36C78619B0020-0001003.pdf

EP:24+96.16

24+50

25+00

26+00

BP:24+96.16

25+50

27+00

28+00

26+50

27+50

29+00

EP:29+80.76

28+50

29+50

VA FORM 08 - 6231

A

F i l e

P a t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

NUMBER

LA002705

K

A

R

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-305

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE ELEVATIONS -

INTERIOR

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

NOTE:

PHOTOS AND ELEVATIONS PROVIDED AS REFERENCE FOR EXISTING

CONDITIONS. REFER TO L-311 FOR TREATMENTS BY STATION.

STATION

STATION

STATION

AutoCAD SHX Text Scale: 3/16" = 1'-0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

28+00

29+00

EP:29+80.76

28+50

29+50

26+00

27+00

26+50

27+50

24+00

EP:24+96.16

24+50

25+00

BP:24+96.16

25+50

VA FORM 08 - 6231

A

F i t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-306

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE ELEVATIONS -

EXTERIOR

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

NOTE:

PHOTOS AND ELEVATIONS PROVIDED AS REFERENCE FOR EXISTING

CONDITIONS. REFER TO L-311 FOR TREATMENTS BY STATION.

STATION

STATION

STATION

AutoCAD SHX Text Scale: 3/16" = 1'-0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

22+00

23+00

22+50

23+50

20+00

21+00

20+50

21+50

18+00

19+00

18+50

19+50

VA FORM 08 - 6231

A

F i t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-307

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE ELEVATIONS -

EXTERIOR

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

NOTE:

PHOTOS AND ELEVATIONS PROVIDED AS REFERENCE FOR EXISTING

CONDITIONS. REFER TO L-311 FOR TREATMENTS BY STATION.

STATION

STATION

STATION

AutoCAD SHX Text Scale: 3/16" = 1'-0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

14+00

EP:14+90.54

14+50

15+00

BP:14+90.54

15+50

12+00

13+00

12+50

13+50

16+00

17+00

16+50

17+50

VA FORM 08 - 6231

A

F i t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-308

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE ELEVATIONS -

EXTERIOR

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

NOTE:

PHOTOS AND ELEVATIONS PROVIDED AS REFERENCE FOR EXISTING

CONDITIONS. REFER TO L-311 FOR TREATMENTS BY STATION.

STATION

STATION

STATION

AutoCAD SHX Text Scale: 3/16" = 1'-0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

6+00

7+00

5+50

6+50

7+50

10+00

11+00

10+50

11+50

8+00

EP:8+92.25

8+50

9+00

9+50

BP:8+92.25

VA FORM 08 - 6231

A

F i t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-309

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE ELEVATIONS -

EXTERIOR

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

M A

T C

H L

I N

E

L

NOTE:

PHOTOS AND ELEVATIONS PROVIDED AS REFERENCE FOR EXISTING

CONDITIONS. REFER TO L-311 FOR TREATMENTS BY STATION.

STATION

STATION

STATION

AutoCAD SHX Text Scale: 3/16" = 1'-0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

4+00

5+00

3+50

4+50

2+00

3+00

1+50

2+50

1+00

BP:0+00.00

0+50

VA FORM 08 - 6231

A

F i t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-310

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE ELEVATIONS -

EXTERIOR

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

B

M A

T C

H L

I N

E

L

2+00 exterior 1+50 exterior

1+00 exterior 0+50 exterior 0+00 exterior

NOTE:

PHOTOS AND ELEVATIONS PROVIDED AS REFERENCE FOR EXISTING

CONDITIONS. REFER TO L-311 FOR TREATMENTS BY STATION.

STATION

STATION

STATION

AutoCAD SHX Text Scale: 3/16" = 1'-0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VA FORM 08 - 6231

F i l e

P a t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-311

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE ELEVATIONS NOTES

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

1. STONE MASON QUALIFICATIONS: MASONRY SUPERINTENDENT AND FOREMAN ASSIGNED TO THIS PROJECT

SHALL EACH HAVE A MINIMUM OF TEN (10) YEARS' EXPERIENCE WITH REHABILITATION OF HISTORIC

STONEWORK AND AN INTERNATIONAL MASONRY INSTITUTE HISTORIC MASONRY PRESERVATION CERTIFICATE

(OR APPROVED EQUAL) AND SHALL PROVIDE EVIDENCE OF CERTIFICATION PRIOR TO THE START OF THE

PROJECT. EXPERIENCE WITH INSTALLING NEW BRICK OR DIMENSION STONE WILL NOT FULFILL THE

QUALIFICATION REQUIREMENTS. REFERENCES OF PROJECTS THEY HAVE COMPLETED SHALL BE SUBMITTED

BY THE SUCCESSFUL BIDDER. THE PROJECT SUPERINTENDENT AND FOREMAN ASSIGNED TO THIS PROJECT

SHALL NOT BE CHANGED THROUGHOUT THE DURATION OF THE WORK WITHOUT WRITTEN REQUEST TO AND

CONSENT OF THE COR. ALL MASONS WORKING ON THE PROJECT SHALL HAVE COMPLETED A TRAINING

COURSE IN THE USE OF LIME BASED MORTAR. WORKERS ASSIGNED TO THE PROJECT SHALL BE TRAINED IN

THE USE OF THE PARTICULAR PRODUCTS USED IN THE WORK INCLUDING CLEANERS AND STONE PATCHING

COMPOUNDS. PROVIDE CERTIFICATION OR OTHER APPROVED EVIDENCE OF TRAINING FOR EACH MASON

WORKING ON THE SITE.

2. THE EXISTING STONE WALLS WERE BUILT AT DIFFERENT TIMES AND USE A VARIETY OF STONE AND MORTAR

MATERIALS. WALLS SHALL BE REHABILITATED USING THE SAME MATERIALS AND TECHNIQUES AS WERE USED

IN THE ORIGINAL CONSTRUCTION, UNLESS OTHERWISE NOTED, INCLUDING STONE TYPES, MORTAR

MATERIALS, STONE PATTERN, AND JOINT PROFILES.

