10B0011 A001-Dwgs-1.pdf

PDF 33 MB Posted Jul 23, 2010

Attached to: Roadway Improvements, Aberdeen Proving Ground, MD
Solicitation number: W912BU10B0011
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Amend 0001 - DWG FILE 1

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File	Type	Posted
10B0011-SPECS-AM2.PDF	PDF	Aug 2, 2010
10B0011 A001 Dwgs-4.pdf	PDF	Jul 23, 2010
10B0011 A001-Dwgs-3.pdf	PDF	Jul 23, 2010
10B0011 A001-SPECS.PDF	PDF	Jul 23, 2010
10B0011 A001 Dwgs-5.pdf	PDF	Jul 23, 2010
10B0011 A001-Dwgs-2.pdf	PDF	Jul 23, 2010
10B0011-DWGS-4.pdf	PDF	Jul 1, 2010
10B0011-DWGS-5.pdf	PDF	Jul 1, 2010
Site Visit Directions.pdf	PDF	Jul 1, 2010
10B0011-DWGS-2.pdf	PDF	Jul 1, 2010
RFI Example.xls	XLS spreadsheet	Jul 1, 2010
10B0011-DWGS-6.pdf	PDF	Jul 1, 2010
10B0011-DWGS-8.pdf	PDF	Jul 1, 2010
10B0011-SPECS.PDF	PDF	Jul 1, 2010
10B0011-DWGS-7.pdf	PDF	Jul 1, 2010
10B0011-DWGS-3.pdf	PDF	Jul 1, 2010
10B0011-DWGS-1.pdf	PDF	Jul 1, 2010

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G-2

N /A

C .A .C

SHEET TITLE

G-1

G-2

G-3

G-4

G-5

G-6

G-7

C-1

C-2

C-3

C-4

C-5

C-6

CP-1

CP-2

CP-3

CP-4

CP-5

CP-6

CP-7

CP-8

CP-9

CP-10

CP-11

CP-12

CP-13

CP-14

CP-15

CP-16

CP-17

CP-18

CP-19

CP-20

CP-21

CP-22

CP-23

CP-24

CP-25

CP-26

CP-27

CP-28

CP-29

CP-30

CP-31

CP-32

CP-33

CP-34

CP-35

CP-36

CP-37

CP-38

CP-39

CP-40

CP-41

CP-42

CP-43

CP-44

CP-45

CP-46

CP-47

CP-48

CP-49

CP-50

CP-51

CP-52

CP-53

CP-54

CP-55

CP-56

CP-57

CP-58

CP-59

CP-60

CP-61

CP-62

CP-63

CP-64

CP-65

CP-66

CP-67

CP-68

CP-69

CP-70

CP-71

CP-72

CP-73

CP-74

CP-75

CP-76

CP-77

CP-78

CP-79

CP-80

CP-81

CP-82

CP-83

CP-84

CP-85

CP-86

CP-87

CP-88

CP-89

TITLE SHEET

GENERAL NOTES AND ABBREVIATIONS

EXISTING LAYOUT PLAN

GENERAL LAYOUT PLAN

GEOMETRIC LAYOUT & SURVEY DATA PLAN

INDEX OF SHEETS

TYPICAL SECTIONS

UNDERDRAIN SUMMARY

STANDARD DETAILS

ROADWAY PLAN

ROADWAY PROFILES - ABERDEEN BOULEVARD

ROADWAY PROFILES - FRANKFORD STREET

ROADWAY DETAILS - ABERDEEN BOULEVARD AT FRANKFORD STREET

ROADWAY DETAILS - ABERDEEN BOULEVARD AT BEL AIR STREET

ROADWAY DETAILS - FRANKFORD STREET AT SUSQUEHANNA AVENUE

ROADWAY DETAILS - FRANKFORD STREET AT BOOTHBY HILL AVENUE

ROADWAY DETAILS - DRIVEWAY AT FRANKFORD STREET STA 504+90

ROADWAY DETAILS - ABERDEEN BOULEVARD AT BEL AIR STREET

ROADWAY DETAILS - DRIVEWAY AT FRANKFORD STREET STA 501+80

TRAFFIC CONTROL PLANS

SIGNING & STRIPING PLAN

FRANKFORD STREET AT ABERDEEN BOULEVARD - TRAFFIC SIGNALIZATION PLAN

BEL AIR STREET AT ABERDEEN BOULEVARD - TRAFFIC SIGNALIZATION PLAN

FRANKFORD STREET AT BOOTHBY HILL AVENUE - TRAFFIC SIGNALIZATION PLAN

FRANKFORD STREET AT SUSQUEHANNA AVE. - TRAFFIC SIGNALIZATION PLAN

BOOTHBY HILL AVENUE AT COMBAT DRIVE - TRAFFIC SIGNALIZATION PLAN

MARYLAND BOULEVARD AT ABERDEEN BOULEVARD - TRAFFIC SIGNALIZATION PLAN

ABERDEEN CROSS SECTIONS

FRANKFORD CROSS SECTIONS

CP-90

CP-91

CP-92

CP-93

CP-94

CP-95

CP-96

CP-97

CP-98

CP-99

CP-100

CP-101

CP-102

CP-103

CP-104

CP-105

CP-106

CP-107

CP-108

CP-109

CP-110

CP-111

CP-112

CP-113

CP-114

CP-115

CP-116

CP-117

CP-118

CP-119

CP-120

CP-121

CP-122

CP-123

CP-124

CP-125

CP-126

CP-127

CP-128

CP-129

CP-130

CP-131

CP-132

CP-133

CP-134

ROADWAY DETAILS

FRANKFORD CROSS SECTIONS

BEL AIR CROSS SECTIONS

SUSQUEHANNA CROSS SECTIONS

BOOTHBY CROSS SECTIONS

MARYLAND CROSS SECTIONS

ABERDEEN BLVD. WEST CROSS SECTIONS

CG-1

CG-2

CG-3

CG-4

CG-5

CG-6

CG-7

CG-8

CG-9

CG-10

CG-11

CG-12

CG-13

CG-14

CG-15

CG-16

CG-17

CG-18

CG-19

CG-20

CG-21

DRAINAGE PIPE PROFILE

DRAINAGE STRUCTURE SCHEDULE

DRAINAGE STRUCTURE DETAILS

EROSION AND SEDIMENT CONTROL NOTES

EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL PLAN

SHEET

NUMBER

SHEET

IDENTIFICATION SHEET TITLE

SHEET

NUMBER

SHEET

IDENTIFICATION SHEET TITLE

SHEET

NUMBER

SHEET

IDENTIFICATION

INDEX OF SHEETS

E X

O F

H E E T S p G

N N 1.

R .d g n

CP-60.1 INTERCONNECT CABLE PLAN

CU-1

CU-2

CU-3

CU-4

CU-5

UTILITY RELOCATION PLAN

CU-6 UTILITY RELOCATION PLAN

EROSION AND SEDIMENT CONTROL PLAN

EROSION AND SEDIMENT CONTROL PLANCG-30

CG-29

CG-28

CG-27

CG-26

CG-25

CG-24

CG-23

CG-22

CP-135

CP-136

CP-137

CP-138

CP-139

CP-140

CP-141

SIDEWALK INTEGRATION PLAN

SIDEWALK INTEGRATION LAYOUT PLAN

CP-142 SIDEWALK INTEGRATION PLAN

CG-31 EROSION AND SEDIMENT CONTROL PLAN

EROSION AND SEDIMENT CONTROL DETAILSCG-6.1

CP-60.2 ABERDEEN BOULEVARD AT RARITAN AVENUE - TRAFFIC SIGNALIZATION PLAN

A D

S H

E E T S

D E L E T

E E T S a a a a

CG-30

CG-29

CG-28

CG-27

CG-26

CG-25

CG-31

STORMWATER MANAGEMENT PLAN

CG-32

CG-33

CG-34

CG-35

CG-36

CG-37

CG-38

CG-39

CG-40

CG-41

STORMWATER MANAGEMENT PLAN

S O

A T

M E

B Y

C K

D E S

C R

2 3

4 5

M A

R K

A P P

D A T E

D R

A W

M B

E R

S U

B M

P L O

C A L E

P L

T E

D A T E

M A

R K

D E S

C R

C O

N T R

A C

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R P

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

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

B a lt im o re

M a ry la n d a x

J a c o b s

E n g in e e ri n g ro u p

In c

P H

A D

E L P

T R

P H

A D

E L P

P E

N N

S Y L V

A N

R O

A D

W A

P R

O V E

M E

N T S

S .M

S .L .M

C .A .C

H A S E

B U B

ABBREVIATIONS

A.D.T.

