36C78619B0020-0001004.pdf
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- 819IC3006 - IFB Renovate Site & Repair/Restore Historic Structures Philadelphia National Cemetery
- Solicitation number
- 36C78619B0020
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36C78619B0020 0001 819CM3006 Philadelphia Bid Set Book-04.pdf
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1.5" (SP 9.5 mm) WEARING COURSE
FIBERGLASS GRID
2.5" (SP 19 mm) LEVELING COURSE
6"
[1 m m
4m m
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
EXISTING CONCRETE
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT (APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-402
A
13' - 18' [3962mm - 5486mm]
EXISTING 8" VCP STORM PIPE
(TO BE ABANDONED)
PROVIDE TACK COAT
ON EXISTING
CONCRETE PRIOR TO
ADDING LEVELING
COURSE
EXISTING TACK COAT
EXISTING 2" BITUMINOUS PAVEMENT
TYPICAL EXISTING ROAD DETAIL
SCALE: NTS (ALL ROAD SECTIONS EXCEPT SECTION D-D)
EXISTING CONCRETE GUTTER
EXISTING CONCRETE
EXISTING GRADE
EXISTING EDGE OF PAVED
ACCESS ROAD
EXISTING TACK COAT
EXISTING 2" BITUMINOUS PAVEMENT
TYPICAL EXISTING ROAD DETAIL
SCALE: NTS (SECTION D-D)
EXISTING CONCRETE
EXISTING GRADE
EXISTING EDGE OF PAVED
ACCESS ROAD
6"
[1 m m
4m m
EXISTING GRADE
PROPOSED GRADE
EXISTING CONCRETE
TYPICAL NEW ROAD SECTION
SCALE: NTSL-402
A-A
13' - 18' [3962mm - 5486mm]
PROPOSED ROAD COURSE
EXISTING 8" VCP STORM PIPE
(TO BE ABANDONED)
TYPICAL NEW ROAD SECTION
SCALE: NTSL-402
B-B
13' - 18' [3962mm - 5486mm]
EXISTING CONCRETE
EXISTING GRADE
PROPOSED GRADE
EXISTING EDGE OF PAVED
ACCESS ROAD
EXISTING EDGE OF PAVED
ACCESS ROAD PROPOSED ROAD COURSE
REMOVE AND REPLACE
EXISTING WITH
PROPOSED CURB
EXISTING 8" VCP STORM PIPE
(TO BE REPLACED)
6"
[1 m m
4m m
TYPICAL NEW ROAD SECTION
SCALE: NTSL-402
D-D
13' - 18' [3962mm - 5486mm]
EXISTING GRADE
PROPOSED GRADE
EXISTING CONCRETE
PROPOSED ROAD COURSE
1.5" (SP 9.5 mm) WEARING COURSE
FIBERGLASS GRID
2.5" (SP 19 mm) LEVELING COURSE
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
EXISTING CONCRETE
8" [2 m m
24" [609mm]
EXISTING EDGE OF PAVED
ACCESS ROADSAWCUT EXISTING CONCRETE
PROPOSED PENNDOT 2B
13' - 18' [3962mm - 5486mm]
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-402
B
EXISTING 8" VCP STORM PIPE
(TO BE REPLACED)
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT (APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
REMOVE AND REPLACE
EXISTING WITH
PROPOSED CURB
24" [609mm]
6.
5"
[1 m m
PROVIDE TACK COAT
ON EXISTING
CONCRETE PRIOR TO
ADDING LEVELING
COURSE
1.5" (SP 9.5 mm) WEARING COURSE
FIBERGLASS GRID
2.5" (SP 19 mm) LEVELING COURSE
6"
[1 m m
4m m
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
EXISTING CONCRETE
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-402
D
13' - 18' [3962mm - 5486mm]
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT (APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
PROVIDE TACK COAT
ON EXISTING
CONCRETE PRIOR TO
ADDING LEVELING
COURSE
1.5" (SP 9.5 mm) WEARING COURSE
FIBERGLASS GRID
2.5" (SP 19 mm) LEVELING COURSE
EXISTING CONCRETE DRIVEWAY
EXISTING CONCRETE
24" [609mm]
BACK OF EXISTING CURB
SAWCUT EXISTING CONCRETE
DRIVEWAY
13' - 18' [3962mm - 5486mm]
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-402
C
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT (APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. EPOXY FOR SECURING EPOXY COATED REBAR IN EXISTING CONCRETE: COMPRESSIVE
YIELD STRENGTH (ASTM D-695) COMPRESSIVE MODULUS (ASTM D 695 7 DAYS) PULLOUT
STRENGTH ASTM E 488 (24 HOURS).