3. REFER TO THE "TREATMENTS BY STATION" FOR SPECIFIC REQUIREMENTS FOR VARIOUS WALL SEGMENTS.

REFER TO L-314 FOR SPECIFIC REQUIREMENTS FOR GATE AREA IN ADDITION TO REQUIREMENTS OF THIS

SHEET. REFER TO SHEET L-313 FOR TYPICAL DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR

REQUIREMENTS FOR THE ROSTRUM STRUCTURE.

4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE SECRETARY OF THE INTERIOR STANDARDS FOR

HISTORIC PRESERVATION

5. PROVIDE ALL REQUIRED SUBMITTALS PRIOR TO BEGINNING STONEWORK, INCLUDING:

5.1. QUALIFICATIONS FOR MASONS

5.2. PRODUCT DATA FOR ALL PRODUCTS TO BE USED

5.3. TEST RESULTS FROM SAMPLES OF ORIGINAL MORTAR (8 TESTS MINIMUM)

5.4. COLOR AND TEXTURE SAMPLES FOR ALL MORTAR MATERIALS AND STONE PATCHING MATERIALS

5.5. WRITTEN REHABILITATION PLAN DESCRIBING ALL MEANS AND METHODS

6. PROVIDE SAMPLE PANELS FOR COR APPROVAL TO SERVE AS THE STANDARD FOR THE FINISHED WORK. DO

NOT PROCEED WITH THE WORK UNTIL THE SAMPLE PANEL IS APPROVED. SAMPLE PANEL WILL BE A 5'X5' AREA

OF EXISTING WALL IN A LOCATION SELECTED BY THE COR. SAMPLE SHALL DEMONSTRATE THE FOLLOWING:

6.1. CLEANING

6.2. REPOINTING INCLUDING CURING METHODS FOR LIME BASED MORTAR

6.3. REPLACEMENT OF MISSING STONES

6.4. REPAIR OF DAMAGED FACE STONES

6.5. REPAIR OF DAMAGED CAP STONES

7. AFTER REMOVAL OF FENCE AND GATE ELEMENTS, CLEAN ALL EXISTING STONEWORK AS FOLLOWS:

7.1. REMOVE RUST STAINS, MOSS, PAINT, AND SURFACE GRIME FROM ALL WALL AND COLUMN SURFACES.

USE THE GENTLEST EFFECTIVE METHODS IN ACCORDANCE WITH SECRETARY OF THE INTERIOR

STANDARDS FOR HISTORIC PRESERVATION. TEST ALL CLEANING PRODUCTS ON A SMALL AREA AS

APPROVED BY THE COR BEFORE USING WIDELY

7.2. CAREFULLY BRUSH OR LIGHTLY SCRAPE LOOSE SURFACE DEBRIS AND REMOVE MOSS, IVY, AND OTHER

GROWTH

7.3. USE PROSOCO ENVIRO KLEAN REVIVE, OR EACO CHEM D/2 BIOLOGICAL SOLUTION (OR APPROVED EQUAL)

TO REMOVE REMAINING MOLD, LICHEN, AND ATMOSPHERIC STAINING

7.4. USE PROSOCO FERROUS STAIN REMOVER (OR APPROVED EQUAL) TO REMOVE IRON STAINS

7.5. USE PROSOCO SAFSTRIP (OR APPROVED EQUAL) TO REMOVE PAINT AND GRAFFITI FROM GRANITE (GATE

AREA ONLY)

8. WHERE INDICATED, COMPLETELY REBUILD PORTIONS OF WALL. REFER TO "TREATMENTS BY STATION" FOR

SPECIFIC LOCATIONS AND REQUIREMENTS.

8.1. REMOVAL/DECONSTRUCTION, SALVAGE, AND REINSTALLATION OF WALL SHALL BE OBSERVED BY AN

EXPERIENCED ARCHITECTURAL CONSERVATOR OR PRESERVATION ARCHITECT ON A PART-TIME BASIS, AT LEAST 8 HOURS PER WEEK DURING THIS PORTION OF THE WORK. DOCUMENT PRE-CONSTRUCTION

CONDITIONS VIA MAPPING AND PHOTOGRAPHY. NUMBER CAPS WITH DURABLE NUMBERING KEYED TO

MAPPING, SO THAT THEY ARE PUT BACK IN THEIR ORIGINAL LOCATION.

8.2. ERECT TEMPORARY BARRICADES OR FENCING WHERE WALLS HAVE BEEN REMOVED.

8.3. REPLACE MISSING OR SIGNIFICANTLY DAMAGED STONES WITH STONE OF THE SAME TYPE, SIZE, SHAPE, AND PATTERN AS THE ORIGINAL.

8.4. CONSTRUCT WALL IN ACCORDANCE WITH TYPICAL WALL DETAILS ON SHEET L-313.

8.5. REINSTALL FENCING.

8.6. PERFORM FINISH GRADING, INCLUDING PROVIDING ADDITIONAL TOPSOIL TO MEET PROPOSED GRADES

INDICATED.

9. REPAIR DAMAGED FACE STONES (WISSAHICKON SCHIST). FACE STONES WITH LOOSE SURFACE MATERIAL OR

SHOWING EXFOLIATION OF SURFACE GREATER THAN

" DEPTH SHALL BE REPAIRED. REMOVE LOOSE

SURFACE MATERIAL BACK TO SOUND MATERIAL AND TREAT WITH POTASSIUM SILICATE (WATER GLASS OR

EQUAL) PER MANUFACTURER'S INSTRUCTIONS. REBUILD FACE OF STONE WITH LIME-BASED STONE PATCHING

MATERIAL WITH MICA FLECKS (LITHOMEX OR APPROVED EQUAL) TO MATCH COLOR AND TEXTURE OF

SURROUNDING STONE. MASONS PERFORMING THIS WORK SHALL PROVIDE EVIDENCE OF PREVIOUS

EXPERIENCE WITH SIMILAR STONE REPAIR. IF STONES CANNOT BE PATCHED SATISFACTORILY, REPLACE

WITH MATCHING STONE.

