B08_-_Attachment_2_-_INDE_308228_Second_Bank_Block_CD_Drawing_Set_022625.pdf
PDF 26 MB Posted
- Attached to
- INDE REHAB SECOND BANK BLOCK Federal contract opportunity
- Solicitation number
- 140P4226R0012
About this file
This is a comprehensive set of architectural, landscape, and structural design drawings for the Second Bank Block rehabilitation project at Independence National Historical Park (INDE). The project involves masonry rehabilitation, site improvements, and restoration work at the historic Second Bank of the United States building complex.
The scope of work encompasses multiple interconnected components: site staging and access planning with protective fencing and matting for existing features; demolition and removal of existing paving, concrete, and certain structures while salvaging materials for reuse; replacement of brick and bluestone paving in specific patterns (basket weave and modified basket weave); storm drainage improvements including new catch basins and perforated piping; brick gutter repairs and reconstruction; structural foundation stabilization using helical piers (4 piers at 15 kips capacity each, anticipated 25-foot installation depth) and concrete grade beams for the Morris sculpture base; wall repairs including repointing, stone dutchman patches, and helical stitch anchors for crack repairs; three optional scope alternatives addressing perimeter wall repointing, interpretive foundation wall reconstruction with new brick masonry on concrete footings, and bronze sculpture conservation with marble base treatment; landscape improvements including turf restoration, new plantings (66 yew plants, 13 English yew, groundcover species), and irrigation system modifications; and protection of existing mature trees within designated critical root zones using air-raking decompaction methods. Construction must maintain an earth disturbance limit of under 15,000 square feet in compliance with Philadelphia Water Department regulations. Work requires coordination with mechanical/electrical systems, adherence to the Secretary of Interior Standards for historic preservation, and continuous special inspection protocols for concrete, masonry, and helical pile installations per 2018 IBC standards. The drawings indicate a 100 percent construction document phase dated February 26-27, 2025, with a scheduled site visit on Wednesday, April 29, 2026, and technical questions due by May 8, 2026.
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Text version
A-4.5
A-4.5
A-4.4
BRICK WALK
LAWN LAWN
BRICK WALK
BRICK WALKSTAMPED CONCRETE
BRICK WALK
LAWN
LAWN
BLUESTONE
PLAZA
INTERPRETIVE
FOUNDATION
MARKER
INTERPRETIVE
FOUNDATION
MARKER
LIBRARY STREET
WALNUT STREET
PLANTER
SIGN
SIGN
F
IF
T H
S T R
E E
T
F O
U R
T H
S T R
E E
T
R
0'
6"
CLOSE GATE.
NO PUBLIC
ACCESS
CLOSE GATE.
NO PUBLIC
ACCESS
2' - 0"
LEGEND
AREA OF PROTECTION
AVAILABLE STORAGE AREA
LIMIT OF WORK AREA
APPROXIMATE EXTENTS OF TEMP
FENCING. SEE LR-1.1 FOR TREE
PROTECTION FENCING EXTENTS.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:1
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
G2
SITE AND STAGING ACCESS
PLAN
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE A
0 20 4020
SCALE OF FEET
PROJECT
NORTH
SCALE AG2
1 SITE AND STAGING ACCESS PLAN
NOTE
- EXTENTS DEPENDENT
ON SELECTED OPTIONS.
GENERAL NOTES
- PROTECT ALL GRASS,
BRICK & BLUESTONE IN
AREA OF WORK WITH MATS.
D at e:
/2 6/
T im e:
3:
U se r:
cc ul le n S ty le
T ab le : L an ga n.
st b L ay ou t:
C
-1 .0
D oc um en t C od e:
1-
-C B1
-0
20 0 20 40 60
FEET
SECOND BANK SITE IMPROVEMENTS DISTURBANCE
AREA (SF)
REPLACE NEW BRICK WALK PAVERS AND PLAZA PAVERS 3,437
REPLACE CONCRETE PAVING WITH NEW BLUESTONE 373
SCULPTURE CONSERVATION 90
LANDSCAPE IMPROVEMENTS AROUND PLAZA AND OLD DESIRE PATH 4,627
RESTORE LAWN OF EXISTING DESIRE PATH 900
3-FT WIDE AGGREGATE DESIRE PATH 782
STORM DRAINAGE IMPROVEMENTS ADJACENT TO NEW WORK 740
BRICK GUTTER IMPROVEMENTS 120
REPOINT AND REPAIR LARGE STEP CRACK WITH HELICAL PIERS 84
SOIL EROSION AND SEDIMENT CONTROL MEASURES 62
RESET SOAPSTONE CAP ON NEW ANCHOR AND REPAIR FLAGSTONE CURB -
OPTION 1: REPOINT PERIMETER WALLS AND PLANTER SITE WALLS -
OPTION 2: RECONSTRUCT IVY BEDS & INTERPRETIVE FOUNDATION WALLS 2,928
TOTAL LIMIT OF DISTURBANCE OF ALL SECOND BANK IMPROVEMENTS 14,143
NOTES:
1. CONSIDERING THE NATURE OF HISTORICAL PRESERVATION PLANNED FOR THE SITE, DISTURBANCE LIMITS WILL BE COMPLETED IN A SURGICAL MANNER (SAW-CUTTING ALONG JOINTS, RESETTING OF PAVERS, CAREFUL STOCKPILING OF MATERIALS TO BE REUSED IN THE PAVEMENT, ETC.). THEREFORE, THE DISTURBANCE WILL BE LIMITED TO WITHIN
THE BORDERS OF THE WORK SHOWN ON THE PLAN.
2. PROTECTION MATTING ATOP PAVED AREAS IS PROVIDED AT PROJECT SITE ACCESS IN LIEU OF A ROCK CONSTRUCTION ENTRANCE. CONSTRUCTION VEHICLES WILL REMAIN ON EXISTING PAVED AREAS OR WITHIN LIMIT OF
DISTURBANCE.
3. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LIMIT OF DISTURBANCE IS REQUIRED TO REMAIN UNDER 15,000 SF TO STAY IN COMPLIANCE WITH PWD REGULATIONS. NO ADDITIONAL DISTURBANCE BEYOND WHAT IS
SHOWN ON THE PLAN WILL BE PERMITTED.
4. INCLUDED IN THE PROJECT SCOPE ARE LOCATIONS ON-SITE WHERE BRICK PAVERS ARE TO BE RESET TO MEET NEW WORK. THESE AREAS ARE EXCLUDED FROM THE LIMITS OF EARTH DISTURBANCE BECAUSE THE EXISTING SUBBASE WILL NOT BE EXPOSED DURING THE BRICK PAVER RESET. SEE ERSA-102 FOR DETAILS ON SITE IMPROVEMENTS.
Date: 2/26/2025 Time: 13:03 User: ccullen Style Table: Langan.stb Layout: C-1.0 . ERSA-101 Document Code: 220186301-0501-CS101-0102
20 0 20 40 60
FEET
PROJECT LOCATION MAP
WATERSHED MAP
e:
/2 6/
T im e:
3:
U se r:
cc ul le n S ty le
T ab le : L an ga n.
st b L ay ou t:
C
-1 .2
ER
SA
-1
D oc um en t C od e:
1-
-C
S1
-0
20 0 20 40 60
FEET
PROJECT LOCATION MAP
WATERSHED MAP
e:
/2 6/
T im e:
3:
U se r:
cc ul le n S ty le
T ab le : L an ga n.
st b L ay ou t:
C
-1 .3
D oc um en t C od e:
1-
-C E1
-0
20 0 20 40 60
FEET
CLEANOUT DETAIL
NOT TO SCALE4
NOTES:
1. ALL HOODS SHALL BE CONSTRUCTED OF POLYETHYLENE.
2. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE OUTLET PIPE
SIZE AS PER MANUFACTURER’S RECOMMENDATION.
3. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE OF 6”
(15 CM) FOR PIPES < 12” (30 CM).
4. INSTALLATION HARDWARE AND INSTRUCTIONS SHALL BE PROVIDED BY
MANUFACTURER.
5. INSTALLATION SHALL BE IN ACCORDANCE WITH NYLOPLAST INSTALLATION
PROCEDURES AND THOSE ISSUES BY LOCAL BUILDING/CONSTRUCTION REGULATIONS.
6. SUMP DEPTH OF 36" MINIMUM FOR 12" OR SMALLER DIAMETER OUTLET PIPE. FOR 15"
OR LARGER OUTLETS USE 2.5-3X OUTLET DIAMETER.
