10B0011-DWGS-2.pdf
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| 10B0011 A001-Dwgs-1.pdf | ||
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US Army Corps of Engineers
U .S
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S o u th
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SCALE: 1"=30’
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F R
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LB
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TO BEL AIR ST.
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N ,3
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R=30’
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OFF. 12.26’
BEGIN ROADWAY TAPER
R=15’
R=25’
STA. 304+00.00 RARITAN AVE.
STA. 513+04.25 FRANKFORD ST.=
307+00
34.9’ 12’
PEDESTRIAN RAMP
STD. NO. MD. 655.11
& MD 655.40
PEDESTRIAN RAMP
STD. NO. MD. 655.11
& MD 655.40
.2
12’29’
PARKING
12’12’29’
PARKING
MATCH EXISTING
SIDEWALK
STA. 515+41.30
OFF. 45.28’ LT.
SOUTHBOUND FRANKFORD SIDEWALK
STATION
45.28’515+41.25 50.05
OFFSET ELEVATION
46.13’515+50.16 50.24
50.93’516+00.00 51.30
54.91’516+50.00 52.48
58.88’517+00.00 53.38
60.20’517+16.81
60.59’517+21.72
61.77’515+41.25 54.32
MATCH TOP OF
RAIL ELEVATION
MATCH TOP OF
RAIL ELEVATION
.1
12’12.26’
10’
4’
+71.50
10’
BEGIN ROADWAY TAPER
STA. 516+00.00
OFF. 36.00’ LT.
DRAINAGE ARROW
FILL
CUT
FULL DEPTH CONSTRUCTION
REMOVE EXISTING PAVEMENT
CONCRETE SIDEWALK
OVERLAY / WEDGE & LEVEL CONSTRUCTION
RIPRAP OUTLET PROTECTION
LEGEND
MATCHLINE STA. 511+00 - SEE SHEET CP-5
CP-4
MATCHLINE STA. 516+00 - SEE SHEET CP-1
6’ CONCRETE SIDEWALK
(SEE TABLE THIS SHT.)
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D A T E
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US Army Corps of Engineers
U .S
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A B
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Philadelphia District
S o u th
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TYPE A COMBINATION CURB AND GUTTER
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FRANKFORD ST.-STA. 504+99, 60.92’ LT. TO STA. 505+00, 36.00’ LT
FRANKFORD ST.-STA. 502+03, 44.57’ LT. TO STA. 504+75, 61.06’ LT
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6’ CONCRETE
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PEDESTRIAN RAMP
STD. NO. MD. 655.11
PEDESTRIAN RAMP
STD. NO. MD. 655.11
17’43’
TIE INTO
EX. CURB
P.C. STA. 504+74.67
OFF. 54.03’ LT.
P.T. STA. 504+98.84
OFF. 53.97’ LT.
14’
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P.C. STA. 505+08.84
OFF. 44.0’ LT.
P.T. STA. 504+64.67
OFF. 44.0’ LT.
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P.C. STA. 502+06.72
OFF. 44.0’ LT.
8" TYPE A COMB.
CURB & GUTTER
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CP-6
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RIPRAP OUTLET PROTECTION
LEGEND
SHOULDER RECONSTRUCTION
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D A T E
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US Army Corps of Engineers
U .S
A R
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N G
IN
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TIE INTO
EXISTING
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12’ 12’
12’ 12’
12’ 12’
PEDESTRIAN RAMP
STD. NO. MD. 655.11
PEDESTRIAN RAMP
STD. NO. MD. 655.11
END ROADWAY TAPER
STA. 619+16.79
OFF. 24.0’ LT.
STA. 617+16.73
OFF. 12.0’ LT.
