826CM3009 BID SET dwgs pdf Bk03.pdf
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- Y1JZ--826CM3009 Alexandria NC Rostrum and Historic Wall Repairs and Renovation (VA-25-00078915)
- Solicitation number
- 36C78625B0036
About this file
These architectural drawings are part of a bid set for restoration work at the Alexandria National Cemetery, specifically focusing on the historic rostrum and ironwork. The project, numbered 826CM3009, involves comprehensive preservation and restoration of the cemetery's rostrum, which was originally assembled in 1944 using recycled marble headstones. Key restoration activities include cleaning marble stones, removing rust stains, re-pointing deteriorated mortar, filling chips and dents, and carefully reinstalling platform stones while maintaining historical integrity. The restoration work must comply with the Secretary of the Interior's Standards for the Treatment of Historic Properties, with specialized techniques such as using lime-based mortar, carefully cleaning with low-pressure water jets, and employing professional stone repair methods. The project covers detailed restoration of the rostrum, lectern, platform, and involves meticulous documentation of existing conditions and proposed repair strategies.
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NOTES:
1. RESTORE ALL IRONWORK RAILING PANELS, POSTS, FINIALS, BRACKETS, HARDWARE, AND EMBEDDED ELEMENTS IN PLACE. REFER TO
"IRONWORK RESTORATION NOTES" ON THIS SHEET.
2. PROTECT SURROUNDING STONE MASONRY AND PAVING FROM DAMAGE DURING IRONWORK RESTORATION.
RAILING NORTH SECTION EXTERIOR RAILING - CENTER
EXTERIOR
RAILING DECORATIVE PANEL INTERIOR RAIL AT POST - TOP RAIL AT POST - BASE
RAILING OVERALL RAILING SOUTH END RAILING SOUTH END
ATTACHMENT
RAILING SOUTH SECTION RAILING NORTH END
EXTERIOR
REPLACE MISSING ROSETTE
REFER TO NOTE #13
FOR PROPOSED PAINT
COLOR
REFER TO NOTE #13
FOR PROPOSED PAINT
COLOR
STAIR RAILINGS OVERALL NORTH STAIR RAILING SOUTH STAIR RAILING
NOTES:
1. RESTORE ALL IRONWORK RAILING PANELS, POSTS, FINIALS, BRACKETS, HARDWARE, AND EMBEDDED ELEMENTS IN PLACE. REFER TO
"IRONWORK RESTORATION NOTES" ON THIS SHEET.
2. PROTECT SURROUNDING STONE MASONRY AND PAVING FROM DAMAGE DURING IRONWORK RESTORATION.
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
LS-503
Rostrum And Historical Wall Renovation
2025-04-23 MAS
HISTORIC IRONWORK RESTORATION
NOTES AND DETAILS
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
KAR
BID SET
826CM3009
1. READ AND COMPLY WITH SPECIFICATION SECTION 32 31 00 HISTORIC IRONWORK RESTORATION.
2. FABRICATOR AND INSTALLER QUALIFICATIONS: EACH SHALL HAVE A MINIMUM OF TEN (10) YEARS' EXPERIENCE WITH REHABILITATION OF HISTORIC IRONWORK. REFERENCES OF PROJECTS THEY HAVE COMPLETED SHALL BE SUBMITTED BY THE SUCCESSFUL BIDDER.
3. EXISTING MATERIALS MAY INCLUDE WROUGHT IRON, MILD STEEL, CAST IRON, AND OTHERS.
4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE SECRETARY OF THE INTERIOR STANDARDS FOR THE TREATMENT OF HISTORIC
PROPERTIES.
5. THE TERM “RESTORE” MEANS REPAIR, PREPARE, CLEAN, DISASSEMBLE AND REASSEMBLE AS NECESSARY, REPLACE MISSING OR DAMAGED ELEMENTS WITH NEW ELEMENTS TO MATCH THE ORIGINAL UNDAMAGED CONDITION, REFINISH, RE-INSTALL, AND OTHERWISE RESTORE TO A
FINISHED CONDITION IN FULL WORKING ORDER.
6. PROVIDE ALL REQUIRED SUBMITTALS PRIOR TO BEGINNING WORK INCLUDING:
6.1. QUALIFICATIONS FOR FABRICATOR AND INSTALLER
6.2. PRODUCT DATA FOR ALL PRODUCTS TO BE USED, INCLUDING MANUFACTURER'S INSTRUCTIONS.
6.3. SHOP DRAWINGS FOR ALL FABRICATED COMPONENTS
6.4. WRITTEN RESTORATION PLAN DESCRIBING ALL MEANS AND METHODS
7. PROVIDE OBSERVATION BY AN EXPERIENCED ARCHITECTURAL CONSERVATOR OR PRESERVATION ARCHITECT ON A PART TIME BASIS, AT
LEAST 4 HOURS PER WEEK DURING IRONWORK RESTORATION.