WATER QUALITY HOOD
NOT TO SCALE2PIPE TRENCH DETAIL FOR STORM PIPES
NOT TO SCALE1 SECTION: CATCH BASIN FRAME & GRATE
NOT TO SCALE3
D at e:
/2 6/
T im e:
3:
U se r:
cc ul le n S ty le
T ab le : L an ga n.
st b L ay ou t:
C
-5 .1
D oc um en t C od e:
1-
-C S5
-0
CONCRETE WASHOUT AREA DETAIL (TO BE INSTALLED AS NECESSARY)
NOT TO SCALE1
ELEVATION VIEW
INSTALLATION DETAIL
PLAN VIEW
ISOMETRIC VIEW
STANDARD CONSTRUCTION DETAIL #4-16
FILTER BAG INLET PROTECTION - TYPE M INLET
INLET PROTECTION DETAIL
NOT TO SCALE2 COMPOST FILTER SOCK DETAIL
NOT TO SCALE3
SOIL STOCKPILE DETAIL
NOT TO SCALE4
PUMPED WATER FILTER BAG DETAIL (TO BE INSTALLED AS NECESSARY)
NOT TO SCALE5
ROCK FILTER OUTLET DETAIL
NOT TO SCALE6
D at e:
/2 6/
T im e:
3:
U se r:
cc ul le n S ty le
T ab le : L an ga n.
st b L ay ou t:
C
-5 .2
D oc um en t C od e:
1-
-C S5
-0
PWD EROSION AND SEDIMENT CONTROL NOTES
DUST CONTROL NOTES
CONSTRUCTION SEQUENCING NOTESGRADING AND DRAINAGE NOTES
D at e:
/2 6/
T im e:
3:
U se r:
cc ul le n S ty le
T ab le : L an ga n.
st b L ay ou t:
C
-5 .3
D oc um en t C od e:
1-
-C S5
-0
A-4.5
A-4.4
BRICK WALK
LAWN LAWN
BRICK WALK
BRICK WALKSTAMPED CONCRETE
BRICK WALK
LAWN
LAWN
BLUESTONE
PLAZA
INTERPRETIVE
FOUNDATION
MARKER
INTERPRETIVE
FOUNDATION
MARKER
LIBRARY STREET
WALNUT STREET
PLANTER
SIGN
SIGN
F
IF
T H
S T R
E E
T
F O
U R
T H
S T R
E E
T
SIGN
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:1
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-1.0
EXISTING CONDITIONS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE A
0 20 4020
SCALE OF FEET
SCALE AA-1.0
1 SITE PLAN - EXISTING CONDITIONS
PROJECT
NORTH 4111
W
DEMO PLAN LEGEND
DEMO
REMOVE PAVING
REMOVE SOIL FOR NEW WORK
LIFT & RESET BRICK
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:2
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-2.0
REMOVALS PLAN
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE A
0 20 4020
SCALE OF FEET
PROJECT
NORTH
SCALE AA-2.0
1 DEMO PLAN
D10 REMOVE AND REBUILD SECTION OF BRICK GUTTER
D9 REMOVE AND SALVAGE INTERPRETIVE SIGNAGE
D8 EXISTING SOAPSTONE BENCH TO REMAIN. SALVAGE FOR REINSTALLATION.
D7 REMOVE STONE COPING AND SALVAGE FOR REINSTALLATION - OPTION 1
D6 EXISTING SOAPSTONE BENCH TO REMAIN. PROTECT IN PLACE.
D5 REMOVE CONCRETE PAVING
D4 REMOVE STAMPED CONCRETE (BLUESTONE) PAVING
D3 REMOVE MARBLE BASE STONES AND SALVAGE FOR REINSTALLATION - OPTION 3
D2 REMOVE SCULPTURE FROM MARBLE BASE AND CONSERVE OFF-SITE FOR REINSTALLATION - OPTION 3
D1 REMOVE BRICK FOUNDATION MARKER; SALVAGE BRICK FOR REUSE - OPTION 2
DEMO KEYNOTES
D1
D1
D2 D3
D4
D5
D7
D6 TYP
D8 TYP
D6
D8
D9
PROTECT EXISTING
BLUESTONE
D10
A-4.5
A-4.4
A-3.1
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:2
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-3.0
PROPOSED SITE PLAN
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE A
0 20 4020
SCALE OF FEET
SCALE AA-3.0
1 SITE PLAN PROPOSED
PROJECT
NORTHP7 REBUILD BRICK GUTTER. SEE DETAIL A-3.1
P6 PROTECT EXISTING SOAPSTONE BENCHES IN PLACE
P5 BLUESTONE PAVING
P4 REINSTALL TEAK BENCH
P3 REINSTALL SOAPSTONE BENCH.
P2 RESET SOAPSTONE CAP ON NEW ANCHOR - OPTION 1
P1 RECONSTRUCT FOUNDATION MARKER IN BRICK - OPTION 2
PLAN KEYNOTES
P1
P1
P2
P5
P6 TYP
P3 TYP
P6
P4
OPTION #1
PERIMETER
WALLS
OPTION #2
INTERPRETIVE
FOUNDATION WALLS
OPTION #3
SCULPTURE
CONSERVATION
OPTION #1
PERIMETER WALLS AND
PLANTER SITE WALLS
BASE BID SCOPE
STORM DRAINAGE
EAST DESIRE PATH
GRADING & SEEDING
RESTORED PLANTING AROUND
PLAZA
REPLACE CONCRETE PAVING w
BRICK & BLUESTONERESET CENTER
WALK BRICK
BASE BID
SEE S-2.2 FOR HELICAL
PILE FOUNDATION
REPAIR AND BRICK
WALL REPAIR AT THIS
LOCATION
RECONSTRUCT WALK
TO MATCH EXISTING
NEW EXPOSED
AGGREGATE CONC
WALK 3'-0" WIDE.
LIFT AND RESET
BRICK WALK
LIFT AND RESET
BRICK WALK TO
MATCH NEW WORK
REMOVE CONCRETE
PAVING AND REPLACE
WITH BRICK PAVERS OVER
CONCRETE SUBBASE
REMOVE AND
REPLACE BRICK
WALK
LIFT AND RESET
BRICK WALK
PROTECT EXISTING
BLUESTONE TERRACE
TO REMAIN DURING
CONSTRUCTION NO WORK IN THIS AREA
P7
NEW PLANTING NEW PLANTING
NEW BRICK WALKNEW BRICK WALK
EXISTING MORRIS
SCULPTURE &
PLINTH. SEE OPTION
3 SHEET A-4.7
NEW BLUESTONE
SEE L-4.1
NEW BRICK PAVING
SEE L-4.1
NEW PLANTING - SEE L-3.0
A-4.7
PROVIDE HELICAL PIER
TYP FOR 4 BELOW MARBLE
BASE. SEE S-2.6
RESET BRICK WALK TO
MEET EXISTING
REBUILD SECTION OF GUTTER
SEE DETAILS 4 & 5/A-3.1
30' - 0"
7' - 0" 37' - 0"
REFER TO STRUCTURAL SHEET S-2.2 FOR BASE SCOPE WALL REPAIR
PLAN LEGEND
RESET SALVAGED BENCH SEE DETAIL 5/L-4.3
RESET INTERPRETIVE SIGN
1'-8"
1' - 10"
VARIABLE GRADE
2*2 REINFORCING RODS
4" CONCRETE
4" COMPACTED CINDERS
SLOPE TO DRAIN
8"
EXISITING
PERIMETER WALL
1' - 8"
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:2
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-3.1
BASE BID MORRIS PLAZA
WALL REPAIR
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE A
0 8 168
SCALE OF FEET
PROJECT
NORTH
SCALE AA-3.1
1 PROPOSED MORRIS PLAZA - BASE BID
SCALE BA-3.1
2 WALNUT STREET RETURN WALL - ELEVATION
SCALE B
0 4 84
SCALE OF FEET
SCALE CA-3.1
4 BRICK GUTTER SECTION DETAIL
SCALE CA-3.1
5 BRICK GUTTER PLAN DETAIL
V.I.F.
36' - 1 1/8"
V.I.F.
29' - 11 3/4"
V.I.F.
22' - 11 3/4"
V.I.F.
14' - 0"
V.I.F.
7' - 8 1/2" N.I.C.
10.1
V.I.F. V.I.F.
A-4.0
A-4.0
9.1 8.1 6.2 6.1 4.1 2.1 1.1
V.I.F.
36' - 1 1/8"
V.I.F.
29' - 11 3/4"
V.I.F.
22' - 11 3/4"
V.I.F.
14' - 0"
V.I.F.
7' - 8 1/2"
GRADE BEAM
18.52
GRADE BEAM
16.02
10.1 9.1 8.1 6.2 6.1 4.1
18.50
GRADE
19.51±
GRADE
N.I.C.V.I.F. V.I.F.