AHD.

AVG.

AVERAGE DAILY TRAFFIC

AHEAD

AVERAGE

F.A.P.

F.H.

GA.

GAR.

G & E

FIRE HYDRANT

GAUGE

GARAGE

GAS & ELECTRIC

GROUND

F FILL

FNDN FOUNDATION

F.M.

FT. FEET

FORCE MAIN

D.G.T.

D.H.V.

D.I.

DIA.

D.S.

DRAIN

DOUBLEDBL.

DEGREE OF CURVE

DOUBLE GRATE TANDEM

DESIGN HOURLY VOLUME

DROP INLET

DIAMETER

DESIGN SPEED

CIR.

C.I.P.

CL.

C.M.P.

CIRCULAR

CENTER LINE

CORRUGATED METAL PIPE

CAT.

C CUT

CATENARY

COMB.

CONC.

CONN.

CONSTR.

C & P

COR.

CORR.

COS

COMBINATION

CONCRETE

CONNECTOR, CONNECTION

CONSTRUCTION

CORNER

CORRECTION

C.M.P.A.

B.C.C.M.P.

BK.

BLVD.

B.M.

BR.

BACK

BOULEVARD

BENCH MARK

BRICK

IN.

INV.

LB.

L.F.

LONG.

L.S.

LT.

MAC.

MAX.

MD.

M.H.

MIN.

M.P.H.

N.C.

NO.

P.O.I.

P.O.T.

P.V.T.

P/R

INCH

INVERT

INFILTRATION TRENCH

LENGTH

POUND

LONGITUDINAL

PROFILE LOW POINT

LUMP SUM

LEFT

MACADAM

MAXIMUM

MARYLAND

MINIMUM

MILES PER HOUR

NORTH

NORMAL CROWN

NUMBER

P.T.

P.V.C.C.

P.V.C.

P.T.T.

P.V.I.

P.V.T.

PROP.

PER TREATED TON

PROPOSED

P.I. POINT OF INTERSECTION

P.C.

P/C

P.C.C.

PERF.

P/GE

PGL

P/GL

PERFORATED

OFFSET

O.E.G. OPEN END GRATE

N.B.L.

LINEAR FEET

L.P.

MANHOLE

ELEVATION

ELECTRIC

EXISTING

EACH

ELECTRIC CONDUIT

ENTRANCE

EL., ELEV.

ELEC.

ENTR.

EX., EXIST.

EA.

ELEC. COND.

PROFILE HIGHPOINT

HOUR

HEAD LIGHT SIGHT DISTANCE

HEADWALL

HIGHWAY

HYDRANT

HORIZONTALHOR.

H.P.

HR.

HWY.

HYD.

RADIUS

REMOVE CROWN

REINFORCED CONCRETE PIPE

REINFORCED CEMENT CONCRETE PIPE

REINFORCED CONCRETE SEWER PIPE

R.C.

R.C.P.

R.C.C.P.

R.C.S.P.

R.C.C.E.P.

UP UTILITY POLE

VC VERTICAL CURVE

VERT. VERTICAL

WATER

VSCD VEGETATED SWALE CHECK DAM

UNDERDRAIN

SAN., S.

S.B.

S.B.D.

SOUTH

SANITARY

STRAW BALE

STRAW BALE DIKE

SBSC

SBST

RD. ROAD

ROUNDING

R/R

RT.

RTE.

RAILROAD

RIGHT

ROUTE

RP RAMP

TST TEMPORARY SEDIMENT TRAP

TSOS TEMPORARY STONE OUTLET STRUCTURE

TR. TREE

TSD TEMPORARY SLOPE DRAIN

TL TRAVERSE LINE

T. TANGENT

TELEPHONE

T.G. TOP OF GRATE

SURFACE DRAIN DITCH

SUPERELEVATION

SEDIMENT

SQUARE FEET

STATE HIGHWAY ADMINISTRATION

SHOULDER

SHEET

STATION

STANDARD

SQUARE

SQUARE YARD

STORMWATER MANAGEMENT AREA

SDD

SED.

S.F.

S.H.A.

SHLD

SHT

STA.

STD.

SQ.

SSD

S.Y.

ST.

SWMA

WM WATER METER

WV WATER VALVE

X-SECTION CROSS - SECTION

STOPPING SIGHT DISTANCE

H.L.S.D.

CONSTRUCTION. ANY CONFLICTS CONCERNING THE CONSTRUCTION AROUND

THE CONTRACTOR AND THE FIELD ENGINEER.

THAT WILL INSURE THE LEAST PRACTICABLE OBSTRUCTION TO TRAFFIC AND

BE CONSISTENT WITH SAFETY.

MEET CONDITIONS ENCOUNTERED DURING INSTALLATION OF DRAINAGE

STRUCTURES, EXCEPT STORMWATER MANAGEMENT FACILITIES.

CONSTRUCTION SHALL BE ADJUSTED TO FINISH GRADE.

B/C BOTTOM OF CURB

C.A.T.

EW ENDWALL

F.C. FIELD CONNECTION

PC PIPE CONNECTION

COG

RNG., R

SAW CUT

SLOPE TREATMENT

CRASH-CUSHION ATTENUATING TERMINAL

CURB INLET ON GRADE

CURB INLET ON SUMP

C.Y. CUBIC YARDS

CS CONTROL STRUCTURE

I INLET

R/W RIGHT OF WAY

RW RETAINING WALL

S STRUCTURE

SF SILT FENCE

WB WETLAND BUFFER

END SECTION

CONTR. CONTRACT

BGE BALTIMORE GAS AND ELECTRIC

PT. POINT

S.B.L.

STREET

S/W SIDEWALK

TRAVERSE

N.B.R.

S.B.R.

TRAV.

C.C.T.V.

I.T.

CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ELEVATIONS PRIOR TO

THE CONTRACTOR AND OTHERS SHALL PERFORM ALL WORK IN A MANNER

ALL INVERT ELEVATIONS ARE APPROXIMATE AND MAY BE MODIFIED TO

VERIFY PIPE LENGTHS AND LOCATIONS IN THE FIELD BEFORE ORDERING.

CLOSED CIRCUIT TELEVISION

GRADED AGGREGATE BASEGA

SS 4" TOPSOIL AND MODIFIED 12" SUBSOIL

NORTHBOUND ROADWAY

NORTHBOUND LANE(S)

SOUTHBOUND LANE(S)

SOUTHBOUND ROADWAY

EBR EASTBOUND ROADWAY

WESTBOUND ROADWAYWBR

APPROX. APPROXIMATE

A.A.S.H.T.O. AMERICAN ASSOCIATION OF STATE AND

HIGHWAY TRANSPORTATION OFFICIALS

BELL ATLANTICBA

BIT. BITUMINOUS

BITUMINOUS COATED CORRUGATED

METAL PIPE

BASELINE

C.B. CATCH BASIN

C.C.&G. CONCRETE CURB & GUTTER

CEM. CEMENT

C.F. CUBIC FEET

CAST IRON PIPE OR CURB INLET

PROTECTION

C OR C/L

B B/L

CLEAR OR CLASS

CORRUGATED METAL PIPE ARCH

CHESAPEAKE & POTOMAC

D.C., Dc, D

EAST, EXTERNAL

E.P OR E.O.P. EDGE OF PAVEMENT

FEDERAL AID PROJECT

FHWA FEDERAL HIGHWAY ADMINISTRATION

H. & T. HUB AND TACK

HW., HDWL.

LP LIGHT POLE

MDE MARYLAND DEPARTMENT

OF THE ENVIRONMENT

MOD. MODIFIED

N.&.C. NAIL & CAP

N.I.C.

N.T.S.

NOT IN CONTRACT

NOT TO SCALE

PAVT. PAVEMENT

POINT OF CURVATURE

POINT OF CROWN

POINT OF COMPOUND CURVATURE

PROFILE GRADE ELEVATION

PROFILE GRADE LINE

PROFILE GROUND LINE

POINT ON TANGENT

P.R.C.

PREL.

