B08_Attch_04_NAMA_318722_SD_PrefAlt_DwgsB.pdf
PDF 47 MB Posted
- Attached to
- NAMA 318722 Rehabilitate Seawalls and Shoreline
- Solicitation number
- 140P2023R0020
About this file
This document provides details on a federal solicitation opportunity from the National Park Service. The solicitation, number 140P2023R0020, seeks proposals to rehabilitate seawalls and shorelines at NAMA 318722. The Department of the Interior National Park Service National Office is the contracting agency. Proposals are due in response to the solicitation to rehabilitate existing seawalls and address shoreline erosion issues at the specified National Park Service property. The solicitation document provides drawings and specifications on the scope of work required.
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Text version
TB-W 2000+00
TB-W 2001+00
WPP 3000+00
W
PP 3001+00
W
PP
2+
W
PP
3+
W
PP
4+
OHIO DR. SW
INLET BRIDGE
WEST POTOMAC PARK
BALLFIELD #2
SL
O
PE
31 83
3 7
8 10
6 12
26 36
32 41
45 54
55 56
57 67
69 79
78 85
77 86
48 50
49 51
60 64 72 74736362
“M is for Mitten: A Michigan Alphabet ,” wri tten by Annie Appleford, poems by Kathy-Jo Wargin, and il lustrations by Michael G. Monroe.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
S07.2
177531
20 0 20 40
SCALE OF FEET
KEY MAP
TIDAL BASIN - WEST
ENLARGED CAP & SIDEWALK PLAN 1
STA TB-W 2000+00 TO STA TB-W 2001+32.70
S07.2 S00.2
ENLARGED CAP & SIDEWALK PLAN 1
1" = 20'
TIDAL BASIN -
WEST
MATCHLINE, SEE S08.2
POTOMAC RIVER
90" DIA RCP
FORCE MAIN
FOR CAP PLAN INFORMATION,
SEE SHEETS S23.3 THRU S33.3
TB-W ALIGNMENT
S12.2
NOTES:
2'-0" WIDE WALL CAP CONSTRUCTION JOINTS @ 40'-0"
MAX SPACING.
12'-0" WIDE SIDEWALK CONSTRUCTION JOINTS @ 40'-0"
MAX SPACING.
SEE DETAIL 2 ON SHEET S13.2 FOR PIPE PENETRATION
THRU WALL.
THREE LADDERS FROM THE WATER TO THE TOP OF THE
SEAWALL SHALL BE PROVIDED AT TIDAL BASIN WEST.
LOCATIONS AND MATERIALS TO BE DETERMINED.
66" DIA RCP
FORCE MAIN
TOP OF WALL CAP
EL 4.75'
2'-0" WALL CAP
S07.2
S08.2
S09.2
F S11.2
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TB-W 2002+00
TB-W 2003+00
TB-W 2004+00
TB-W 2005+00
BALLFIELD #2
BALLFIELD #1
WEST POTOMAC PARK
31 83
3 7
8 10
6 12
26 36
32 41
45 54
55 56
57 67
69 79
78 85
77 86
48 50
49 51
60 64 72 74736362
“M is for Mitten: A Michigan Alphabet ,” wri tten by Annie Appleford, poems by Kathy-Jo Wargin, and il lustrations by Michael G. Monroe.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
S08.2
177531
20 0 20 40
SCALE OF FEET
KEY MAP
TIDAL BASIN - WEST
ENLARGED CAP & SIDEWALK PLAN 2
STA TB-W 2001+32.70 TO STA TB-W 2005+22.06
S08.2 S00.2
ENLARGED CAP & SIDEWALK PLAN 2
1" = 20'
TIDAL BASIN - WEST
MATCHLINE, SEE S09.2
MATCHLINE, SEE S07.2
96" DIA RCP FORCE MAIN
72" DIA RCP FORCE MAIN
12'-0" SIDEWALK
SIDEWALK JOINT
2'-0" WALL CAP
SIDEWALK ENDS AT
STA 2001+57.14
TB-W
ALIGNMENT
TOP OF WALL CAP
EL 4.75'
NOTES:
2'-0" WIDE WALL CAP CONSTRUCTION JOINTS @ 40'-0"
MAX SPACING.
12'-0" WIDE SIDEWALK CONSTRUCTION JOINTS @ 40'-0"
MAX SPACING.
SEE DETAIL 2 ON SHEET S13.2 FOR PIPE PENETRATION
THRU WALL.
THREE LADDERS FROM THE WATER TO THE TOP OF THE
SEAWALL SHALL BE PROVIDED AT TIDAL BASIN WEST.
LOCATIONS AND MATERIALS TO BE DETERMINED.
S07.2
S08.2
S09.2
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TB-W 2006+00
TB-W 2007+00
TB-W 2008+00
TB-W 2008+08
STA TB-W 2007+44.00
SLO
PE
PROJECT TERMINATION
31 83
3 7
8 10
6 12
26 36
32 41
45 54
55 56
57 67
69 79
78 85
77 86
48 50
49 51
60 64 72 74736362
“M is for Mitten: A Michigan Alphabet ,” wri tten by Annie Appleford, poems by Kathy-Jo Wargin, and il lustrations by Michael G. Monroe.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
S09.2
177531
20 0 20 40
SCALE OF FEET
KEY MAP
TIDAL BASIN - WEST
ENLARGED CAP & SIDEWALK PLAN 3
STA TB-W 2005+22.06 TO STA TB-W 2008+08
S09.2 S00.2
ENLARGED CAP & SIDEWALK PLAN 3
1" = 20'
TIDAL BASIN - WEST
MATCHLINE, SEE S08.2
12'-0" SIDEWALK
SIDEWALK JOINT
2'-0" WALL CAP
E S10.2
S12.2
TB-W
ALIGNMENT
TOP OF WALL CAP
EL 4.75'
EL 2.2'
MATCH EXISTING
NOTES:
2'-0" WIDE WALL CAP CONSTRUCTION JOINTS @ 40'-0"
MAX SPACING.
12'-0" WIDE SIDEWALK CONSTRUCTION JOINTS @ 40'-0"
MAX SPACING.
SEE DETAIL 2 ON SHEET S13.2 FOR PIPE PENETRATION
THRU WALL.
