Attachment 4 AE DWG.pdf
PDF 2 MB Posted
- Solicitation number
- 36C24726Q0449_1
About this file
This document consists of architectural construction drawings for a ramp addition project at the Ralph H. Johnson VA Medical Center Fisher House located at 150 Wentworth Street, Charleston, South Carolina 29401. The drawings were prepared by Thomas & Denzinger Architects dated July 2023 and include detailed plans, sections, and specifications for the proposed work.
The project scope encompasses demolition of existing concrete sidewalk, concrete steps, earth, and handrails in the work area, with identification and relocation of site utilities as necessary. The new construction includes installation of a reinforced concrete ramp with a maximum slope of 1:12, concrete stairs with bluestone select blue thermal finish treads and risers (2 inches by 12 inches and 2 inches by 18 inches), galvanized steel handrails with field painting, and 4-inch reinforced concrete sidewalk with color admixture and broom finish to match existing conditions. Additional work involves installation of wayfinding signage and exterior door identification signage, site restoration including sod installation where damage occurs during work, and return of site lighting and irrigation systems to operation if impacted. The drawings include erosion control measures such as silt fencing with 2x2 wood stakes and woven wire fabric backing. Construction documents consist of nine sheets including site plans, enlarged plans, sections, details, erosion control plan, survey, and cover sheet with reference symbols and abbreviations.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
YI
RIM:9.56
YI
RIM:11.79
5 CYP
5 CYP
5 CYP
5 LO
13 CM CLUSTER
13 CM CLUSTER
13 CM CLUSTER
9.71
9.30
9.53
8.15
8.47
8.89
9.28
10.12
10.70
10.97
11.20
11.37
8.21
8.49
8.95
9.36
10.15
10.90
11.00
11.13
11.12
10.96
11.23
11.46
11.43
11.34
11.66
11.65
11.70
11.53
11.19
11.53
11.66
11.62
11.49
11.36
9.5
10.4
10.1
8.8
8.4
7.8
7.9
9.4
10.4
9.4
8.1
9.7
8.5
8.3
11.6
10.5
9.7
11.2
10.4
11.4
11.1
11.9
11.8
11.4
11.3
11.5
11.7
7.55
7.66
8.09
9.15
9.76
9.95
10.12
11.62
11.76
11.32
11.66
11.98
12.07
11.60
11.45
11.35
11.52
11.42
12.15
11.92
12.10
11.81
12.93
12.90
12.93
13.69
7.44
7.36
7.90
8.78
9.18
10.13
10.62
10.86
10.93
11.15
8.02
7.94
8.45
9.55
10.32
10.58
9.39'
PKS W/WASHER
DATUM: NAVD88
BACK OF CURB
N/F
UNITED STATES OF AMERICA
TMS 457-03-04-055
DB:0596-664
N/F
KATHERINE DONOVAN
TMS 457-03-04-056
DB:R307-092
WENTWORTH STREET 55' R
/W
PORCH
PKS W/WASHER
N:346,046.46' E:2,325,522.61'
N:346,145.28' E:2,325,454.90'
PORCH
THREE STORY
BRICK BUILDING
FFE:12.05
HANDRAIL(TYP)
HANDRAIL(TYP)
BENCHMARK
EL.:
N O R T H
S C
G R
ID
(N A D
(2 11)
YI
RIM:9.56
YI
RIM:11.79
5 CYP
5 CYP
5 CYP
5 LO
13 CM CLUSTER
13 CM CLUSTER
13 CM CLUSTER
9.71
9.30
9.53
8.15
8.47
8.89
9.28
10.12
10.70
10.97
11.20
11.37
8.21
8.49
8.95
9.36
10.15
10.90
11.00
11.13
11.12
10.96
11.23
11.46
11.43
11.34
11.66
11.65