POINT OF REVERSE CURVE

PRELIMINARY

POINT OF VERTICAL TANGENT

POINT OF ROTATION

POINT OF TANGENT

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

REINFORCED CEMENT CONCRETE

ELLIPTICAL PIPE

POINT OF VERTICAL COMPOUND

CURVATURE

R.&.T. ROD AND TACK

STRAW BALE SEDIMENT CONTROL

STRAW BALE SEDIMENT TRAP

SCE STABILIZED CONSTRUCTION ENTRANCE

SIDE DITCH

SSF SUPER SILT FENCE

TC TOP OF CURB

TYP. TYPICAL

TELE., TEL.

U.G. UNDERGROUND

U.S. UNITED STATES

VAR. VARIES

WEST

W/ WITH

W/O WITHOUT

YR. YEAR

PD PAVEMENT DETAIL

P.O.B.

P.O.C. POINT ON CURVE

POINT OF BEGINNING

POINT OF INTERSECTION

ALL EXISTING UTILITY FRAMES, GRATES, AND INLETS WITHIN THE LIMITS OF

HIGH INTENSITY BEACONHIB

GENERAL NOTES

CONTRACTOR IS REQUIRED TO OBTAIN AN ABERDEEN PROVING GROUND

"EXCAVATION PERMIT" PRIOR TO START OF WORK FOR LOCATION

OF ALL GOVERNMENT OWNED UTILITIES.

10.

11.

ALL CURB RADII SHOWN ON PLANS ARE MEASURED TO THE ROADSIDE

FACE OF CURB.

AT EVERY LOCATION WHERE PROPOSED CURB BEGINS OR ENDS, THE

CURB SHALL BE NOSED DOWN OVER A LENGTH OF 8 FEET.

DESIGN VEHICLE USED: SINGLE UNIT TRUCK. NOTE THAT WB-67 TRUCKS ARE

ACCOMMODATED AT THE MARYLAND BLVD/DARLINGTON ST AND

ABERDEEN BLVD/FRANKFORD ST INTERSECTIONS.

HORIZONTAL DATUM IS UTM WGS84 BASED ON EXISTING ABERDEEN PROVING GROUND

CONTROL MONUMENTS. VERTICAL DATUM IS NAVD88 BASED ON EXISTING ABERDEEN

PROVING GROUND CONTROL MONUMENTS.

EXISTING OBSTRUCTIONS PER THESE PLANS SHALL BE RESOLVED BETWEEN

ALL UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE SCHEMATIC ONLY

AND SHOWN FOR APPROXIMATE LOCATIONS ONLY. THERE MAY BE ADDITIONAL UNKNOWN

UTILITIES NOT SHOWN ON THESE PLANS. THE EXACT LOCATIONS OF THE UTILITIES

HAVE NOT BEEN LOCATED. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE

EXACT LOCATION OF THE UTIILTIES INCLUDING UNDERGROUND AND OVERHEAD

UTILITIES AND IDENTIFYING ANY POTENTIAL UTILITY CONFLICT. THE CONTRACTOR

IS RESPONSIBLE FOR PERFORMING TEST PITS TO DETERMINE EXACT LOCATIONS FOR

UTILITIES AND WHERE THEY CAN BE RELOCATED TO AVOID ADDITIONAL CONFLICTS.

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES

DURING CONSTRUCTION ACTIVITIES. NETWORK ENTERPRISE CENTER SHALL BE NOTIFIED

IN ADVANCE TO ANY REMOVAL/ RELOCATION OF COMMUNICATIONS CABLES. ANY UTILITY

WORK RELATED TO COMMUNICATIONS SHALL ADHEAR TO THE ARMY’S INSTALLATION,

INFORMATION, INFRASTRUCTURE AND ARCHITECTURE (I3A).

G-3

N /A

C .A .C p G

N N 1_

R .d g n

G E

N E

R A L

O T

B R

E V

N S

12.

ALL TREES WITH A TRUNK OVER 6" IN DIAMETER SHOULD BE SAVED FOR SALVAGE

BY APG. KTR SHOULD LIMB THOSE TREES AND TAKE SALEABLE TIMER TO APG

SALVAGE LOT TO BE COORDINATED THROUGH USACE WITH APG.

13.

14.

15.

16.

17.

MANUALS AND GUIDELINES TO BE FOLLOWED INCLUDE:

MUTCD

AASHTO

ABERDEEN PROVING GROUND INSTALLATION DESIGN GUIDE

ARMY’S INSTALLATION, INFORMATION, INFRASTRUCTURE AND ARCHITECTURE (I3A)

EM 385-1-1

EXISTING POLES WHICH ARE TO BE RELOCATED/REMOVED ARE TO BE

DELIVERED TO APG, LOCATION TO BE COORDINATED THROUGH

USACE WITH APG.

18.

ADHERENCE TO EM 385-1-1 AND MUTCD FOR TEMPORARY TRAFFIC

CONTROL AND MAINTENANCE OF TRAFFIC WILL BE STRICTLY ENFORCED.

CONTRACTOR SHALL PREPARE MOT PLANS FOR ALL TRAFFIC (VEHICULAR

AND PEDESTRIAN) DISTURBANCES AND GET APPROVAL BY APG THROUGH USACE.

SUBMITTAL SHALL BE PREPARED AS A GA SUBMITTAL AND MUST BE APPROVED BEFORE

BEGINNING OPERATIONS.

ALL MOT MATERIALS AND EQUIPMENT SHALL BE KEPT IN GOOD CONDITION AND PLACED

IN ACCORDANCE WITH MUTCD. BARRELS, CONES, ETC. SHALL BE MAINTAINED ON AN

ONGOING BASIS, AS OPERATIONS REQUIRE.

ALL CONSTRUCTION DEBRIS AND TRASH SHALL BE REMOVED FROM THE JOBSITE ON A

DAILIY BASIS.

A D

T E S a

S O

A T

M E

D E S

C R

2 3

4 5

M A

R K

A P P

D A T E

D R

A W

M B

E R

S U

B M

P L O

C A L E

P L

T E

D A T E

M A

R K

D E S

C R

C O

N T R

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

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

B a lt im o re

M a ry la n d x

J a c o b s

E n g in e e ri u p

In c

P H

A D

E L P

T R

P H

A D

E L P

P E

N N

S Y L V

A N

R O

A D

W A

P R

O V E

M E

N T S

S .M

S .L .M

C .A .C

H A S E

B U B

Y P

A L

S E

C T

N S

TRAVEL LANETRAVEL LANE

EXISTING

GROUND

EXISTING

GROUND

11’

TYPICAL NORMAL CROWN SECTION - BOOTHBY HILL AVE.

NOTES:

PROPOSED 2" GRINDING AND 2" RESURFACING

PROPOSED 2" GRINDING, WEDGE & LEVELING AND 2" RESURFACING

STATION 134+00.00 TO 145+24.19

PROPOSED TYPE A CURB & GUTTER (8 INCH DEPTH, 12 INCH GUTTER PAN), MD SHA STD. NO. 620.02

B CONSTRUCTION BOOTHBY HILL AVE.

VARIES

SHLDR

VARIES

SHLDR

Ex. Ex. Ex. Ex.

11’

LB CONSTRUCTION ABERDEEN BLVD

12’

TRAVEL LANE

12’

TRAVEL LANE

2% 2%

2’

4:1

12’

TRAVEL LANE

12’

TRAVEL LANE

2% 2%

6’ 2’

4:1

P.G.E. , P.G.L. , P.C.

TYPICAL NORMAL CROWN SECTION - ABERDEEN BLVD

STATION 400+00.00 TO 408+95.74

EXISTING

GROUND

EXISTING

GROUND

LB CONSTRUCTION ABERDEEN BLVD

12’

TRAVEL LANE

12’

TRAVEL LANE

2% 2%

12’

TRAVEL LANE

12’

TRAVEL LANE

2%2% 4:1

P.G.E. , P.G.L. , P.C.

TYPICAL NORMAL CROWN SECTION - ABERDEEN BLVD

STATION 408+95.74 TO 423+82.92

EXISTING

GROUND

VARIES

(0’ - 12’)

LEFT TURN

LANE\

PAINTED MEDIAN

EXISTING

GROUND

20’

4:1

FLAT

VARIESVARIES

TRAVEL LANE

EXISTING

GROUND 2%

TRAVEL LANETRAVEL LANE TRAVEL LANE

12’ 12’

TYPICAL NORMAL CROWN SECTION - FRANKFORD ST.