10. REPAIR CAP STONES WITH MINOR DAMAGE WITH LIME BASED STONE PATCHING COMPOUND (LITHOMEX OR

APPROVED EQUAL). MINOR DAMAGE IS DEFINED AS CHIPPING OF THE CORNER OR EDGE OF THE STONE, 2

INCHES OR MORE RELATIVE TO THE ORIGINAL FACE, THAT DOES NOT INVOLVE EMBEDDED FENCE

COMPONENTS. EXFOLIATION OF THE STONE SURFACE SHALL NOT BE REPAIRED.

11. REPLACE MISSING FACE AND INTERIOR STONES WITH MATCHING STONE OF THE SAME TYPE, SIZE, SHAPE, AND PATTERN AS THE ORIGINAL. FACE STONE TYPE FOR ALL WALLS IS WISSAHICKON SCHIST. REFER TO

SPECIFICATIONS FOR STONE SOURCE. MORTAR USED FOR SETTING STONES SHALL MATCH THE ORIGINAL

MORTAR OF THE PARTICULAR WALL SEGMENT.

12. REPLACE CAP STONES WITH SIGNIFICANT DAMAGE WITH MATCHING STONE OF THE SAME TYPE, SIZE, SHAPE

AND PATTERN. REFER TO SPECIFICATIONS FOR STONE SOURCE. SIGNIFICANT DAMAGE INCLUDES ANY

CRACKING, CHIPPING OR DAMAGE INVOLVING EMBEDDED FENCE ELEMENTS. REPLACE ENTIRE CAP STONE;

OR CUT OUT ENTIRE CRACKED AREA AND MECHANICALLY ATTACH MATCHING STONE WITH

" DIA. STAINLESS

STEEL DOWELS, 6" O.C., SET IN EPOXY. DOWELS MUST BE AT LEAST 12" CLEAR OF ANY EMBEDDED FENCE

ELEMENTS.

13. RE-SET LOOSE OR DISLODGED CAP STONES IN THEIR ORIGINAL POSITION. MORTAR USED FOR SETTING

STONES SHALL MATCH THE ORIGINAL MORTAR OF THE PARTICULAR WALL SEGMENT.

14. REPOINT JOINTS (SEE "TREATMENTS BY STATION" FOR QUANTITIES, MORTAR AND JOINT TYPES, AND

GENERAL LOCATIONS)

14.1. RAKE OUT MORTAR FROM JOINTS TO BE REPOINTED. OLD MORTAR SHOULD BE REMOVED TO A MINIMUM

2-2.5X THE WIDTH OF THE JOINT. ANY LOOSE OR DISINTEGRATED MORTAR BEYOND THIS DEPTH SHOULD

ALSO BE REMOVED. DO NOT DAMAGE STONES DURING MORTAR REMOVAL. NEVER USE POWER TOOLS ON

VERTICAL JOINTS. REMAINING MORTAR SHOULD BE REMOVED BY SMALL PNEUMATICALLY POWERED

CHISELS OR HAND CHISELS AND MASH HAMMERS.

14.2. REMOVE MORTAR CLEANLY FROM THE MASONRY UNITS, LEAVING SQUARE CORNERS AT THE BACK OF

THE CUT. BEFORE FILLING, THE JOINTS SHOULD BE RINSED WITH A JET OF WATER TO REMOVE ALL

LOOSE PARTICLES AND DUST. AT THE TIME OF FILLING, THE JOINTS SHOULD BE DAMP, BUT WITH NO

STANDING WATER PRESENT. A CONTINUAL MIST OF WATER SHALL BE APPLIED FOR A FEW HOURS

BEFORE REPOINTING BEGINS.

14.3. MIX AND PREPARE MORTAR IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

14.4. BUILD OUT JOINTS IN

" LIFTS, ADDING ADDITIONAL LAYERS WHEN THE PREVIOUS LAYER IS THUMBPRINT

HARD.

14.5. TOOL JOINT TO MATCH THE INDICATED JOINT TYPE AND CURE MORTAR IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS.

15. AFTER REPAIRS AND REPOINTING ARE COMPLETE, PERFORM A FINAL CLEANING.

STONEWORK REHABILITATION

1. FABRICATOR AND INSTALLER QUALIFICATIONS: FABRICATOR SHALL EACH 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.

2. THE EXISTING FENCING AND GATES WERE INSTALLED AT DIFFERENT TIMES. MATERIALS MAY INCLUDE

WROUGHT IRON, MILD STEEL, CAST IRON, AND OTHERS.

3. REFER TO ARCHITECTURAL DRAWINGS FOR REQUIREMENTS FOR THE ROSTRUM STRUCTURE.

4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE SECRETARY OF THE INTERIOR STANDARDS FOR

HISTORIC PRESERVATION

5. REFER TO SHEET L-312 AND 313 FOR TYPICAL DETAILS.

6. REFER TO L-314 FOR SPECIFIC REQUIREMENTS FOR GATE AREA IN ADDITION TO REQUIREMENTS OF THIS

SHEET.