11.70
11.53
11.19
11.53
11.66
11.62
11.49
11.36
9.5
10.4
10.1
8.8
8.4
7.8
7.9
9.4
10.4
9.4
8.1
9.7
8.5
8.3
11.6
10.5
9.7
11.2
10.4
11.4
11.1
11.9
11.8
11.4
11.3
11.5
11.7
7.55
7.66
8.09
9.15
9.76
9.95
10.12
11.62
11.76
11.32
11.66
11.98
12.07
11.60
11.45
11.35
11.52
11.42
12.15
11.92
12.10
11.81
12.93
12.90
12.93
13.69
7.44
7.36
7.90
8.78
9.18
10.13
10.62
10.86
10.93
11.15
8.02
7.94
8.45
9.55
10.32
10.58
9.39'
PKS W/WASHER
DATUM: NAVD88
BACK OF CURB
N/F
UNITED STATES OF AMERICA
TMS 457-03-04-055
DB:0596-664
N/F
KATHERINE DONOVAN
TMS 457-03-04-056
DB:R307-092
WENTWORTH STREET 55' R
/W
PORCH
PKS W/WASHER
N:346,046.46' E:2,325,522.61'
N:346,145.28' E:2,325,454.90'
PORCH
THREE STORY
BRICK BUILDING
FFE:12.05
HANDRAIL(TYP)
HANDRAIL(TYP)
BENCHMARK
EL.:
N O R T H
S C
G R
ID
(N A D
(2 11)
YI
RIM:9.56
YI
RIM:11.79
5 CYP
5 CYP
5 CYP
5 LO
13 CM CLUSTER
13 CM CLUSTER
13 CM CLUSTER
9.71
9.30
9.53
8.15
8.47
8.89
9.28
10.12
10.70
10.97
11.20
11.37
8.21
8.49
8.95
9.36
10.15
10.90
11.00
11.13
11.12
10.96
11.23
11.46
11.43
11.34
11.66
11.65
11.70
11.53
11.19
11.53
11.66
11.62
11.49
9.5
10.4
10.1
8.8
8.4
7.8
7.9
9.4
10.4
9.4
8.1
9.7
8.5
8.3
11.6
10.5
9.7
11.2
10.4
11.4
11.1
11.9
11.8
11.4
11.3
11.5
11.7
7.55
7.66
8.09
9.15
9.76
9.95
10.12
11.62
11.76
11.32
11.66
11.98
12.07
11.60
11.45
11.35
11.52
11.42
12.15
11.92
12.10
11.81
12.93
12.90
12.93
13.69
7.44
7.36
7.90
8.78
9.18
10.13
10.62
10.86
10.93
11.15
8.02
7.94
8.45
9.55
10.32
10.58
9.39'
PKS W/WASHER
DATUM: NAVD88
BACK OF CURB
N/F
UNITED STATES OF AMERICA
TMS 457-03-04-055
DB:0596-664
N/F
KATHERINE DONOVAN
TMS 457-03-04-056
DB:R307-092
WENTWORTH STREET 55' R
/W
PORCH
PKS W/WASHER
N:346,046.46' E:2,325,522.61'
N:346,145.28' E:2,325,454.90'
PORCH
THREE STORY
BRICK BUILDING
FFE:12.05
HANDRAIL(TYP)
HANDRAIL(TYP)
BENCHMARK
EL.:
N O R T H
S C
G R
ID
(N A D
(2 11)
YI
RIM:9.56
YI
RIM:11.79
5 CYP
5 CYP
5 CYP
5 LO
13 CM CLUSTER
13 CM CLUSTER
13 CM CLUSTER
9.71
9.30
9.53
8.15
8.47
8.89
9.28
10.12
10.70
10.97
11.20
11.37
8.21
8.49
8.95
9.36
10.15
10.90
11.00
11.13
11.12
10.96
11.23
11.46
11.43
11.34
11.66
11.65
11.70
11.53
11.19
11.53
11.66
11.62
11.49
9.5
10.4
10.1
8.8
8.4
7.8
7.9
9.4
10.4
9.4
8.1
9.7
8.5
8.3
11.6
10.5
9.7
11.2
10.4
11.4
11.1
11.9
11.8
11.4
11.3
11.5
11.7
7.55
7.66
8.09
9.15
9.76
9.95
10.12
11.62
11.76
11.32
11.66
11.98
12.07
11.60
11.45
11.35
11.52
11.42
12.15
11.92
12.10
11.81
12.93
12.90
12.93
13.69
7.44
7.36
7.90
8.78
9.18
10.13
10.62
10.86
10.93
11.15
8.02
7.94
8.45
9.55
10.32
10.58
9.39'
PKS W/WASHER
DATUM: NAVD88
BACK OF CURB
N/F
UNITED STATES OF AMERICA
TMS 457-03-04-055
DB:0596-664
N/F
KATHERINE DONOVAN
TMS 457-03-04-056
DB:R307-092
WENTWORTH STREET 55' R
/W
PORCH
PKS W/WASHER
N:346,046.46' E:2,325,522.61'
N:346,145.28' E:2,325,454.90'
PORCH
THREE STORY
BRICK BUILDING
FFE:12.05
HANDRAIL(TYP)
HANDRAIL(TYP)
BENCHMARK
EL.:
N O R T H
S C
G R
ID
(N A D
(2 11)
WORK AREA
INSIDE DASHED LINE REMOVE
CONCRETE SIDEWALK, CONCRETE
STEPS, EARTH, AND HANDRAILS.