8. MOCKUP REQUIRED.
9. RESTORE ALL IRONWORK IN PLACE.
10. TAKE PROPER PRECAUTIONS FOR HANDLING LEAD PAINT; CAPTURE, REMOVE AND LEGALLY DISPOSE OF LEAD PAINT CHIPS AND DUST
DISLODGED DURING IRONWORK RESTORATION. COMPLY WITH ALL APPLICABLE REGULATIONS.
11. REPLACE DAMAGED OR MISSING ELEMENTS THAT CANNOT BE REPAIRED INCLUDING BUT NOT LIMITED TO FINIALS, POST CAPS, DECORATIVE ELEMENTS, BRACKETS, HARDWARE, ETC. TO MATCH ORIGINAL. USE STEEL (HARDWARE, FENCE AND GATE FRAMEWORK, DECORATIVE ELEMENTS), AND CAST IRON (CASTINGS). MINOR BREAKAGE MAY BE REPAIRED WITH WELDING.
12. METAL ITEMS TO BE REFURBISHED IN PLACE SHALL BE POWER TOOL CLEANED ON ALL SURFACES. LOW PRESSURE GRIT BLASTING IN PLACE IS ACCEPTABLE, BUT ALL LEAD DUST MUST BE CONTAINED AND ALL ADJACENT SURFACES PROTECTED FROM DAMAGE.
13. ALL IRONWORK SHALL RECEIVE THREE-PART, HIGH PERFORMANCE COATING AS SPECIFIED. COLOR AND FINISH: BLACK SEMI-GLOSS, ALL
AREAS INCLUDING DECORATIVE CENTER PANEL DETAILS.
13.1. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR EACH COATING (PRIMER, INTERMEDIATE, AND FINAL COAT). EACH PRODUCT MAY HAVE DIFFERENT REQUIREMENTS. COMPLY WITH REQUIREMENTS FOR TEMPERATURE AND AMBIENT MOISTURE AT TIME OF APPLICATION, AS WELL AS CURING TIME BETWEEN COATS AT DIFFERENT TEMPERATURES. IF RECOMMENDED BY MANUFACTURER FOR THE SPECIFIC PRODUCT AND TEMPERATURE AT TIME OF APPLICATION OR CURING, USE COLD-WEATHER ADDITIVE. REMOVE AND REAPPLY ANY COATINGS THAT ARE NOT APPLIED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AT NO ADDITIONAL COST TO THE
GOVERNMENT.
IRONWORK RESTORATION NOTES
SCALE:
FLAG AREA CURVED RAILING RESTORATION
N.T.S.1
SCALE:
STAIR RAILING RESTORATION
N.T.S.2
3'-21 2"
7'- 6"
10'-5"
3'-21 2"
21 2" 1'-
0" 1'-
71 4" 3'-
81 4" 1'-
0" 1 2"
1'-0"
C.L.
A B
3'-21 2"
7'- 6"
10'-5"
3'-21 2"
21 2" 1'-
0" 1'-
71 4" 3'-
81 4" 1'-
0" 1 2"
1'-0"
C.L.
A B
23 4"
17 8"
1'-0"41 8"
31 2" 1'-
01 4" 31 2"
23 4"
1'-0"41 8"
17 8"
4"
1" 1"
1" 1"
1"
1"1"
1"1"
23 4"
17 8"
1'-0"41 8"
31 2" 1'-
01 4" 31 2"
23 4"
1'-0"41 8"
17 8"
4"
1" 1"
1" 1"
1"
1"1"
1"1"
C.L.
8"
1'- 0"
1'- 9"
71 4" 13 4"
10"
1/2" CHAMFER
SHELF
1/2" CHAMFER
SLANTED
TOP
1'- 2"
JOINT
A B
C.L.
8"
1'- 0"
1'- 9"
71 4" 13 4"
10"
1/2" CHAMFER
SHELF
1/2" CHAMFER
SLANTED
TOP
1'- 2"
JOINT
A B
A-100
PLAN DETAIL
SCALE: 3"=1'-0"
A-100
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
PLATFORM VIEW
NO SCALE
A-100
ROSTRUM PLAN
SCALE: 1"=1'-0"
A-100
LECTERN STAND PLAN
SCALE: 3"=1'-0"
4A A-100
LECTERN BACKSIDE VIEW
NO SCALE
A-100
LECTERN FRONT VIEW
NO SCALE
A-100
ROSTRUM GENERAL
NOTES
DIMENSIONS AND DETAILS SHOWN ON THIS
DRAWING ARE BASED ON ARCHIVE BLUEPRINTS &
CURRENT PHOTOS OF THE EXISTING ROSTRUM,
AND ARE GIVEN FOR GENERAL AS-BUILT RECORD
INFORMATION ONLY.