4.1 2.1 1.1
19.65±
GRADE
GENERAL NOTES
1. CLEAN BOTH SIDES OF WALL AND COPING TO REMOVE GENERAL SOILING AND
BIOLOGICAL GROWH.
2. ALLOW FOR REPOINTING OF 20% OF WALLS. REPOINT OPEN JOINTS AT STONE
STONE COPINGS, BASE STONES AND WATER TABLE.
3. REMOVE IVY FROM THE VERTICAL FACE OF THE WALLS.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:2
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.0
OPTION#1 - PERIMETER
WALLS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE BA-4.0
1 4TH STREET WALL - ELEVATION
SCALE AA-4.0
2 4TH STREET WALL - PARTIAL ELEVATION 1
SCALE AA-4.0
3 4TH STREET WALL - PARTIAL ELEVATION 2
SCALE A
0 4 84
SCALE OF FEET
SCALE B
0 8 168
SCALE OF FEET
E10 REPAIR & RESET SOAPSTONE CAP
E9 REPLACE MISSING BRICK WITH NEW TO MATCH EXISTING MOULDED BRICK
E8 REPLACE SEALANT JOINT WITH SANDED JOINT
E7 SCRAPE AND PREP TO PAINT RAILINGS/GATE
E6 REPLACE BLUESTONE BASE STONE
E5 COMPOSITE PATCH REPAIR
E4 CRACK REPAIR AT BRICK SEE DETAIL
E3 CRACK REPAIR AT STONE
E2 REPOINT OPEN JOINTS
E1 PROVIDE NEW STONE DUTCHMAN TO MATCH EXISTING
ELEVATION KEYNOTES
E4
E6
E8
E8
E6E2, TYP E2, TYP E6
E9 (2) TYP
EXISTING BRICK COPING. TYP.
EXISTING SOAP STONE CAP, TYP.
EXISTING BLUESTONE BASE, TYP.
23' - 0"23' - 0"23' - 0"23' - 0"
A
V.I.F.
11' - 0"23' - 0"23' - 0"23' - 0"23' - 0"23' - 0"
B C D E H I J K L MF G N
A-4.1
A-4.1
23' - 0"23' - 0"23' - 0"23' - 0"
A B C D E F
A-4.1
A-4.2
V.I.F.
11' - 0"23' - 0"23' - 0"23' - 0"23' - 0"23' - 0"
H I J K L MG N
A-4.2
A-4.2
23' - 0"23' - 0"
DCBA
GENERAL NOTES
1. CLEAN BOTH SIDES OF WALL AND COPING TO REMOVE GENERAL SOILING AND
BIOLOGICAL GROWH.
2. ALLOW FOR REPOINTING OF 20% OF WALLS. REPOINT OPEN JOINTS AT STONE
STONE COPINGS, BASE STONES AND WATER TABLE.
3. REMOVE IVY FROM THE VERTICAL FACE OF THE WALLS.
A B
A-5.0
REBUILD WALL ON NEW CONCRETE FOOTING.
SEE STRUCUTRAL S-2.2
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:2
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.1
OPTION#1 - PERIMETER
WALLS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE CA-4.1
1 WALNUT STREET WALL - ELEVATION
SCALE BA-4.1
2 WALNUT STREET WALL - ELEVATION A
SCALE BA-4.1
4 WALNUT STREET WALL - ELEVATION B
SCALE AA-4.1
5 WALNUT STREET WALL - PARTIAL ELEVATION
SCALE C
0 16 3216
SCALE OF FEET
SCALE A
0 4 84
SCALE OF FEET
SCALE B
0 8 168
SCALE OF FEET
E10 REPAIR & RESET SOAPSTONE CAP
E9 REPLACE MISSING BRICK WITH NEW TO MATCH EXISTING MOULDED BRICK
E8 REPLACE SEALANT JOINT WITH SANDED JOINT
E7 SCRAPE AND PREP TO PAINT RAILINGS/GATE
E6 REPLACE BLUESTONE BASE STONE
E5 COMPOSITE PATCH REPAIR
E4 CRACK REPAIR AT BRICK SEE DETAIL
E3 CRACK REPAIR AT STONE
E2 REPOINT OPEN JOINTS
E1 PROVIDE NEW STONE DUTCHMAN TO MATCH EXISTING
ELEVATION KEYNOTES
E7 E7
SCALE BA-4.1
3 WALNUT STREET RETURN WALL ELEVATION
E2, TYP
E10
23' - 0"
G H I
V.I.F.
11' - 0"
NMLKJI
23' - 0"23' - 0"23' - 0"23' - 0"
18.50
GRADE
23' - 0"23' - 0"
D E F
GENERAL NOTES
1. CLEAN BOTH SIDES OF WALL AND COPING TO REMOVE GENERAL SOILING AND
BIOLOGICAL GROWH.
2. ALLOW FOR REPOINTING OF 20% OF WALLS. REPOINT OPEN JOINTS AT STONE
STONE COPINGS, BASE STONES AND WATER TABLE.
3. REMOVE IVY FROM THE VERTICAL FACE OF THE WALLS.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:2
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.2
OPTION#1 - PERIMETER
WALLS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE AA-4.2
2 WALNUT STREET WALL - PARTIAL ELEVATION 3
SCALE AA-4.2
3 WALNUT STREET WALL - PARTIAL ELEVATION 4
SCALE AA-4.2
1 WALNUT STREET WALL - PARTIAL ELEVATION 2
SCALE A
0 4 84
SCALE OF FEET
E10 REPAIR & RESET SOAPSTONE CAP
E9 REPLACE MISSING BRICK WITH NEW TO MATCH EXISTING MOULDED BRICK
E8 REPLACE SEALANT JOINT WITH SANDED JOINT
E7 SCRAPE AND PREP TO PAINT RAILINGS/GATE
E6 REPLACE BLUESTONE BASE STONE
E5 COMPOSITE PATCH REPAIR
E4 CRACK REPAIR AT BRICK SEE DETAIL
E3 CRACK REPAIR AT STONE
E2 REPOINT OPEN JOINTS
E1 PROVIDE NEW STONE DUTCHMAN TO MATCH EXISTING
ELEVATION KEYNOTES
E7 E7 E7 E7
E7E7
E7 E7
E3
E4 E2
E2 TYP
E4, RETURN
E8, E2 RETURN
E2 @ SIDE OF RETURN
KatherineF Rectangle
KatherineF Snapshot
V.I.F.
17' - 0"23' - 0"23' - 0"23' - 0"23' - 0"23' - 0"23' - 0"23' - 0"
121187651 109432
A-4.2
A-4.2
B
V.I.F.
10' - 0"
A
IRON FENCING NOT SHOWN
23' - 0"23' - 0"23' - 0"23' - 0"
1 2 3 4 5 6
V.I.F.
17' - 0"23' - 0"23' - 0"23' - 0"
7 8 129 10 11
18.50
GRADE
E1
GENERAL NOTES
1. CLEAN BOTH SIDES OF WALL AND COPING TO REMOVE GENERAL SOILING AND
BIOLOGICAL GROWH.
2. ALLOW FOR REPOINTING OF 20% OF WALLS. REPOINT OPEN JOINTS AT STONE
STONE COPINGS, BASE STONES AND WATER TABLE.
3. REMOVE IVY FROM THE VERTICAL FACE OF THE WALLS.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:3
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.3
OPTION#1 - PERIMETER
WALLS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE BA-4.3
1 5TH STREET WALL - ELEVATION
SCALE AA-4.3
4 LIBRARY STREET WALL - ELEVATION
SCALE AA-4.3
2 5TH STREET WALL - PARTIAL ELEVATION
SCALE AA-4.3
3 5TH STREET WALL - PARTIAL ELEVATION 2
SCALE A
0 4 84
SCALE OF FEET
SCALE B
0 8 168
SCALE OF FEET
E10 REPAIR & RESET SOAPSTONE CAP
E9 REPLACE MISSING BRICK WITH NEW TO MATCH EXISTING MOULDED BRICK
E8 REPLACE SEALANT JOINT WITH SANDED JOINT
E7 SCRAPE AND PREP TO PAINT RAILINGS/GATE
E6 REPLACE BLUESTONE BASE STONE
E5 COMPOSITE PATCH REPAIR
E4 CRACK REPAIR AT BRICK SEE DETAIL
E3 CRACK REPAIR AT STONE
E2 REPOINT OPEN JOINTS
E1 PROVIDE NEW STONE DUTCHMAN TO MATCH EXISTING
ELEVATION KEYNOTES
E4
E4 RETURN
E7
E7 E7 E7 E7
E7 E7 E7
E3 E2
E2 E2 RETURN
E2 E2
E2E2
E2/E3 RETURN E2 RETURN E2/E9 E2
E2
E2 E2
E5 E9
E2
E9 E2, TYP
E2
48' - 0"
RESET CRACKED BRICK AT COPING
REPOINT OPEN JOINTS
ASSUME 15%
REPLACE CHIPPED BRICK AT COPING
CLEAN BRICK TO REMOVE SOILING AND BIOLOGICAL GROWTH 100%
PLANTED AREA. SEE
LANDSCAPE DWGS.