P.C.

STATION 499+89.00 TO 506+50.00

2% VARIES

12’

TRAVEL LANE

7’

B CONSTRUCTION FRANKFORD ST.L

P.G.E. , P.G.L.

EXISTING

GROUND

14’

TRAVEL LANE

12’

2% 2%

VARIES

PAINTED

MEDIAN

(12’-0’)

TRAVEL LANE

12’

4:1

B CONSTRUCTION FRANKFORD ST.L

P.G.E. , P.G.L. , P.C.

2’

EXISTING

GROUND

EXISTING

GROUND

TYPICAL NORMAL CROWN SECTION - FRANKFORD ST.

STATION 506+50.00 TO 513+00.00

TRAVEL LANE

12’

2% 2%

2’ VARIES

(0’-12’)

4:1 4:1

B CONSTRUCTION FRANKFORD ST.L

P.G.E. , P.G.L. , P.C.

EXISTING

GROUND

EXISTING

GROUND

STATION 513+00.00 TO 518+00.00

LEFT TURN

LANE

VARIES

(0’-12’)

LEFT TURN

LANE

12’

TRAVEL LANE

2’2’ 6’

4:1 4:1

15’

10’

2% 2%

3’ VARIES

PAINTED

MEDIAN

(12’-0’)

12’

EXISTING

GROUND

STATION 518+00.00 TO 521+03.22

(12’-0’)

VARIES

(8’-10’)

TRAVEL LANE

LEFT TURN

LANE

12’

TRAVEL LANE

B CONSTRUCTION FRANKFORD ST.L

P.G.E. , P.G.L. , P.C.

4 4

VARIES

(4’-0’)

TRAVEL LANES VARY FROM 12’ TO 11’ FROM STATION 419+82.12 TO 423+82.92*

MATCH EXISTING ELEVATION

4 4

2’ 6’

4:1

VARIES

MATCH EXISTING ELEVATION

VARIES

(19’-30’)

PARKING

3’

2’ 6’ 3’

4:1 2%

3’

1’

2:1

MAX

2’

CONCRETE SIDEWALK RECONSTRUCTION FROM

STATION 515+41.33 TO STATION 517+44.44

MATCH EXISTING ELEVATION

VARIES

EXISTING

GROUND2%

4:1

6’

** CROSS SLOPE VARIES FROM STATION 520+50.00 TO STATION 521+37.75

520+00.00 = 2.0%

520+50.00 = 2.5%

521+00.00 = 3.0%

521+37.75 = MATCH EXISTING C-1

PROPOSED FULL DEPTH PAVEMENT (SEE STANDARD DETAIL SHEET C-5)

6" LONGITUDINAL UNDERDRAIN, MD SHA STD NO. 387.11 (SEE DETAIL SHEET C-4 FOR ADDITIONAL UNDERDRAIN INFORMATION)

C .A .C p H

T X 1_

R .d g n

5’

FULL DEPTH SAWCUT

PLACE 4" TOPSOIL, SEED AND MULCH WHERE SLOPES ARE FLATTER

THEN 2:1. PLACE 2" TOPSOIL, SEED AND MULCH WHERE SLOPES ARE 2:1.

EXISTING

GROUND

STATION 400+00 TO 405+40

STATION 408+70 TO 415+42

VARIESVARIES

EXISTING

GROUND

STATION 418+15 TO 419+50

FLAT

VARIESVARIES

2:1

MAX

2’

EXISTING

GROUND

STATION 500+50 TO 500+65

4:1

MAX

FLAT

VARIESVARIES

2:1

MAX

2’

EXISTING

GROUND

STATION 133+50 TO 133+99

4:1

MAX

2:12:1

4’

ABERDEEN & FRANKFORD SHOULDER RECONSTRUCTION; SEE PAVEMENT DETAIL SHEET C-5

SHLDR

VARIES

2’-4’

SHLDR

2’

SHLDR

2’

SHLDR

CONCRETE

SIDEWALK

4" THICK

TYP

CONCRETE

SIDEWALK

4" THICK

TYP

CONCRETE

SIDEWALK

4" THICK

TYP

CONCRETE

SIDEWALK

4" THICK

TYP

CONCRETE

SIDEWALK

4" THICK

TYP

a a a a a a a a

C H

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C A L E

P L

T E

D A T E

M A

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D E S

C R

C O

N T R

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

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

B a lt im o re

M a ry la n d x

J a c o b s

E n g in e e ri u p

In c

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P E

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S .L .M

C .A .C

H A S E

B U B

SIDEWALK EXPANSION JOINTS

STANDARD NO. MD 655.01

SIDEWALK RAMPS - PARALLEL

STANDARD NO. MD 655.12

DETECTABLE WARNING SURFACES

STANDARD NO. MD 655.40

FULL DEPTH PAVEMENT SECTION

RESURFACING PAVEMENT SECTION

SIDEWALK RAMPS - PERPENDICULAR

STANDARD NO. MD 655.11

SHOULDER RECONSTRUCTION

REMOVAL OF EXISTING PAVEMENT

CURB NOSE DOWN DETAIL

THE HEIGHT OF THE CURB SHALL BE REDUCED 1"

EVERY FOOT LONGITUDINALLY UNTIL H=0"FOR A

TOTAL LENGTH OF 8’.

EXISTING GROUND

T R

A N

S T

A N

D A

PAVEMENT LEGEND

2. 3.0"

3. 4.0"

4. 4.0"

BITUMINOUS CONCRETE BASE COURSE (HMA SUPERPAVE 19.0MM)

RAPID DRAINING MATERIALS (RDM) BASE COURSE

UNTREATED GRADED AGGREGATE BASE COURSE

7. COMPACTED SUBGRADE

4 5

1 2

BUILDING

SIDEWALK

R E

S I

D E

N C

3 PLY ROOFING PAPER

�" EXPANSION MATERIAL

�" THIN JOINTER GROOVES

12" DIA.,�"

EXPANSION MATERIAL

�" THIN JOINTER GROOVES

�" EXPANSION MATERIAL

2’-0" x 2’-0" BLOCK OUT

�" EXPANSION MATERIAL

ELEVATION

SURFACE TEXTURE OF RAMPS

SHALL BE COARSE BROOMING

OR NON-SKID TYPE SURFACE.

PLAN

SECTION A-A

SUBSURFACE COMBINATION

CONCRETE CURB & GUTTER

NOTES

SPECIAL CASE

SIDEWALK

PREFERRED

12:1 MAX.12:1 MAX.

M A

SIDEWALK

WIDTH 48"

(SEE NOTE 2)

SIDEWALK

BACK OF

CURB

FACE OF

RAMP & TOP OF CURB

12:1 MAX. SLOPE

H x 12

EXPANSION

JOINT

MATERIAL

EXPANSION

JOINT

MATERIAL

H x 12

GRADE TO MATCH

TOP OF CURB ELEVATION

* - H = HEIGHT OF CURB

ALL MEASUREMENTS IN INCHES

3. NO TRAVERSABLE SLOPE ON THE RAMP OR SIDEWALK SHALL EXCEED 12:1 IN THE DIRECTION OF PEDESTRIAN TRAVEL, OR 48:1

PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.

1. TO BE USED WHERE SIDEWALK IS ADJACENT TO THE CURB. THIS STANDARD MAY BE MODIFIED TO SUIT A PARTICULAR LOCATION.

GUTTER

PAN

GUTTER

PAN

48:1 MAX

CONCRETE SIDEWALK RAMP

CL CL

NOTES

T U R

N L

ANE

SIDEWALK

R A

M P

SIDEWALK

24"

SPLITTER

ISLAND

SIDEWALK

R A

M P

0.2"

DOME SPACING DOME SECTION

WHERE ISLANDS OR MEDIANS ARE LESS THAN 6

FEET WIDE, THE DETECTABLE WARNING SHOULD

EXTEND ACROSS THE FULL LENGTH OF THE CUT

THROUGH THE ISLAND OR MEDIAN

MAT DETAILS

REFUGE ISLANDSHARED CURB RAMP BLENDED CURB

PLACEMENT GUIDELINES

SEE PLACEMENT GUIDELINES BELOW

BACK OF CURB

FACE OF CURB

24"SEE NOTE

24"

2. FOR SKEWED APPLICATIONS DETECTABLE WARNING SHALL BE PLACED SUCH THAT THE DOMES CLOSEST TO THE BACK

OF CURB ARE NO LESS THAN 0.5" AND NO MORE THAN 3.0" FROM THE BACK OF CURB. TRUNCATED DOME SURFACES SHALL

BE FABRICATED TO PROVIDE FULL DOMES ONLY.