ALL EXISTING STONES AND COMPONENTS OF THE
ROSTRUM, LECTERN, PLATFORM AND FOUNDATION
TO REMAIN UNLESS NOTED OTHERWISE.
SEE DRAWING A-400 FOR NEW REPAIR WORK.
A. PER HAZARDOUS MATERIAL ENVIRONMENTAL
REPORT THERE ARE NO ASBESTOS OR LEAD
BASED PAINT CONTAINING MATERIALS IDENTIFIED
ON THE ROSTRUM STRUCTURE.
B. HISTORIC ROSTRUM WAS ORIGINALLY ASSEMBLED
IN 1944 FROM RECYCLED MARBLE HEADSTONES.
C. WITH THE AGE, FERROUS METAL STONE TIES IN
THE STRUCTURE CAUSED RUSTY STAINS; SOME
MORTAR IS DETERIORATED AND SOME STONES
HAVE SMALL CHIPS AND CRACKS. SOME STONES
AT THE BASE ARE LOOSE.
D. PROPOSED WORK, METHODS AND TREATMENTS
SHOULD MEET THE SECRETARY OF THE INTERIOR'S
STANDARDS FOR THE TREATMENT OF HISTORIC
PROPERTIES.
SCOPE OF WORK
DEMO WORK IS NOT IN SCOPE, EXCEPT FOR THE
REMOVAL / REPLACEMENT OF SOME EXISTING
SEALANT AND MORTAR, AS WELL AS THE
TEMPORARY REMOVAL AND REINSTALLATION OF
SOME STONES. SEE DRAWING A-400 FOR THE
DETAILED DESCRIPTION OF NEW REPAIR WORK.
REPAIRS OF CHIPPED AND DAMAGED STONES
MUST BE PERFORMED IN ACCORDANCE WITH
HISTORIC PRESERVATION GUIDELINES AND BY A
QUALIFIED CONTRACTOR.
ROSTRUM
* CLEAN DIRT FROM STONE .
* TREAT MARBLE FOR RUST STAIN REMOVAL.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
LECTERN
* CLEAN DIRT FROM STONE .
* RE-POINT DETERIORATED MORTAR.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
PLATFORM
* CLEAN DIRT FROM STONE .
* RE-INSTALL & REINFORCE LOOSE STONES.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
ROSTRUM, LECTERN & PLATFORM FOUNDATION
* NOT IN SCOPE
PAVEMENT AROUND PLATFORM
* NOT IN SCOPE
ROSTRUM GENERAL
NOTES
DIMENSIONS AND DETAILS SHOWN ON THIS
DRAWING ARE BASED ON ARCHIVE BLUEPRINTS &
CURRENT PHOTOS OF THE EXISTING ROSTRUM,
AND ARE GIVEN FOR GENERAL AS-BUILT RECORD
INFORMATION ONLY.
ALL EXISTING STONES AND COMPONENTS OF THE
ROSTRUM, LECTERN, PLATFORM AND FOUNDATION
TO REMAIN UNLESS NOTED OTHERWISE.
SEE DRAWING A-400 FOR NEW REPAIR WORK.
A. PER HAZARDOUS MATERIAL ENVIRONMENTAL
REPORT THERE ARE NO ASBESTOS OR LEAD
BASED PAINT CONTAINING MATERIALS IDENTIFIED
ON THE ROSTRUM STRUCTURE.
B. HISTORIC ROSTRUM WAS ORIGINALLY ASSEMBLED
IN 1944 FROM RECYCLED MARBLE HEADSTONES.
C. WITH THE AGE, FERROUS METAL STONE TIES IN
THE STRUCTURE CAUSED RUSTY STAINS; SOME
MORTAR IS DETERIORATED AND SOME STONES
HAVE SMALL CHIPS AND CRACKS. SOME STONES
AT THE BASE ARE LOOSE.
D. PROPOSED WORK, METHODS AND TREATMENTS
SHOULD MEET THE SECRETARY OF THE INTERIOR'S
STANDARDS FOR THE TREATMENT OF HISTORIC
PROPERTIES.
SCOPE OF WORK
DEMO WORK IS NOT IN SCOPE, EXCEPT FOR THE
REMOVAL / REPLACEMENT OF SOME EXISTING
SEALANT AND MORTAR, AS WELL AS THE
TEMPORARY REMOVAL AND REINSTALLATION OF
SOME STONES. SEE DRAWING A-400 FOR THE
DETAILED DESCRIPTION OF NEW REPAIR WORK.
REPAIRS OF CHIPPED AND DAMAGED STONES
MUST BE PERFORMED IN ACCORDANCE WITH
HISTORIC PRESERVATION GUIDELINES AND BY A
QUALIFIED CONTRACTOR.
ROSTRUM
* CLEAN DIRT FROM STONE .
* TREAT MARBLE FOR RUST STAIN REMOVAL.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
LECTERN
* CLEAN DIRT FROM STONE .