THREE LADDERS FROM THE WATER TO THE TOP OF THE
SEAWALL SHALL BE PROVIDED AT TIDAL BASIN WEST.
LOCATIONS AND MATERIALS TO BE DETERMINED.
JAPANESE PAGODA
S07.2
S08.2
S09.2
REMOVE AND RESTACK EXISTING STONE TO
FINGER LACE NEW STONE INTO EXISTING
STONE AT NEW SEAWALL TERMINATION
E S10.2
3.9% MAX SLOPE
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DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
S10.2
177531TIDAL BASIN - WEST
PROPOSED SEAWALL -
TYPICAL SECTION E
EL +4.75' TOP OF PROPOSED WALL
BACKFILL EL -2.00' CONTROL POINT
BEDROCK
E S01.2-S09.2
TYPICAL SECTION - PROPOSED WALL
1" = 5'
2 0 2
SCALE OF FEET
5 0 5 10
SCALE OF FEET
DETAIL
1/2" = 1'-0"
12" DIA
MICROPILES
5' -0
ROCK SOCKET
S10.2
APPROXIMATE TOP OF BEDROCK
VARIES FROM EL -80.0' TO EL -90.0'
SLOPE
EL +1.77' MHHW
EL -1.40' MLLW
CAST-IN-PLACE CAP
EL +4.75' TOP OF PROPOSED WALL
12" DIA
MICROPILES
1' -6
6"
BACKFILL
10' LONG FIBER REINFORCED
PLASTIC (FRP) SHEET PILING
GEOTEXTILE
FILTER FABRIC
STONE WITH MORTAR
EXISTING GRADE
PILE CAP
PRECAST SEAWALL
SUPPORT Z-SECTION
(PC-SS-Z)
EL +1.54' MHW
EL -1.25' MLW
1.5
10"
10"
EXISTING STONE
WALL OR RIPRAP
BUILT UP TO EL -2.00'
EXISTING STONE WALL
FOUNDATION
S13.2
SIDEWALK
TB-W ALIGNMENT
EL +3.42' TOP OF PILE CAP
12'-0"
10'-6"
2'-6"6'-0"2'-0" 1'-8"
10"10"
2'-0"
12NATIVE SOIL
NOTES:
1. SEE GEOTECH BORING LOGS FOR DEPTH OF
BEDROCK.
2. SALVAGED STONE SHALL BE CUT TO FIT PRECAST
Z-SECTION.
3. PILE CAP SHOWN IS CAST IN PLACE. FOR PRECAST
OPTION SEE WPP DRAWINGS.
S10.2
PROVIDE WEEP HOLES AS
REQUIRED TO DRAIN PILE CAP
PROVIDE FLEXIBLE SEAL BETWEEN
BOTTOM OF PRECAST Z PANEL
AND TOP OF RIPRAP OR STONE
STA TB-W 2001+57.14 TO STA TB-W 2008+08
EL -2.00' CONTROL POINT
PROPOSED GRADE
NEW RIPRAP TO EL -2.00'
LEAN CONCRETE FILL
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
S11.2
177531TIDAL BASIN - WEST
PROPOSED SEAWALL -
TYPICAL SECTION F
EL +1.77' MHHW
EL -1.40' MLLW
CAST-IN-PLACE CAP
EL +4.75' TOP OF PROPOSED WALL
2'-0"
EL +4.75' TOP OF PROPOSED WALL
BACKFILL
EL -2.00' CONTROL POINT
12" DIA
MICROPILES
BEDROCK
1' -6
6"
BACKFILL
GEOTEXTILE
FILTER FABRIC
STONE WITH MORTAR
EXISTING GRADE
PILE CAP
PRECAST SEAWALL SUPPORT
Z-SECTION (PC-SS-Z)
F S01.2-S09.2
TYPICAL SECTION - PROPOSED WALL
1" = 5'
2 0 2
SCALE OF FEET
5 0 5 10
SCALE OF FEET
EL -2.00' CONTROL POINT
EL +1.54' MHW
EL -1.25' MLW
S11.2
DETAIL
1/2" = 1'-0"
12" DIA
MICROPILES
5' -0
ROCK SOCKET
S11.2
APPROXIMATE TOP OF BEDROCK
VARIES FROM EL -80.0' TO EL -90.0'
SLOPE
EL +3.42' TOP OF PILE CAP
1' -6
12'-0"
10'-6"
2'-6"6'-0"2'-0" 1'-8"
10"10"
2'-0"
PROPOSED GRADE
TB-W ALIGNMENT
PROVIDE FLEXIBLE SEAL BETWEEN
BOTTOM OF PRECAST Z PANEL
AND TOP OF RIPRAP OR STONE
STA TB-W 2000+00 TO STA TB-W 2001+57.14
NOTES:
1. SEE GEOTECH BORING LOGS FOR DEPTH OF
BEDROCK.
2. SALVAGED STONE SHALL BE CUT TO FIT PRECAST
Z-SECTION.
3. PILE CAP SHOWN IS CAST IN PLACE. FOR PRECAST
OPTION SEE WPP DRAWINGS.