5. ALL CUT ENDS OF EPOXY COATED REBAR SHALL BE PAINTED PRIOR TO INSTALLATION (SEE
SPEC SECTION 09 91 00).
6. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.
7. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
24" [609mm] ADJUST WEARING COURSE TO
MATCH EXISTING CONCRETE
DRIVEWAY
PROPOSED 10" CONCRETE
BASE
PROPOSED 4" BASE COURSE
PENNDOT 2A
12" LONG #5 EPOXY COATED
REBAR 4' ON CENTER. DRILL
6" DEEP HOLE IN EXISTING
CONCRETE AND EPOXY
REBAR IN PLACE. POUR NEW
CONCRETE AS SHOWN.
6" [152mm]
PROVIDE TACK COAT ON
EXISTING CONCRETE PRIOR
TO ADDING LEVELING COURSE
EXISTING STONE
TYPICAL NEW ROAD SECTION
SCALE: NTSL-402
C-C
13' - 18' [3962mm - 5486mm]
EXISTING CONCRETE
SAWCUT
EXISTING EDGE OF PAVED
ACCESS ROAD
PROPOSED CONCRETE
PROPOSED ROAD COURSE
EXISTING EDGE OF PAVED
ACCESS ROAD EXISTING CONCRETE
DRIVEWAY
PROPOSED BASE
NOTE: MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
8" [2 m m
EXISTING EDGE OF PAVED
ACCESS ROAD
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-402
E
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT (APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
REMOVE AND REPLACE
EXISTING WITH
PROPOSED CURB
24" [609mm]
24" [609mm]
13' - 18' [3962mm - 5486mm]
EXISTING 8" VCP STORM PIPE
(TO BE ABANDONED IN PLACE)
1.5" (SP 9.5 mm) WEARING COURSE
2.5" (SP 19 mm) LEVELING COURSE
10" GRAVEL BASE COURSE
PENNDOT 2A
[2 m m
MAINTAIN PROPOSED TOP OF PAVEMENT
WITH EXISTING TOP OF PAVEMENT
TYPICAL NEW ROAD SECTION
SCALE: NTSL-402
E-E
13' - 18' [3962mm - 5486mm]
10" GRAVEL BASE COURSE
PENNDOT 2A
EXISTING GRADE
PROPOSED GRADE
EXISTING EDGE OF PAVED
ACCESS ROAD
REMOVE AND REPLACE
EXISTING WITH
PROPOSED CURB
EXISTING EDGE OF PAVED
ACCESS ROAD
MATCH EXISTING TOP OF PAVEMENT
ELEVATION FOR THIS SECTION
EXISTING 8" VCP STORM PIPE
(TO BE ABANDONED IN
PLACE)
L-402
ROADWAY DETAILS
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
C.T.D. T.B.D.
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure
STAMP Office of Construction and Facilities Management
819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362 -
BID SET
May 16, 2019
TYPICAL NEW ROAD SECTION
SCALE: NTSL-403
F-F
13' - 18' [3962mm - 5486mm]
10" GRAVEL BASE COURSE
PENNDOT 2A
EXISTING GRADE
PROPOSED GRADE
EXISTING EDGE OF PAVED
ACCESS ROAD
EXISTING BASIN TO
REMAIN, CLEAN DEBRIS
FROM BASIN AND PIPES
EXISTING EDGE OF PAVED
ACCESS ROAD
MATCH EXISTING TOP OF PAVEMENT
ELEVATION FOR THIS SECTION
1.5" (SP 9.5 mm) WEARING COURSE
2.5" (SP 19 mm) LEVELING COURSE
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
10" GRAVEL BASE COURSE
PENNDOT 2A
[2 m m
EXISTING EDGE OF PAVED
ACCESS ROAD
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-403
F
MAINTAIN PROPOSED TOP OF PAVEMENT
WITH EXISTING TOP OF PAVEMENT
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT T(APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. CONTACT PHILADELPHIA ROADS DEPARTMENT AND OBTAIN PERMITS AS REQUIRED (PRIOR
TO COMMENCING WORK AT THE ENTRANCE).
5. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
EXISTING BASIN TO
REMAIN, CLEAN DEBRIS
FROM BASIN
24" [609mm]
13' - 18' [3962mm - 5486mm]
TYPICAL NEW ROAD SECTION
SCALE: NTSL-403
G-G
13' - 18' [3962mm - 5486mm]
10" GRAVEL BASE COURSE
PENNDOT 2A
EXISTING GRADE
PROPOSED GRADE
EXISTING EDGE OF PAVED
ACCESS ROAD
EXISTING GRANITE CURB
(DO NOT DISTURB)
EXISTING EDGE OF PAVED
ACCESS ROAD
MATCH EXISTING TOP OF PAVEMENT
ELEVATION FOR THIS SECTION
1.5" (SP 9.5 mm) WEARING COURSE
2.5" (SP 19 mm) LEVELING COURSE
10" GRAVEL BASE COURSE
PENNDOT 2A
[2 m m
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-403
G
MAINTAIN PROPOSED TOP OF PAVEMENT
WITH EXISTING TOP OF PAVEMENT
EXISTING GRANITE CURB
(DO NOT DISTURB)
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
TYP.