7. PROVIDE ALL REQUIRED SUBMITTALS PRIOR TO BEGINNING FENCE REMOVAL, INCLUDING:

7.1. QUALIFICATIONS FOR FABRICATOR AND INSTALLER

7.2. PRODUCT DATA FOR ALL PRODUCTS TO BE USED

7.3. SHOP DRAWINGS FOR ALL COMPONENTS

7.4. WRITTEN REHABILITATION PLAN DESCRIBING ALL MEANS AND METHODS

8. REMOVAL AND REINSTALLATION OF IRONWORK SHOULD BE OBSERVED BY AN EXPERIENCED ARCHITECTURAL

CONSERVATOR OR PRESERVATION ARCHITECT ON A PART-TIME BASIS, AT LEAST 8 HOURS PER WEEK DURING

THIS PORTION OF THE WORK.. EACH PIECE SHOULD BE PROPERLY NUMBERED SO THE NUMBER IS NOT LOST

DURING THE RESTORATION PROCESS, AND EACH NUMBER SHOULD BE KEYED TO MAPPING, SO THAT EACH

PIECE CAN BE PUT BACK IN THE EXACT SAME PLACE WHERE IT WAS ORIGINALLY

9. MOCKUP REQUIRED - SEE SPECIFICATIONS.

10. REMOVE FENCE AND GATES FOR REFURBISHMENT.

10.1. CUT OFF EMBEDDED POSTS JUST ABOVE STONE CAP, LEAVING THE REMAINDER. EXISTING POSTS ARE

SET IN LEAD.

10.2. FOR RAILS AND GATE ELEMENTS THAT ARE ATTACHED MECHANICALLY TO AN EMBEDDED PIECE, LEAVE

THE EMBEDDED PIECE AND DETACH THE RAIL BY REMOVING THE EXISTING HARDWARE. EMBEDDED

RAILS (WITHOUT HARDWARE) SHALL BE TREATED LIKE EMBEDDED POSTS.

10.3. REMOVE AND REPLACE EMBEDDED BALL BEARING PIVOT AND PLATES AT GATES IN NEW CONCRETE

PAVEMENT.

11. TAKE PROPER PRECAUTIONS FOR HANDLING LEAD PAINT; CAPTURE, REMOVE AND LEGALLY DISPOSE OF

LEAD PAINT CHIPS AND DUST DISLODGED DURING FENCE REMOVAL.

12. SHOP CLEAN AND PREPARE IRONWORK TO REMOVE PAINT AND CORROSION AS SPECIFIED WITH LOW GRIT

BLASTING. AVOID USING VERY SHARP OR HARD AGGREGATE OR EXCESSIVELY HIGH PRESSURE OVER 100

LBS/SQ IN. SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH SSPC-SP-10 NEAR-WHITE BLAST

CLEANING

13. REPLACE DAMAGED OR MISSING ELEMENTS THAT CANNOT BE REFURBISHED INCLUDING BUT NOT LIMITED TO

POSTS, RAILS, FINIALS, DECORATIVE ELEMENTS, BRACKETS, HARDWARE, ETC. TO MATCH ORIGINAL. USE

STEEL (FENCE AND GATE FRAMEWORK), CAST IRON (CASTINGS), AND STAINLESS STEEL (HARDWARE). MINOR

BREAKAGE MAY BE REPAIRED WITH WELDING. WELD NEW MATERIAL TO CUT POSTS TO MATCH ORIGINAL

LENGTH.

14. ALL IRONWORK SHALL RECEIVE THE FOLLOWING COATING OR APPROVED EQUAL:

14.1. SHOP PRIME: TNEMEC SERIES 94-H2O HYDRO-ZINC @ 2.5- 3.5 MILS DFT

14.2. FIELD TOUCH UP: TNEMEC SERIES 94-H2O HYDRO-ZINC @ 2.5- 3.5 MILS DFT

14.3. INTERMEDIATE: TNEMEC SERIES N69 HI-BUILD EPOXOLINE II @ 3-5 MILS DFT

14.4. FINISH COAT: TNEMEC SERIES 1070/1071/1072 FLUORONAR @ 2.0 - 3.0 MILS DFT,

14.5. COLOR AND GLOSS: BLACK, SEMI-GLOSS

14.6. WARRANTY: 15 YEAR COLOR AND GLOSS WARRANTY.

15. METAL ITEMS TO BE REFURBISHED IN PLACE SHOULD 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 STONE SURFACES PROTECTED FROM DAMAGE.

16. RE-INSTALL FENCE IN ORIGINAL LOCATIONS. CORE DRILL WALL CAP TO REMOVE REMAINING POST SEGMENT

AND LEAD SETTING MATERIAL. TAKE REQUIRED PRECAUTIONS DUE TO PRESENCE OF LEAD. REMOVE ONLY

THE MINIMUM AMOUNT OF MATERIAL REQUIRED. EMBED FENCE ELEMENTS IN ORIGINAL LOCATIONS AS

SPECIFIED.

IRONWORK REHABILITATIONTREATMENT BY STATION

NOTE: ALL QUANTITIES AND LOCATIONS ARE APPROXIMATE. FIELD VERIFY ALL AREAS FOR

REPAIRS AND MARK FOR APPROVAL PRIOR TO STARTING WORK.

6'6" TYP FENCE PANEL

4 PER SECTION

1" SQUARE SUPPORT POSTS

3 PER SECTION

V A

R I E

S

V A

R I E

S

V A

R I E

S

1" SUPPORT POST AND

" X

" BRACE ARE EMBEDDED IN

WALL SECURED WITH LEAD

(DEPTH OF EMBEDMENT NOT

VERIFIED, APPROX. 5")

3 7/8" TYP

21" TYP

21" WIDE CAP STONE

LENGTHS VARY

" SQUARE PICKETS

" SQUARE MIDDLE

SUPPORT POST

ELEVATION SECTION

MORTARED STONE WALL.

WISSAHICKON SCHIST FACE

STONES. RUBBLE CORE.

EXISTING GRADE

U N

K N

O W

N

WALL FOUNDATION

DEPTH UNKNOWN

28' TYP.

EXISTING FINISH GRADE

INTERIOR

EXISTING FINISH GRADE

EXTERIOR

WALL AND PILLAR

21" CAP

20" WALL

20" TYP

CAP STONE

IRON FENCE

FACE STONE

6'6" TYP FENCE PANEL

4 PER SECTION

V A

R I E

S

1" SQUARE SUPPORT POSTS

ELEVATION SECTION

U N

K N

O W

N

22" WIDE CAP STONE

LENGTHS VARY

28"X28" PILLAR CAP STONE

V A

R I E

S

V A

R I E

S

1" SUPPORT POST AND

" X

" BRACE ARE EMBEDDED IN

WALL SECURED WITH LEAD

(DEPTH OF EMBEDMENT NOT

VERIFIED, APPROX. 5")

MORTARED STONE WALL.