10' LONG FIBER REINFORCED
PLASTIC (FRP) SHEET PILING
LEAN CONCRETE FILL
1.5
1 NEW RIPRAP TO EL -2.00'
EXISTING FOUNDATION
NATIVE SOIL
TB-W 2000+00
TB-W 2001+00
TB-W 2000+00
TB-W 2001+00
TB-W 2000+00
TB-W 2001+00
TB-W 2008+00
TB-W 2008+08
TIDAL BASIN - WEST
PROPOSED SEAWALL
DETAILS 1
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
S12.2
177531
S01.2
DETAIL - PILE AND PILE CAP PLAN
1"=10'-0"
S06.2
DETAIL - PRECAST Z PLAN
1"=10'-0"
S03.2
DETAIL - PILE AND PILE CAP PLAN
1"=10'-0"
S04.2
DETAIL - PRECAST Z PLAN
1"=10'-0"
S07.2
DETAIL - SEAWALL CAP AND SIDEWALK PLAN
1"=10'-0"
S09.2
DETAIL - SEAWALL CAP AND SIDEWALK PLAN
1"=10'-0"
F S11.2
PILE CAP
G S13.2
H S13.2
PILE CAP
PILE CAP
E S10.2
TB-W
ALIGNMENT
TB-W
ALIGNMENT
TB-W
ALIGNMENT
TB-W
ALIGNMENT
TB-W
ALIGNMENTTB-W
ALIGNMENT
TOP OF CAP
EL 10.87'
PILE CAP 12'-0"
SIDEWALK
2'-0" WALL CAP
T/ CAP
EL 3.42'
THICKENED
CAP
EL 2.2' MATCH
EXISTING
SLOPE
PILE CAP
3'- 0"
3'- 0"
3'- 0"
3'- 0"
3'- 0"
3'- 0"
3'- 0"
SEAWALL SHALL BE
STRUCTURALLY ISOLATED FROM
THE BRIDGE STRUCTURE, SEE
DETAIL 3 ON S13.2
F S11.2
G S13.2
H S13.2
F S11.2
G S13.2
H S13.2
90" DIA RCP
66" DIA RCP
90" DIA RCP
66" DIA RCP
90" DIA RCP
66" DIA RCP
REINFORCED COMPOSITE
SHEET PILING, TYP
SEAWALL SHALL BE
STRUCTURALLY ISOLATED FROM
THE BRIDGE STRUCTURE, SEE
DETAIL 3 ON S13.2
SEAWALL SHALL BE
STRUCTURALLY ISOLATED FROM
THE BRIDGE STRUCTURE, SEE
DETAIL 3 ON S13.2
E S10.2
E S10.2
REINFORCED COMPOSITE
SHEET PILING, TYP
10 0 10 20
SCALE OF FEET
2"
3" DIA HOLE @ 2'-6" MAX SPA
AND AS REQUIRED TO
ACHIEVE 2 MIN PER PANEL10" 10" 1'-0" 1'-0"
EL +4.75'
6"
1'
-6
SST THREADED ROD
8" SQUARE X 2" DEEP
BLOCKOUT FOR PLATE
AND NUT
10"9"
TB-W ALIGNMENT
NOTCH AT DB CONTRACTORS OPTION
OR FILL WITH 5000 PSI GROUT
1/8" NEOPRENE BEARING PAD OR 5000 PSI
GROUT BEARING SURFACE.
PRECAST Z PANEL SHALL BEAR ON PILE
CAP AND TRANSMIT NO STRUCTURAL LOAD
THRU BOTTOM OF Z TO RIPRAP OR STONE.
STONE WITH MORTAR POINTED
AND STAINLESS STEEL WALL TIES
AS SPECIFIED
3'-0"
3'-0"
3'-0"
1' -6
3' -0
12" DIA MICROPILES
C 90" DIA FORCE MAINL
C
0" D
IA
FO
R
C E
M
AI
N L
BACKFILL
SIDEWALK
T/PIPE EL -13.0'
1' -6
.7
5'
TOP OF WALL, EL +4.75'
EL +3.42'
TOP OF PILE CAP
FLAP GATE
PILE CAP
DRAINAGE PIPE GROUT SEAL
ALIGNMENT
TOP OF WALL, EL +4.75'
EL +3.42'
TOP OF PILE CAP
LINK SEAL OR
RUBBER BOOT
BACKFILL
NATIVE SOIL
TOP OF PRECAST Z
EL 4.25'
EXISTING
BRIDGE
Z LEDGE
@ EL -1.17'STONE
1" GAP BETWEEN
NEW WALL AND
EXISTING STRUCTURE
8" NEOPRENE
RUBBER FULL
DEPTH OF PRECAST
Z W/ 18" X 1"
BATTER AND 14" DIA
SST ANCHORS
@ 1'-0" SPACING MAX
PILE CAP
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
S13.2
177531TIDAL BASIN - WEST
PROPOSED SEAWALL
DETAILS 2
S10.2
DETAIL
1" = 1'-0"
H S12.2
SECTION
3/4" = 1'-0"
G S12.2
SECTION
1/2" = 1'-0"
EL +4.75' TOP OF
PROPOSED WALL
2'-0"
3' -0
PILE CAP
10'-6" 2'-0"
T/90" DIA PIPE EL -13.0'
C EXISTING FORCE MAIN (90" DIA REINFORCED CIRCULAR PIPE)L
T/66" DIA PIPE EL -15.0'
C EXISTING FORCE MAIN (66" DIA REINFORCED CIRCULAR PIPE)L
S13.2
DETAIL - PIPE PENETRATION THRU WALL
3/4" = 1'-0"
S12.2
DETAIL - PLAN CONNECTION
TO EXISTING STRUCTURE
6" = 1'-0"
SEAWALL UTILITY CROSSING LOCATION
1. 100 LF OF 18" DIA RCP AT STA 2004+10.
EL +1.77' MHHW
EL -1.40' MLLW
EL +1.54' MHW
EL +3.42'
TOP OF PILE CAP
EL -2.00' CONTROL POINT
PROPOSED GRADE
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C00.3
177531
WEST POTOMAC PARK
OVERALL CIVIL PLAN &
KEY MAP
TIDAL BASIN
WEST POTOMAC
PARK - SOUTH
INLET
BRIDGE
TIDAL BASIN - WEST
SCALE OF FEET
2000200
POTOMAC RIVERARLINGTON
MEMORIAL BRIDGE
MARTIN LUTHER
KING JR.
MEMORIAL
BOOK STORE
LINCOLN MEMORIAL
OHIO Dr. SW
REFLE
CTIN
G POOL
C01.3 C16.3
C02.3 C17.3
C03.3 C18.3
C04.3 C19.3
C05.3 C20.3
C06.3 C21.3
C07.3 C22.3
C08.3 C23.3
C09.3 C24.3
C10.3 C25.3
C11.3 C26.3
WEST POTOMAC
PARK - NORTH
C01.3 TO C11.3 EXISTING & DEMOLITION PLAN
C12.3 TO C26.3 PROPOSED GRADING & DRAINAGE PLAN
W B
AS
IN
D r.
SW
MARTIN LUTHER
KING JR.