* RE-POINT DETERIORATED MORTAR.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
PLATFORM
* CLEAN DIRT FROM STONE .
* RE-INSTALL & REINFORCE LOOSE STONES.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
ROSTRUM, LECTERN & PLATFORM FOUNDATION
* NOT IN SCOPE
PAVEMENT AROUND PLATFORM
* NOT IN SCOPE
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
EXISTING ROSTRUM PLAN
LECTERN TOP PLAN
SCALE: 3"=1'-0"
4B A-100
AutoCAD SHX Text N
AutoCAD SHX Text A100
AutoCAD SHX Text
AutoCAD SHX Text A-300
AutoCAD SHX Text
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text A100
AutoCAD SHX Text 4B
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text A-300
AutoCAD SHX Text
AutoCAD SHX Text A100
AutoCAD SHX Text 4A
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text A-100
AutoCAD SHX Text
AutoCAD SHX Text A-100
AutoCAD SHX Text
AutoCAD SHX Text A-100
1'- 6"
'-8
5 8"
7'-
5 8"
6" 6"
6"
'-0
3 4"
1'- 4"
±4 1 8"
101'-6"
TOP OF PLATFORM
100'-0"
BOTTOM
100'-6"
LOWER LEVEL
101'-0"
STEPS
C.L.
1'- 6"
'-8
5 8"
7'-
5 8"
6" 6"
6"
'-0
3 4"
1'- 4"
±4 1 8"
101'-6"
TOP OF PLATFORM
100'-0"
BOTTOM
100'-6"
LOWER LEVEL
101'-0"
STEPS
C.L.
6" 6"
6" 6"
6" 6"
INCISED
CARVING 1/4"
INCISED STAR
5 8"
ROSTRUM
C.L.
PROFILE
1 4"
1/4" BLOCK
PROJECTION
3" 8"3"
1 4"
3" 8" 3"
INCISED
CARVING 1/4"
INCISED STAR
5 8"
ROSTRUM
C.L.
PROFILE
1 4"
1/4" BLOCK
PROJECTION
3" 8"3"
1 4"
3" 8" 3"
8"
7 8"
4" 1 8"
1 8"
8"
4" 1 8"
1'- 4" 8"
1 8" 35 8"
5/16 METAL
DOWELS
METAL STONE
ANCHORS
1'-0" 8"
23 4"
4"
8"
2"
11 4"
8"
7 8"
4" 1 8"
1 8"
8"
4" 1 8"
1'- 4" 8"
1 8" 35 8"
5/16 METAL
DOWELS
METAL STONE
ANCHORS
1'-0" 8"
23 4"
4"
8"
2"
11 4"
6" 2'-
57 8" 4"
4" 1 8"
1 8"
C.L.
6" 2'-
57 8" 4"
4" 1 8"
1 8"
C.L.
A-200
EXISTING ROSTRUM ELEVATIONS
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
ROSTRUM FRONT ELEVATION
SCALE:1"=1'-0"
A-200
ROSTRUM BACKSIDE ELEVATION
SCALE: 1"=1'-0"
A-200
PROFILE OF PILASTER CAP
SCALE: 3"=1'-0"
A-200
LECTERN ELEVATION
SCALE: 3"=1'-0"
A-200
FRONT TOP PANEL DETAIL
SCALE: 6"=1'-0"
A-200
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
ROSTRUM GENERAL
NOTES
DIMENSIONS AND DETAILS SHOWN ON THIS
DRAWING ARE BASED ON ARCHIVE BLUEPRINTS &
CURRENT PHOTOS OF THE EXISTING ROSTRUM,
AND ARE GIVEN FOR GENERAL AS-BUILT RECORD
INFORMATION ONLY.
ALL EXISTING STONES AND COMPONENTS OF THE
ROSTRUM, LECTERN, PLATFORM AND FOUNDATION
TO REMAIN UNLESS NOTED OTHERWISE.
SEE DRAWING A-400 FOR NEW REPAIR WORK.
A. PER HAZARDOUS MATERIAL ENVIRONMENTAL
REPORT THERE ARE NO ASBESTOS OR LEAD
BASED PAINT CONTAINING MATERIALS IDENTIFIED
ON THE ROSTRUM STRUCTURE.
B. HISTORIC ROSTRUM WAS ORIGINALLY ASSEMBLED
IN 1944 FROM RECYCLED MARBLE HEADSTONES.
C. WITH THE AGE, FERROUS METAL STONE TIES IN
THE STRUCTURE CAUSED RUSTY STAINS; SOME
MORTAR IS DETERIORATED AND SOME STONES
HAVE SMALL CHIPS AND CRACKS. SOME STONES
AT THE BASE ARE LOOSE.
D. PROPOSED WORK, METHODS AND TREATMENTS
SHOULD MEET THE SECRETARY OF THE INTERIOR'S
STANDARDS FOR THE TREATMENT OF HISTORIC
PROPERTIES.