+54.57
STATION ELEVATION
2 FOOT FLAT BOTTOM DITCH
617+00
617+50
618+00
618+50
619+00
18.5’ LT
24.1’ LT
27.5’ LT
31.0’ LT
34.0’ LT
38.1
38.6
39.1
39.6
40.1
* OFFSET TO CENTERLINE OF THE DITCH
OFFSET *
BEL AIR STREET
24’ 12’
DRAINAGE ARROW
FILL
CUT
FULL DEPTH CONSTRUCTION
REMOVE EXISTING PAVEMENT
CONCRETE SIDEWALK
OVERLAY / WEDGE & LEVEL CONSTRUCTION
RIPRAP OUTLET PROTECTION
LEGEND
+30.50
MATCHLINE STA. 619+25 - SEE SHEET CP-3
MATCHLINE STA.614+25 - SEE SHEET CP-8
CP-7
STATION
27.88616+97.58 39.39
OFFSET ELEVATION
31.04617+50.00 40.16
34.04618+00.00 40.65
37.04 41.14
40.04619+00.00 41.64
54.00620+21.15
54.00620+16.46
54.00620+44.23 44.52
MATCH TOP OF
RAIL ELEVATION
MATCH TOP OF
RAIL ELEVATION
SOUTHBOUND BEL AIR SIDEWALK
618+50.00
40.94619+15.28 41.82
42.03619+47.78 42.90
54.00619+81.82 44.00
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SHEET
IDENTIFICATION
D A T E
A P P
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US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
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R S
A B
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D E
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A B
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D E E
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M A
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A N
S I D
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Philadelphia District
S o u th
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SCALE: 1"=30’
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LIMIT OF WORK
SUSQUEHANNA AVENUE
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LIMIT OF WORK
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STA. 213+93.98 SUSQUEHANNA AVE.
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.7
.7
.7
.7
12’
12’ 12’
12’ 12’
PEDESTRIAN RAMP
STD. NO. MD. 655.11
PEDESTRIAN RAMP
STD. NO. MD. 655.11
PEDESTRIAN RAMP
STD. NO. MD. 655.11
DRAINAGE ARROW
FILL
CUT
FULL DEPTH CONSTRUCTION
REMOVE EXISTING PAVEMENT
CONCRETE SIDEWALK
OVERLAY / WEDGE & LEVEL CONSTRUCTION
RIPRAP OUTLET PROTECTION
LEGEND
CP-8
MATCHLINE STA. 609+00 - SEE SHEET CP-9
MATCHLINE STA. 614+25 - SEE SHEET CP-7
M A
T C
H L
IN
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S
T A . 2
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S
H E
PEDESTRIAN RAMP
STD. NO. MD. 655.11
E .G p H
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IDENTIFICATION
D A T E
A P P
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US Army Corps of Engineers
U .S
A R
M Y
C
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E
N G
IN
E E
R S
A B
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D E
O V
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A B
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D E E
N
M A
R Y L A
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A N
S I D
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Philadelphia District
S o u th
C h a rl e s
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M a ry la n d x
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40’40’
40’35’
M A
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S
T A . 2
SUSQUEHANNA AVENUE
12’ 12’
12’ 12’
12’ 12’
12’ 12’
PEDESTRIAN RAMP
STD. NO. MD. 655.11
PEDESTRIAN RAMP
STD. NO. MD. 655.11
DRAINAGE ARROW
FILL
CUT
FULL DEPTH CONSTRUCTION
REMOVE EXISTING PAVEMENT
CONCRETE SIDEWALK
OVERLAY / WEDGE & LEVEL CONSTRUCTION
RIPRAP OUTLET PROTECTION
LEGEND
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IDENTIFICATION
D A T E
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US Army Corps of Engineers
U .S
A R
M Y
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IN
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Philadelphia District
S o u th
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T A . 13
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P I S
T A . 13
.3
P O
B
S
T A . 12
.9
1+
POB STA. 499+50.00
PT STA. 134+22.56
S
S
E
W V
W V
W V
S
W V
R
S
E
G V
W
W W
S S
S S
S S
S S
S S
S S
W V
S
S
E
W V
W V
W V
S
W V
R
G V
Q
L D
EOI
GV (QL"D")
W V
CB
DEX. 18" RCP
(CONSTRUCTED BY OTHERS)
E X
P
C
O N S T
R U
C T
H E
R S
I
EP
EP
"R
C P
REMOVE EX. MANHOLE
AND EX. PIPES
I 12"RCP7
MH
1"
R O
A D
W A
Y
P L A
N
CP-10
30’ 0 30’ 60’
SCALE: 1"=30’
N
F R
A N
K F
O
R
E E T
TO BEL AIR ST.