EXISTING EDGE OF PAVED
ACCESS ROAD
EXISTING GRANITE
CURB FOUNDATION
NOTE:
1. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
TYPICAL NEW ROAD SECTION
SCALE: NTSL-403
H-H
13' - 18' [3962mm - 5486mm]
10" GRAVEL BASE COURSE
PENNDOT 2A
EXISTING GRADE
PROPOSED GRADE
EXISTING EDGE OF PAVED
ACCESS ROAD
REMOVE AND REPLACE
EXISTING WITH
PROPOSED CURB
EXISTING EDGE OF PAVED
ACCESS ROAD
EXISTING 8" VCP STORM PIPE
(TO BE REPLACED)
PROPOSED ROAD COURSE
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
8" [2 m m
24" [609mm]
EXISTING EDGE OF PAVED
ACCESS ROAD
PROPOSED PENNDOT 2B
13' - 18' [3962mm - 5486mm]
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-403
H
EXISTING 8" VCP STORM PIPE
(TO BE REPLACED)
NOTE:
1. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
REMOVE AND REPLACE
EXISTING WITH
PROPOSED CURB
24" [609mm]
6.
5"
[1 m m
1.5" (SP 9.5 mm) WEARING COURSE
2.5" (SP 19 mm) LEVELING COURSE
10" GRAVEL BASE COURSE
PENNDOT 2A
[2 m m
MAINTAIN PROPOSED TOP OF PAVEMENT
WITH EXISTING TOP OF PAVEMENT
1.5" (SP 9.5 mm) WEARING COURSE
FIBERGLASS GRID
2.5" (SP 19 mm) LEVELING COURSE
6"
[1 m m
4m m
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
EXISTING CONCRETE
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-402
J
13' - 18' [3962mm - 5486mm]
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT (APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
PROVIDE TACK COAT
ON EXISTING
CONCRETE PRIOR TO
ADDING LEVELING
COURSE
TYPICAL NEW ROAD SECTION
SCALE: NTSL-403
J-J
6"
[1 m m
4m m
13' - 18' [3962mm - 5486mm]
EXISTING GRADE
PROPOSED GRADE
EXISTING CONCRETE
PROPOSED ROAD COURSE
TYPICAL NEW ROAD SECTION
SCALE: NTSL-403
K-K
6"
[1 m m
4m m
13' - 18' [3962mm - 5486mm]
EXISTING GRADE
PROPOSED GRADE
EXISTING CONCRETE
PROPOSED ROAD COURSE
TYPICAL NEW ROAD DETAIL
SCALE: NTSL-403
K
1.5" (SP 9.5 mm) WEARING COURSE
FIBERGLASS GRID
2.5" (SP 19 mm) LEVELING COURSE
6"
[1 m m
4m m
EXISTING GRADE
PROPOSED TOPSOIL AND SOD
(BLEND INTO EXISTING 3:1 OR LESS)
EXISTING CONCRETE
13' - 18' [3962mm - 5486mm]
NOTE:
1. REMOVE EXISTING BITUMINOUS PAVEMENT (APPROXIMATELY 2" TO 4" IN DEPTH).
2. CLEAN CRACKS (SECTION 32-12-16), PATCH AS SPECIFIED.
3. CRACK REPAIR MAT TO BE APPLIED AS SPECIFIED.
4. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
PROVIDE TACK COAT
ON EXISTING
CONCRETE PRIOR TO
ADDING LEVELING
COURSE
TYPICAL CURB TRANSITION DETAIL (PLAN)
SCALE: NTSL-403
L
FULL DEPTH VALLEY GUTTER
TRANSITION 1.5" DEEP VALLEY GUTTER
OVER 6" IN LENGTH
EDGE FLUSH WITH PROPOSED PAVING
EDGE OF PAVED ACCESS ROAD
ASPHALT PAVING
CONCRETE CURB
EXISTING CONCRETE
TYPICAL PAVEMENT TRANSITION OVERLAY TO FULL DEPTH
SCALE: NTSL-403
M
1.5" (SP 9.5 mm) WEARING COURSE
2.5" (SP 19 mm) LEVELING COURSE
10" GRAVEL BASE COURSE
PENNDOT 2A
MAINTAIN PROPOSED TOP OF PAVEMENT
WITH EXISTING TOP OF PAVEMENT
1.5" (SP 9.5 mm) WEARING COURSE
FIBERGLASS GRID
2.5" (SP 19 mm) LEVELING COURSE
OVERLAP FIBERGLASS GRID 12"
ROTOMILL AND OVERLAY FULL DEPTH PAVING
SAWCUT EXISTING CONCRETE
PROVIDE TACK COAT
ON EXISTING
CONCRETE PRIOR TO
ADDING LEVELING
COURSE
NOTE:
1. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING PLAN (L-202).