SCOPE OF WORK
DEMO WORK IS NOT IN SCOPE, EXCEPT FOR THE
REMOVAL / REPLACEMENT OF SOME EXISTING
SEALANT AND MORTAR, AS WELL AS THE
TEMPORARY REMOVAL AND REINSTALLATION OF
SOME STONES. SEE DRAWING A-400 FOR THE
DETAILED DESCRIPTION OF NEW REPAIR WORK.
REPAIRS OF CHIPPED AND DAMAGED STONES
MUST BE PERFORMED IN ACCORDANCE WITH
HISTORIC PRESERVATION GUIDELINES AND BY A
QUALIFIED CONTRACTOR.
ROSTRUM
* CLEAN DIRT FROM STONE .
* TREAT MARBLE FOR RUST STAIN REMOVAL.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
LECTERN
* CLEAN DIRT FROM STONE .
* RE-POINT DETERIORATED MORTAR.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
PLATFORM
* CLEAN DIRT FROM STONE .
* RE-INSTALL & REINFORCE LOOSE STONES.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
ROSTRUM, LECTERN & PLATFORM FOUNDATION
* NOT IN SCOPE
PAVEMENT AROUND PLATFORM
* NOT IN SCOPE
ROSTRUM FRONT VIEW
NO SCALE
A-200
FRONT TOP PANEL VIEW
NO SCALE
A-200
AutoCAD SHX Text A200
AutoCAD SHX Text
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text A200
AutoCAD SHX Text
AutoCAD SHX Text A200
AutoCAD SHX Text
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text 4A
AutoCAD SHX Text A-100
AutoCAD SHX Text 4B
A-100
1'-9" 1'-71 4"3'-01
2"
3'- 8"
6" 6"
6"
1'- 6"
8"
101'-6"
TOP OF PLATFORM
100'-0"
BOTTOM OF PLATFORM
100'-6"
LOWER LEVEL
101'-0"
STEPS
1'-9" 1'-71 4"3'-01
2"
3'- 8"
6" 6"
6"
1'- 6"
8"
101'-6"
TOP OF PLATFORM
100'-0"
BOTTOM OF PLATFORM
100'-6"
LOWER LEVEL
101'-0"
STEPS
8"
7 8"
1 8"
8"
4" 1 8"
4" 1 8"
1'- 4" 8"
1 8" 35 8"
PROJECTION
KEY BLOCK
INCISED
CARVING, 3/8"
8"
7 8"
1 8"
8"
4" 1 8"
4" 1 8"
1'- 4" 8"
1 8" 35 8"
PROJECTION
KEY BLOCK
INCISED
CARVING, 3/8"
INCISED
CARVING, 1/4"
STRAIGHT
EDGE
CARVING, 1/4"
INCISED
CARVING, 1/4"
INCISED
CARVING, 1/4"
STRAIGHT
EDGE
CARVING, 1/4"
INCISED
CARVING, 1/4"
1'- 6"
6" 6"
6"
1'-0"
1'-0" 2"
# 4 - 6X6 WIRE MESH
IN CONCRETE
1'-0" 2"
2"
ROSTRUM FLOOR
TAMPERED
EARTH FILL
STONE
STEPS
DOWEL
5"
101'-6"
TOP OF PLATFORM
100'-0"
BOTTOM
100'-6"
LOWER LEVEL
101'-0"
STEPS
MORTAR BED
PAVEMENT AROUND
PLATFORM
1'- 6"
6" 6"
6"
1'-0"
1'-0" 2"
# 4 - 6X6 WIRE MESH
IN CONCRETE
1'-0" 2"
2"
ROSTRUM FLOOR
TAMPERED
EARTH FILL
STONE
STEPS
DOWEL
5"
101'-6"
TOP OF PLATFORM
100'-0"
BOTTOM
100'-6"
LOWER LEVEL
101'-0"
STEPS
MORTAR BED
PAVEMENT AROUND
PLATFORM
1'-9"1'-71 4" 3'-01
2"
3'- 8"
6" 6"
6"
1'- 6"
8"
1'-9"1'-71 4" 3'-01
2"
3'- 8"
6" 6"
6"
1'- 6"
8"
10"
±31 2"±31
2" ±3"
1/8" FLUSH
JOINT
#10 WIRE
TIES
5/16" BRONZE
DOWELS
3"
10"
±31 2"±31
2" ±3"
1/8" FLUSH
JOINT
#10 WIRE
TIES
5/16" BRONZE
DOWELS
3"
10"
±31 2"±31
2" ±3"
1/8" FLUSH
#10 WIRE TIES
5/16" BRONZE DOWELS
1/8" JOINT
10"
±31 2"±31
2" ±3"
1/8" FLUSH
#10 WIRE TIES
5/16" BRONZE DOWELS
1/8" JOINT
A-300
EXISTING ROSTRUM SECTIONS & DETAILS
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
ROSTRUM SIDE ELEVATION
SCALE: 1"=1'-0"
A-300
SIDE TOP PANEL DETAIL
SCALE: 3"=1'-0"
A-300
TOP PANEL DETAIL
SCALE: 6"=1'-0"
A-300
STEP SECTION
SCALE: 3"=1'-0"
A-300
ROSTRUM SIDE ELEVATION
SCALE: 1"=1'-0"
A-300
STONE BONDING SECTION DETAIL
SCALE: 3"=1'-0"
A-300
ROSTRUM GENERAL
NOTES
DIMENSIONS AND DETAILS SHOWN ON THIS
DRAWING ARE BASED ON ARCHIVE BLUEPRINTS &
CURRENT PHOTOS OF THE EXISTING ROSTRUM,
AND ARE GIVEN FOR GENERAL AS-BUILT RECORD
INFORMATION ONLY.