1. THE DETECTABLE WARNING SURFACE SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS 6

TO 8 INCHES FROM THE FACE OF CURB.

50% TO 60%

OF THE BASE

DIAMETER

1.6" TO 2.35"

0.9" TO 1.4"

BITUMINOUS CONCRETE SURFACE COURSE (HMA SUPERPAVE 12.5MM)2.0"

EXISTING PAVEMENT

9. TOP OF EXISTING PAVEMENT SURFACE AFTER 2" GRINDING

DETECTABLE WARNING SURFACE

SEE STANDARD MD-655.40 (THIS SHEET)

DEPRESSED CURB OR

COMBINATION CURB & GUTTER

FOR SIDEWALK RAMPS

SEE STD. MD-620.03 (SHEET C-6)

PAVEMENT SLOPE

VARIES

PAVEMENT SLOPE

VARIES

4. EXPANSION JOINT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH STD. MD-655.01(THIS SHEET).

1 10

10. BITUMINOUS CONCRETE SURFACE COURSE (HMA SUPERPAVE 19.0MM)5.5"

11. BASE COURSE WRAPPED IN FILTER FABRIC FOR SEPARATION6.0"

5. 6.0"

STABILIZATION FABRIC

6’-0" 6’-0"

72"

2. WHERE 72" SIDEWALK CAN NOT BE PROVIDED, A DESIGN WAIVER MUST BE REQUESTED.

5. SIDEWALK RAMPS TO BE SHOWN ON PLANS SYMBOLICALLY AND REFERENCED WITH THE CENTER OF THE RAMP ALIGNED TO A STATION

ON THE CONSTRUCTION CENTERLINE. SEPARATE DETAILS SHALL BE SHOWN WHERE PROPOSED RAMP VARIES FROM STANDARD CASES.

3. DETECTABLE WARNING SURFACES ARE REQUIRED AT STREET CROSSING & SIGNALIZED INTERSECTIONS.

12.4.0" TOP SOIL, SEED AND MULCH

13. TOP OF EXISTING PAVEMENT SURFACE

EXISTING PAVEMENT DEPTH VARIES 16

14.

EXISTING SUBBASE DEPTH VARIES

15. REMOVE EXISTING PAVEMENT AND SUBBASE TO GROUND SURFACEVARIES

16.VARIES

GROUND SURFACE

BACKFILL

1. TWO 1.5" LIFTS BITUMINOUS CONCRETE SURFACE COURSE (3" TOTAL)(HMA SUPERPAVE 12.5MM)

6.0" UNTREATED GRADED AGGREGATE BASE COURSE (MARYLAND AND ABERDEEN BLVD.)

UNTREATED GRADED AGGREGATE BASE COURSE (FRANKFORD ST, BEL AIR ST, BOOTHBY HILL AVE)

THIS DETAIL IS TO BE USED AT ALL LOCATIONS WHERE

PROPOSED CURB ENDS WITHOUT TYING INTO EXISTING CURB

a a aa

C-5 a

C .A .C

N .T .S p H

T X C

R .d g n

P A

V E

M E

N T

E M

O V

A L

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D D

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D A T

V E

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C T

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D A T

E W

S O

A T

M E

D E S

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2 3

4 5

M A

R K

A P P

D A T E

D R

A W

M B

E R

S U

B M

P L O

C A L E

P L

T E

D A T E

M A

R K

D E S

C R

C O

N T R

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

Philadelphia District

P H

A D

E L P

T R

P H

A D

E L P

P E

N N

S Y L V

A N

R O

A D

W A

P R

O V E

M E

N T S

S .M

S .L .M

C .A .C

H A S E

B U B a

PLAN

X .1

ELEVATION

BACK EDGE

OF SIDEWALK

GRASS OR

HARDSCAPE

BUFFER

SECTION A-ANOTES

3. NO TRAVERSABLE SLOPE ON THE RAMP OR SIDEWALK SHALL EXCEED 12:1 IN THE DIRECTION OF PEDESTRIAN TRAVEL, OR 48:1

SPECIAL CASE

GRASS OR

HARDSCAPE

BUFFER

SIDEWALK

(SEE

NOTE 2)

H x 12 MIN. H x 12 MIN.

12:1 MAX.

48:1 MAX.

TOP OF CURB

12:1 MAX. SLOPE

EXPANSION

JOINT

MATERIAL

EXPANSION JOINT

MATERIAL

H x 12 MIN.

EXPANSION

JOINT

MATERIAL

EXPANSION

JOINT

MATERIAL

SIDEWALK WIDTH + BUFFER WIDTH

(H x 12) + 48"

SURFACE TEXTURE

OF RAMPS SHALL BE

COARSE BROOMING

OR NON-SKID TYPE

SURFACE.

EXPANSION JOINT

MATERIAL

* - H = HEIGHT OF CURB

ALL MEASUREMENTS IN INCHES

1. TO BE USED ON WIDE SIDEWALKS OR SIDEWALKS WITH SIGNIFICANT SEPARATION FROM THE ROADWAY WHERE THE GEOMETRY

SPECIFIED IN THE DETAILS ABOVE CAN BE SATISFIED. MAY BE MODIFIED TO SUIT A PARTICULAR LOCATION.

SIDEWALK

(SEE

NOTE 2)

M A

GUTTER

PAN

GUTTER

PAN

SIDEWALK

48:1 MAX

CONCRETE SIDEWALK RAMP

DETECTABLE WARNING SURFACE

SEE STANDARD MD-655.40 (THIS SHEET)

DEPRESSED CURB OR COMBINATION CURB &

GUTTER FOR SIDEWALK RAMPS

SEE STD. MD-620.03 (SHEET C-6)

4. EXPANSION JOINT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH STD. MD-655.01 (THIS SHEET).

72"

2. WHERE 72" SIDEWALK CAN NOT BE PROVIDED, A DESIGN WAIVER MUST BE REQUESTED

5. SIDEWALK RAMPS TO BE SHOWN ON PLANS SYMBOLICALLY AND REFERENCED WITH THE CENTER OF THE RAMP ALIGNED TO A STATION

ON THE CONSTRUCTION CENTERLINE. SEPARATE DETAILS SHALL BE SHOWN WHERE PROPOSED RAMP VARIES FROM STANDARD CASES.

A N

D A

PLAN

ELEVATION

LANDING

GRASS OR

HARDSCAPE

BUFFER

GRASS OR

HARDSCAPE

BUFFER

T T

SPECIAL CASE

SURFACE TEXTURE

OF RAMPS SHALL BE

COARSE BROOMING

OR NON-SKID TYPE

SURFACE.

NORMAL SIDEWALK

WIDTH 48"

(SEE NOTE 2)

24" MIN. 24" MIN.

SIDEWALK

M I

E E

N O

T E

RAMP

SLOPE

RAMP

SLOPE

TOP OF

CURB

TOP OF

CURB

12:1 MAX 12:1 MAX

EXPANSION

JOINT

MATERIAL

EXPANSION

JOINT

MATERIAL

EXPANSION

JOINT

MATERIAL

EXPANSION

JOINT

MATERIAL

GUTTER

PAN

GUTTER PAN

M A

60" MIN.

SECTION A-A

GRADE TO

EXISTING

AS SHOWN

ON PLANS

* - H = HEIGHT OF CURB

B = BUFFER WIDTH (BACK OF CURB

TO FRONT OF SIDEWALK)

T = TRANSITION LENGTH (LENGTH OF

RAMP FROM SIDEWALK TO LANDING)

T = (12 x H) - B

ALL MEASUREMENTS IN INCHES

CONCRETE SIDEWALK RAMP

48:1 MAX

12:1 MAX

60" MIN.

NOTES

3. NO TRAVERSABLE SLOPE ON THE RAMP OR SIDEWALK SHALL EXCEED 12:1 IN THE DIRECTION OF PEDESTRIAN TRAVEL, OR 48:1

1. TO BE USED WHERE AT LEAST 7’-0" EXISTS BETWEEN THE BACK OF CURB AND THE BACK OF SIDEWALK. THIS STANDARD

MAY BE MODIFIED TO SUIT A PARTICULAR LOCATION.