L-403
ROADWAY DETAILS
VA FORM 08 - 6231
A
F i t h
P
M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
C.T.D. T.B.D.
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure
STAMP Office of Construction and Facilities Management
819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362 -
BID SET
May 16, 2019
GENERAL CURBING NOTES:
1. AT MAIN ENTRANCE, TRANSITION ROLLED CURB TO UPRIGHT CURB ACHIEVING
POSITIVE DRAINAGE.
2.CURBING CONTRACTION JOINTS:
3.PLACE POLYURATHANE-BONDED RECYCLED RUBBER (TYPE IV) EXPANSION
JOINTS (FULL DEPTH OF CURB), 1
2 INCH WIDE:
A. AT 30' INTERVALS (FULL DEPTH OF CURB)
B. THE BEGINNING AND ENDING OF RADII
C. BOTH SIDES OF ALL STRUCTURES OR OBSTRUCTIONS
4.CONSTRUCT CONTRACTION JOINT BY TOOL OR SAWCUT AT 10 FOOT INTERVALS
WHEN CONCRETE HAS SUFFICIENTLY SET ( 1
4" WIDTH, 14 OF FULL DEPTH).
MATCH EXISTING CURB TOP ELEVATION
(ADJUST DIMENSIONS AS REQUIRED)
MATCH EXISTING CURB TOP ELEVATION
(ADJUST DIMENSIONS AS REQUIRED)
NOTE:
1. EXCEPT AT MAIN ENTRANCE, DEPRESS END OF CURB RUNS NOT
PART OF AN ISLAND OR MEDIAN FLUSH WITH PAVEMENT AREA AND
SLOPE 1.5" DEEP OVER 6" IN LENGTH (SEE DETAIL ABOVE).
2. CONTRACTOR SHALL MATCH GRADES ON THE PROPOSED GRADING
PLAN (L-202).
8"
1 12"
1 2"
R
3 4"
R
1 1 2 " R
24"
UPRIGHT CURB
ROLLED CURB CONCAVE CURB
6 1 2"
F
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967.23'
S E
N59°24'29"E
1002.62'
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STONE AREA
(TYP)
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S57°25'58"W
.0
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N57°25'58"E
55.12'
N59°24'29"E
55.03'
E. HAINES ST
50' WIDE R.O.W.
E. HAINES ST
50' WIDE R.O.W.
L I M
E K
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L I M
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ANDREWS AVE
60' WIDE R.O.W.
ANDREWS AVE
60' WIDE R.O.W.
W O
O L S
T O
N
A
V E
TWO 12"
VCP PIPES
R O
D N
W
I D
E
R
O
W
R O
D N
W
I D
E
R
O
W
REMOVE EXISTING
FRAMES AND GRATES,
ABANDON EXISTING
CATCH BASINS WITH
FLOWABLE FILL
ABANDON EXISTING VCP
PIPE IN PLACE
REMOVE EXISTING
FRAMES AND GRATES,
ABANDON EXISTING
CATCH BASINS WITH
FLOWABLE FILL
ABANDON EXISTING CATCH
BASINS WITH FLOWABLE
FILL
REMOVE EXISTING FRAME
AND GRATE, ABANDON
EXISTING CATCH BASINS
WITH FLOWABLE FILL
ABANDON EXISTING VCP
PIPE IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING VCP
PIPE IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING
STORM DRAIN
IN PLACE
ABANDON EXISTING 8" VCP PIPE
WITH FLOWABLE FILL
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN
WITH FLOWABLE FILL
ABANDON EXISTING VCP
PIPE IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING
VCP PIPE IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING 6" VCP PIPE
IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING 6" VCP
PIPE
IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING 6"
VCP PIPE IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING 6"
VCP PIPE
IN PLACE
ABANDON 8" VCP PIPE
WITH FLOWABLE FILL
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON 6" VCP
PIPE IN PLACE
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
BEGIN REMOVING EXISTING
8" VCP PIPE
REMOVE EXISTING 8"
DIAMETER VCP PIPE
CB-1
CB-2
CB-3
CB-4
CB-5
CB-6
EXCB-1
EXCB-2 EXCB-3 EXCB-4
CB-7
CB-8
ABANDON EXISTING
SANITARY SEWER
MANHOLES (SEE DETAIL
SHEET L-503)
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
REMOVE EXISTING
FRAME AND GRATE,
ABANDON EXISTING
CATCH BASIN WITH
FLOWABLE FILL
ABANDON EXISTING 8"
VCP PIPE WITH
FLOWABLE FILL
ABANDON EXISTING 8"
VCP PIPE WITH
FLOWABLE FILL
EXISTING CATCH BASINS
TO BE REMOVED
REMOVE EXISTING
CATCH BASIN
REMOVE EXISTING 8" VCP
PIPE
REMOVE EXISTING 8" VCP
PIPE
EXISTING STORM DRAIN
MANHOLE TO BE REMOVED
END REMOVE EXISTING 8"
DIAMETER VCP PIPE
ABANDON EXISTING 6" VCP PIPE
WITH FLOWABLE FILL.