ALL EXISTING STONES AND COMPONENTS OF THE
ROSTRUM, LECTERN, PLATFORM AND FOUNDATION
TO REMAIN UNLESS NOTED OTHERWISE.
SEE DRAWING A-400 FOR NEW REPAIR WORK.
A. PER HAZARDOUS MATERIAL ENVIRONMENTAL
REPORT THERE ARE NO ASBESTOS OR LEAD
BASED PAINT CONTAINING MATERIALS IDENTIFIED
ON THE ROSTRUM STRUCTURE.
B. HISTORIC ROSTRUM WAS ORIGINALLY ASSEMBLED
IN 1944 FROM RECYCLED MARBLE HEADSTONES.
C. WITH THE AGE, FERROUS METAL STONE TIES IN
THE STRUCTURE CAUSED RUSTY STAINS; SOME
MORTAR IS DETERIORATED AND SOME STONES
HAVE SMALL CHIPS AND CRACKS. SOME STONES
AT THE BASE ARE LOOSE.
D. PROPOSED WORK, METHODS AND TREATMENTS
SHOULD MEET THE SECRETARY OF THE INTERIOR'S
STANDARDS FOR THE TREATMENT OF HISTORIC
PROPERTIES.
SCOPE OF WORK
DEMO WORK IS NOT IN SCOPE, EXCEPT FOR THE
REMOVAL / REPLACEMENT OF SOME EXISTING
SEALANT AND MORTAR, AS WELL AS THE
TEMPORARY REMOVAL AND REINSTALLATION OF
SOME STONES. SEE DRAWING A-400 FOR THE
DETAILED DESCRIPTION OF NEW REPAIR WORK.
REPAIRS OF CHIPPED AND DAMAGED STONES
MUST BE PERFORMED IN ACCORDANCE WITH
HISTORIC PRESERVATION GUIDELINES AND BY A
QUALIFIED CONTRACTOR.
ROSTRUM
* CLEAN DIRT FROM STONE .
* TREAT MARBLE FOR RUST STAIN REMOVAL.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
LECTERN
* CLEAN DIRT FROM STONE .
* RE-POINT DETERIORATED MORTAR.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
PLATFORM
* CLEAN DIRT FROM STONE .
* RE-INSTALL & REINFORCE LOOSE STONES.
* FILL-IN CHIPS AND DENTS ON DAMAGED
STONES.
* RE-POINT DETERIORATED MORTAR.
ROSTRUM, LECTERN & PLATFORM FOUNDATION
* NOT IN SCOPE
PAVEMENT AROUND PLATFORM
* NOT IN SCOPE
STONE BONDING PLAN DETAIL
SCALE: 3"=1'-0"
A-300
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text A-300
AutoCAD SHX Text
AutoCAD SHX Text A-300
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
AutoCAD SHX Text A-300
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
AutoCAD SHX Text A-300
AutoCAD SHX Text A-300
AutoCAD SHX Text
AutoCAD SHX Text A-300
3 SIM.
A-400
STONE PRESERVATION PLAN
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
PLATFORM PLAN
SCALE: 1 1/2"=1'-0"
A-400
VA FORM 08 - 6231
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
Civil & Environmental Consultants, Inc.
(724) 327-5200
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
Rostrum And Historical Wall Renovation
ROSTRUM
2025-04-23 I.J.
Alexandria National Cemetery 1450 Wilkes St., Alexandria, VA 22314
M.F.C.
BID SET
826CM3009
Fi le
P at h
&2
21:($/7+
/iF� 1R� ����������
&21/<
$5&+, 7(&7
2F
95, 1, 0,&+$(/
LOCATION#
6 7 8
5 9 10
SCOPE OF WORK
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
CLEAN & REMAIN IN PLACE
STEP
STEP
STEP
STEP
TOP OF PLATFORM
100'-6"
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
21 24
CLEAN & REMAIN IN PLACE
TOP OF PLATFORM
TOP OF PLATFORM
TOP OF PLATFORM
TOP OF PLATFORM
TOP OF PLATFORM
TOP OF PLATFORM
TOP OF PLATFORM
TOP OF PLATFORM
TOP OF PLATFORM
SEE NOTE #4 ON THIS SHEET
FOR THE SUGGESTED
CLEANING AND
RE-INSTALLATION WORK
DESCRIPTION.