2. WHERE 60" SIDEWALK CAN NOT BE PROVIDED, A DESIGN WAIVER MUST BE REQUESTED.

SIDEWALK RAMPS - COMBINATION

STANDARD NO. MD 655.13

1’-0" 8"

1" 7"

V A

P T

SLOPE �": 1’ (TYP.)

3 PLY ROOFING PAPER

SEE STANDARD MD 655.01

5’-0" OR AS DIRECTED (TYP.)

V A

P T

1" R.

TYPE ’A’ TYPE ’A’

1’-0" 8"

" 6

V A

P T

2" R.

TYPE ’B’

V A

P T

2" R.

NOTES

B. MAXIMUM JOINT SPACING FOR CONCRETE CURB AND COMBINATION CURB & GUTTER IS 10’. SEE SPECIFICATION FOR LOCATIONS

AND DESCRIPTION OF TREATMENT FOR THE TYPES OF JOINTS USED.

SIDEWALK, IF

SPECIFIED IN

THE CONTRACT

DOCUMENT.

2 PROVIDE KEY AND LONGITUDINAL TIE BAR AS REQUIRED; SEE NOTE A

6 ROADWAY PAVEMENT SLOPE

1 SLOPE GUTTER PAN �" PER FOOT TOWARD FLOW LINE ON ALL ROADWAYS INCLUDING SUPERELEVATED SECTIONS, EXCEPT

INTERCHANGE RAMPS.

COMBINATION CURB & GUTTER

DESIGN SPEED 30-40 MPH

CURB

COMBINATION CURB & GUTTER

DESIGN SPEED 50 MPH

C. TYPE A OR B COMBINATION CURB AND GUTTER SHALL BE USED FOR ALL APPLICABLE NEW CONSTRUCTION AND IN THOSE AREAS

WHERE THE COMBINATION CURB AND GUTTER IS TO BE REPLACED IN KIND.

D. TYPE A OR B CURB SHALL BE USED FOR THE REPLACEMENT OF LIKE KIND OF CURB ONLY. NOT TO BE USED FOR NEW CONSTRUCTION

EXCEPT WHERE INDICATED ON APPROPRIATE INLET STANDARDS.

5 FLOW LINE

3 ROADWAY PAVEMENT CONSTRUCTION JOINT

3 , 3 , 4 LONGITUDINAL TIE DEVICE "J" BAR MODIFIED

A. RIGID PAVEMENT ROADWAY ADJACENT TO COMBINATION CURB AND GUTTER AND CLOSED SECTION ROADWAY USING RIGID PAVEMENT WITH

COMBINATION CURB AND GUTTER SHALL BE KEYED AND TIED AT THE ROADWAY PAVEMENT CONSTRUCTION JOINT. REFER TO

STANDARD MD 572.61 FOR METHOD OF KEYWAY AND LONGITUDINAL TIE DEVICES. SPACING OF THE TIE BARS SHALL BE IN ACCORDANCE

WITH THE SPECIFICATIONS. RIGID PAVEMENT AND CURB SHALL BE CONSTRUCTED AS INDICATED. TIE DEVICES AND KEYS ARE NOT

REQUIRED WHEN USING FLEXIBLE PAVEMENT FOR ROADWAY.

STANDARD TYPE A & B CONCRETE CURB AND

COMBINATION CONCRETE CURB & GUTTER

STANDARD NO. MD 620.02

NOTES

B. MAXIMUM JOINT SPACING FOR CONCRETE CURB AND COMBINATION CURB & GUTTER IS 10’. SEE SPECIFICATION FOR LOCATIONS

AND DESCRIPTION OF TREATMENT FOR THE TYPES OF JOINTS USED.

2 PROVIDE KEY AND LONGITUDINAL TIE BAR AS REQUIRED; SEE NOTE A

6 ROADWAY PAVEMENT SLOPE

1 SLOPE GUTTER PAN �" PER FOOT TOWARD FLOW LINE ON ALL ROADWAYS INCLUDING SUPERELEVATED SECTIONS, EXCEPT

INTERCHANGE RAMPS.

1’-0" 8"

V A

P T

V A

P T

5 FLOW LINE

3 ROADWAY PAVEMENT CONSTRUCTION JOINT

3 , 12:

12:

4 LONGITUDINAL TIE DEVICE "J" BAR MODIFIED

A. RIGID PAVEMENT ROADWAY ADJACENT TO COMBINATION CURB AND GUTTER AND CLOSED SECTION ROADWAY USING RIGID PAVEMENT WITH

COMBINATION CURB AND GUTTER SHALL BE KEYED AND TIED AT THE ROADWAY PAVEMENT CONSTRUCTION JOINT. REFER TO

STANDARD MD 572.61 FOR METHOD OF KEYWAY AND LONGITUDINAL TIE DEVICES. SPACING OF THE TIE BARS SHALL BE IN ACCORDANCE

WITH THE SPECIFICATIONS. RIGID PAVEMENT AND CURB SHALL BE CONSTRUCTED AS INDICATED. TIE DEVICES AND KEYS ARE NOT

REQUIRED WHEN USING FLEXIBLE PAVEMENT FOR ROADWAY.

DEPRESSED CURB FOR COMBINATION

CONCRETE CURB & GUTTER

FOR SIDEWALK RAMPS

DEPRESSED

CONCRETE CURB

FOR SIDEWALK RAMPS

DEPRESSED CURB FOR COMBINATION CURB AND

GUTTER AND DEPRESSED CURB FOR SIDEWALK RAMPS

STANDARD NO. MD 620.03

C-6

DETECTABLE WARNING SURFACE

SEE STANDARD MD-655.40 (SHEET C-5)

DEPRESSED CURB OR

COMBINATION CURB &

GUTTER FOR SIDEWALK RAMPS

SEE STD. MD-620.03 (THIS SHEET)

4. EXPANSION JOINT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH STD. MD-655.01(SHEET C-5).

6. FOR BUFFER WIDTHS LESS THAN 24", WIDEN SIDEWALK TO BACK OF CURB AS SHOWN FOR THE SPECIAL CASE, THEN BUILD

PARALLEL RAMP USING STANDARD MD-655.12 (SHEET C-5).

C .A .C

N .T .S p H

T X C

R .d g n

5. SIDEWALK RAMPS TO BE SHOWN ON PLANS SYMBOLICALLY AND REFERENCED WITH THE CENTER OF THE RAMP ALIGNED TO A STATION

ON THE CONSTRUCTION CENTERLINE. SEPARATE DETAILS SHALL BE SHOWN WHERE PROPOSED RAMP VARIES FROM STANDARD CASES.

TYP. ALL RAILS

RUBBER RAIL SEAL GAGE AND FIELD SIDE,

RESILIENT FASTENER EMBEDDED

SHOULDERS WITH CLIPS

BALLAST

END OF TIES

2’-3"

C EXISTING TRACK

END OF HMA

FABRIC FILTER

(SEE NOTE 3)

TRENCH DRAIN

PROPOSED

12" BALLAST

5" HOT MIX ASPHALT

UNDERLAYMENT

2’-0" 6’-6" TYP.

7’-9" WOOD TIES 19" O.C.

SINGLE TRACK SECTION

SCALE: N.T.S.

2’-0"

12"

4 5/8"

SCALE: N.T.S.

TO MINIMIZE SETTLMENT, KEEP

EXCAVATION FOR SUBDRAINS AND

COMPACT BACKFILL IN LIFTS NOT

EXCEEDING 6" TO 95% OF MAXIMUM

COMPACT SUBGRADE TO WITHIN 95%

OF ITS MAXIMUM DRY DENSITY PRIOR

DETAIL NOTES:

TO PLACING MHA UNDERLAYMENT.

CONDUITS TO A MINIMUM.

DRY DENSITY.

DETAIL AT RAILSEAL

BOTTOM OF BINDER COURSE TO MATCH

TOP OF TIE ELEVATION. ADJUST THICKENS

OF BINDER COURSE TO BRING TOP COURSE

TO ELEVATION SPECIFIED BY MANUFACTURER

OF RUBBER RAIL SEAL.

