TORQUE VALUES, TYP. ALL

FITTINGS (INTERIOR &

EXTERIOR) F STRUCTURAL

GLASS VIEWING WALL.

REMOVE AND REPLACE EXST SEALANT, TYP.

STRUCT GLASS VIEWING WALL. PROVIDE

ACCESS TO CONTRACTING OFFICER'S

REPRESENTATIVE UNTIL JOINT SEALANT

REPLACEMENT HAS BEEN OBSERVED AND

ACCEPTED.

EXISTING 1/4" CLEAR LAM GLASS IN ALUM GLAZING

CHANNEL WITH SNAP-IN STOP SECURED TO

PREFINISHED CURTAIN WALL FRAMING SYSTEM.

EXISTING COPPER SYSTEM AND TRIM

EXISTING

EXTRUDED ALUM

FINISH "FINS", TYP.

EXISTING LARGE

HYDRANGEA.

PRIOR TO START

OF GLAZING WORK,

PARK WILL TRIM

BACK TO LEAVE

APPROX. 4' CLEAR

AT WALL.

BELOW THIS LINE

- CLEAN GLASS

SURFACES &

INSTALL BIRD

CONTROL FILM

ON EXTERIOR

SURFACE, TYP.

EXISTING

ORNAMENTAL

ALUM

EXISTING

PREFINISHED

CURTAIN WALL

FRAMING

SYSTEM

EXISTING

ALUM GRILL

EXISTING PAINTED

ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

REMOVE (2) EXISTING SHRUBS

CLOSEST TO WALL. PROTECT

NEARBY SPRUCE TREE PER

LANDSCAPE DRAWINGS

EXISTING

PREFINISHED

CURTAIN WALL

FRAMING SYSTEM

WITH 1" CLEAR

LOW-E INSULATED

GLASS UNITS. ALL

GLASS TEMPERED

& ALL EXTERIOR

GLASS LAMINATED,

TYP.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

188264

308074

JT

JT

TF

05.04.2023

LIBERTY BELL CENTER GLAZING

GLAZING MAINTENANCE & REPAIRS

AT LIBERTY BELL COMPLEX

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE, INC

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

1 REVISED FOR AMENDMENT 07/01/2025

PARTIAL ELEVATIONS

AT BELL CHAMBERA2.0

0 44 8

KEY PLAN

AutoCAD SHX Text

T O CURTAINWALL

AutoCAD SHX Text

EL 67'-4"

AutoCAD SHX Text

BELL CHAMBER FIN FL

AutoCAD SHX Text

EL 34'-0"

AutoCAD SHX Text 10'-2 3/4 "

AutoCAD SHX Text 11'-5"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

BELL CHAMBER

AutoCAD SHX Text

AutoCAD SHX Text A5.0

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 29'-10"

AutoCAD SHX Text

B O MTL PNL

AutoCAD SHX Text

EL 63'-10"

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THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS

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ON SITE PRIOR TO CONSTRUCTION, NOTIFYING THE

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CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF

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ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE

AutoCAD SHX Text

FIELD CONDITIONS WHICH WILL AFFECT THE WORK.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text

TYP

AutoCAD SHX Text 3'-11 1/2 "

AutoCAD SHX Text

EXTENT OF GLASS ENCLOSURE

AutoCAD SHX Text

MULLION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

MULLION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

MULLION

AutoCAD SHX Text

& COL

AutoCAD SHX Text 3'-11 1/2 "

AutoCAD SHX Text

MULLION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

MULLION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

PIER

AutoCAD SHX Text 12'-0 1/4 "

AutoCAD SHX Text 59'-5"

AutoCAD SHX Text 10'-1 1/2 "

AutoCAD SHX Text 7'-8"

AutoCAD SHX Text 7'-8"

AutoCAD SHX Text 7'-8"

AutoCAD SHX Text 2 1/2 "

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-11 1/2 "