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
32 36
37 38 41
42 43
46 47 48
54 55
56 57
58 59 60 61
101'-6"
100'-6"
100'-6"100'-6"
101'-6"
101'-0" 101'-0"
101'-0" 101'-0"
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
TOP CENTER
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
CLEAN & REMAIN IN PLACE
PLATFORM STONE SCHEDULE
101'-6"101'-6"
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
CLEAN & RE-INSTALL
EXISTING CONDITION
ROSTRUM PRESERVATION
PLAN KEY NOTES
1 RESTORE/ FILL-IN CHIPPED STONE. USE A SPECIALIZED
EPOXY RESIN DESIGNED FOR MARBLE REPAIR,
CAREFULLY MATCHING THE COLOR OF EXISTING
MARBLE, AND APPLY IT TO THE CHIPPED STONE, CRACK
OR DENT, ALLOWING IT TO CURE BEFORE POLISHING
THE SURFACE TO BLEND IT SEAMLESSLY WITH THE
REST OF THE MARBLE, FOLLOW MANUFACTURER'S
GUIDELINES.
2 RESTORE/ FILL-IN CRACK. REFER TO KEY NOTE #1.
3 FILL-IN DENTS. REFER TO KEY NOTE #1.
4 REFER TO PHOTOS TO SEE DAMAGED CORNER OF THE
STONE. REMOVE STONE AND CHECK EXISTING
CONDITION OF THE BOTTOM SURFACE OF THAT STONE,
IF BOTTOM SURFACE IS UNDAMAGED AND DOES NOT
HAVE ANY INSCRIPTIONS ON IT, THEN THAT STONE CAN
BE FLIPPED OVER AND INSTALLED BOTTOM UP ON THE
NEW MORTAR. OR, THIS STONE CAN BE ROTATED SO
THE DAMAGED CORNER WILL BE AGAINST VERTICAL
STONE #18, TO HAVE MORE SUPPORT BY VERTICAL
SURFACES WHILE FILLING-IN CHIPS.
5 HATCHED AREA INDICATES STONES THAT MUST BE
CLEANED & REMAIN IN PLACE.
6 TREAT MARBLE FOR RUST STAIN REMOVAL.
7 COAT/ PATCH EXISTING INSCRIPTION WITH "JAHN
PATCH" BY CATHEDRAL STONE OR EQUAL.
DUE TO NATURAL PATTERN OF MARBLE AND
DEPOSITED DIRT, NOT ALL CRACKS AND DENTS MAY BE
VISIBLE BEFORE CLEANING THE STONE. CONTRACTOR IS
RESPONSIBLE FOR REPAIRS OF ALL DAMAGES
REGARDLESS WHETHER THEY ARE SHOWN OR NOT ON
THESE DRAWINGS.
ROSTRUM RESTORATION NOTES
REFER TO U.S. DEPARTMENT OF THE INTERIOR NATIONAL PARK
SERVICE GUIDELINES FOR PRESERVATION BRIEFS / ACCESSING
CLEANING & WATER-REPELLENT TREATMENTS FOR HISTORIC
MASONRY BUILDINGS.
STONE CLEANING
* CLEAN DIRT FROM THE ENTIRE ROSTRUM, LECTERN AND
PLATFORM STONES.
A) SOAKING.
PROLONGED SPRAY OR MISTING MARBLE SURFACE
WITH WATER.
B) WASHING.
START WITH A VERY LOW PRESSURE (100 PSI OR
BELOW), AND PROGRESSING AS NEEDED TO SLIGHTLY
HIGHER PRESSURE, GENERALLY NO HIGHER THAN
300-400 PSI USING LOW PRESSURE WATER JET
("NIEROS" OR EQUAL). DIRECTION OF WATER NOZZLE
SHOULD BE 40-DEGREE TO THE SURFACE DURING
RINSING PROCESS (DO NOT USE ZERO-DEGREE
DIRECTION).
C) BRUSHING.
MANUALLY BRUSH-OUT DIRT & GRIME FROM THE
INCISED CARVING DETAILS WITH SOAP, USE NATURAL
OR SYNTHETIC BRISTLE BRUSHES (DO NOT USE METAL
BRUSHES).
RUST STAINS REMOVAL
* TREAT MARBLE FOR RUST STAIN REMOVAL WITH SOLUTIONS
APPROVED FOR HISTORIC RESTORATIONS, AND PER
MANUFACTURER'S INSTRUCTIONS. CONDUCT TEST FIRST ON THE
SMALL AREA.