WISSAHICKON SCHIST FACE

STONES. RUBBLE CORE.

WALL FOUNDATION

DEPTH UNKNOWN

EXISTING FINISH GRADE

" SQUARE PICKETS. TOPS

ALTERNATE BETWEEN

STRAIGHT AND BENT

EXISTING FINISH GRADE

INTERIOR

EXISTING FINISH GRADE

EXTERIOR

PILLAR

28" CAP

24" PILLAR

WALL

22" CAP

21" WALL

28' TYP

6'6" TYP FENCE PANEL

4 PER SECTION4

V A

R I E

S

3 7/8" TYP

21" TYP

ELEVATION SECTION

U N

K N

O W

N

1" SQUARE SUPPORT POSTS

3 PER SECTION

V A

R I E

S

V A

R I E

S

1" SUPPORT POST AND

" X

" BRACE ARE EMBEDDED IN

WALL SECURED WITH LEAD

(DEPTH OF EMBEDMENT NOT

VERIFIED, APPROX. 5")

20" WIDE CAP STONE

LENGTHS VARY

" SQUARE PICKETS

MORTARED STONE WALL.

WISSAHICKON SCHIST FACE

STONES. RUBBLE CORE.

EXISTING GRADE

V A

R I E

S

EXISTING FINISH GRADE

INTERIOR

EXISTING FINISH GRADE

EXTERIOR

PILLAR AND FENCE

HEIGHT VARIES

WITH SLOPE

PILLAR

21" CAP

20"WALL

WALL

20" CAP

20" WALL

WALL FOUNDATION

DEPTH UNKNOWN

" SQUARE MIDDLE

SUPPORT POST

6'6" TYP FENCE PANEL

4 PER SECTION

1" SQUARE SUPPORT POSTS

" SQUARE PICKETS. TOPS

ALTERNATE BETWEEN

STRAIGHT AND BENT

V A

R I E

S

ELEVATION SECTION

U N

K N

O W

N

22" WIDE CAP STONE

LENGTHS VARY

V A

R I E

S

V A

R I E

S

1" SUPPORT POST AND

" X

" BRACE ARE EMBEDDED IN

WALL SECURED WITH LEAD

(DEPTH OF EMBEDMENT NOT

VERIFIED, APPROX. 5")

MORTARED STONE WALL.

WISSAHICKON SCHIST FACE

STONES. RUBBLE CORE.

WALL FOUNDATION

DEPTH UNKNOWN

EXISTING FINISH GRADE

INTERIOR

EXISTING FINISH GRADE

EXTERIOR

22" CAP

21" WALL

EXISTING FINISH GRADE

ELEVATION SECTION

TOOLED MORTAR JOINT

4"

MATCH EXISTING

STAINLESS STEEL FLASHING

WITH DRIP EDGE

STONE CAP

MORTAR JOINT

STAINLESS STEEL FLASHING

WITH DRIP EDGE

FULL WIDTH OF STONE AT

EACH CAP JOINT

STONE CAP

MORTAR JOINT

MATCH EXISTING

WASH

NOTE: DETAIL APPLIES TO REPLACED/RESET CAPS ONLY

4"

FLASHING ENLARGEMENT

4" WIDE STAINLESS STEEL FLASHING

WITH "U" OR "V" SHAPED CHANNEL AND

DRIP EDGE, FULL WIDTH OF THE CAP

STONE, CENTERED ON CAP JOINT

VA FORM 08 - 6231

A

F i l e

P a t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-312

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE SECTIONS AND

DETAILS

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

SCALE:

WALL AND FENCE EXISTING CONDITIONS - STATION 0+00 TO 9+88

3/8" = 1'-0"

L-312

SCALE:

WALL AND FENCE EXISTING CONDITIONS - STATION 14+90 TO 24+96

3/8" = 1'-0"

L-312

SCALE:

WALL AND FENCE EXISTING CONDITIONS - STATION 24+96 TO 29+80

3/8" = 1'-0"

L-312

SCALE:

WALL AND FENCE EXISTING CONDITIONS - STATION 8+92 TO 14+90

3/8" = 1'-0"

L-312

SCALE:

STONE CAP JOINT AND FLASHING DETAIL

1" = 1'-0"

L-312

SECTION

EXISTING GRADE

INTERIOR

REFURBISH IRONWORK

REFER TO L-311

DECONSTRUCT WALL TO EXISTING GRADE

CLEAN, REMOVE AND REINSTALL

CAP STONE. REPAIR OR REPLACE

CAP STONE AS REQUIRED

DEPTH OF EXISTING

FOUNDATION UNKNOWN

REPAIR WITH SOD

FINISH GRADE - MATCH EXISTING

NOTES:

1. MOCK-UP AND MORTAR

TESTING REQUIRED

2. PROVIDE QUALIFICATIONS

FOR STONE MASON

3. WORK SHALL BE OBSERVED

BY A HISTORIC

PRESERVATION SPECIALIST

4. REHABILITATION WORK SHALL

MATCH EXISTING MORTAR

AND STONE MATERIALS AND

JOINT PROFILE

5. REFER TO L-311 FOR STONE

WORK REHABILITATION

REQUIREMENTS

6. IF SIDEWALK IS OBSTRUCTED

DURING CONSTRUCTION,

OBTAIN ANY REQUIRED

PERMITS

EXISTING GRADE (SIDEWALK)