EXIST. BRICK PATH
EXISTING BRICK SITE WALL APPROX. 18" HIGH
TO REMAIN.
CLEAN AND REMOVE DEBRIS FROM WEEP HOLES, TYP.
A A-4.4
B A-4.4
C A-4.4
A-4.4
A
P P
R O
X
A P
P R
O X
A
P P
R O
X
WALL A ELEVATION
WALL B ELEVATION
WALL C ELEVATION
REPOINT AND REPLACE CRACKED
BRICK WITH NEW TO MATCH EXISTING
CLEAN AND REMOVE DEBRIS
FROM WEEP HOLES, TYP.
GENERAL NOTES
1. CLEAN BOTH SIDES OF WALL AND COPING TO REMOVE GENERAL SOILING AND
BIOLOGICAL GROWH.
2. ALLOW FOR REPOINTING OF 20% OF WALLS. REPOINT OPEN JOINTS AT STONE
STONE COPINGS, BASE STONES AND WATER TABLE.
3. REMOVE IVY FROM THE VERTICAL FACE OF THE WALLS.
1' - 0"
8"
1 1/2 0 1 1/2 3
SCALE OF FEET DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:3
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.4
OPTION#1 - PLANTER SITE
WALLS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE A
0 2 42
SCALE OF FEET
SCALE B
0 4 84
SCALE OF FEET
SCALE BA-4.4
2 PLANTER / SITE WALL
SCALE AA-4.4
1 PLANTER / SITE WALL ELEVATIONS
PROJECT
NORTH
SCALE CA-4.4
3 TYPICAL BRICK COPING PLAN DETAIL
SCALE C
T H
S T R
E E
T S
IT
E
W A
L L T
O R
E M
A
IN
BRICK COPING TO MATCH EXISTING
A-4.6
A-4.6
A-4.6
REMOVE AND RESET
INTERPRETIVE SIGNAGE
15' - 0"
20' - 0"
EXISTING WALNUT ST. SITE WALL TO REMAIN
BRICK COPING TO
MATCH EXISTING
8"
PLANTED AREA. SEE
LANDSCAPE DWGS.
PLANTED AREA. SEE
LANDSCAPE DWGS.
A-4.6
A-4.6
22' - 0"
A-4.6
REMOVE AND RESET
INTERPRETIVE SIGNAGE
A-4.5
A-4.5
4" X 8" BRICK TYP W/ 3/8" JOINT
M
IN
V A
R
IE
S
8"
SEE 3/L4.3 FOR PLANTING DTL
PROVIDE WATERPROOFING AT INTERIOR
FACE OF WALL BELOW SOIL LINE.
PROVIDE EXPANSION JOINT. SEE 3/L4.3
FOR DETAILS AT BRICK SIDEWALK
RECONSTRUCT INTERPRETIVE WALL WITH
SALVAGED BRICK TO MATCH EXIST HEIGHT.
SEE 3/A4.5 FOR COPING DETAIL
SEE 5/S2.1 FOR FOUNDATION
DTLS AND REINFORCEMENT
PROVIDE WEEP HOLES 30" O.C.
1 0 1 2
SCALE OF FEET
3/4 0 3/4 1 1/2
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:3
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.5
OPTION #2 - INTERPRETIVE
FOUNDATION WALLS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE AA-4.5
1 INTERPRETIVE FOUNDATION PLAN 5TH STREET
SCALE AA-4.5
2 INTERPRETIVE FOUNDATION PLAN WALNUT STREET
SCALE A
0 4 84
SCALE OF FEET
PROJECT
NORTH
OPTION#2: RECONSTRUCT HISTORIC FOUNDATION
MARKERS TO MATCH EXISTING ON NEW FOUNDATIONS.
SEE S-2.1
PLANTED AREA. SEE
LANDSCAPE DWGS.
SCALE BA-4.5
3 TYPICAL COPING PLAN DETAIL
SCALE CA-4.5
4 INTERPRETIVE FOUNDATION SECTION 5TH STREET
SCALE B
SCALE C
5TH STREET
5TH STREET
SOUTH ELEVATION
EAST ELEVATION
NORTH ELEVATION
A-4.5
BRICK WALK
BRICK WALK
RESET INTERPRETIVE SIGN
34' - 3"
27' - 0"
WALNUT ST
WALNUT ST
EXISTING PIER
EAST ELEVATION
NORTH ELEVATION
WEST ELEVATION
7' - 0" 15' - 0"
RECONSTRUCT INTERPRETIVE BRICK
FOUNDATION WALLS ON NEW CONCRETE
FOUNDATIONS TYP. SEE S-2.1
EXISTING PIER
A-4.5
BRICK WALK
BRICK WALK
RESET INTERPRETIVE SIGN
74' - 3"
A-4.6
SEE 1/L4.3 FOR PLANTING DTL
RECONSTRUCT INTERPRETIVE WALL WITH
SALVAGED BRICK TO MATCH EXIST HEIGHT.
SEE 3/A4.5 FOR COPING DETAIL
SEE 3/S2.1 FOR FOUNDATION
DTLS AND REINFORCEMENT
8"
4"
M
IN
HOLD FINISH GRADE AT LAWN BELOW BRICK MOW STRIP.
SEE 1/L4.3
3/4 0 3/4 1 1/2
SCALE OF FEET DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:3
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.6
OPTION #2 - INTERPRETIVE
FOUNDATION WALLS
ELEVATIONS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE BPROJECT
NORTHSCALE AA-4.6
2 INTERPRETIVE FOUNDATION WALLS 5TH STREET
SCALE AA-4.6
1 INTERPRETIVE FOUNDATION WALLS WALNUT STREET
SCALE BA-4.6
3 INTERPRETIVE FOUNDATION SECTION WALNUT STREET
SCALE A
0 4 84
SCALE OF FEET
DATUM 0
+6'-1"
+15'-4"
DATUM 0
+6'-1"
+15'-4"
REMOVE COPPER STAINING PER
SPEC - 040110.10
PROVIDE MARBLE DUTCHMAN AT LOSS
SPEC - 040140.61
REMOVE WAX BUILDUP PER
SPEC - 040110.10
REMOVE GRAFFITI PER SPECIFICATIONS
SPEC - 040110.10
TREATMENT LEGEND
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:3
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
TC
KF
2/26/25
A-4.7
OPTION#3 - SCULPTURE
CONSERVATION
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE B
SECURE BRONZE STATUE W/
RIGGING AND REMOVE FOR CONSERVATION
TREATMENT OFF-SITE. SEE TREATMENT
013591 & 057000. REINSTALL.
REMOVE MARBLE CENTRAL BLOCK AND STEPS
FOR CONSERVATION TREATMENT OFF-SITE.
SEE TREATMENT 040110.10 & 040140.61. REINSTALL.
REMOVE EXISTING CONC. BASE
AND FOUNDATION. PROVIDE NEW
CONCRETE FOUNDATION PER
STRUCTURAL DRAWINGS S-2.0;
NOTE BASE SCOPE INCLUDES FOUNDATION
STABILIZATION WITH HELICAL PILES.
PROVIDE NEW GEORGIA MARBLE
DUTCHMAN AT LOSSES IN MARBLE
STEPS.
SEE DTL 1/L-4.1 FOR BASE SCOPE AT PLAZA
REMOVE AND REINSTALL BRONZE
SCULPTURE AND MARBLE PLINTH
PER SPECIFICATIONS.
SCALE BA-4.7
2 MORRIS STATUE PLAN
SCALE AA-4.7
1 MORRIS STATUE ELEVATIONS
0 2 42
SCALE OF FEET
SCALE A
0 4 84
SCALE OF FEET
PROJECT
NORTH
1'-2"
7"
1 1/8"
EXISTING BRICK WALL - REBUILD PER
STRUCTURAL DETAIL 1/S-2.2
REMOVE & RESET SOAPSTONE
COPING ON NEW ST.STL ANCHOR.
2 PER STONE REPAIR CRACK
EXISTING MARBLE BASE STONE
NEW GEORGIA MARBLE DUTCHMAN.
SEE A-4.7 FOR LOCATIONS. REMOVE
FULL EXTENT OF DAMAGED STONE WITH
SMOOTH BACK SURFACE AND SQUARED CORNERS
1" MIN.1" MIN.
2" MIN.