268269
276 27 7 278
262 26
3 26
265 27
266 267
REMOVE EXISTING CATCH
BASINS
REMOVE EXISTING DIP
STORM PIPE
REMOVE EXISTING CATCH
BASIN
ABANDON EXISTING
CATCH BASINS
WITH FLOWABLE FILL
BEGIN ABANDON
EXISTING VCP PIPE IN
PLACE
END ABANDON EXISTING
VCP PIPE IN PLACE
ABANDON EXISTING
6" VCP PIPE
IN PLACE
L-500
DEMOLITION SITE UTILITIES PLAN
VA FORM 08 - 6231
A
F i t h
P
M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
C.T.D. T.B.D.
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure
STAMP Office of Construction and Facilities Management
819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362 -
BID SET
May 16, 2019
LEGEND
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
PAVEMENTMAJOR CONTOUR
MINOR CONTOUR
EXISTING PROPOSED
WATERLINE / HYDRANT
SANITARY SEWER / MANHOLE
STORMWATER / CATCH BASIN
ELECTRIC SERVICE
GAS SERVICE
CURB
CURB
WALL
GRAVE STONES
E
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B
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B
W
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6" PIPE
" PIPE
" PIPE
P
E
6" PIPE
" TC
PIPE
6" TC
PIP
E
6" TC PIPE
T
C P
IP
E
6" TCPIPE
T C
P
IP
E
8" T
C P
IP
E
6" TCPIPE
P
E
6" TCPIPE
P
E
6" TCPIPE
6"
TC
PIP
E
12" DI
PIPE
8" TCPIPE
8" TCPIPE
I
P
E
6" TCPIPE
8" TCPIPE
8" T C
PIP
E
6" TCPIPE
6" TCPIPE
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S57°25'58"W
N W
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BUILDING
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967.23'
S E
N59°24'29"E
1002.62'
D
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FLAT GRAVE
STONE AREA
(TYP)
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CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
S57°25'58"W
.0
M
A
C
A
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A
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M A
C A
D A
M
M A
C A
D A
M
M
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S
N57°25'58"E
55.12'
N59°24'29"E
55.03'
E. HAINES ST
50' WIDE R.O.W.
E. HAINES ST
50' WIDE R.O.W.
L I M
E K
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W
I D
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L I M
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ANDREWS AVE
60' WIDE R.O.W.
ANDREWS AVE
60' WIDE R.O.W.
W O
O
LS
TO
N A
V E
TWO 12"
VCP PIPES
R O
D N
EY S
T ' W
ID
E R
.O .W
R O
D N
EY S
T ' W
ID
E R
.O .W
CB-1
(HOLD TOP AT EXISTING GRADE)
CB-2
CB-3
CB-4
CB-5
CB-6
EXCB-1
EXCB-2 EXCB-3 EXCB-4
CB-7
CB-8
268269
276 27 7 278
262 26
3 26
257 258 25
265 27
266 267
EXISTING WATER
SERVICE (NOT IN USE)
EXISTING 2" WATERLINE
EXISTING 4" SEWER LINE
EXISTING
ELECTRIC CABLE
EXISTING GAS LINE
EXISTING ELECTRIC CABLE
PROPOSED 2" HDPE DR11
WATER SERVICE.
MINIMUM COVER 4'-0".
(TYP.)
EXISTING WATER METER PIT AND
METER TO REMAIN, INSTALL BACK
FLOW PREVENTER (WATTS MODEL
U719QT (OR APPROVED EQUAL) 3
4"
DOUBLE CHECK VALVE ASSEMBLY,
WRAPPED IN INSULATION. INSTALL
INSIDE OF EXISTING METER PIT.