LB
C
ONST
RUCTIO
N
BOOTH
BY
HIL
L A
VE
NUE
S Q
U E
H A
N
E
N ,3
,2
E
N ,3
,0
E
R=25’
LIMIT OF WORK
BOOTHBY HILL AVENUE
TO
DARL
INGTO
N
ST
WORK BY OTHERS
WORK BY OTHERS
LIMIT OF WORK
FRANKFORD STREET
STA. 499+89.00
STA. 500+00.00 FRANKFORD ST.=
STA. 134+67.53 BOOTHBY HILL AVE.
R=10’
STA. 134+00
17’43’
17’43’
6’ CONCRETE
SIDEWALK
6’ CONCRETE
SIDEWALK
PT STA. 134+22.56
.3
.2
PEDESTRIAN RAMP
STD. NO. MD. 655.12
& MD 655.40
TIE INTO
EX. CURB 14’
PEDESTRIAN RAMP
STD. NO. MD. 655.11
PEDESTRIAN
RAMP STD. NO.
MD. 655.13
& MD 655.40
P.T. STA. 500+15.73
OFF. 67.29’ LT.
BOOTHBY HILL AVE.
P.C. STA. 500+39.71
OFF. 44.01’ LT.
14’
PEDESTRIAN RAMP
STD. NO. MD. 655.11
P.T. STA. 501+96.72
OFF. 54.0’ LT.
R=10’
MATCH EXISTING
SIDEWALK
STA. 500+44.62
OFF. 22.30’ RT.
R=20’
DRAINAGE ARROW
FILL
CUT
FULL DEPTH CONSTRUCTION
REMOVE EXISTING PAVEMENT
CONCRETE SIDEWALK
OVERLAY / WEDGE & LEVEL CONSTRUCTION
RIPRAP OUTLET PROTECTION
LEGEND
M A
T C
H L
IN
E
S
T A . 13
S
E E
S
H E
MATCHLINE STA. 502+00 - SEE SHEET CP-6
GRASS
BUFFER
P.C. STA. 501+72.71
OFF. 53.98’ LT.
P.T. STA. 501+62.71
OFF. 44.0’ LT.
N ,3
,5
E
E .G p H
D P
C
IS
R .d g n
B CONSTRUCTION FRANKFORD ST.
L
5’
SHOULDER RECONSTRUCTION
L
IC
IT
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F
M E
D
C
D E S
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N
D E S
C R
IP
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M A
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N
C O
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A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
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E
N G
IN
E E
R S
A B
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D E
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Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
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M a ry la n d x
J a c o b s
E n g in e e ri u p
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P H
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T R
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W A
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P R
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S .M
1-
1-
S .L .M
C .A .C
C
IS
R
P
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II
W
B U B
136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00
W V
S S
W V
W V
W V
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S
S
W V
W V
G V
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TE
A M M
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S S
M H
SSMH SSMH SSMH
W V
W V
(DATFI)
(DATFI)
W V
S S
W V
W V
W V
S
S
S
W V
(EMPTY)
(EMPTY)
(EMPTY) (EMPTY)
(EMPTY)
G
V(QL"D")
(EMPTY)
W V
Q
L D
Q
L D
Q
L D
(Q L"
D
EOI
GV
(QL"D")
EOI E
W V
W V
1"
R O
A D
W A
Y
P L A
N
CP-11
30’ 0 30’ 60’
SCALE: 1"=30’
N
TO BEL AIR ST.
BOOTHBY HILL AVENUE
LB CONSTRUCTION BOOTHBY HILL AVENUE
N ,3
,0
E
N ,3
,7
E
N ,3
,2
E
TO FRANKFORD ST.
M A
T C
H L
IN
E
S
T A . 13
S
E E
S
H E
.5
DRAINAGE ARROW
FILL
CUT
FULL DEPTH CONSTRUCTION
REMOVE EXISTING PAVEMENT
CONCRETE SIDEWALK
OVERLAY / WEDGE & LEVEL CONSTRUCTION
RIPRAP OUTLET PROTECTION
LEGEND
M A
T C
H L
IN
E
S
T A . 14
S
E E
S
H E p
D P
C
IS
R .d g n
E .G
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| 023_CP-10 |
| 024_CP-11 |
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