MEMORIAL
FRANKLIN DELANO
ROOSEVELT MEMORIAL
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WPP-CPT-03WPP-B-16
TBW-CPT-05
TBW-DMT-03
TBW-CPT-04
TBW-B-02
TBW-DMT-04
SD
SD
SD
SD
SD
IN
R C
P
IN
R C
P
15IN RCP
-5
-9 -8
-10
-11
-12
-13
-14
-13
-12
-11
WPP 3000+00
WPP 3001+00
.2
8.7
8.9
9.1
9.3
9.6
.2
.3
.5
.510 .5
9.1
8.7
7.0
7.5
5.8
6.4
5.0
3.9
3.35.8 4.6
3.3
3.2
7.0
6.9
5.0
8.5
8.4
5.6
5.9
5.4
3.8
7.0
.0
2.9
6.5
7.6
5.2
8.9
8.8 9.0
8.7
10.2
10.3 11.0
9.5
9.0 8.9
9.6
8.8
9.7
9.6
8.7
9.9
7.3
9.4
10.0
8.0
8.8
9.1
10.0
8.3
8.8
9.0
9.6
7.8
8.0
3.7
7.4
7.8
7.9
6.2
9.2
9.5
1.2
INLET BRIDGE
OHIO
D
R. S W
WEST POTOMAC
PARK - SOUTH
1.7 1.5
1.5 1.7
1.5 1.1
2.1 2.0
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C01.3
177531
20 0 20 40
SCALE OF FEET
SALVAGE AND
STORE STONES
KEY MAP
POTOMAC RIVER
MATCHLINE, SEE C02.3
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 1
STA WPP 3000+00 TO STA WPP 3001+42.03
C01.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 1
1" = 20'
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
SALVAGE AND
STORE RIPRAP
90" DIA RCP
FORCE MAIN
66" DIA RCP
FORCE MAIN
96"x90"
REDUCER
72"x66"
REDUCER
96" DIA RCP
FORCE MAIN
72" DIA RCP
FORCE MAIN
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WPP-B-14
WPP-B-15
SD
SD
SD
SD
SD
SD
SD
SD
SD
15IN RCP
IN
R
CP
18IN RCP
-1
-5
-6
-7
-8
-9
WPP 3002+00
W
PP
3+
W
PP
4+
W
PP
5+
9.6
9.5
9.2
3.2
3.4
3.4
5.8
4.3
4.4
6.3
7.1
5.0
5.3
7.1
7.4
5.4
5.1
8.7
8.3
8.4
3.8
4.5
4.2 -0.
8.8
8.9
8.6
4.8
3.8 4.2
3.93.9 4.1
3.8 4.3
4.2
8.5 8.2
9.2
7.4
8.5 9.1
9.2
9.4
5.2
3.8
4.7
7.6
4.7
8.9
8.7
8.8
9.5
4.9
6.3
7.1
7.0
5.4
8.0
7.8
8.3
7.6
8.7
8.7
9.1
9.1
9.2
8.6
9.4
9.3
2.4
3.2 4.2
0.6
OHIO DR. SW
WEST POTOMAC
PARK - SOUTH
1.0 1.5
2.2 2.2
2.2 2.2
1.0 1.2
0.7
0.8
0.1
0.41.0
1.2
0.7
0.5
0.7
0.2 0.3
0.2 0.3
0.30.01.2
0.3 1.4
0.0
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C02.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
MATCHLINE, SEE C01.3
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 2
STA WPP 3001+42.03 TO STA WPP 3005+59.00
C02.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 2
1" = 20'
SALVAGE AND
STORE STONES
SALVAGE AND
STORE RIPRAP
B C15.3
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
POTOMAC RIVER TUNNEL (PRT)
(BY OTHERS)
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
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WPP-CPT-06
SD
SD SD SD
SD
SD
SD
SD
IN
R C
P
IN
R C
P
15IN RCP
IN
R C
P
15IN RCP
W
PP
6+
W
PP
7+
W
PP
8+
W
PP
9+
W
PP
0+
D
TOP= 3.
IN
V A= -
1.7 9'
IN
V B= -1
.89
9.2
9.0 8.98.8
9.09.2 9.5
9.69.4
3.94.23.94.4
8.78.5
8.1 8.58.48.2
8.3
4.03.9
8.18.6 8.48.5
8.5
4.2
4.0 4.1
3.7
4.34.54.44.5 4.9
4.14.23.8
4.14.3
9.2
9.4
9.4
9.5
9.3
9.4
9.6
9.7
9.5 0.7
4.3
0.6
8.2
0.4
7.4
5.9
0.7
9.4
4.6
8.6
8.1
9.0
8.9
8.9
9.1
9.2
0.2
9.4
9.09.2
9.5
9.2
0.0
7.1
9.4
9.1
9.1
9.1
9.6
9.0
9.2
2.8
8.6
9.5
8.5
9.2
5.0
8.6
9.0
9.1
8.8
9.0
9.2
9.0
8.9
5.8
9.2
8.9
8.9
6.5
9.3
OHIO DR. SW
WEST POTOMAC
PARK - SOUTH
0.6
1.3
0.80.2
0.0 1.2
1.4 1.3
0.90.2
-0.
1.2
0.5 0.4
0.5
1.3
0.8 0.2
-0.
1.1
0.7 0.0
0.0 0.0
0.0-0.