3/8" STAINLESS STEEL THREADED -ROD
DOWEL WITH EPOXY, 2" MIN FOR DUTCHMAN
LESS THAN 16"X16"X16", LOCATE 3" MIN. FROM EDGES
1/8" GROUT JOINT
1 0 1 2
SCALE OF FEET
3 0 3 6
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
SECOND BANK BLOCK
OF
391-186675
XX
/2
/2
:4
:3
P M
C U s e rs
\k a th e ri n e f\ D o c u m e n ts
\I n d e p e n d e n c e P a rk
S e c o n d
B a n k B lo c k k a th e ri n e fF A
G F
R .r v t
KF
SY
KF
2/26/25
A-5.0
DETAILS
308228
INDEPENDENCE NATIONAL HISTORICAL
PARK
SCALE BSCALE A
SCALE BA-5.0
2 SOAPSTONE COPING DETAILS @ WALNUT RETURN WALL (LOW) OPTION 1
SCALE BA-5.0
4 MARBLE DUTCHMAN AT SCULPTURE BASE- OPTION 3
Cs 6"
Cs 6"
Qr 22"
Qr 20"
Qr 26"
Qr 15"
Qr 20"
Ms 11"
Ms 9"
Ms 12"
Ua 5"
Qr 22"
Qr 20"
Qr 23"
Qr 6"
Qmo 7"
Qr 24"
Qa 37"
Qp 48"
Qa 31"
Qmo 18"
Qa 19"
Cf 9"
Fg 24"
Qa 26"
Qmo 22"
Qm 19"
Qa 34"
Fg 20"
Fg 25"
Fg 17"
Qp 40"
Fg 26"
Qa 36"
Gb 23"
Gb 19"
Gb 20"
Qpa 24"
Gb 28"
Qpa 14"
Qa 37"
Qp 22"
Qpa 16"
Qa 10"
Ck 4,5,7"
Cf 3"
Cm 3"
Mg 3"
Po 24"
Po 22"
Po 29"
Po 5"
Po 17"
Po 24"
Ar 7"
Mg 5"
Mg 10,12"
Gb 22"
Gb 17"
Qp 18"
Cm 3"
Qpa 16"
Cm 3"
Qpa 7"
Qpa 21"
Tc 35"
Gb 24"
STUMP
36"
Ca 12"
Cf
SO
U
TH
TH
S
TR
EE
T
WALNUT STREET
SO
U
TH
TH
S
TR
EE
T
LIBRARY STREET
LR1.2
LR1.2
SIM.
LR1.2
1 FT CONTOUR
WALLS/FENCE
FOUNDATION MARKER
SIGNAGE INTERPRETIVE
SIGNAGE MAP
SIGNAGE INFORMATIONAL
ADA DETECTABLE PAVERS
BOLLARDS
DESIRE PATH
LIGHT FIXTURE
TREE REMOVAL
CRITICAL ROOT ZONE
TREE PROTECTION FENCING
KEY:
GROUND PROTECTION MATTING
TEMPORARY GROUND PROTECTION MATTING
& ACCESSIBLE APRON
LIFT AND RESET BRICK PAVING
REMOVE AND REPLACE BRICK
PAVING
REMOVE PLANTING
SOIL DECOMPACTION
(SEE ALSO GRADING PLAN L-2.1)
9/
/2
:1 5:
A
M C
:\U se rs \S
Ya m an ad al a\
O ne
D riv e
- m ills s ch no er in g ar ch ite ct s, ll c\ D oc um en ts
\In de pe nd en ce
P ar k Se co nd
B an k Bl oc k_ sa iy
SC
8.
rv t
20 0 20 40 60
FEET
TREE NAME:
Key Scientific Name Common Name Ar Acer rubrum Red Maple Ca Cedrus atlantica Blue Atlas Cedar Cf Cornus florida Flowering Dogwood Ck Cornus kousa Kousa Dogwood Cm Cornus mas Cornelian Cherry Dogwood Cs Crataegus sp. Hawthorn Fg Fagus grandifloia American Beech Gb Ginkgo biloba Ginko Ms Magnolia sounagiana Saucer Magnolia Mg Magnolia grandiflora Southern Magnolia Po Platanus occidentalis London Planetree Qa Qurcus alba White Oak Qm Qurcus macrocarpa Mossycup Oak Qmo Quercus montana Chestnut Oak Qp Quercus phellos Willow Oak Qr Quercus rubra Red Oak Qpa Quercus palustris Pin Oak Tc Tilia cordata Littleleaf Linden Ua Ulms americana American Elm
AutoCAD SHX Text
BUS
AutoCAD SHX Text
BUS
AutoCAD SHX Text DEMOLISH CONCRETE STAMPPAD PLAZA PAVEMENT IN ITS ENTIRETY. PROTECT ROBERT MORRIS SCULPTURE AND MARBLE STONE BASE
AutoCAD SHX Text
SEE LAYOUT PLAN L-1.1 FOR RESETTING OF BRICK PAVING IN THIS AREA
AutoCAD SHX Text CAREFULLY DISASSEMBLE AND STORE STONE BENCHES FOR REINSTALLATION UNDER THIS CONTRACT
AutoCAD SHX Text
REMOVE AND STORE INTERPRETIVE PLAQUE FOR REINSTALLATION
AutoCAD SHX Text
LIGHT FIXTURE TO REMAIN. PROTECT FROM DAMAGE
AutoCAD SHX Text
REMOVE AND STORE BENCH FOR REINSTALLATION
AutoCAD SHX Text
REMOVE PLANT MATERIAL
AutoCAD SHX Text
PAVEMENT PROTECTION BOARD
AutoCAD SHX Text
MAINTAIN DRAINAGE FREE TO COLLECT STORMWATER RUNOFF
AutoCAD SHX Text
SEE SEDIMENTATION AND EROSION CONTROL DWG C-1.3.
AutoCAD SHX Text
SEE OPTION NO 2 FOR COORDINATION OF REMOVALS FOR NEW WORK
AutoCAD SHX Text TEMPORARY SIDE WALK PROTECTION MAT WITH ACCESSIBLE APRON FOR PEDESTRIAN ACCESS. DAILY USE ONLY. REMOVE AT NIGHT. SEE GENERAL SITE PROTECTION NOTES ON LR-1.2.
AutoCAD SHX Text
PROTECT STONE CURB TO REMAIN
AutoCAD SHX Text
TEMPORARY VEHICULAR WHEEL RAMP. DAILY USE ONLY. REMOVE AT NIGHT.
AutoCAD SHX Text
REMOVE AND REPLACE BRICK PAVING
AutoCAD SHX Text
SEE OPTION NO. 2 FOR COORDINATION OF REMOVALS WITH NEW WORK
AutoCAD SHX Text
DEMOLISH CONCRETE STAMPPAD WALK IN ITS ENTIRETY
AutoCAD SHX Text
COORDINATE CURB PROTECTION WITH CURB REPAIR WORK
AutoCAD SHX Text DECOMPACT SOIL ALONG EXISTING DESIRE PATH. SEE GRADING L-2.1 AND PLANTING PLAN L-3.1 FOR LAWN RESTORATION WORK
AutoCAD SHX Text
CRZ
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SECOND BANK BLOCK
AutoCAD SHX Text
OF
AutoCAD SHX Text 391-186675
AutoCAD SHX Text
AutoCAD SHX Text
PV
AutoCAD SHX Text
GM
AutoCAD SHX Text
POD
AutoCAD SHX Text 2/26/25
AutoCAD SHX Text 308228
AutoCAD SHX Text
LR-1.1
AutoCAD SHX Text
INDEPENDENCE NATIONAL HISTORICAL PARK
AutoCAD SHX Text
LANDSCAPE REMOVALS AND PROTECTIONS PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
GENERAL SITE PROTECTION NOTES:
· CONTRACTOR TO PARTICIPATE IN A PRE-CONSTRUCTION MEETING WITH THE COR AND DESIGNATED REPRESENTATIVE TO REVIEW PROPOSED SITE FENCING
AND PROTECTION MEASURES. MEASURES TO BE MODIFIED AS DIRECTED.
· SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE COORDINATED WITH SITE PROTECTION MEASURES. SOIL EROSION AND SEDIMENTATION EROSION CONTROLS ARE TO BE IN PLACE PRIOR TO ANY SITE REMOVAL OR EXCAVATION OPERATIONS. SEE CIVIL ENGINEERING DRAWINGS C-1.3 AND C-5.2
· SEE EXISTING CONDITIONS SURVEY C-1.1 FOR BELOW GRADE UTILITIES TO THE EXTENT KNOWN. CONTRACTOR TO CONTACT (C.O.R.) AND ASSURE ALL
NECESSARY PERMITS ARE SECURED IN ADVANCE OF EXCAVATION OPERATIONS.
· THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO AVOID DAMAGE TO EXISTING STONE, BRICK AND CONCRETE PAVEMENTS INCLUDING STONE CURBS, AND BENCHES INTENDED TO REMAIN FOLLOWING SITE IMPROVEMENT CONSTRUCTION OPERATIONS. CONTRACTOR TO REVIEW PAVEMENT AND SITE FEATURE PROTECTION MEASURE DETAILS AND MATERIALS, AND ADVISE THE C.O.R. IF MODIFICATION ARE DESIRED. THE CONTRACTOR IS RESPONSIBLE FOR SITE PROTECTION MEASURES. ANY DAMAGE OF SITE PAVEMENTS OR FEATURES IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE NECESSARY REPAIRS AT
THE CONTRACTORS COST.
· PRODUCTS AND MATERIALS FOR SITE PROTECTION MEASURES ARE TO BE SUBMITTED FOR REVIEW AND ACCEPTANCE.
· SHOP DRAWING FOR BENCH AND CURB PROTECTION MEASURES ARE TO BE SUBMITTED FOR REVIEW AND APPROVAL.
· THE CONTRACTOR SHALL SUBMIT DESIGN FOR CONSTRUCTION OF THE TEMPORARY SIDEWALK PROTECTION MAT. THE MAT SHALL BE RETRACTABLE SO AS NOT TO IMPEDED FREE PEDESTRIAN PASSAGE ACROSS THE FACE OF THE PROJECT AREA EXCEPT WHEN IN ACTIVE USE FOR LOADING OR UNLOADING CONSTRUCTION MATERIALS. THE TEMPORARY PROTECTION MAT SHALL NOT REMAIN IN PLACE POST ALLOWABLE CONSTRUCTION OPERATION HOURS.
· TEMPORARY CLOSURE OF PUBLIC SIDEWALKS SHALL BE ARRANGED AND APPROVED BY THE CITY OF PHILADELPHIA AND C.O.R. PEDESTRIAN CONTROLS AS REQUIRED BY THE CITY OF PHILADELPHIA ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS.
· SITE PROTECTION FENCING LAYOUT AND GATE LOCATIONS ARE TO BE FINALIZED ON SITE WITH THE C.O.R. MAKING ADJUSTMENTS AS NECESSARY. THE CONTRACTOR IS RESPONSIBLE FOR CLOSURE OF THE PARK TO PUBLIC ACCESS DURING THE CONSTRUCTION PERIOD. TEMPORARY MEASURES FOR SECURING THE PARK AT GATED ACCESS ALONG FOURTH, FIFTH AND LIBRARY STREET ARE THE RESPONSIBILITY OF THE CONTRACTOR. EMERGENCY EGRESS PLANS ARE TO BE SUBMITTED TO THE C.O.R. FOR REVIEW AND ACCEPTANCE. EMERGENCY EGRESS PLANS TO COMPLY WITH LOCAL CODES.
· LIBRARY STREET BETWEEN FOURTH AND FIFTH STREETS IS TO REMAIN ACCESSIBLE TO THE PUBLIC.
· SPACE FOR STOCKPILING OF EXCAVATED MATERIAL(S) AND IMPORTED MATERIALS IS LIMITED AND SHALL BE APPROVED BY THE C.O.R. STOCKPILED MATERIALS SHALL BE COVERED AND PERIMETER PROTECTION SUCH AS SILT SOCK SECURED AT THE BASE TO PREVENT EROSION. SEE CIVIL DWG C-1.3 FOR TEMPORARY SOIL
AND EROSION PROTECTION MEASURES
AutoCAD SHX Text %%uPLAN FOR SINGLE TREE
AutoCAD SHX Text %%uELEVATION
AutoCAD SHX Text 2"X4"X8'
AutoCAD SHX Text NOTES: 1. USE UNTREATED LUMBER FOR TREE PROTECTION FENCING. 2. SEE PLAN FOR EXTENT AND LOCATION OF FENCE. LOCATE ON SITE COR. SPACE POSTS AT ±10'-0" O.C MAXIMUM.3. INSTALL TREE PROTECTION FENCING TO DRIP LINE OF TREE OR AS SHOWN ON SHEET LR-1.2 LANDSCAPE PROTECTION.
AutoCAD SHX Text
EXISTING TREE(S)
AutoCAD SHX Text 30"
AutoCAD SHX Text 30"
AutoCAD SHX Text 24"
AutoCAD SHX Text ORANGE MESH FENCE MANUFACTURED BY TENAX CORPORATION, BALTIMORE, MD OR APPROVED EQUIVALENT
AutoCAD SHX Text 4"X4" X8"
AutoCAD SHX Text
SEE PLAN LR-1.1 FOR EXTENT
AutoCAD SHX Text
OF TREE PROTECTION
AutoCAD SHX Text
10'-0" O.C MAX
AutoCAD SHX Text GENERAL PROTECTION MATERIALS PROTECTION BOARD 7.5'L X 14' W X 4"H HIGH-DENSITY POLYETHYLENE 600PSI MEGADECK HD BY SIGNATURE SYSTEMS OR APPROVED EQUIVALENT PROTECTION MAT 1/2 INCH THICK VINYL LOOP COILS EXTRUDED FROM 100% PVC AND THERMALLY BONDED DOP FREE SKUDO ALL-TERRAIN MAT BY SKUDO USA OR APPROVED EQUIVALENT
AutoCAD SHX Text
PROTECTION BOARD
AutoCAD SHX Text
PROTECTION MAT
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FLAGSTONE PAVING ON CONCRETE
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WOOD 2X4 BOARD
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WOOD 2X12 BOARD
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EXISTING BLUESTONE CURB TO REMAIN
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HIGH DENSITY STYROFOAM
AutoCAD SHX Text NOTE: ALL FENCE MATERIALS SHALL BE GALVANIZED STEEL. CONCRETE BLOCKS SHALL BE 3000 PSI CONCRETE WITH GALVANIZED STEEL SLEEVE FOR POST EMBEDMENT. PROVIDE ACCESS GATES AT EACH TREE PROTECTION FENCE TO ALLOW FOR MAINTENANCE OPERATIONS. MINIMUM GATE OPENING 6'-0". PROVIDE PADLOCK TO SECURE ENCLOSURE. SEE CIVIL DWG FOR CONSTRUCTION FENCE LAYOUT
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TOP RAIL
AutoCAD SHX Text 14 GAUGE CHAINLINK MESH ATTACHED TO TENSION BAR AND POSTS WITH STRETCHERS EVERY 2 FEET.
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POST, TYP
AutoCAD SHX Text SET POST IN PVC PIPE, TYP. PVC PIPE TO BE REMOVED FOLLOWING FENCE REMOVAL OPERATIONS AND POST HOLE FILLED WITH TOPSOIL.
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TENSION BAR
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EXISTING GRADE
AutoCAD SHX Text WHERE NECESSARY TO PROTECT ROOTS AND EXISTING PAVING. SET FENCE POST IN PRECAST 100LB CONCRETE BLOCK, TYP.