(SEE DETAIL SHEET L-501).
END OPEN TRENCH INSTALLATION
OF WATER SERVICE,
DIRECTIONAL DRILL TO
MAINTENANCE BUILDING
BEGIN OPEN TRENCH
INSTALLATION OF
WATER SERVICE (TIE
INTO EXISTING
WATER SERVICE)
CUT AND CAP EXISTING
WATER SERVICE OUTSIDE
EXISTING WATER METER PIT
EXISTING STORM PIPE TO BE
CLEANED
CLEAN EXISTING CATCH BASIN
AND STORM PIPES (TO THE
BASINS ADJACENT TO THE
PROPERTY LINES - EXISTING
PIPE ALIGNMENT UNKNOWN DUE
TO CLOGGED BASINS). PLUG
EXISTING PIPE IN THE WEST
WALL WITH FLOWABLE FILL
EXISTING 12" DIA VCP STORM DRAIN
PIPE IS FULL OF TREE ROOTS. PIPE
ALIGNMENT AND LENGTH PAST THIS
POINT IS UNKNOWN. CONTRACTOR
TO PROVIDE ROOT REMOVAL AND
CCTV PIPES TO P.A.C.P. STANDARDS
(TO THE EXISTING STORM BASIN ON
E. HAINES STREET) .
EXISTING STORMDRAIN
PIPE PIPES, MANHOLES, AND CATCH
BASINS ARE FULL OF DEBRIS,
CONTRACTOR TO REMOVE DEBRIS
AND CCTV TO P.A.C.P.
STANDARDS.EXISTING PIPES AND
STRUCTURES TO REMAIN.
EXISTING STORMDRAIN CATCH
BASIN IS FULL OF DEBRIS.
CONTACT CITY (PWD) TO REMOVE
DEBRIS.
REPLACE EXISTING VCP PIPE
USING 2' LONG 8" DIA. VCP
PIPE TO MAINTAIN
ALIGNMENT ALONG CURVE.
MAXIMUM PIPE JOINT
DEFLECTION ANGLE 2.4°
REPLACE EXISTING PIPE
USING 4' LONG 8" DIA. VCP
PIPE TO MAINTAIN
ALIGNMENT ALONG CURVE.
MAXIMUM PIPE JOINT
DEFLECTION ANGLE 2.4°
PROPOSED CATCH BASIN
STANDARD BOX, TYPE-A TOP UNIT
(TYP.) (SEE DETAIL SHEET
L-501).TIE INTO EXISTING
STORMDRAIN PIPE
CURB STOP WITH
VALVEBOX
TRANSITION AND TIE
IN PROPOSED 2" HDPE
TO EXISTING WATER
SERVICE.
EXISTING WATER SERVICE
(NOT IN USE)
PROPOSED 2" HDPE DR 11
WATER SERVICE. MINIMUM
COVER 4'-0". BACKFILL AND
STABILIZE WITH TOPSOIL
AND SOD AT THE END OF
EACH SHIFT.
REPLACE EXISTING 8" VCP
PIPE IN KIND
INSTALL STORM BASIN, USE
NEENAH R-3381 CONCAVE
SINGLE INLET FRAME AND
GRATE OR EQUAL
REPLACE EXISTING STORM
BASIN, USE NEENAH R-3381
CONCAVE SINGLE INLET
FRAME AND GRATE OR
EQUAL
REPLACE EXISTING STORM
BASIN, USE PENNDOT 24" X
45" INLET BOX WITH TYPE M
INLET TOP (OR EQUAL) TIE
INTO EXISTING STORM PIPES
REPLACE EXISTING STORM
BASIN, USE TWO NEENAH
R-3381 CONCAVE INLET
FRAMES AND GRATES OR
EQUAL (SEE DETAIL SHEET
L-503)
REPLACE EXISTING STORM
BASIN, USE NEENAH R-3381
CONCAVE SINGLE INLET
FRAME AND GRATE OR
EQUAL (SEE DETAIL SHEET
L-501)
EXISTING STORM
MANHOLE TO BE
REPLACED. SEE DETAIL
SHEET L-503)
REPLACE EXISTING PIPE
WITH 8" DIA. VCP PIPE
REPLACE EXISTING PIPE
WITH 8" DIA. VCP PIPE
REPLACE EXISTING STORM
PIPE WITH 12" DUCTILE IRON
PIPE
THIS AREA IS IN A SUMP.
EXISTING STORM BASIN WILL
BE REMOVED AND THIS
AREA WILL BE FILLED FOR
POSITIVE DRAINAGE (BOTH
THE ISLAND AND PAVING)
REFER TO GRADING PLAN.