EXTERIOR

21" CAP

20" WALL

DECONSTRUCT WALL AND REBUILD

TO ORIGINAL CONDITION USING

ORIGINAL STONE, MORTAR TYPE AND

JOINT PROFILE, TO ORIGINAL

PATTERN

REFER TO L-311

SAW CUT CONCRETE TO ALLOW STONE

WORK AND PROVIDE

" EXPANSION JOINT

SECTION

EXISTING GRADE

INTERIOR

EXISTING GRADE (SIDEWALK)

EXTERIOR

DEPTH OF EXISTING

FOUNDATION UNKNOWN

NOTES:

1. MOCK-UP AND MORTAR

TESTING REQUIRED

2. PROVIDE QUALIFICATIONS

FOR STONE MASON

3. WORK SHALL BE OBSERVED

BY A HISTORIC

PRESERVATION SPECIALIST

4. REHABILITATION WORK SHALL

MATCH EXISTING MORTAR

AND STONE MATERIALS AND

JOINT PROFILE

5. REFER TO L-311 FOR STONE

WORK REHABILITATION

REQUIREMENTS

6. IF SIDEWALK IS OBSTRUCTED

DURING CONSTRUCTION,

OBTAIN ANY REQUIRED

PERMITS

21" CAP

20" WALL

REFURBISH IRONWORK

REFER TO L-311

CLEAN, REMOVE AND REINSTALL

CAP STONE. REPAIR OR REPLACE

CAP STONE AS REQUIRED

DECONSTRUCT WALL AND REBUILD

TO ORIGINAL CONDITION USING

ORIGINAL STONE, MORTAR TYPE AND

JOINT PROFILE, TO ORIGINAL

PATTERN

REFER TO L-311

DECONSTRUCT WALL TO EXISTING GRADE

REPAIR WITH SOD

FINISH GRADE - MATCH EXISTING

SAW CUT CONCRETE TO ALLOW STONE

WORK AND PROVIDE

" EXPANSION JOINT

SECTION

WRAP DRAINAGE AGGREGATE

IN GEOTEXTILE FABRIC

REPAIR WITH SOD

TOPSOIL

DRAINAGE AGGREGATE

PENNDOT #57 STONE

REFURBISH IRONWORK

REFER TO L-311

DECONSTRUCT WALL TO 18"

BELOW EXISTING GRADE ON

LOW SIDE

GREY 3-1/2" SCH 80 PVC WEEPS

PLACED 10' O.C. RECESS

" FROM

FACE OF WALL. COVER EXPOSED

EDGE OF PIPE WITH MORTAR TO

MATCH JOINT

DEPTH OF EXISTING

FOUNDATION UNKNOWN

FINISH GRADE - MATCH EXISTING

CLEAN, REMOVE AND REINSTALL

CAP STONE. REPAIR OR REPLACE

CAP STONE AS REQUIRED

EXISTING GRADE

INTERIOR

EXISTING GRADE

EXTERIOR

NOTES:

1. MOCK-UP AND MORTAR

TESTING REQUIRED

2. PROVIDE QUALIFICATIONS

FOR STONE MASON

3. WORK SHALL BE OBSERVED

BY A HISTORIC

PRESERVATION SPECIALIST

4. REHABILITATION WORK SHALL

MATCH EXISTING MORTAR

AND STONE MATERIALS AND

JOINT PROFILE

5. REFER TO L-311 FOR STONE

WORK REHABILITATION

REQUIREMENTS

22" CAP

21" WALL

DECONSTRUCT WALL AND REBUILD TO

ORIGINAL CONDITION USING ORIGINAL

STONE, MORTAR TYPE AND JOINT

PROFILE, TO ORIGINAL PATTERN

REFER TO L-311

SECTION

EXISTING GRADE

INTERIOR

EXISTING GRADE

EXTERIOR

DECONSTRUCT WALL TO EXISTING GRADE

REPAIR WITH SOD

FINISH GRADE - MATCH EXISTING

DEPTH OF EXISTING

FOUNDATION UNKNOWN

22" CAP

21" WALL

NOTES:

1. MOCK-UP AND MORTAR

TESTING REQUIRED

2. PROVIDE QUALIFICATIONS

FOR STONE MASON

3. WORK SHALL BE OBSERVED

BY A HISTORIC

PRESERVATION SPECIALIST

4. REHABILITATION WORK SHALL

MATCH EXISTING MORTAR

AND STONE MATERIALS AND

JOINT PROFILE

5. REFER TO L-311 FOR STONE

WORK REHABILITATION

REQUIREMENTS

REPAIR WITH SOD

FINISH GRADE - MATCH EXISTING

REFURBISH IRONWORK

REFER TO L-311

CLEAN, REMOVE AND REINSTALL

CAP STONE. REPAIR OR REPLACE

CAP STONE AS REQUIRED

DECONSTRUCT WALL AND REBUILD

TO ORIGINAL CONDITION USING

ORIGINAL STONE, MORTAR TYPE AND

JOINT PROFILE, TO ORIGINAL

PATTERN

REFER TO L-311

SECTION

WRAP DRAINAGE AGGREGATE

IN GEOTEXTILE FABRIC

REPAIR WITH SOD

TOPSOIL

DRAINAGE AGGREGATE -

PENNDOT #57 STONE

REFURBISH IRONWORK

REFER TO L-311

GREY 3-1/2" SCH 80 PVC WEEPS

PLACED 10' O.C. RECESS

" FROM

FACE OF WALL. COVER EXPOSED

EDGE OF PIPE WITH MORTAR TO

MATCH JOINT

DEPTH OF EXISTING

FOUNDATION UNKNOWN

FINISH GRADE - MATCH EXISTING

EXISTING GRADE

EXTERIOR

FINAL GRADE

WHERE FOUNDATION

IS EXPOSED, PROVIDE

12" MIN DEPTH FILL

(6" MIN TOPSOIL)

H

V

M

X

DECONSTRUCT WALL TO 18"

BELOW EXISTING GRADE ON

LOW SIDE

NOTES:

1. MOCK-UP AND MORTAR

TESTING REQUIRED

2. PROVIDE QUALIFICATIONS

FOR STONE MASON

3. WORK SHALL BE OBSERVED

BY A HISTORIC

PRESERVATION SPECIALIST

4. REHABILITATION WORK SHALL

MATCH EXISTING MORTAR

AND STONE MATERIALS AND

JOINT PROFILE

5. REFER TO L-311 FOR STONE

WORK REHABILITATION

REQUIREMENTS

CLEAN, REMOVE AND REINSTALL

CAP STONE. REPAIR OR REPLACE

CAP STONE AS REQUIRED

EXISTING GRADE

INTERIOR

22" CAP

21" WALL

DECONSTRUCT WALL AND REBUILD

TO ORIGINAL CONDITION USING

ORIGINAL STONE, MORTAR TYPE AND

JOINT PROFILE, TO ORIGINAL

PATTERN

REFER TO L-311

SECTION

EXISTING GRADE

INTERIOR

EXISTING GRADE

(PRIVATE PROPERTY)

EXTERIOR

DECONSTRUCT WALL TO EXISTING GRADE

REPAIR WITH SOD

FINISH GRADE - MATCH EXISTING

DEPTH OF EXISTING

FOUNDATION UNKNOWN

NOTES:

1. MOCK-UP AND MORTAR

TESTING REQUIRED

2. PROVIDE QUALIFICATIONS

FOR STONE MASON

3. WORK SHALL BE OBSERVED

BY A HISTORIC

PRESERVATION SPECIALIST

4. REHABILITATION WORK SHALL

MATCH EXISTING MORTAR

AND STONE MATERIALS AND

JOINT PROFILE

5. REFER TO L-311 FOR STONE

WORK REHABILITATION

REQUIREMENTS

22" CAP

21" WALL

REFURBISH IRONWORK

REFER TO L-311

CLEAN, REMOVE AND REINSTALL

CAP STONE. REPAIR OR REPLACE

CAP STONE AS REQUIRED

DECONSTRUCT WALL AND REBUILD

TO ORIGINAL CONDITION USING

ORIGINAL STONE, MORTAR TYPE AND

JOINT PROFILE, TO ORIGINAL

PATTERN

REFER TO L-311

CUT EMBEDDED IRON WORK FLUSH WITH CAP STONE. CORE

DRILL REMAINDER AND REMOVE EXISTING LEAD SETTING.

REPAIR IN SHOP.

SECTION

DISCONNECT FENCE SECTIONS USING EXISTING MECHANICAL

FASTENERS. REFURBISH EMBEDDED WALL ATTACHMENT

POINTS IN PLACE WHERE APPLICABLE.

CLEAN ALL FACE STONE. REPAIR OR REPLACE DAMAGED OR

MISSING STONES. REPOINT DAMAGED JOINTS.

V A

R I E

S

V A

R I E

S

NOTES:

1. MOCK-UP AND MORTAR

TESTING REQUIRED

2. PROVIDE QUALIFICATIONS

FOR STONE MASON

3. WORK SHALL BE OBSERVED

BY A HISTORIC

PRESERVATION SPECIALIST

4. REHABILITATION WORK SHALL

MATCH EXISTING MORTAR

AND STONE MATERIALS AND

JOINT PROFILE

5. REFER TO L-311 FOR STONE

WORK REHABILITATION

REQUIREMENTS

REFURBISH IRONWORK.

REFER TO L-311

CLEAN AND REPAIR OR REPLACE CAP STONE AS REQUIRED.

CLEAN AND REPAIR OR REPLACE CAP STONE AS REQUIRED.

CLEAN ALL FACE STONE. REPAIR OR REPLACE DAMAGED OR

MISSING STONES. REPOINT DAMAGED JOINTS.

EXISTING GRADE

INTERIOR

EXISTING GRADE

EXTERIOR

VA FORM 08 - 6231

A

F i l e

P a t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-313

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

WALL AND FENCE SECTIONS AND

DETAILS

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

SCALE:

WALL REBUILD DETAIL STATION 7+52 TO 7+58

1/2" = 1'-0"

L-313

SCALE:

WALL REBUILD DETAIL STATION 8+23 TO 8+33

1/2" = 1'-0"

L-313

SCALE:

WALL REBUILD DETAIL STATION 17+69 TO 17+79

1/2" = 1'-0"

L-313

SCALE:

WALL REBUILD DETAIL STATION 21+51 TO 21+71

1/2" = 1'-0"

L-313 SCALE:

WALL REBUILD DETAIL STATION 23+94 TO 24+95

1/2" = 1'-0"

L-313

SCALE:

WALL REBUILD DETAIL STATION 9+80 TO 10+05

1/2" = 1'-0"

L-313

SCALE:

WALL AND FENCE REPAIR DETAIL

1/2" = 1'-0"

L-313

(8 TOTAL)

REFER TO NOTES ON THIS SHEET AND L-311 FOR REHABILITATION REQUIREMENTS

(12 POINTS)

METAL PLAQUE REPLACE DAMAGED OR MISSING

MOUNTING HARDWARE AS NEEDED (TYP)

IRON FENCE TO GATE PILLAR DETAIL

L-314

GATE TO STONE ATTACHMENT

L-314

CAST IRON MEDALLIONS

PROVIDE UP TO 60 MEDALLIONS

TO REPLACE EXISTING DAMAGED

OR MISSING MEDALLIONS

REPOINT CURVED GRANITE SILL (TYP)

GRANITE CAP (TYP)

GRANITE CAP (TYP)

CURVED GRANITE SILL

WISSIHICKEN SCHIST

FACE STONE (TYP)

GRANITE BASE (TYP)

METAL PLAQUE (TYP)

CARVED STONE PANEL (TYP)

GATE PIVOT POINT REPLACEMENT

(TYP. BOTH SIDES)

L-314

GATE PIVOT CONCRETE REPLACEMENT

(TYP. BOTH SIDES)