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 12'-0"
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C LL
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GATE
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10'-0" MAX. SPACING
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BOTTOM GUY WIRE
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WOOD 2X12 TIMBER BOARD
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WOOD 2X4 TIMBER BOARD TO GRADE AS NEEDED
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EXTRUDED BOARD STYROFOAM 60PSI COMPRESSION STRENGTH TOP AND SIDE OF BENCH SEAT
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3/4" EXTERIOR GRADE PLYWOOD SCREWED TO 2X4 TIMBER CROSS
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2X4 TIMBER SPACERS BETWEEN VERTICAL MEMBERS
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PROTECTION BOARD
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PROTECTION MAT
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EXISTING FLAGSTONE PAVING
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2X4 TIMBER VERTICAL MEMBERS
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2X4 TIMBER SUPPORTS BETWEEN VERTICAL MEMBERS
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EXISTING BLUESTONE CURB TO REMAIN
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HIGH DENSITY STYROFOAM
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2X4 SPACER AT BENCH LEGS TYPE
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2 LR1.2
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STONE BENCH
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STONE BENCH
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2X4 TIMBER VERTICAL MEMBERS, ON EDGE
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2X4 TIMBER SUPPORTS BETWEEN VERTICAL MEMBERS
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3/4" EXTERIOR PLYWOOD SCREWED TO 2X4 TIMBER CROSS
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EXTRUDED BOARD STYROFOAM 60PSI COMPRESSION STRENGTH TOP OF BENCH SEAT
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4X4 CORNER TIMBER POST TYPE
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STONE BENCH
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3/4" EXTERIOR PLYWOOD COVER AND SIDES
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5 LR1.2
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AutoCAD SHX Text 2/28/2025 9:54 Y:\CT HL PROJECTS\NPS INDE BANK ROSE GARDEN\INDE DRAWINGS\INDE SECOND BANK TREATMENT\NPS INDE SECOND BANK PROTECTION DETAILS 26 FEB 2025.DWG Y:\CT HL PROJECTS\NPS INDE BANK ROSE GARDEN\INDE DRAWINGS\INDE SECOND BANK TREATMENT\NPS INDE SECOND BANK PROTECTION DETAILS 26 FEB 2025.DWGY:\CT HL PROJECTS\NPS INDE BANK ROSE GARDEN\INDE DRAWINGS\INDE SECOND BANK TREATMENT\NPS INDE SECOND BANK PROTECTION DETAILS 26 FEB 2025.DWG
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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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SECOND BANK BLOCK
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OF
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PV
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GM
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POD
AutoCAD SHX Text 2/26/25
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LR-1.2
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INDEPENDENCE NATIONAL HISTORICAL PARK
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LANDSCAPE PROTECTION DETAILS
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SECTION: CONSTRUCTION FENCING & GATE
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LR1.2
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SCALE: 1/2"=1'-0"
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SECTION: GROUND PROTECTION MATTING
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LR1.2
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SCALE: 1"=1'-0"
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SECTION: TREE PROTECTION FENCING
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LR1.2
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SCALE: 1/2"=1'-0"
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SECTION: BENCH PROTECTION
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LR1.2
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SCALE: 1"=1'-0"
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PLAN: BENCH PROTECTION
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LR1.2
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SCALE: 1"=1'-0"
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SCALE: 1"=1'-0"
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SCALE: 1/2"=1'-0"
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SCALE OF FEET
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SCALE OF FEET
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GENERAL SITE LAYOUT NOTES:
· THE CONTRACTOR TO COORDINATE LAYOUT OF SITE
IMPROVEMENTS WITH ARCHITECTURAL AND CIVIL
WORK. SEE ARCHITECTURAL SHEET A-3.0 AND CIVIL
SHEETS C-1.2 AND C-5.1 FOR STORM WATER AND
UTILITY INSTALLATION.
· THE CONTRACTOR TO BE AWARE THAT NEW WORK
SHALL FOLLOW THE HISTORIC ALIGNMENTS
MAINTAINING THE RECTILINEAR AND AXIAL
RELATIONSHIPS ESTABLISHED UNLESS OTHERWISE
INDICATED AND APPROVED BY THE C.O.R.
· OFFSET STAKES SHALL BE USED TO MAINTAIN
ALIGNMENT OF BOTH NEW AND RECONSTRUCTED
WALKS. CONTRACTOR TO ESTABLISH OF SET STAKES
AND REVIEW WITH C.O.R.
· THE NEW WALKS IN THE NORTH EAST QUADRANT OF
THE PARK SHALL BE STAKED ON SITE AND REVIEWED
WITH THE C.O.R. MAKING ADJUSTMENTS AS
REQUESTED PRIOR TO CONSTRUCTION.
· WHERE NEW WORK INTERSECTS WITH HISTORIC WORK
TO REMAIN. REMOVAL, RESETTING AND REPLACEMENT
BRICK PAVERS SHALL MATCH THE HISTORIC PATTERNS.
WHEN THE ADDITION OF NEW BRICK NECESSARY, THE
CONTRACTOR SHALL BLEND NEW PAVERS WITH
HISTORIC PAVER TO AVOID LARGE FIELDS OF
CONTRASTING COLOR AND FINISH.
· COORDINATE AREA DRAIN LOCATIONS WITH GRADING.
SEE DRAWING L-2.1 GRADING PLAN.
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SILL=28.11
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REPLACE BRICK WALK
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REPLACE PLAZA PAVING
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LIFT AND RESET BRICK WALK TO MEET NEW WORK
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LIFT AND RESET BRICK WALK AS NEEDED FOR NEW WALK INTERSECTION
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PLANTING BED SEE PLANTING PLAN L-3.1
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PLANTING BED SEE PLANTING PLAN L-3.1
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END OF NEW CONCRETE BASE, SEE DETAIL PLAN 2/L-4.1.
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REINSTALL STONE BENCHES.
AutoCAD SHX Text BRING NEW BRICK PAVING TO OUTSIDE EDGE OF PLANTING BED. SEE DETAIL LAYOUT SHEET L-4.1
AutoCAD SHX Text REMOVE AND REPLACE DAMAGED FLAGSTONE CURB CUT EXISTING STONE FOR CLEAN VERTICAL JOINT
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REPLACE FLAGSTONE CURB. CUT EXISTING STONE FOR CLEAN VERTICAL JOINT
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SEE OPTION NO. 2
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PAVING REPAIR
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WALK
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WALK
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PLANTING BED SEE PLANTING PLAN L-3.1.
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OPTION 2 INTERPRETIVE WALL FOUNDATION
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LIFT AND RESET BRICK WALK WITH NEW BRICK
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MEET EDGE OF EXISTING WALK
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SEE ALTERNATE DETAILS 6/L4.2, 7/L4.2, 8/L4.2
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AutoCAD SHX Text 56'-0" +/-
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RECONSTRUCT WALK TO MEET EXISTING
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ROBERT MORRIS STATUE SEE CONSERVATION DOCUMENTS
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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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SECOND BANK BLOCK
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OF
AutoCAD SHX Text 391-186675
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PV
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GM
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POD
AutoCAD SHX Text 2/26/25
AutoCAD SHX Text 308228
AutoCAD SHX Text L-1.1
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INDEPENDENCE NATIONAL HISTORICAL PARK
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LANDSCAPE LAYOUT PLAN
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NORTH
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SCALE OF FEET
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SCALE: 1"=20'-0"
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21.38 V.I.F.DI. 21.26
L4.1
DI. 20.12
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1 FT CONTOUR
WALLS
GUIDERAIL
FOUNDATION MARKER
DESIRE PATH
KEY:
LIGHT FIXTURE TYP. A
LIGHT FIXTURE TYP. B
LIGHT FIXTURE TYP. C
BOLLARD
SIGNAGE INTERPRETIVE
SIGNAGE MAP
SIGNAGE INFORMATIONAL
ADA DETECTABLE PAVERS
AREA DRAIN
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GENERAL GRADING NOTES:
· SEDIMENTATION AND EROSION CONTROL MEASURES SHALL
BE IN PLACE PRIOR TO ANY SOIL PLACEMENT AND GRADING
OPERATIONS. SEE CIVIL DWG. C-1.3 FOR DETAILS.
· FINISH GRADES SHALL GENERALLY FOLLOW THE EXISTING
SITE GRADES AND DRAINAGE PATTERNS UNLESS
OTHERWISE INDICATED ON THE GRADING PLANS AND
DETAILS.
· SEE PLANS ON SHEET L-4.1 FOR DETAILED ENLARGEMENT
OF THE MORRIS SCULPTURE PLAZA FINISH GRADES.
· SEE CIVIL ENGINEERING DRAWING C-1.2 FOR COORDINATION
OF STORM DRAIN ELEVATIONS AND LOCATIONS. SEE
ARCHITECTURAL DRAWINGS A-3.1 FOR GUTTER DRAINAGE
AND REPAIR AND RECONSTRUCTION.
· THE NEW WALK ACROSS THE NORTHEAST QUADRANT SHALL
BE GRADED TO MEET THE EXISTING GRADES AND WALK
ELEVATIONS AT EITHER END AND SHALLOW SWALE ALONG
THE UP-SLOPE SIDE TO DIRECT SURFACE WATER TO THE
AREA DRAINS. CONTRACTOR TO PROVIDE GRADE STAKES
AND REVIEW FINISH GRADES WITH THE C.O.R. IN ADVANCE
OF WALK CONSTRUCTION.
· SURFACE PAVEMENTS SHALL BE PITCHED FOR POSITIVE
DRAINAGE. CROSS PITCH SHALL NOT EXCEED 1.5 PERCENT.
· CONTRACTOR SHALL INSTALL GRADE STAKES FOR
RECONSTRUCTION OF EXISTING WALKS AND REVIEW FINISH
GRADE WITH C.O.R.
· THE FORMER DESIRE PATH IS TO BE DECOMPACTED IN
PREPARATION FOR TOP DRESSING WITH PLANTING SOIL AND
OVERSEEING TO RESTORE TURF COVER.
· DECOMPACTION SHALL INCLUDE A COMBINATION OF
MECHANICAL LOOSENING AND PNEUMATIC AIR RAKING
PRIOR TO PLACEMENT OF PLANTING SOIL. SEE SOIL
SPECIFICATIONS SECTION: 329115 SOILS FOR
REQUIREMENTS.