END INSTALL OF PROPOSED
CURBING
BEGIN INSTALL OF
PROPOSED CURBING
CLEAN EXISTING CATCH BASIN
AND STORM PIPES (TO THE
BASINS ADJACENT TO THE
PROPERTY LINES - EXISTING
PIPE ALIGNMENT UNKNOWN DUE
TO CLOGGED BASINS). PLUG
EXISTING PIPE IN THE WEST
WALL WITH FLOWABLE FILL
L-501
SITE UTILITIES PLAN
VA FORM 08 - 6231
A
F i t h
P
M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
C.T.D. T.B.D.
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure
STAMP Office of Construction and Facilities Management
819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362 -
BID SET
May 16, 2019
LEGEND
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
PAVEMENT
MAJOR CONTOUR MAJOR CONTOUR
MINOR CONTOURMINOR CONTOUR
EXISTING PROPOSED
WATERLINE / HYDRANT
SANITARY SEWER / MANHOLE
STORMWATER / CATCH BASIN
WATERLINE / HYDRANT
STORMWATER / CATCH BASIN
ELECTRIC SERVICE
GAS SERVICE
CURB
CURB
WALL
GRAVE STONES
NOTES
1. TOP ELEVATION OF CATCH BASIN FRAME IS ADJACENT TO EDGE OF PAVEMENT.
CB-3 - CB-5
SCALE: 1" = 40' (HORIZ)
SCALE: 1" = 4' (VERT)
.8
.7
.1
.3
.4
.6
.8
.2
.5
.0
.7
.4
.3
C B
T O
P
E
L E
V
I N
V
V
C P
S
W
I N
V
O
V
C P
S
E
I N
V
O
V
C P
N
W
C B
T O
P
E
L E
V
I N
V
V
C P
N
W
I N
V
O
V
C P
S
E
C B
T O
P
E
L E
V
I N
V
V
C P
W
90 LF - 8" VCP @ -2.168%
163 LF - 8" VCP @ -1.644%
PROPOSED GRADE
EXISTING GRADE
END OF PROPOSED
CURB FLOWLINE
CURB
PAVEMENT
CB-2 - CB-3
SCALE: 1" = 40' (HORIZ)
SCALE: 1" = 4' (VERT)
.6
C B
T O
P
E
L E
V
I N
V
V
C P
S
W
I N
V
O
V
C P
N
E
C B
T O
P
E
L E
V
I N
V
V
C P
S
W
I N
V
O
V
C P
S
E
I N
V
O
V
C P
N
W
PROPOSED GRADE
EXISTING GRADE
15 LF - 15" DIP @ -6.458%
CB-3 - CB-6
SCALE: 1" = 40' (HORIZ)
SCALE: 1" = 4' (VERT)
C B
T O
P
E
L E
V
I N
V
V
C P
S
E
C B
T O
P
E
L E
V
I N
V
V
C P
S
W
I N
V
O
V
C P
S
E
I N
V
O
V
C P
N
W
183 LF - 8" VCP @ -5.765%
PROPOSED GRADE
EXISTING GRADE
1+00 0+002+00
END OF PROPOSED
CURB FLOWLINE
CURB
PAVEMENT
L-502
SITE UTILITIES PROFILES
VA FORM 08 - 6231
A
F i t h
P
M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
C.T.D. T.B.D.
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure
STAMP Office of Construction and Facilities Management
819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362 -
BACKFLOW PREVENTER DETAIL
SCALE: NTS
INSTALL 3/4" DOUBLE CHECK
BACKFLOW ASSEMBLY WITH
BALL VALVES AND FITTINGS
AS NEEDED TO TRANSITION
FROM 1" TO 3/4" PIPE.
" M
IN
(3
.8 m m
" M
AX
(9
.4 m m
INSTALL PIPE
STANDS
FROM DOMESTIC
WATER SYSTEM
EX. 1" PIPE
TO REMAIN
EX 1" PIPE TO
REMAIN
DIELECTRIC
JOINT
TO DOMESTIC
WATER SYSTEM
2" HDPE PIPE
3.
5'
(M
IN
BACKFILL WITH EXISTING MATERIAL
(NO ROOTS OR ROCKS)
COMPACT TO 95% PROCTOR
WATER SERVICE OPEN CUT TRENCH
SCALE: NTS
TR
EN
C H
D
EP
TH
TRENCH WIDTH
GRADE
4" TOPSOIL
SOD
EX. STORM
STRUCTURE TO
BE REPLACED
EX. STORM PIPE
TO REMAIN
PROFILE VIEW: TYING EXISTING PIPES TO
A NEW STORM STRUCTURE
BASIN DETAIL WHEN USING A SINGLE INLET FRAME AND GRATE
(NEENAH R 3381) OR EQUAL
SAWCUT EXISTING PIPE
5.5' FROM EXISTING
STRUCTURE TO BE
REPLACED AND REMOVE
PIPE
GRADE
NEW STORM
STRUCTURE
CONNECT TO EXISTING
PIPE USING ADJUSTABLE
REPAIR COUPLINGS (SEE
SPECIFICATION SECTION
33-40-00).