0.0
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C03.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C03.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 3
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 3
STA WPP 3005+59.00 TO STA WPP 3010+52.87
M
AT
C H
LI
N
E, S
EE
C
.3
SALVAGE AND
STORE STONES
SALVAGE AND
STORE RIPRAP
POTOMAC RIVER TUNNEL (PRT)
(BY OTHERS)
96" RCP
72" RCP
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
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WPP-DMT-03
WPP-B-11
WPP-B-12
SD
SD
SD
SD SD SD SD SD
SD
SDSDSDSDSD
SD
SD
15IN RCP
IN
R
CP
15IN RCP
IN
R C
P
15IN RCP
IN
R C
P
IN
R
CP
W
PP
1+
W
PP
2+
W
PP
3+
W
PP
4+
W
PP
5+
UUFH29
8.7
UUWV29
8.9
UUWSP
9.0
9.4
9.5
9.89.69.4 9.39.2
9.5
9.7
4.0
8.78.9 8.89.0
7.6
5.3
5.8
7.1
4.2
3.93.9
4.2
4.13.8
4.4
4.8
4.13.94.64.7
4.7
4.3 4.24.6
4.8 4.5
3.3 8.6
9.5
8.0
4.9
9.4
6.5
9.2
9.3
10.0
9.1
9.4
9.4
0.7
8.9
8.9
9.4
8.7
10.0
9.3 9.2
9.5 9.7
9.8
9.7
10.2
3.3
4.9
0.90.4
9.4 9.1
9.3
9.0
9.3
9.3 9.2
9.1
8.6
9.3
9.6 9.6
10.0
9.7
8.7
9.5
9.1
8.8
7.2
1.2 4.6
9.9
9.5
8.89.0
8.8
8.9
8.2
9.8
9.8
9.7
9.9
10.210.2
10.1
9.4
9.5
9.6
9.4
9.2
9.4
9.6
9.3
9.8
9.710.0
OHIO DR. SW
WEST POTOMAC
PARK - SOUTH
0.4
0.1 0.9
0.80.6
0.6 0.5
0.70.3
0.3 0.9
0.8 0.8
0.91.6
1.3 1.5
1.9
1.2
1.7 1.5
1.8 1.4
1.7 1.8
1.11.0
1.7
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C04.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C04.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 4
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 4
STA WPP 3010+52.87 TO STA WPP 3015+46.49
M
AT
C H
LI
N
E, S
EE
C
.3
SALVAGE AND
STORE STONES
SALVAGE AND
STORE RIPRAP
96" RCP
72" RCP
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
AutoCAD SHX Text D
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AutoCAD SHX Text H
AutoCAD SHX Text
WV
AutoCAD SHX Text M
AutoCAD SHX Text A
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WPP-CPT-05 WPP-B-10
SD
SD
SD
SD
SD
SD
IN
R C
P
IN
R
C P
IN
R
CP
18IN RCP
15IN RCP
W
PP
6+
W
PP
7+
W
PP
8+
W
PP
9+
W
PP
0+
9.79.69.79.3 9.79.89.8
9.7
9.4
9.1
9.2
5.8
7.57.3
5.3
4.4
6.97.2
5.5
3.7
7.37.5
4.94.3
6.8 7.1
4.6
4.5 4.5
4.84.7
4.34.1
3.9
3.84.2 4.03.8
7.1 7.4
7.34.1 4.3
3.73.7
6.8 6.7
4.6 4.4
6.4
5.3
8.2
6.8
4.4
9.8
9.3
6.9
4.0 5.3
10.6
8.7
10.3
9.2
9.2 9.7
3.3
4.4
7.8
7.5
9.0
9.6
8.5
5.3
9.6
4.5
10.1
9.3
8.6
10.2
9.6
8.9
10.4
9.8
9.8
9.3
9.2
10.3 10.3
10.3
10.2
9.4
9.4
10.5
9.6
10.0
9.4
9.5
9.6
10.3
9.5
9.6 9.4
9.9
9.8
10.0
10.4
9.89.8
10.4
9.8
10.4
0.6
7.1 7.1
0.3
7.3
9.1 9.7
9.7 9.8
9.9 10.1
10.2 8.28.0
9.5
9.5
9.3
9.9
OHIO DR. SW
WEST POTOMAC
PARK - SOUTH
0.9
1.7
-0.
0.4
0.1
0.20.3
-0.
1.5
0.7
1.3
1.1 1.1
1.61.5
1.20.8
1.14.1
3.73.9
4.1
0.4
0.6
0.4
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C05.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C05.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 5
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 5
STA WPP 3015+46.49 TO STA WPP 3020+39.03
M
AT
C H
LI
N
E, S
EE
C
.3
SALVAGE AND
STORE STONES
SALVAGE AND
STORE RIPRAP
C C15.3
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
POTOMAC RIVER TUNNEL (PRT)
(BY OTHERS)
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
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WPP-CPT-02 WPP-B-08
SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
15IN RCP
18IN RCP
18IN RCP
IN
R C
P
IN
R C
P
IN
R C
P
IN
R C
P
W
PP
1+
W
PP
2+
W
PP
3+
W
PP
4+
W
PP
5+
WEST POTOMAC PARK - SOUTHWEST POTOMAC PARK - NORTH
7.2
7.0
5.3
7.1
8.1
9.6 9.8
9.3
3.7 4.24.34.04.14.03.83.1
3.3
4.6
4.6
6.7 7.0
4.6
6.9
6.9
5.1 4.8
7.0 7.0
4.8
4.6
6.8
6.7
4.9
4.4
7.1
4.4
8.0
2.2 2.7
6.7
8.2
3.9
8.1
9.5
9.2
9.3
9.8
5.4
3.6
8.3
4.8
8.8 9.2
9.1
9.3
9.2
9.4
10.3
9.9
9.2
9.3
8.9
9.3
8.9
9.0
8.7
9.8
9.7
8.9
9.8
9.6
10.3
10.310.1
9.29.0
4.6
2.6
4.8
4.9
7.6
4.7
5.2
8.9
7.6
9.4
9.4
9.4
3.5
5.6
5.85.3
4.9
9.4
8.28.1
9.4
9.9
8.9
8.7
8.6
9.2
9.4
9.8
9.59.7 9.9
9.4
6.6
8.8 9.3
9.2
9.2
9.5
9.5
9.5 9.6
9.6
9.7
9.8 10.0
10.29.2
OHIO DR. SW
WEST POTOMAC
PARK - SOUTH
WEST POTOMAC
PARK - NORTH
3.1 3.2
3.3
3.4 3.3
3.3
0.4
0.8
0.9
1.4
0.6
1.61.6
1.11.1
1.5
0.5
0.5
0.7
1.00.3
0.1-0.