IDENTIFY SITE UTILITIES AND
RELOCATE AS NECESSARY
WORK AREA SEE A101 FOR
ADDITIONAL INFORMATION
138 St Philip St #200, Charleston, SC 29403
150 Wentworth St, Charleston, SC 29401
PH: (843) 723-6651
thomasanddenzingerarchitects.com
DescriptionNo. Date
PROJECT TITLE
DATE
SHEET TITLE
JULY 2023
Ralph H. Johnson VA Medical
Center Fisher House
/2
/2
:3 :2
P
M
RAMP ADDITION
A100
DEMO & NEW
SITE PLAN
3/32" = 1'-0"
SITE PLAN - DEMO
3/32" = 1'-0"
SITE PLAN
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
10.40'=0'-0"
0' - 0"
9.95' 9.95'
11.3'
11.49'
11.66'
11.5'
11.53'
11.4'
11.19'
11.20'
0' - 2 13/16"
0' - 2 13/16"
0' - 9 19/32"
MATCH
ELEVATION
OF EXISITNG
SIDEWALK
R A
M P
- M A
X . S
L O
P E
:1
A
P P
R O
X
' - 0
L A
N D
IN
G
M A
X C
R O
S S
S L O
P E
:4
A P
P R
O X
' - 9
/1
0' - 3 13/16"
0' - 3 13/16"
0' - 9 19/32"
M A
X
:2
A P
P R
O X
' - 8
/1
(2 ) S
T A
IR
T
R E
A D
S ' - 1
' - 0
0' - 3 1/4"
T/ CONC.
0' - 4 1/4"
T/ CONC.
SEE DRAWING 3/A101 FOR SPOT
ELEVATIONS AT STAIR
MATCH EXIST. S
IDEWALKAPPROX.
4' - 7 9/16"
MATCH EXISTING SIDEWALK
APPROX.
4' - 9 11/16"
M A
T C
H E
X
IS
T . S
T A
IR
IN
C . C
U R
B S
A P
P R
O X
' - 0
MAX. S
LOPE 1:20APPROX.
4' - 1 0 13/16"
TOP OF BLUESTONE TO
MATCH T/ ADJACENT
LANDSCAPING, TYPICAL
A300
A300
TURNED DOWN SLAB
EDGE WITH SHELF TO
SUPPORT BLUE STONE,
SEE SECTIONS FOR INFO.
DASHED LINE
TURNED DOWN SLAB
EDGE WITH SHELF TO
SUPPORT BLUE STONE,
SEE SECTIONS FOR INFO.
DASHED LINE
TURNED DOWN SLAB
EDGE WITH SHELF TO
SUPPORT BLUE STONE,
SEE SECTIONS FOR INFO.
DASHED LINE
' - 0
A P
P R
O X
. 1 ' - 5
A300
A300
EXISTING CONCRETE
SIDEWALK
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN.