AutoCAD SHX Text

6 EQ SECTIONS

AutoCAD SHX Text

NO LANDSCAPE REMOVALS AT WEST ELEVATION OF CHAMBER

AutoCAD SHX Text

NOTE: WEST ELEVATION AT CHAMBER SIMILAR, MIRROR IMAGE

AutoCAD SHX Text

AutoCAD SHX Text A2.0

AutoCAD SHX Text

SOUTH ELEVATION @ CHAMBER

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text A2.0

AutoCAD SHX Text

EAST ELEVATION @ CHAMBER

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

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2. FOR ALL VINE REMOVALS, CONTRACTOR MAY REMOVE

AutoCAD SHX Text

EXISTING STAINLESS STEEL VINE CABLES TO FACILITATE

AutoCAD SHX Text

REMOVALS. DO NOT DISTURB CABLE FITTINGS ATTACHED

AutoCAD SHX Text

TO MASONRY WALLS.

AutoCAD SHX Text

3. ANY ADDITIONAL LANDSCAPE REMOVALS CONTRACTOR

AutoCAD SHX Text

REQUIRES BEYOND THESE DRAWINGS MUST BE REQUESTED

AutoCAD SHX Text

AND APPROVED PRIOR TO WORK COMMENCING, AND SHALL

AutoCAD SHX Text

BE REPLACE IN-KIND.

hboyer hboyer

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

188264

308074

JT

JT

TF

05.04.2023

LIBERTY BELL CENTER GLAZING

GLAZING MAINTENANCE & REPAIRS

AT LIBERTY BELL COMPLEX

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE, INC

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

1 REVISED FOR AMENDMENT 07/01/2025

PARTIAL ELEVATIONSA2.3

0 88 164

KEY PLAN

EXISTING PREFINISHED CURTAIN WALL FRAMING SYSTEM W/ 1" CLEAR LOW-E

INSULATED GLASS UNITS. ALL GLASS TEMPERED & ALL EXTERIOR GLASS LAM, TYP.:

-CLEAN GLASS SURFACES

-INSTALL BIRD CONTROL FILM ON EXTERIOR SURFACES

EXISTING PREFINISHED CURTAIN WALL FRAMING

SYSTEM W/ 1" CLEAR LOW-E INSULATED GLASS

UNITS. ALL GLASS TEMPERED & ALL EXTERIOR

GLASS LAM, TYP.:

-CLEAN GLASS SURFACES

-INSTALL BIRD CONTROL FILM ON EXTERIOR

SURFACES

EXISTING SERPENTINE WALL AT

EXTERIOR

BELL CHAMBER

BELL CHAMBER

REMOVE DEAD VINE.

FLUSH CUT AT GRADE

REMOVE GRAPEVINES, TYP. THIS AREA.- --

TRIM EXISTING TRUMPET VINES ABOVE

METAL PERGOLA

TRIM EXISTING TRUMPET VINE

ABOVE BRICK

TRIM EXISTING TRUMPET VINES AWAY FROM

GLAZED AREA ( BEYOND DASHED LINE)

REMOVE EXISTING LARGE

FORSYTHIA FOR ACCESS TO

WORK. REPLACE IN KIND.

REMOVE EXISTING ROSE VINE.

CUT FLUSH AT GRADE.

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-0"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-0"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A2.2

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AutoCAD SHX Text A2.2

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1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS

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ON SITE PRIOR TO CONSTRUCTION, NOTIFYING THE

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CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF

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ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE

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FIELD CONDITIONS WHICH WILL AFFECT THE WORK.

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AutoCAD SHX Text A2.3

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PARTIAL EAST ELEVATION

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SCALE: 1/8" = 1'-0"

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AutoCAD SHX Text A2.3

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PARTIAL WEST ELEVATION

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SCALE: 1/8" = 1'-0"

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NOTES:

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2. FOR ALL VINE REMOVALS, CONTRACTOR MAY REMOVE

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EXISTING STAINLESS STEEL VINE CABLES TO FACILITATE

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REMOVALS. DO NOT DISTURB CABLE FITTINGS ATTACHED

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TO MASONRY WALLS.

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3. ANY ADDITIONAL LANDSCAPE REMOVALS CONTRACTOR

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REQUIRES BEYOND THESE DRAWINGS MUST BE REQUESTED

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AND APPROVED PRIOR TO WORK COMMENCING, AND SHALL

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BE REPLACE IN-KIND.

hboyer