11.1
1.0
0.50.5
1.0
0.5
1.20.8
1.0
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C06.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C06.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 6
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 6
STA WPP 3020+39.03 TO STA WPP 3025+31.58
M
AT
C H
LI
N
E, S
EE
C
.3
DEMO CONCRETE
WATER
TRANSPORTATION
LANDING
SALVAGE AND
STORE STONESSALVAGE AND
STORE RIPRAP
POTOMAC RIVER TUNNEL (PRT)
(BY OTHERS)
COMMUNICATION
CABLE SIGN
REMOVE AND REPLACE
DEMO CONCRETE WALL AND
EMBEDDED STONE
72" RCP
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
DEMO WALKWAY
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
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WPP-B-06 WPP-DMT-02
WPP-B-07
SD
SD SD
SD
SD
SD
SD
SD
SD
IN
R C
P
W
PP
6+
W
PP
7+
W
PP
8+
W
PP
9+
W
PP
0+
8.1
5.4
3.6
4.8
7.7
2.2
5.2
7.9
5.0
7.9
7.8
4.8
3.3
5.3
7.3
8.3 8.2
5.9
4.0 4.7
6.6
8.0
4.5
6.9
7.8
7.9
5.2
9.7 9.110
.0
.1
.810
.910 .7
.5
.5
.49.9
8.1
9.2
10.5
9.4
9.2 9.9
9.8
7.3
5.4
2.7
10.0
9.8
10.0
7.1
7.7
10.0
4.0
10.2
5.9
10.4
10.2
4.8
10.2
8.7
8.1 8.5
8.2
10.8
4.1
7.4
6.7
3.0
3.6
3.9
8.0
9.2
9.9
2.9
5.8
9.3
9.5
9.5
9.8 9.7
9.8
9.8
10.1
10.2
8.58.5
8.2
10.2
10.1
10.1
10.2
10.210.1
9.9
10.1
10.1
10.2
10.1
10.6
9.2
9.9
10.8
7.4
8.9
10.0
9.9 2.32.1
OHIO DR. SW
WEST POTOMAC
PARK - NORTH
RELOCATED
OHIO DR.
2.8
2.82.7
2.62.5
2.4
2.5 2.7
2.7
2.6 2.6 2.6
2.6
2.5
2.6
2.6
2.6
2.8 2.6 2.6 2.7
2.8
2.9
2.9
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C07.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C07.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 7
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 7
STA WPP 3025+31.58 TO STA WPP 3030+24.09
M
AT
C H
LI
N
E, S
EE
C
.3
DEMO CONCRETE WALL AND
EMBEDDED STONE
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
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UULP
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WPP-CPT-04
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
MW
SD
SD
SD
SD
SD
IN
R C
P
IN
R C
P
IN
R C
P
IN
R C
P
IN
R
C P
IN
R C
P
IN
R
C P
IN
R C
P
W
PP
1+
W
PP
2+
W
PP
3+
W
PP
4+
W
PP
5+
STA WPP 3031+02.48, 0.00'STA WPP 3033+30.99, 0.00'
5.04.7
7.46.6
4.3
3.9
6.5
7.1
4.2
4.7
7.67.4
5.1
4.3
7.1
2.8
5.3
8.1
.210
.510 .4
.4
7.6
.9
.4
.9
.6
9.6 9.9
.0 9.9
9.9 9.5
9.9
.8
.7
8.1
9.1 9.6
9.9
9.8
8.5
9.4 9.8
9.7
2.2
4.9
5.3
3.7
2.8
5.5
3.5 5.2
6.0
3.7
7.0
10.0
8.4
7.0
3.8
10.3
6.8
4.3
10.2
9.1
6.5
10.1
10.3
10.5
5.8
10.5
10.8
6.2
11.4
10.4
10.4
11.5
11.5
11.7
7.5 8.5
7.5
3.33.5
4.9
5.2
4.8
9.2
4.23.4
10.0
7.6
7.0
9.9
10.1
3.4
7.8
10.810.9
10.6
10.4 10.8
9.5
10.3
10.9
10.6 10.3
10.3 10.6
10.5
3.3
2.6
2.8
5.7
4.3
9.8
OHIO DR. SW
WEST POTOMAC
PARK - NORTH
2.42.5
2.52.5
2.5
2.5
2.42.6
2.5
2.5 2.7
2.62.6
2.5
2.6
2.6
2.2
2.42.5
2.4
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C08.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C08.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 8
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 8
STA WPP 3030+24.09 TO STA WPP 3035+16.60
M
AT
C H
LI
N
E, S
EE
C
.3
DEMO CONCRETE WALL AND
EMBEDDED STONE
LIMITS OF POTOMAC RIVER TUNNEL (PRT) PROJECT
(BY OTHERS)
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
AutoCAD SHX Text
UULP
AutoCAD SHX Text
AutoCAD SHX Text 10.51
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WPP-B-03
WPP-B-04
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
IN
R
CP
IN
R C
P
18IN RCP
18IN RCP15
IN
R C
P
15IN RCP
IN
R
CP
15IN RCP A
W
PP
6+
W
PP
7+
W
PP
8+
W
PP
9+
W
PP
0+
D
IN
LE
T
TOP =
.35
IN
V A= 3.
5.7
8.6
7.0
8.9
9.4
3.3
7.2
2.8 3.93.9
5.4
3.7 4.2
5.7
3.1 3.5 3.0
9.9
.5
.0
.7
.2 9.69.6
9.7
9.8
5.85.76.66.9
7.17.0
6.0
5.3
7.9
9.2
8.5
5.5
.8
5.0 7.68.1
10.8
10.7
2.1
3.8
4.2 6.9
9.2
9.4
10.7
10.6
10.4
10.6
10.5
11.6
10.4
10.2
10.9 11.0
9.3
10.8
11.7
9.8
11.4
11.5
11.8
9.7
11.0
10.5
10.4
10.7
12.1
9.0
10.3
10.5
11.9
9.6
10.7
11.6
11.2
4.6
9.8
13.4
12.4
11.6
7.0
10.5
11.4
11.0
11.7
5.6
10.5
12.5
11.5
7.6
11.4
11.8
9.5
11.1
11.2
8.2
9.3
10.9
11.7
11.7
9.1
11.1
10.6
11.3
10.6
11.4
WEST POTOMAC
PARK - NORTH
2.52.7
2.62.7
2.62.5
2.4
1.8
1.7 1.9
2.1 1.6
1.9 1.9
2.0
2.0
1.9 1.8
2.0
1.9 2.0
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C09.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C09.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 9
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 9
STA WPP 3035+16.60 TO STA WPP 3040+09.24
M
AT
C H
LI
N
E, S
EE
C
.3
CABLE CROSSING
SIGNS
DEMO CONCRETE WALL AND
EMBEDDED STONE
A C15.3
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
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WPP-B-02
WPP-DMT-01
SD
SD
SD
SD
18IN RCP18
IN
R C
P
18IN RCP
18IN RCP
W
PP
1+
W
PP
2+
W
PP
3+
W
PP
4+
00WPP 3045+00
4.2
6.1
5.2
3.8 5.5
3.8 3.6
6.1
3.3
6.2
5.4
4.2 4.5
7.1
5.7
3.8
4.0 4.0
3.9 3.3
6.7
3.4
5.5 5.5
25.8
8.8
9.5
8.6
9.4
9.4
9.1
8.7
2.6
8.5
9.4
9.0 9.0
9.39.4
8.2
8.1
8.3
8.3
11.2
8.4
13.0
7.9
13.4
8.3
10.4
3.3
8.1
8.1
11.5
7.9
8.0
10.2
3.6
7.8
10.5
13.1
7.3
14.2
7.6
5.0
15.6
8.1
7.3 7.7
14.6
14.2
8.4
17.1
7.0
17.7
8.0
18.4
18.5
21.5
10.9 11.0
9.4
10.7
10.6
11.6
10.0
9.4 9.1
12.0
12.9
12.6
12.7
12.9
13.7
2.5
1.8
9.1 10.6
OHIO DR. SW
OHIO DR. SW
WEST POTOMAC