TREAD AND RISER BLUESTONE
SELECT BLUE, THERMAL FINISH 2
IN. X 12 IN.
GALV. STEEL HANDRAIL, FIELD
PAINT
EXPANSION JOINT AT ALL
CONCRETE TO STONE
CONNECTIONS
4" REINFORCED (6X6 - W1.4XW1.4WWF)
CONCRETE SIDEWALK WITH COLOR
ADMIXTURE AND BROOM FINISH TO
MATCH EXISTING
GALV. STEEL HANDRAIL,
FIELD PAINT
TREAD AND RISER BLUESTONE
SELECT BLUE, THERMAL FINISH 2
IN. X 18 IN.
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN.
TREAD AND RISER
BLUESTONE SELECT
BLUE, THERMAL FINISH 2
IN. X 18 IN.
TREAD AND RISER
BLUESTONE SELECT
BLUE, THERMAL FINISH 2
IN. X 18 IN.
EXISTING SITE LIGHTING
EXISTING SITE LIGHTING
EXISTING CONCRETE
SIDEWALK
A300
A300
EJ
EJ
EJ
EJ
CJ
CJ
CJ
EJ
CJ
EJ
EJ
CJ
CJ
CJ
11.3'
11.5'
11.53'
11.4'
' - 0
' - 0
0' - 7 21/32"
FRONT/ TREAD
0' - 8 21/32"
FRONT/ TREAD
1' - 1 11/32"
FRONT/ TREAD
0' - 8 29/32"
BACK/ TREAD
0' - 7 29/32"
BACK/ TREAD
1' - 0 11/32"
FRONT/ TREAD
1' - 0 19/32"
BACK/ TREAD
MATCH ELEVATION
OF EXISTING
SIDWALK
1' - 1 19/32"
BACK/ TREAD
BACK OF LOWER
TREAD, DASHED
STAIR NOTE:
STAIR TREADS ARE TO
HAVE CROSS AND
FRONT TO BACK
SLOPE. CROSS SLOPE
TO MATCH EXISTING
SIDE WALK AT POINT OF
TIE IN. FRONT TO BACK
TO BE AS INDICATED
(MAX. OF 1:48)
138 St Philip St #200, Charleston, SC 29403
150 Wentworth St, Charleston, SC 29401
PH: (843) 723-6651
thomasanddenzingerarchitects.com
DescriptionNo. Date
PROJECT TITLE
DATE
SHEET TITLE
JULY 2023
Ralph H. Johnson VA Medical
Center Fisher House
/2
/2
:3 :2
P
M
RAMP ADDITION
A101
ENLARGED
PLANS
3/8" = 1'-0"
ENLARGED PLAN - LAYOUT
3/8" = 1'-0"
ENLARGED PLAN
3/4" = 1'-0"
ENLARGED STAIR PLAN - LAYOUT
A300
4" REINFORCED CONCRETE
SIDEWALK WITH COLOR
ADMIXTURE AND BROOM FINISH TO
MATCH EXISTING
TURNED DOWN CONCRETE EDGE
WITH SHELF TO SUPPORT BLUE
STONE
GALV. STEEL HANDRAIL, FIELD PAINT,
HANDRAIL TO BE LIGHT COLOR AND
POSTS TO BE DARK TO MATCH
EXISTING
EXISTING CONCRETE
SIDEWALK
BLUESTONE SELECT
BLUE, THERMAL
FINISH 2 IN. X 18 IN.
TREAD AND RISER
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN.
SET IN MORTAR OVER 4"
CONCRETE
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 18 IN.
SET IN MORTAR
24" #3 REBAR DRIVEN INTO
EARTH @ 18" B
0' - 6"0' - 4"
A300
A300
1' - 10"0' - 11"1' - 0"
" 1' - 0" 1' - 0"
2' - 0" 3' - 0" 2' - 0"
EXISTING CONCRETE
SIDEWALK
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 18 IN.