GAGE SIDE RAILSEAL

2 1/4"

7 3/16"

5 7/8"

SCREW SPIKE

1/2"

SEE ROADWAY PROPOSED SECTION

SUBGRADE

132LB RE RAIL

FIELD SIDE RAILSEAL

CLIP LOCATED

BETWEEN TIES OR

AS REQ’D BY

MANUFACTURER

INSULATOR

RAIL CLIP

TIE PLATE

WOOD TIE

DIMENSIONS ARE FOR 132LB RE RAIL

DRILL AND

TRIM ON SITE

R A

R O

D D

E D

S O

A T

M E

D E S

C R

2 3

4 5

M A

R K

A P P

D A T E

D R

A W

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E R

S U

B M

P L O

C A L E

P L

T E

D A T E

M A

R K

D E S

C R

C O

N T R

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

Philadelphia District

P H

A D

E L P

T R

P H

A D

E L P

P E

N N

S Y L V

A N

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A D

W A

P R

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M E

N T S

S .M

S .L .M

C .A .C

H A S E

B U B

A T

M E

D E S

C R

2 3

4 5

M A

R K

A P P

D A T E

D R

A W

M B

E R

S U

B M

P L O

C A L E

P L

T E

D A T E

M A

R K

D E S

C R

C O

N T R

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

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

B a lt im o re

M a ry la n d x

J a c o b s

E n g in e e ri u p

In c

P H

A D

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T R

P H

A D

E L P

P E

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S Y L V

A N

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A D

W A

P R

O V E

M E

N T S

S .M

S .L .M

C .A .C

H A S E

B U B a

POE STA. 521+53.22

400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00

PI STA. 406+15.50

S S

UNK

EORI

(QL-D)

EORI

EOI

W V

EOI

W V

EOI

W V

EOI

W V

EOI

W V

EOI

S S

UNK

UP BASE

L D

U K

EORI

(Q L

(QL-D)

EORI

EOI

W V

EOI

W V

EOI

W V

EOI

W V

EOI

TC LOOP

EOI

EX-I

T T

C B

B CB

W V

30’ 0 30’ 60’

SCALE: 1"=30’

F R

A N

K F

E E T

LB CONSTRUCTION ABERDEEN BOULEVARD

V E

LIMIT OF WORK

ABERDEEN BOULEVARD

LIMIT OF WORK

FRANKFORD STREET

TO BEL AIR ST.

R O

A D

W A

P L A

N ,3

00 E

R=50’

R=50’R=60’

STA. 521+37.35

STA. 400+00.00

RAILROAD TRACKS

O V

O U

BEGIN ROADWAY TAPER

END ROADWAY TAPER

R=50’

PEDESTRIAN RAMP

STD. NO. MD. 655.13

& MD 655.40

STA. 517+87.13 FRANKFORD ST.=

STA. 406+33.04 ABERDEEN BLD.

ABERDEEN BOULEVARD

R=5’

4’

12’

N S T R

U C

A N

K F

E E T

36’

PEDESTRIAN RAMP

STD. NO. MD. 655.13

& MD 655.40

PEDESTRIAN RAMP

STD. NO. MD. 655.11

& MD 655.40

R=200’

PEDESTRIAN RAMP

STD. NO. MD. 655.12

& MD 655.40

6’ CONCRETE

SIDEWALK

RAILROAD TRACKS

6’ CONCRETE

SIDEWALK

6’ CONCRETE

SIDEWALK

LEGEND

8" TYPE A COMBINATION

CURB & GUTTER

(STD. NO. 620.02)

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

61.77’517+36.61 54.32

MATCH TOP OF

RAIL ELEVATION

MATCH TOP OF

RAIL ELEVATION

STA. 516+00.00

OFF. 36.00’ LT.

10’ 12’

41.04’

10’

P.T. STA. 407+03.63

OFF. 25.00’ LT.

P.T. STA. 406+95.73

OFF. 34.00’ RT.

P.C. STA. 405+22.29

OFF. 24.00’ RT.

P.C. STA. 517+12.55

OFF. 12.00’ RT.

INSTALL NEW RUBBER

ELASTOMERIC GRADE CROSSING

INSTALL ADA COMPLIANT

PEDESTRIAN GRADE

CROSSING PANEL

P.C.C. STA. 517+24.43

OFF. 55.10’ LT.

P.C. STA. 405+53.48

OFF. 25.00’ LT.

P.T. STA. 516+65.05

OFF. 41.04’ LT.

12’10.8’

STA. 520+09.53

MATCH EXISTING

SIDEWALK

STA. 519+97.95

OFF. 24.00’ LT.

12’27.2’

20.3’

TIE INTO

EX. CURB

P.T. STA. 518+61.64

OFF. 21.32’ LT.

8’

PEDESTRIAN RAMP

STD. NO. MD. 655.11

8" TYPE A COMB.

CURB & GUTTER

(STD. NO. 620.02)

CP-1

STATION

43.4’ LT

43.0’ LT

ABERDEEN BOULEVARD

ADJUST SANITARY SEWER MANHOLE

405+28.5

52.05

55.29

EXISTING TOP

OF RIM ELEV.

PROPOSED TOP

OF RIM ELEV.

50.60

53.80

402+54

STATION

25.6’ LT

24.4’ LT

ABERDEEN BOULEVARD

OFFSET**

402+36.5

400+59

STATION ELEVATION

400+00

ABERDEEN BOULEVARD

2 FOOT FLAT BOTTOM DITCH

44.5’ LT

OFFSET*

400+50 47.3’ LT

47.5

48.0

401+00 44.9’ LT

401+50 44.7’ LT

48.5

49.0

402+00 45.8’ LT

402+50 45.3’ LT

49.5

50.5

403+00 44.8’ LT

403+50 45.7’ LT

51.5

52.0

404+00 45.5’ LT

404+50 45.0’ LT

52.5

53.0

405+00 44.6’ LT

405+40 44.2’ LT

53.5

53.9

* OFFSET TO CENTERLINE OF THE DITCH

** APPROX. OFFSET TO

CENTER OF STRUCTURE

OFFSET***

*** APPROX. OFFSET TO CENTER OF STRUCTURE

GRASS

BUFFER

6’ CONCRETE SIDEWALK

(SEE TABLE THIS SHT.)

P.T. STA. 518+60.05

OFF. 29.78’ LT.

END TYPE A COMB.

CURB & GUTTER

GRASS

BUFFER

GRASS

BUFFER

MATCHLINE STA. 516+00 - SEE SHEET CP-4

TO MARYLAND BLVD.

STA. 400+12.49

BEGIN TYPE A

COMBINATION

CURB & GUTTER

p H

D P 1_

R .d g n

E .G

M A

T C

H L

T A

E E

H E

REMOVE EXISTING DRAINAGE

STRUCTURES AND PIPES

SEE NOTE THIS SHEET

STATION

ABERDEEN BOULEVARD

400+59 TO 402+37, LT.

400+00 TO 400+59, LT.

LENGTH

59 LF

178 LF

REMOVE AND DISPOSE

EXISTING DRAINAGE

STRUCTURE

REMOVE AND DISPOSE

EXISTING 12" CMP

DRAINAGE ARROW

FILL

CUT

FULL DEPTH CONSTRUCTION

REMOVE EXISTING PAVEMENT

CONCRETE SIDEWALK

OVERLAY / WEDGE & LEVEL CONSTRUCTION

RIPRAP OUTLET PROTECTION

SHOULDER RECONSTRUCTION

ADJUST

SANITARY

MANHOLE

S H

E R

D E E

N /F

R A

N K F

O R

D a a a

NOTE: AMENDMENT ADDS A 4’ SHOULDER

FOR EASTBOUND ABERDEEN BLVD

FROM STA. 400+00 TO 415+50. A 2’ SHOULDER

IS ADDED FOR EASTBOUND ABERDEEN BLVD

FROM STA. 416+50 TO STA. 423+82.92.

A 2’ SHOULDER IS ADDED FOR NORTHBOUND FRANKFORD ST

FROM STA. 507+00 TO STA. 517+25. USE SHOULDER

RECONSTRUCTION PAVEMENT SECTION FOR THESE AREAS.

THIS PLAN SHEET SUPERCEDES CROSS SECTIONS

AND INTERSECTION DETAIL SHEETS

A T

M E

D E S

C R

2 3

4 5

M A

R K

A P P

D A T E

D R

A W

M B

E R

S U

B M

P L O

C A L E

P L

T E

D A T E

M A

R K

D E S

C R

C O

N T R

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

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

B a lt im o re

M a ry la n d x

J a c o b s

E n g in e e ri u p

In c

P H

A D

E L P

T R

P H

A D

E L P

P E

N N

S Y L V

A N

R O

A D

W A

P R

O V E

M E

N T S

S .M

S .L .M

C .A .C

H A S E

B U B a

408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00

S S

EORI

(Q L

EOI

S S

EORI

(Q L

(QL-D)

EOI

15"RCP

EX. INV.