PARK - NORTH
1.81.7
1.8
1.9 1.0
1.1 1.5
1.4
1.9
2.0 2.1
2.0
1.8
2.1
1.8
1.9 1.6
1.5 1.4 1.5
1.5
1.2 1.4
1.1
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C10.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C10.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 10
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 10
STA WPP 3040+09.24 TO STA WPP 3045+03.19
DEMO CONCRETE WALL AND
EMBEDDED STONE
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
M
AT
C H
LI
N
E, S
EE
C
.3
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
AutoCAD SHX Text M
AutoCAD SHX Text A
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WPP-B-01
WPP-CPT-01
W
PP
6+
.9
W
PP
6+
5.4
3.4 5.6
3.1 5.45.4
3.9
3.8
4.4
4.5
4.7
4.5
4.7
19.3
7.1 7.2
7.9
7.5
7.3 7.27.4
7.2
7.3
7.3
7.5 25.8
5.0
7.1
6.3
2.3 6.66.0
7.0
7.6
7.06.9
9.8
4.8
7.1
AR
LI
NG
TO
N M
EM
O
RI
AL
B
RI
DG
E
WEST POTOMAC
PARK - NORTH
3.1 3.1
2.7 2.2 2.3
1.7
1.9
3.9
3.8 3.8
3.9
3.8
3.9 3.9
4.0 3.9
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C11.3
177531
20 0 20 40
SCALE OF FEET
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
C11.3 C00.3
ENLARGED EXISTING & DEMOLITION PLAN 11
1" = 20'
WEST POTOMAC PARK
ENLARGED EXISTING &
DEMOLITION PLAN 11
STA WPP 3045+03.19 TO STA WPP 3046+72.97
DEMO CONCRETE WALL AND
EMBEDDED STONE
2.1
LEGEND:
SPOT ELEVATION (2022 SURVEY)
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
2.1 SPOT ELEVATION (2020 LiDAR)
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C01.3
C02.3C03.3C04.3C05.3C06.3C07.3C08.3C09.3C10.3C11.3
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
2. CONTRACTOR TO INVENTORY AND SUBMIT LOG OF
APPURTENANCES INCLUDING BUT NOT LIMITED TO
TRASH CANS, BIKE RACKS, SCOOTER RACKS,
HANDRAIL, GUARDRAIL, GUARD POSTS, SIGNS, AND
BENCHES PRIOR TO REMOVING. APPURTENANCES
SHALL BE REMOVED, STORED, CLEANED AND
REPLACED IN ORIGINAL LOCATION AFTER
CONSTRUCTION IS COMPLETE.
3. PRIOR TO CONSTRUCTION STAGING OR SITE WORK
PERFORMED, CONTRACTOR SHALL LOCATE,
INVENTORY AND PROTECT, MAINTAINING FUNCTION
AT ALL TIMES OF THE HANDHOLE BOXES AND
SECURITY FIBER OPTIC LINES FOR THE DURATION
OF THE PROJECT. COORDINATE WITH USPP FOR
GENERAL LOCATIONS OF THE LINES AND
HANDHOLE BOXES.
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text K
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text J
AutoCAD SHX Text R.
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text A
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3000+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3002+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3004+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3006+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3008+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3010+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3012+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3014+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3001+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3003+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3005+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3007+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3009+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3011+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3013+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3015+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C12.3
177531WEST POTOMAC PARK
EXISTING SEAWALL
CROSS SECTIONS 1
WEST POTOMAC PARK
ALIGNMENT, TYP
SCALE OF FEET
50050
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
10 0 10 20
SCALE OF FEET
EXISTING GRADE
WEST POTOMAC PARK
ALIGNMENT, TYP
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WPP 3000+50 WPP 3001+00 WPP 3002+00 WPP 3003+00
WPP 3004+00 WPP 3005+00 WPP 3006+00 WPP 3007+00
WPP 3008+00 WPP 3009+00 WPP 3010+00 WPP 3011+00
WPP 3012+00 WPP 3013+00 WPP 3014+00 WPP 3015+00
WATER EL VARIES
+1.77' MHHW
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WATER EL VARIES
+1.77' MHHW
TOP OF EXISTING
SEAWALL
AT
IO
N , F
T (N
AV
D
'8 8)
3016+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3018+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3020+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3022+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3024+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3026+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3028+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3030+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3017+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3021+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3023+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3025+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3027+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3029+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3031+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3019+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C13.3
177531WEST POTOMAC PARK
EXISTING SEAWALL
CROSS SECTIONS 2
SCALE OF FEET
50050
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
10 0 10 20
SCALE OF FEET
EXISTING GRADE
WEST POTOMAC PARK
ALIGNMENT, TYP