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12
IN. SET IN MORTAR OVER 4"
CONCRETE SLAB
GALV. STEEL HANDRAIL, FIELD
PAINT, HANDRAIL TO BE LIGHT
COLOR AND POSTS TO BE DARK TO
MATCH EXISTING
4" REINFORCED CONCRETE
SIDEWALK WITH COLOR
ADMIXTURE AND BROOM FINISH TO
MATCH EXISTING
4" REINFORCED CONCRETE
SIDEWALK WITH COLOR
ADMIXTURE AND BROOM FINISH TO
MATCH EXISTING
TREAD AND RISER BLUESTONE
SELECT BLUE, THERMAL FINISH 2
IN. X 12 IN. SET IN MORTAR OVER 4"
CONCRETE
EXISTING CONCRETE
SIDEWALK
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN. SET
IN MORTAR OVER CONCRETE
GALV. STEEL HANDRAIL, FIELD
PAINT, HANDRAIL TO BE LIGHT
COLOR AND POSTS TO BE DARK TO
MATCH EXISTING
A500
A500
A500
0' - 6"0' - 4"
TURNED DOWN CONCRETE EDGE
WITH SHELF TO SUPPORT BLUE
STONE
TURNED DOWN CONCRETE EDGE
WITH SHELF TO SUPPORT BLUE
STONE
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN.
SET IN MORTAR
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN.
SET IN MORTAR
GALV. STEEL
HANDRAIL, FIELD PAINT,
HANDRAIL TO BE LIGHT
COLOR AND POSTS TO
BE DARK TO MATCH
EXISTING
4" REINFORCED
CONCRETE SIDEWALK
WITH COLOR ADMIXTURE
AND BROOM FINISH TO
MATCH EXISTING
EXISTING GRADEEXISTING GRADE
A500
A300
TURNED DOWN CONCRETE EDGE
WITH SHELF TO SUPPORT BLUE
STONE
TURNED DOWN CONCRETE EDGE
WITH SHELF TO SUPPORT BLUE
STONE
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN.
SET IN MORTAR
BLUESTONE SELECT BLUE,
THERMAL FINISH 2 IN. X 12 IN.
SET IN MORTAR
4" REINFORCED
CONCRETE SIDEWALK
WITH COLOR ADMIXTURE
AND BROOM FINISH TO
MATCH EXISTING
EXISTING GRADE
EXISTING GRADE
0' - 6"0' - 4"
138 St Philip St #200, Charleston, SC 29403
150 Wentworth St, Charleston, SC 29401
PH: (843) 723-6651
thomasanddenzingerarchitects.com
DescriptionNo. Date
PROJECT TITLE
DATE
SHEET TITLE
JULY 2023
Ralph H. Johnson VA Medical
Center Fisher House
/2
/2
:3 :2
P
M
RAMP ADDITION
A300
SECTIONS
1" = 1'-0"
CROSS SECTION
1" = 1'-0"
LONGITUNINAL SECTION
1" = 1'-0"
CROSS SECTION @ RAMP
1" = 1'-0"
CROSS SECTION @ SLOPING SIDEWALK
(4)" 1/4" STEEL BOLT W/ WASHER
1/8" PLATE STEEL CAP,BACK WELD
ROD TO CAP PRIOR TO WELDING
CAP TO POST
1-1/2" ∅ TUBE STEEL TOP RAIL -
GALVANIZED & PAINTED
3/8" STEEL ROUND BAR
/2
1-1/2" X 1-1/2" X 0.085 POST
1" STD. PIPE "PIN" & ANCHOR -
WELDED TO POST
3" DIA. 1/4" STEEL ANCHOR PLATE
1-1/2" X 1-1/2" X
0.085 POST
1" STD. PIPE "PIN"
3" DIA. X 1/4" STL. COVER PLATE,