RE-POINTING
* REPLACE EXISTING MORTAR IN THE JOINTS ON THE ROSTRUM,
LECTERN AND PLATFORM.
PLATFORM STONE RE-INSTALLING
* GENTLY REMOVE PLATFORM STONES, AND SAFELY STORE UNTIL
RE-INSTALLING. NUMBER EACH STONE WITH SELF-ADHESIVE
LABELS (INDICATING TOP SURFACE AND NORTH EDGE) BEFORE
REMOVING TO MAKE SURE THAT RE-INSTALLED STONE FITS TO
IT'S ORIGINAL LOCATION.
* REMOVE LOOSE MORTAR BETWEEN AND UNDER REMOVED
STONES, CLEAN SURFACE, AND INSTALL NEW MORTAR BED.
* WHILE RE-INSTALLING, SECURE STONES WITH BRONZE PINS
(DRILL HOLES AS NEEDED).
* SEALANT TO BE USED FOR JOINTS BETWEEN ALL STONES OF THE
PLATFORM, INSIDE & OUTSIDE CORNERS AND PERIMETER OF THE
PLATFORM, AS WELL AS WHERE THE HORIZONTAL STONE MEETS
THE VERTICAL STONE. IF THESE JOINTS ARE MORE THAN 3/8” USE
BACKER ROD ALSO.
STONE RESTORATION
* SKILLED ARTISAN IS REQIRED TO FIX DAMAGED STONES, TO
FILL-IN HOLES, CHIPS AND DENTS USING PROFESSIONAL TOOLS,
EQUIPMENT, EPOXY ADHESIVE, COLOR-MATCHING FILLERS AND
OTHER NECESSARY MATERIALS.
FOR COST ESTIMATION PURPOSES, ASSUME THAT 100% OF THE
EXISTING MORTAR AND SEALANT MUST BE REPLACED.
CHIPPED EDGE
FRONT BOTTOM
NO SCALE
A-400
FRONT TOP
NO SCALE
A-400
BACKSIDE
NO SCALE
A-400
BACKSIDE BOTTOM
NO SCALE
A-400
BACKSIDE TOP CORNER
NO SCALE
A-400
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
BROKEN (MISSING)
CORNER
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
NO VISIBLE DAMAGE
±100'-0"±100'-0"
CHIPPED EDGE
CHIPPED EDGES
BACKSIDE MIDDLE
NO SCALE
A-400
LECTERN BACKSIDE
NO SCALE
A-400
LECTERN FRONT
NO SCALE
A-400
PRELIMINARY RUST REMOVAL TESTS
TESTED AREAS
AFTERBEFORE
HEAVY DUTY RUST STAIN
REMOVER BY CATHEDRALSTONE
AFTERBEFORE
"SURE KLEAN" BY PROSOCO
PLATFORM PLAN
SCALE: 1 1/2"=1'-0"
A-400
TEST RESULTS
THIS CHART IS PROVIDED FOR RECORD/ INFORMATIONAL PURPOSES ONLY, TO HELP AVOID
REPETITIVE WORK USING THE SAME PRODUCT AND/OR METHOD.
PRELIMINARY RUST STAIN REMOVAL TESTS WERE CONDUCTED BY THE DESIGN TEAM ON AUGUST
25, 2024. THE TWO PRODUCTS SHOWN ON THIS CHART WERE APPLIED TO THE EXISTING RUST
STAINS AT AN OUTDOOR TEMPERATURE OF 80°F FOR ABOUT ONE HOUR, BUT NO DESIRABLE
RESULTS WERE ACHIEVED.
SUGGESTED TESTS
1) "ARM & HAMMER". MIX WATER INTO THE BAKING SODA UNTIL IT IS
TEXTURED LIKE SANDY TOOTHPASTE. APPLY IT DIRECTLY TO THE
STAIN, DO NOT SCRUB IT. COVER IT WITH PLASTIC WRAP AND LET IT
SIT FOR 24 HOURS TO DRAW OUT THE STAIN. RINSE THE AREA WITH
CLEAN WATER AND A SOFT CLOTH TO REMOVE ANY RESIDUE.
2) "LUSTRO ITALIANO" RUST REMOVER POWDER. FOLLOW
MANUFACTURER'S INSTRUCTIONS.
3) TENAX TE-RUST RUST STAIN REMOVER. FOLLOW MANUFACTURERS'
INSTRUCTIONS.
MORTAR NOTES
A. MORTAR FOR THE ROSTRUM MUST BE LIME-BASED.
MORTAR FOR THE PLATFORM MUST HAVE 75% LIME &
25% OF PORTLAND CEMENT.
B. APPLY MORTAR AND SEALANT AT THE TEMPERATURE
ABOVE 40°F AND BELOW 100°F.
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File details come from the government source that posted it. Updated .