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WEST POTOMAC PARK
ALIGNMENT, TYP
TOP OF EXISTING
SEAWALL
WPP 3016+00 WPP 3017+00 WPP 3018+00 WPP 3019+00
WPP 3020+00 WPP 3021+00 WPP 3022+00 WPP 3023+00
WPP 3024+00 WPP 3025+00 WPP 3026+00 WPP 3027+00
WPP 3028+00 WPP 3029+00 WPP 3030+00 WPP 3031+00
WATER EL VARIES
+1.77' MHHW
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
AT
IO
N , F
T (N
AV
D
'8 8)
3032+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3034+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3036+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3038+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3040+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3042+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3044+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3046+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3033+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3035+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3037+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3039+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3041+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3043+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
EL
EV
AT
IO
N , F
T (N
AV
D
'8 8)
3045+00
-20
-10
-20
-10
0 50 100 1500-50-100-150
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C14.3
177531WEST POTOMAC PARK
EXISTING SEAWALL
CROSS SECTIONS 3
SCALE OF FEET
50050
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
10 0 10 20
SCALE OF FEET
EXISTING GRADE
WEST POTOMAC PARK
ALIGNMENT, TYP
TOP OF EXISTING
SEAWALL
EXISTING GRADE
WEST POTOMAC PARK
ALIGNMENT, TYP
TOP OF EXISTING
SEAWALL
WPP 3032+00 WPP 3033+00 WPP 3034+00 WPP 3035+00
WPP 3036+00 WPP 3037+00 WPP 3038+00 WPP 3039+00
WPP 3040+00 WPP 3041+00 WPP 3042+00 WPP 3043+00
WPP 3044+00 WPP 3045+00 WPP 3046+00
WATER EL VARIES
+1.77' MHHW
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
EXISTING GRADE
TOP OF EXISTING
SEAWALL
WATER EL VARIES
+1.77' MHHW
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C15.3
177531WEST POTOMAC PARK
EXISTING SEAWALL
TYPICAL SECTIONS
2 0 2
SCALE OF FEET
A C09.3
CROSS SECTION -
EXISTING WALL (WEST POTOMAC - NORTH)
1/2" = 1'-0"
B C02.3
CROSS SECTION -
EXISTING WALL (WEST POTOMAC - SOUTH)
1/2" = 1'-0"
C C05.3
CROSS SECTION -
EXISTING WALL (WEST POTOMAC - SOUTH)
1/2" = 1'-0"
EL +1.77' MHHW
0.0 NAVD'88
EL -1.40' MLLW
EXISTING
GRADE
DEMO
CONCRETE
WALL AND
EMBEDDED
STONE
EL +1.77' MHHW
0.0 NAVD'88
EL -1.40' MLLW
EXISTING
GRADE
SALVAGE AND
STORE RIPRAP
EL +1.77' MHHW
0.0 NAVD'88
EL -1.40' MLLW
EXISTING
GRADE
STA WPP 3000+00 TO STA WPP 3002+40
STA WPP 3024+40 TO STA WPP 3046+72
STA WPP 3002+40 TO STA WPP 3024+40
3'-0" (REF)
EL -0.83'
SALVAGE AND
STORE STONES
TO ELEVATION -0.83'
VARIES
(SEE PLAN)
VARIES
(SEE PLAN)
FIELD VERIFY
EL -0.83'
VARIES 0' TO 25' VARIES
(SEE PLAN)
SALVAGE AND
STORE RIPRAP
SOME PORTIONS
OF STONE WALL IS
COLLAPSED
SALVAGE AND
STORE STONES
TO ELEVATION -0.83'
NOTES:
1. WHAT IS INDICATED BY THE DASHED LINE WAS AN UNKNOWN HARD STRUCTURE GENERALLY SHAPED AS SHOWN.
IT WAS REVEALED IN SEPTEMBER 2022, DURING AN EXCAVATION AT STATION WPP 3039+57 APPROXIMATELY.
REFER TO APPENDIX H OF THE BASIS OF DESIGN REPORT FOR THE MEMO "TEST PIT FIELD REPORT", DATED
11/23/22, FOR ADDITIONAL INFORMATION.
2. VERTICAL DATUM FOR THIS PROJECT IS NAVD'88.
REFER TO
NOTE 1 BELOW
±1'-6" ±5'-0"
±10'-0"
SALVAGE AND
STORE RIPRAP
±6 '-6
±0
'-4
±1 2'
-0
7 -5
-9 -8
-10
-11
-12
-13
-14
-13
-12
-11
-4
INLET BRIDGE
WEST POTOMAC PARK
BALLFIELD #2
OHIO
D
R. S W
TB-W 2000+00
TB
-W
+0
TB
-W
+0
WPP 3000+00
WPP 3001+00
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C16.3
177531
20 0 20 40
SCALE OF FEET
FACE OF PROPOSED WALL
KEY MAP
POTOMAC RIVER
MATCHLINE, SEE C17.3
WEST POTOMAC PARK
ENLARGED PROPOSED GRADING
& DRAINAGE PLAN 1
STA WPP 3000+00 TO STA WPP 3001+42.03
C16.3 C00.3
ENLARGED PROPOSED GRADING & DRAINAGE PLAN 1
1" = 20'
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
90" DIA RCP FORCE MAIN
66" DIA RCP FORCE MAIN
LEGEND:
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
C16.3
C17.3C18.3C19.3C20.3C21.3C22.3C23.3C24.3C25.3C26.3
96" DIA RCP FORCE MAIN
72" DIA RCP FORCE MAIN
96"x90"
REDUCER
72"x66"
REDUCER
LIMIT OF GRADING
2% SLOPE
3.9% MAX SLOPE
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-5
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OHIO DR. SW
WPP 3002+00
W
PP
3+
W
PP
4+
W
PP
5+
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
NATIONAL MALL AND MEMORIAL PARKSFEB 2023
RVS
OAS
SAM
318722
C17.3
177531
20 0 20 40
SCALE OF FEET
FACE OF PROPOSED WALL
KEY MAP
POTOMAC RIVER
M
AT
C H
LI
N
E, S
EE
C
.3
MATCHLINE, SEE C16.3
WEST POTOMAC PARK
ENLARGED PROPOSED GRADING
& DRAINAGE PLAN 2
STA WPP 3001+42.03 TO STA WPP 3005+59.00
C17.3 C00.3
ENLARGED PROPOSED GRADING & DRAINAGE PLAN 2
1" = 20'
LEGEND:
LIGHT POLE
MW MONITORING WELL
STORM GRATE INLET
E ELECTRIC MANHOLE
CATCH BASIN
EXISTING MONUMENT
MANHOLE
MANHOLECONCRETE AND WOOD BENCH
NOTES:
1. FULL DISPOSITION OF VEGETATION AND TREES
CAN BE FOUND IN LANDSCAPE DRAWINGS.
C16.3
C17.3C18.3C19.3C20.3C21.3C22.3C23.3C24.3C25.3C26.3
LIMIT OF GRADING
2% SLOPE
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