GRADE
NEW 2' LONG VCP PIPE
NEW 4' LONG VCP PIPE (CUT AS NEEDED)
PLAN VIEW:TOP OF BASIN
26"
6" (TYP.)
PLAN VIEW:TOP OF BASIN
26"
6" (TYP.)
BASIN DETAIL WHEN USING A DOUBLE INLET FRAME AND GRATE
(NEENAH R 3381) OR EQUAL
L-503
SITE UTILITIES DETAILS
VA FORM 08 - 6231
A
F i t h
P
M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
C.T.D. T.B.D.
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure
STAMP Office of Construction and Facilities Management
819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362 -
| Sheets and Views |
| X-001 Cover Sheet - Drawing Index |
| Base Combined |
| X-002 General Phasing Plan |
| B-101 Existing Conditions Plan |
| D-101 Site Demolition Plan |
| Tree Protection Fence |
| L-101 Erosion and Sedimentation Control Plan |
| L-102 Erosion and Sedimentation Control Details |
| L-201 Site Plan |
| L-202 Grading plan |
| L-203 Site Layout Plan |
| L-204 Planting Plan |
| L-205 Planting Plan Enlargments |
| L-301 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-302 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-303 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-304 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-305 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-306 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-307 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-308 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-309 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-310 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-311 Wall and Fence Elevations Notes |
| Wall Elevations Exterior |
| L-312 Wall and Fence Sections and Details |
| Wall Elevations Exterior |
| WALL AND FENCE EXISTING CONDITIONS - STATION 0+00 TO 9+88 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 14+90 TO 24+96 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 24+96 TO 29+80 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 8+92 TO 14+90 |
| Wall Rebuild Detail Station 7+55 |
| Wall Rebuild Detail Station 9+90 |
| Wall Rebuild Detail Station 17+74 |
| Wall Rebuild Detail Station 21+60 |
| Wall Rebuild Detail Station 24+96 |
| Wall Rebuild Detail Station 9+80 to 10+05 |
| Wall and Fence Repair detail(2) |
| STONE CAP JOINT AND FLASHING DETAIL |
| L-313 Wall and Fence Sections and Details |
| Wall Elevations Exterior |
| WALL AND FENCE EXISTING CONDITIONS - STATION 0+00 TO 9+88 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 14+90 TO 24+96 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 24+96 TO 29+80 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 8+92 TO 14+90 |
| Wall Rebuild Detail Station 7+55 |
| Wall Rebuild Detail Station 9+90 |
| Wall Rebuild Detail Station 17+74 |
| Wall Rebuild Detail Station 21+60 |
| Wall Rebuild Detail Station 24+96 |
| Wall Rebuild Detail Station 9+80 to 10+05 |
| Wall and Fence Repair detail(2) |
| STONE CAP JOINT AND FLASHING DETAIL |
| L-314 Gate Area Plan, Elevation, Section, Details |
| Wall Elevations Exterior |
| Main Gate Elevations 2 |
| Main Gate Elevations 2(2) |
| Iron Fence to Stone Attchment |
| Main Gate to Stone Attchment |
| Gate Pivot Point |
| Gate Pivot Concrete Replacement |
| L-402 Roadway Details |
| L-403 Roadway Details |
| L-500 Demoliton Site Utilities Plan |
| L-501 Site Utilities Plan |
| L-502 Site Utilities Profiles |
| L-503 Site Utilities Details |
| A-100 Architectural Symbols, Abbreviations and Notes |
| S-101 Scaffolding Plan |
| S-102 Scaffolding Section |
| DA-101 Existing Foundation and Floor Plan & Demolition Notes |
| DA-102 Existing Roof and Ceiling Plan & Demolition Notes |
| DA-201 Existing South and North Elevation & Demolition Notes |
| DA-202 Existing West, East, Interior Elevation & Demolition Notes |
| DA-301 Existing Rostrum Section & Demolition Notes |
| A-101 Foundation and Floor Plan |
| A-102 Roof and Ceiling Plan |
| A-201 South & North Elevations |
| A-202 West, East and Interior Elevations |
| A-301 Section |
| EP-101 Electrical Floor Plan |
| ES-101 Electrical Site Plan |
File details come from the government source that posted it.