BACK WELDED TO POST -
GALVANIZED & PAINTED
ANCHOR PIPE INTO CONCRETE
SLAB W/ EPOXY SET GROUT;
CAST-IN-PLACE SLEEVE OR CORE
DRILL INTO CONC. SLAB
BACKER ROD
AND SEALANT
BLUE STONE
ADJACENT
GRADE
MORTAR
TOOL EDGE 1/5"
RADIUS
BACKER ROD
AND SEALANT
BLUE STONE
MORTAR
EXISTING
CONCRETE
SIDEWALK
COMPRESSIBLE
FILLER STRIP
CONCRETE SLAB
TOOLED CONTROL JOINT
CONCRETE SLAB
EXISTING
CONCRETE
SIDEWALK
CONCRETE SLAB
COMPRESSIBLE
FILLER STRIP
BLUE STONE TREADES AND RISERS
0' - 1"
0' - 1"
MORTAR
BACKER ROD
AND SEALANT
TOOL EDGE 1/4"
RADIUS
BACKER ROD
AND SEALANT
COMPRESSIBLE
FILLER STRIP
STEEL REINFORCEMENT #4 @ 18" EACH WAY
138 St Philip St #200, Charleston, SC 29403
150 Wentworth St, Charleston, SC 29401
PH: (843) 723-6651
thomasanddenzingerarchitects.com
DescriptionNo. Date
PROJECT TITLE
DATE
SHEET TITLE
JULY 2023
Ralph H. Johnson VA Medical
Center Fisher House
/2
/2
:3 :2
P
M
RAMP ADDITION
A500
DETAILS
3" = 1'-0"
HANDRAIL DETAIL
3" = 1'-0"
TOOLED CONTROL JOINT @ BLUE
STONE
3" = 1'-0"
EXPANSION JOINT @ EXISTING
SIDEWALK
3" = 1'-0"
TOOLED CONCRETE JOINT
3" = 1'-0"
SECTION @ STAIRS
YI
RIM:9.56
YI
RIM:11.79
5 CYP
5 CYP
5 CYP
5 LO
13 CM CLUSTER
13 CM CLUSTER
13 CM CLUSTER
9.71
9.30
9.53
8.15
8.47
8.89
9.28
10.12
10.70
10.97
11.20
8.21
8.49
8.95
9.36
10.15
10.90
11.00
11.13
11.12
10.96
11.23
11.46
11.43
11.34
11.66
11.65
11.70
11.53
11.19
11.53
11.66
11.62
11.49
9.5
10.4
10.1
8.8
8.4
7.8
7.9
9.4
10.4
9.4
8.1
9.7
8.5
8.3
11.6
10.5
9.7
11.2
10.4
11.4
11.1
11.9
11.8
11.4
11.3
11.5
11.7
7.55
7.66
8.09
9.15
9.76
9.95
10.12
11.62
11.76
11.32
11.66
11.98
12.07
11.60
11.45
11.35
11.52
11.42
12.15
11.92
12.10
11.81
12.93
12.90
12.93
13.69
7.44
7.36
7.90
8.78
9.18
10.13
10.62
10.86
10.93
11.15
8.02
7.94
8.45
9.55
10.32
10.58
9.39'
PKS W/WASHER
DATUM: NAVD88
BACK OF CURB
N/F
UNITED STATES OF AMERICA
TMS 457-03-04-055
DB:0596-664
N/F
KATHERINE DONOVAN
TMS 457-03-04-056
DB:R307-092
WENTWORTH STREET 55' R
/W
PORCH
PKS W/WASHER
N:346,046.46' E:2,325,522.61'
N:346,145.28' E:2,325,454.90'
PORCH
THREE STORY
BRICK BUILDING
FFE:12.05
BENCHMARK
EL.:
N O R T H
S C
G R
ID
(N A D
(2 11)
YI
RIM:9.56
YI
RIM:11.79
5 CYP
5 CYP
5 CYP
5 LO
13 CM CLUSTER
13 CM CLUSTER
13 CM CLUSTER
9.71
9.30
9.53
8.15
8.47
8.89
9.28
10.12
10.70
10.97
11.20
8.21
8.49
8.95
9.36
10.15
10.90
11.00
11.13
11.12
10.96
11.23
11.46
11.43
11.34
11.66
11.65
11.70
11.53
11.19
11.53
11.66
11.62
11.49
9.5
10.4