L-314

EXISTING PEDESTRIAN

GATE

EXISTING CURB TO REMAIN

LAWN

LAWN

LAWN

LAWN

LAWN

L

I

M

E

K

I

L

N

I

K

E

H

A

I

N

E

S

T

R

E

E

T

PAVEMENT TRANSITION

OVERLAY TO FULL

DEPTH

M

L-403

A-A

L-402

G-G

L-403

FULL DEPTH BITUMINOUS

PAVING

E

L-402

E-E

L-403

EXISTING

CATCH BASINS

TO REMAIN

EXISTING MAIN GATE

(SHOWN IN OPEN

POSITION)

REPLACE GRANITE

GATE STOP TO

MATCH ORIGINAL

EXISTING GRANITE

GATE STOP

EXISTING STONE CURB

TO REMAIN

EXISTING CONCRETE

CURB TO REMAIN

EXISTING GRANITE GATE

STOP TO REMAIN

EXISTING GRANITE

GATE STOP

EXPANSION JOINT (TYP)

ROLL CURB TRANSITION TO

STANDARD CURB

ROLL CURB

F-F

L-403

CURB TO FLUSH TRANSITION (TYP.)

L

L-403

CURB TO FLUSH TRANSITION (TYP.)

L

L-403

REFER TO

PLANTING PLAN

REFER TO

PLANTING PLAN

R

O

D

C

T

I O

A

R

O

D

C

T

I O

E

ROAD SECTION E-E

ROAD SECTION FF

ROAD SECTION F-F

ROAD SECTION G-G

LAWN

REMOVE EXISTING CONCRETE SIDEWALK.

PROVIDE NEW 4" THICK CONCRETE SIDEWALK

TO MATCH EXISTING (TYP. BOTH SIDES)

GATE PIVOT CONCRETE

REPLACEMENT

(TYP. BOTH SIDES)

L-314

GATE PIVOT POINT

REPLACEMENT

(TYP. BOTH SIDES)

L-314

IRON FENCE

FLAT HEAD SCREW

FLUSH AT TOP AND BOTTOM

EMBEDDED ANCHOR

-DEPTH UNKNOWN

STONE PILLAR

SECTION

NOTE:

DISCONNECT FENCE USING MECHANICAL

FASTENERS AND REFURBISH IN SHOP.

REFURBISH EXPOSED PORTIONS OF

EMBEDDED ANCHORS IN PLACE.

STONE PILLAR

EMBEDDED ANCHOR

BEARING

SQUARE HEAD BOLT

AND NUT

IRON BRACKET

GATE POST

STONE PILLAR

EMBEDDED ANCHOR

-DEPTH UNKNOWN

BEARING

SQUARE HEAD BOLT

AND NUT (2 PER BRACKET)

IRON BRACKET

USE MECHANICAL FASTENERS

TO REMOVE BRACKET

GATE POST

PLAN

SECTION

NOTE:

DISCONNECT GATE USING MECHANICAL

FASTENERS AND REFURBISH IN SHOP.

REFURBISH EXPOSED PORTIONS OF

EMBEDDED ANCHORS IN PLACE.

REPLACE BEARING AND HARDWARE WITH

IDENTICAL.

SECTION

STONE PILLAR

EMBEDDED BASE

PLATE

NOTE:

REPLACE WITH PIVOTING

SYSTEM TO MATCH ORIGINAL.

MOST LIKELY SCENARIO SHOWN.

GATE POST

WEAR PLATE

PIVOT POST

BUSHING

CONCRETE

EXISTING GRADE

EXISTING GRADE

EXISTING GATE PILLAR

FOUNDATION

GATE PILLAR GRANITE BASE

CONCRETE CURB AND GATE

SUPPORT SLAB

16" +/-

D E

P T

H

U

N K

N O

W N

A S

S U

M

GATE PILLAR

#5 EPOXY COATED REBAR

PLACED 2' O.C. HORIZONTALLY

6"

GATE PIVOT POINT

REPLACEMENT

L-314

6"

SECTION

VA FORM 08 - 6231

A

F i l e

P a t h

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:

P

E

N

N

S

Y L

V

A

N

I

A

R

E

G I

S

T

E

R

E

D

L

A

N

D S C

A

P

E

A

R

C

H

I T

E C

T

REGISTRATION

R

OG

G

E

N

K

A

M

P

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

L-314

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

GATE AREA PLAN, ELEVATION,

SECTION, DETAILS

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

SCALE:

MAIN GATE ELEVATIONS - OUTSIDE

3/16" = 1'-0"

L-314

SCALE:

MAIN GATE PLAN

3/16" = 1'-0"

L-314

1. REFER TO SHEET L-311 FOR DETAILED REHABILITATION REQUIREMENTS.

2. REMOVE, REPAIR, REFURBISH, AND REINSTALL GATES, FENCING, AND

HARDWARE.

3. CLEAN ALL STONE. REMOVE PAINT FROM APPROX. 10 SF OF GRANITE.

4. REPOINT JOINTS BETWEEN GRANITE SILL SECTIONS WITH PORTLAND

CEMENT MORTAR, TYPE N.

5. REPLACE ONE GRANITE GATE STOP BUMPER WITH MATCHING STONE.

6. REMOVE AND REPLACE EMBEDDED BALL BEARING PIVOT AND PLATES

AT GATES IN NEW CONCRETE SUPPORTS.

7. REPLACE MISSING HARDWARE ON BRONZE PLAQUES WITH NEW

HARDWARE TO MATCH THE ORIGINAL.

GATE AREA REHABILITATION

SCALE:

IRON FENCE TO GATE PILLAR DETAIL

1 1/2" = 1'-0"

L-314

SCALE:

GATE TO STONE ATTACHMENT

1 1/2" = 1'-0"

L-314

SCALE:

GATE PIVOT CONCRETE REPLACEMENT

1/2" = 1'-0"

L-314

SCALE:

GATE PIVOT POINT REPLACEMENT

3" = 1'-0"

L-314