47.56

24"RCP

R C P

COCOCO S S

T T

C B

CBCB

30’ 0 30’ 60’

SCALE: 1"=30’

ABERDEEN BOULEVARD

LB CONSTRUCTION ABERDEEN BOULEVARD

R O

A D

W A

P L A

N 1"

R O

A D

W A

P L A

N ,3

TO BEL AIR ST.

EXISTING HEADWALL

TO REMAIN

ADJUST MANHOLE COVER

RAILROAD TRACKS

R=25’

6’ CONCRETE SIDEWALK

21.6’

6’ CONCRETE SIDEWALK

N ,3

RELOCATE

EXISTING POLE

STATION ELEVATION

8" TYPE A COMB.

CURB & GUTTER

(STD. NO. 620.02)

TO FRANKFORD ST.

TIE INTO

EX. CURB

P.T. STA. 409+25.23

OFF. 25.77’ LT.

P.C. STA. 409+98.84

OFF. 27.70’ LT.

PEDESTRIAN RAMP

STD. NO. MD. 655.13

P.T. STA. 409+73.18

OFF. 57.76’ LT.

P.C. STA. 409+49.58

OFF. 50.91’ LT.

8" TYPE A COMBINATION

CURB & GUTTER

(STD. NO. 620.02)

2 FOOT FLAT BOTTOM DITCH

408+70

409+00

410+00

410+50

411+00

411+50

412+00

412+50

413+00

413+50

414+00

414+25

414+50

415+00

50.3’ LT

49.9’ LT

51.7’ LT

52.1’ LT

52.3’ LT

52.2’ LT

53.9’ LT

55.2’ LT

56.4’ LT

57.7’ LT

58.4’ LT

55.2’ LT

55.6’ LT

57.4’ LT

51.8

51.5

50.5

50.0

49.5

49.0

48.0

47.0

46.0

45.0

44.0

44.5

44.0

43.0

ABERDEEN BOULEVARD

* OFFSET TO CENTERLINE OF THE DITCH

OFFSET *

412+50 63.6’ LT 47.0

STATION

413+91

46.3’ LT

47.1’ LT

50.3’ LT

ABERDEEN BOULEVARD

OFFSET *

ADJUST SANITARY SEWER MANHOLE

410+17.5

410+76.5

52.61

53.88

47.55

* APPROX. OFFSET TO CENTER OF STRUCTURE

EXISTING TOP

OF RIM ELEV.

PROPOSED TOP

OF RIM ELEV.

51.50

51.00

46.00

DRAINAGE ARROW

FILL

CUT

FULL DEPTH CONSTRUCTION

REMOVE EXISTING PAVEMENT

CONCRETE SIDEWALK

OVERLAY / WEDGE & LEVEL CONSTRUCTION

RIPRAP OUTLET PROTECTION

LEGEND

CP-2

M A

T C

H L

T A

E E

H E

T C

H L

T A .4

E E

H E

GRASS

BUFFER

BEGIN ROADWAY TAPER

STA. 408+95.80

END ROADWAY TAPER

STA. 413+54.95

GRASS

BUFFER

GRASS

BUFFER

p H

D P C

R .d g n

E .G

REMOVE EXISTING DRAINAGE

STRUCTURES AND PIPES

SEE NOTE THIS SHEET

STATION

27.6’ LT

39.3’ LT

ABERDEEN BOULEVARD

OFFSET**

411+05

** APPROX. OFFSET TO

CENTER OF STRUCTURE

STATION

ABERDEEN BOULEVARD

411+05 TO 414+05, LT.

LENGTH

11 LF

297 LF

411+05

414+05 39.1’ LT

REMOVE AND DISPOSE

STRUCTURE

EXISTING DRAINAGE

411+05, LT.

413+39 TO 414+05, LT. 64 LF

413+94 TO 414+05, LT.

REMOVE EXISTING DRAINAGE

STRUCTURES AND PIPES

SEE NOTES THIS SHEET

60 LF

414+05 TO 415+00, LT. 93 LF

SIZE

12" CMP

12" CLAY

18" RCP

REMOVE AND DISPOSE EXISTING PIPE

SHOULDER RECONSTRUCTION

S H

E R

D E E

N /F

R A

N K F

O R

NOTE: AMENDMENT ADDS A 4’ SHOULDER

FOR EASTBOUND ABERDEEN BLVD

FROM STA. 400+00 TO 415+50. A 2’ SHOULDER

IS ADDED FOR EASTBOUND ABERDEEN BLVD

FROM STA. 416+50 TO STA. 423+82.92.

A 2’ SHOULDER IS ADDED FOR NORTHBOUND FRANKFORD ST

FROM STA. 507+00 TO STA. 517+25. USE SHOULDER

RECONSTRUCTION PAVEMENT SECTION FOR THESE AREAS.

A T

M E

D E S

C R

2 3

4 5

M A

R K

A P P

D A T E

D R

A W

M B

E R

S U

B M

P L O

C A L E

P L

T E

D A T E

M A

R K

D E S

C R

C O

N T R

SHEET

IDENTIFICATION

D A T E

A P P

US Army Corps of Engineers

U .S

A R

M Y

O R

N G

E E

R S

A B

E R

D E

O V

O U

N D

A B

E R

D E E

M A

R Y L A

N D

A N

S I D

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

B a lt im o re

M a ry la n d x

J a c o b s

E n g in e e ri u p

In c

P H

A D

E L P

T R

P H

A D

E L P

P E

N N

S Y L V

A N

R O

A D

W A

P R

O V E

M E

N T S

S .M

S .L .M

C .A .C

H A S E

B U B a

300+00 301+00 302+00 303+00 305+00 306+00 307+00

304+00

W V

O /

G V

W V

G V

W V

O /

G V

W V

(EMPTY)

(QL"D")

G V

EOI

R O

A D

W A

P L A

30’ 0 30’ 60’

SCALE: 1"=30’

RARITAN AVENUE

F R

A N

K F

E E T

B CONSTRUCTION RARITAN AVENUEL

N S T R

U C

A N

K F

E E T

E R

D E

TO BEL AIR ST.

S Q

U E

H A

V E

N ,3

TO MARYLAND BLVD.

R=30’

12’

T A

P E

11:1

STA. 513+54.00

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

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

12’12.26’

10’

4’

+71.50

10’

BEGIN ROADWAY TAPER

STA. 516+00.00

OFF. 36.00’ LT.

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.)

N ,3

,5 p H

D P C

R .d g n

E .G

R=25’ a

DRAINAGE ARROW

FILL

CUT

FULL DEPTH CONSTRUCTION

REMOVE EXISTING PAVEMENT

CONCRETE SIDEWALK

OVERLAY / WEDGE & LEVEL CONSTRUCTION

RIPRAP OUTLET PROTECTION

LEGEND

SHOULDER RECONSTRUCTION

S H

E R

D E E

N /F

R A

N K F

O R

D a a

NOTE: AMENDMENT ADDS A 4’ SHOULDER

FOR EASTBOUND ABERDEEN BLVD

FROM STA. 400+00 TO 415+50. A 2’ SHOULDER

IS ADDED FOR EASTBOUND ABERDEEN BLVD

FROM STA. 416+50 TO STA. 423+82.92.

A 2’ SHOULDER IS ADDED FOR NORTHBOUND FRANKFORD ST

FROM STA. 507+00 TO STA. 517+25. USE SHOULDER

RECONSTRUCTION PAVEMENT SECTION FOR THESE AREAS.

002_G-2-pGN-N0011C4ISR

003_G-3-pGN-N001_C4ISR

008_C-1-pHT-X001_C4ISR

012_C-5-pHT-X005_C4ISR

013_C-6-pHT-X006_C4ISR

014_CP-1-pHD-P001_C4ISR

015_CP-2-pHD-P002_C4ISR

016_CP-3-pHD-P003_C4ISR

017_CP-4-pHD-P004_C4ISR

018_CP-5-pHD-P005_C4ISR

File details come from the government source that posted it. Updated Nov 14, 2017.