10.1
8.8
8.4
7.8
7.9
9.4
10.4
9.4
8.1
9.7
8.5
8.3
11.6
10.5
9.7
11.2
10.4
11.4
11.1
11.9
11.8
11.4
11.3
11.5
11.7
7.55
7.66
8.09
9.15
9.76
9.95
10.12
11.62
11.76
11.32
11.66
11.98
12.07
11.60
11.45
11.35
11.52
11.42
12.15
11.92
12.10
11.81
12.93
12.90
12.93
13.69
7.44
7.36
7.90
8.78
9.18
10.13
10.62
10.86
10.93
11.15
8.02
7.94
8.45
9.55
10.32
10.58
9.39'
PKS W/WASHER
DATUM: NAVD88
BACK OF CURB
N/F
UNITED STATES OF AMERICA
TMS 457-03-04-055
DB:0596-664
N/F
KATHERINE DONOVAN
TMS 457-03-04-056
DB:R307-092
WENTWORTH STREET 55' R
/W
PORCH
PKS W/WASHER
N:346,046.46' E:2,325,522.61'
N:346,145.28' E:2,325,454.90'
PORCH
THREE STORY
BRICK BUILDING
FFE:12.05
BENCHMARK
EL.:
N O R T H
S C
G R
ID
(N A D
(2 11)
SIDE VIEW
FLOW
18" MIN.
30" MIN.
6"
2"
4' MAX. O.C.
FABRIC
(WOVEN WIRE
FENCE BACKING)
TRENCH
6"
18" MIN.
30" MIN.
FRONT VIEW
NOTES:
1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION,
AND POLLUTION CONTROL PLAN.
2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION
CONTROL PLAN.
WORK AREA SEE A101 FOR
ADDITIONAL INFORMATION
SILT FENCE SEE DETAIL
ON THIS SHEET
SILT FENCE SEE DETAIL
ON THIS SHEET
2X2 WOOD STEAK
FABRIC FENCE
GRADE
2X2 WOOD STEAK
GRADE
138 St Philip St #200, Charleston, SC 29403
150 Wentworth St, Charleston, SC 29401
PH: (843) 723-6651
thomasanddenzingerarchitects.com
DescriptionNo. Date
PROJECT TITLE
DATE
SHEET TITLE
JULY 2023
Ralph H. Johnson VA Medical
Center Fisher House
/2
/2
:3 :2
P
M
RAMP ADDITION
A700
EROSION
CONTROL PLAN
AND DETAILS
3/32" = 1'-0"
SITE PLAN - EROSION CONTROL
12" = 1'-0"
SILT FENCE
Room name
SHEET WHERE
DRAWING IS
SHOWN
DETAIL
NUMBER SHEET WHERE
DRAWING IS
TAKEN FROM
A.101
R.101
ROOM NAME ABOVE
ROOM NUMBER BELOW
DOOR TAG WITH NUMBER
PAINT COLOR
1 Ref
R e f
1 Ref
R e f
SYMBOL DESCRIPTION
PT-7
INTERIOR ELEVATION
MARKER
n o rt h
NORTH ARROW
KEY NOTE1
1 Ref
R e f
1 Ref
R e f
DETAIL NUMBER
PHOTO MARKER
R.101
A.101
VIEW NAME
SCALE 1/8" =1'-0"
VIEW TITLE
SHEET WHERE
DRAWING IS
SHOWN
DETAIL
NUMBER
SHEET WHERE
DRAWING IS
TAKEN FROM
SHEET WHERE
DRAWING IS
SHOWNR.101 P
1.A A.101
PHOTO NAME
SCALE 1/8" =1'-0"
SHEET WHERE
PHOTO IS
SHOWN
PHOTO
NUMBER
PHOTO TITLE
AFF
ALUM
BLDG
CIP
CLG
CMU
CONC
CONST
CONT
CJ
CT
CTR
DEMO
DIA
DIMS
DN
DS
DWG
EJ
EQ
EXIST
EXT
FF
FFE
FT
GALV
GWB
HT
HR
INT
MIN
NIC
NA
NTS
OC
PT
RCP
REQD
RO
RB
SIM
SF
SS
TBD
TLT
TYP
UNO
VCT
W/
W/O
WD
ABOVE FINISH FLOOR
ALUMINUM
BUILDING
CAST- IN- PLACE