· THE EXISTING DESIRE PATH THROUGH THE NORTHEAST
QUADRANT OF THE PARK SHALL BE RESTORED TO FINISH
GRADES TO ALLOW FOR POSITIVE SURFACE DRAINAGE
ACROSS THE TURF AREA TO AVOID A DRAINAGE TRENCH OR
EROSION PATTERN ALONG THE FORMER TRAIL ALIGNMENT.
· REVIEW PLANTING PLAN L-3.1 FOR COORDINATION OF NEW
PLANTINGS AND RESTORATION OF FORMER PLANTING BEDS
TO TURF. FOLLOW SPECIFICATIONS FOR PLACEMENT OF
PLANTING SOILS IN PREPARATION FOR SEEDING
OPERATIONS.
· UTILITY TRENCHES ARE TO BE BACKFILLED AND COMPACTED
FOLLOWING UTILITY DETAILS AND SPECIFICATIONS.
PLACEMENT OF PLANTING SOILS FOR RESTORATION OF
TURF SHALL NOT BE LESS THAN 4 INCHES THICK.
· RESTORATION OF LAWN AREAS DISTURBED BY
CONSTRUCTION OPERATIONS SHALL FOLLOW
DECOMPACTION REQUIREMENTS AS SPECIFIED IN THE SOILS
SPECIFICATION SECTION: 329115.
· THE CONTRACTOR SHALL BE AWARE WHEN WORKING IN THE
CRITICAL ROOT ZONE OF MATURE TREES (CRZ)
DECOMPACTON MEASURES WITHIN THIS ZONE SHALL BE
LIMITED TO AIR RAKING. REVIEW DECOMPACTION MEASURES
WITH THE C.O.R. IN ADVANCE OF OPERATIONS. SEE LR-1.1
FOR CRITICAL ROOT ZONES.
· SEE DETAILS SECTIONS FOR FINISH GRADES AT THE
INTERIOR AND EXTERIOR INTERPRETIVE FOUNDATIONS
NOTED AS OPTION NO. 2
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AutoCAD SHX Text
BW19.25
AutoCAD SHX Text
BW19.18
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BW19.03
AutoCAD SHX Text
BW18.99
AutoCAD SHX Text
BW19.17
AutoCAD SHX Text
BW19.13
AutoCAD SHX Text
BW19.01
AutoCAD SHX Text
BW18.95
AutoCAD SHX Text
BW18.91
AutoCAD SHX Text
BW18.61
AutoCAD SHX Text
BW18.46
AutoCAD SHX Text
BW18.42
AutoCAD SHX Text
BW18.10
AutoCAD SHX Text
BW18.18
AutoCAD SHX Text
BW18.18
AutoCAD SHX Text
BW18.12
AutoCAD SHX Text
BW17.84
AutoCAD SHX Text
BW18.25
AutoCAD SHX Text
BW18.23
AutoCAD SHX Text
BW18.31
AutoCAD SHX Text
BW17.83
AutoCAD SHX Text
BW17.99
AutoCAD SHX Text
BW18.10
AutoCAD SHX Text
BW18.20
AutoCAD SHX Text
BW18.49
AutoCAD SHX Text
BW18.69
AutoCAD SHX Text
BW18.74
AutoCAD SHX Text
BW18.09
AutoCAD SHX Text
BW22.07
AutoCAD SHX Text
BW17.17
AutoCAD SHX Text
BW17.23
AutoCAD SHX Text
BW18.94
AutoCAD SHX Text
BW19.01
AutoCAD SHX Text
BW23.35
AutoCAD SHX Text
BW18.82
AutoCAD SHX Text
BW18.42
AutoCAD SHX Text
BW17.88
AutoCAD SHX Text
BW17.98
AutoCAD SHX Text
BW19.04
AutoCAD SHX Text
BW18.68
AutoCAD SHX Text
BW18.26
AutoCAD SHX Text
BW18.14
AutoCAD SHX Text
BW18.72
AutoCAD SHX Text
BW18.90
AutoCAD SHX Text
BW18.95
AutoCAD SHX Text
BW19.22
AutoCAD SHX Text
BW18.87
AutoCAD SHX Text
BW18.60
AutoCAD SHX Text
BW18.41
AutoCAD SHX Text
BW18.92
AutoCAD SHX Text
BW19.36
AutoCAD SHX Text
BW19.36
AutoCAD SHX Text
BW19.47
AutoCAD SHX Text
BW19.73
AutoCAD SHX Text
BW20.02
AutoCAD SHX Text
BW20.04
AutoCAD SHX Text
BW19.98
AutoCAD SHX Text
BW20.36
AutoCAD SHX Text
BW20.38
AutoCAD SHX Text
BW20.57
AutoCAD SHX Text
BW20.62
AutoCAD SHX Text
BW21.04
AutoCAD SHX Text
BW21.04
AutoCAD SHX Text
BW21.04
AutoCAD SHX Text
BW21.01
AutoCAD SHX Text
BW18.61
AutoCAD SHX Text
BW18.52
AutoCAD SHX Text
BW18.24
AutoCAD SHX Text
BW18.44
AutoCAD SHX Text
BW18.31
AutoCAD SHX Text
BW18.62
AutoCAD SHX Text
BW18.78
AutoCAD SHX Text
BW18.73
AutoCAD SHX Text
BW19.23
AutoCAD SHX Text
BW19.64
AutoCAD SHX Text
BW19.31
AutoCAD SHX Text
BW18.92
AutoCAD SHX Text 17.94
AutoCAD SHX Text 16.73
AutoCAD SHX Text 16.48
AutoCAD SHX Text 17.50
AutoCAD SHX Text 21.18
AutoCAD SHX Text 19.78
AutoCAD SHX Text 25.47
AutoCAD SHX Text 21.00
AutoCAD SHX Text 20.90
AutoCAD SHX Text 20.55
AutoCAD SHX Text 20.30
AutoCAD SHX Text 20.02
AutoCAD SHX Text 19.74
AutoCAD SHX Text 19.52
AutoCAD SHX Text 19.35
AutoCAD SHX Text 17.90
AutoCAD SHX Text 17.43
AutoCAD SHX Text 16.90
AutoCAD SHX Text 16.58
AutoCAD SHX Text 16.43
AutoCAD SHX Text 16.40
AutoCAD SHX Text 16.95
AutoCAD SHX Text 17.54
AutoCAD SHX Text 17.93
AutoCAD SHX Text 18.28
AutoCAD SHX Text 18.84
AutoCAD SHX Text 19.16
AutoCAD SHX Text 23.22
AutoCAD SHX Text 23.43
AutoCAD SHX Text 23.90
AutoCAD SHX Text 24.27
AutoCAD SHX Text 24.41
AutoCAD SHX Text 24.46
AutoCAD SHX Text 24.41
AutoCAD SHX Text 24.15
AutoCAD SHX Text 24.08
AutoCAD SHX Text 23.73
AutoCAD SHX Text 23.61
AutoCAD SHX Text 23.24
AutoCAD SHX Text 22.99
AutoCAD SHX Text 22.45
AutoCAD SHX Text 19.59
AutoCAD SHX Text 19.95
AutoCAD SHX Text 20.32
AutoCAD SHX Text 20.71
AutoCAD SHX Text 21.00
AutoCAD SHX Text 21.30
AutoCAD SHX Text 21.61
AutoCAD SHX Text 22.06
AutoCAD SHX Text 22.38
AutoCAD SHX Text 18.16
AutoCAD SHX Text 18.29
AutoCAD SHX Text 19.27
AutoCAD SHX Text 19.64
AutoCAD SHX Text 19.96
AutoCAD SHX Text 19.98
AutoCAD SHX Text 20.28
AutoCAD SHX Text 20.17
AutoCAD SHX Text 20.85
AutoCAD SHX Text 20.96
AutoCAD SHX Text 20.95
AutoCAD SHX Text 20.99
AutoCAD SHX Text 18.63
AutoCAD SHX Text 18.59
AutoCAD SHX Text 19.53
AutoCAD SHX Text 19.67
AutoCAD SHX Text 19.60
AutoCAD SHX Text 19.47
AutoCAD SHX Text 19.08
AutoCAD SHX Text 19.30
AutoCAD SHX Text 19.35
AutoCAD SHX Text 19.67
AutoCAD SHX Text 19.67
AutoCAD SHX Text 19.33
AutoCAD SHX Text 19.36
AutoCAD SHX Text 19.12
AutoCAD SHX Text 18.93
AutoCAD SHX Text 18.97
AutoCAD SHX Text 19.10
AutoCAD SHX Text 18.89
AutoCAD SHX Text 18.87
AutoCAD SHX Text 18.58
AutoCAD SHX Text 18.63
AutoCAD SHX Text 18.86
AutoCAD…
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