CEILING
CONCRETE MASONRY UNIT
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTROL JOINT
CERAMIC TILE
CENTER
DEMOLTION
DIAMETER
DIMENSIONS
DOWN
DOWNSPOUT
DRAWING
EXPANSION JOINT
EQUAL
EXISTING
EXTERIOR
FINISH FLOOR
FINISH FLOOR ELEVATION
FEET
GALVANIZED
GYPSUM WALL BOARD
HEIGHT
HOUR
INTERIOR
MINIMUM
NOT IN CONTRACT
NOT APPLICABLE
NOT TO SCALE
ON CENTER
PAINT
REFLECTED CEILING PLAN
REQUIRED
ROUGH OPENING
RUBBER BASE
SIMILAR
SQUARE FEET
STAINLESS STEEL
TO BE DETERMINED
TOILET
TYPICAL
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
WITH
WITHOUT
WOOD
138 St Philip St #200, Charleston, SC 29403
150 Wentworth St, Charleston, SC 29401
PH: (843) 723-6651
thomasanddenzingerarchitects.com
DescriptionNo. Date
PROJECT TITLE
DATE
SHEET TITLE
JULY 2023
Ralph H. Johnson VA Medical
Center Fisher House
/2
/2
:3 :2
P
M
RAMP ADDITION
T001
COVER SHEET,
SHEET INDEX
REFERENCE SYMBOLS ABBREV. PROJECT LOCATION
W
ENTW
ORTH
ST
R U
TL
E D
G E A
V E
SITE
SCOPE
1. IDENTIFY THE LOCATION OF SITE UTILITIES IN THE AREA TO BE DEMOLISHED. SITE LIGHTING
AND IRRIGATION PIPES ARE KNOWN TO BE IN THE WORK AREA
2. REMOVE SIDEWALK, EARTH AND REWORK UTILITIES AS NECESSARY FOR NEW WORK.
DEMO
1. INSTALL WAYFINDING SINGAGE.
2. INSTALL EXTERIOR DOOR IDENTIFICATION SIGNAGE.
SIGNAGE
1. CONCRETE RAMP AND STAIR WITH STEEL HANDRAILS.
2. CONCRETE TO HAVE COLOR ADDMIXTURE.
RAMP AND STAIRS:
LIST OF DRAWINGS
SHEET NUMBER SHEET NAME
A700 EROSION CONTROL PLAN AND DETAILS
V100 SURVEY
T001 COVER SHEET, SHEET INDEX
A100 DEMO & NEW SITE PLAN
A101 ENLARGED PLANS
A300 SECTIONS
A500 DETAILS
RAMP ADDITION
150 WENTWORTH ST,
CHARLESTON, SC 29401
CONSTRUCTION DOCUMENTS
RALPH H. JOHNSON VA MEDICAL CENTER FISHER HOUSE
1. INSTALL SOD WHERE DAMAGE OR REMOVE DURING WORK.
2. RETURN SITE LIGHTING AND IRRIGATION TO OPERATION IF IMPACTED BY WOK.
SITE:
138 St Philip St #200, Charleston, SC 29403
150 Wentworth St, Charleston, SC 29401
PH: (843) 723-6651
thomasanddenzingerarchitects.com
DescriptionNo. Date
PROJECT TITLE
DATE
SHEET TITLE
JULY 2023
Ralph H. Johnson VA Medical
Center Fisher House
/2
/2
:3 :2
P
M
RAMP ADDITION
V100
SURVEY
| Sheets |
| T001 - COVER SHEET, SHEET INDEX |
| V100 - SURVEY |
| A100 - DEMO & NEW SITE PLAN |
| A101 - ENLARGED PLANS |
| A300 - SECTIONS |
| A500 - DETAILS |
| A700 - EROSION CONTROL PLAN AND DETAILS |
File details come from the government source that posted it. Updated .