10B0011-DWGS-1.pdf

PDF 39 MB Posted Jul 1, 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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DWGS 1 - 10-B-0011

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US ARMY CORPS OF ENGINEERS

ABERDEEN PROVING GROUND, MD

C4ISR PHASE II

PHILADELPHIA DISTRICT

ROADWAY IMPROVEMENTS

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US Army Corps of Engineers

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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

103 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

CG-22

CG-23

CG-24

CG-25

CG-26

CG-27

CG-28

CG-29

CG-30

CG-31

CG-32

CG-33

CG-34

CG-35

CG-36

CG-37

CG-38

CG-39

CG-40

CG-41

CU-1

CU-2

CU-3

CU-4

CU-5

CU-6

DRAINAGE PIPE PROFILE

DRAINAGE STRUCTURE SCHEDULE

DRAINAGE STRUCTURE DETAILS

EROSION AND SEDIMENT CONTROL NOTES

EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL PLAN

STORMWATER MANAGEMENT PLAN

UTILITY RELOCATION PLAN

SHEET

NUMBER

SHEET

IDENTIFICATION SHEET TITLE

SHEET

NUMBER

SHEET

IDENTIFICATION SHEET TITLE

SHEET

NUMBER

SHEET

IDENTIFICATION

INDEX OF SHEETS

H E E T S p G

N N 1.

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IDENTIFICATION

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US Army Corps of Engineers

U .S

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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

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

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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).

MANUALS AND GUIDELINES TO BE FOLLOWED INCLUDE:

MUTCD

AASHTO

ABERDEEN PROVING GROUND INSTALLATION DESIGN GUIDE

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

G-3

N /A

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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

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A B

E R

D E

O V

O U

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A B

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D E 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

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

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P E

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A N

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S .M

S .L .M

C .A .C

H A S E

B U B

L A

P A R

U N P

A V

A R

P A R

CANOPY

D O C

P A R

A R

P A R

C O

N C

C O

N C

P A R

P A

A R

PAVED

PARKIN

P A

A R

LIGHT POLE

2 GUY

LIGHT POLE

G U

A R

D R

G U

A R

D R

C H

N C

C B

S A

A R

S E

M .H

N .1

S A

A R

S E

N .6

S A

A R

Y S E

I N=

=3 8.

INV

. O

=3 8.0

8" P

S A

A R

S E

SANIT

ARY

SEWER

6" P

SANIT

ARY

SEWER

RIM

=49

.40

(a)

IN=

44.

(b)

IN=

45.

INV.

T=4 4.83

SANIT

ARY

SEWER

RIM

=42

.57

(a)

IN=

35.

(b)

IN=

36.

INV.

T=3 5.77 b

(a)

21" PVC

SANIT

ARY

SEWER

RIM

=41.

INV.

OUT=3

7.0

PVC

SANIT

ARY

SEWER

RIM

=43

.54

(a)

IN=

38.

(b)

IN=

34.

INV.

T=3 4.47

P V

C a

(b)

PVC

CONC.

CURB

CONC.

CURB

CONC. CURB

& GUTTER

C O

N C

C U

T T E

T P

E D

C O

M N

U N

A T

C O

M N

U N

A T

C O

M N

U N

A T

T E L E

P E D

GAS VALVE

GAS METER

GAS V

ALVE

G A

T E S

T S T A T

G A

V E

N T

W A

T E

R M

E T E

W A

T E

V A

L V

H Y

D R

A N

E D

A V

E M

E N

E D

A V

E M

E N

T R

A N

C E

U M

N C

R E

T E

EDGE OF PAVEMENT

CONC. CURB

& GUTTER

EDGE OF PAVEMENT

BITUMINOUS CONCRETE SHOULDER

EDGE OF PAVEMENT

BITUMINOUS CONCRETE SHOULDER

EDGE OF PAVEMENT

BITUMINOUS CONCRETE

SHOULDER

BITUMINOUS CONCRETE

GRAVEL

E D

N C

EDGE OF PAVEMENT

EDGE OF CONC.

EDGE OF PAVEMENT

ENTRANCE TO PARKING LOT

BITUMINOUS CONCRETE

CONC. CURB

& GUTTER

CONC. CURB

& GUTTER

U M

O U S

C O

N C R

ETE

CONC.

URB

GUTT

GRAVEL SHOULDER

E D

A V

E M

E N

O U S

CRETE

E N

T R

A N

C E

A R

L O

U M

O U S

O N

C R E T E

EDGE

PAVEMENT

EDGE

PAVEMENT

G E

O F

P A

VEM

G E

O F

P A

VEM

O U S

CRETE

EDGE

PAVEMENT

BIT

UMIN

OUS

CONCRETE

U M

O U S

O N

C R E T E

E D

A V E

M E

N T

E D

A V E

M E

N T

U M

O U S

O N

C R E T E

U Y

G U

H T

P O L E

G U

H T

P O L E

U T

O L E

H T

O L E

G U

O L E

U T

O L E

H T

U Y

H T

O L E

LIG

POLE

LIG

POLE

LIG

POLE

LIG

POLE

LIG

POLE

H T

P O

GRASS

CONC. WALK

GRASS

GRASS C

N C

W A

L K

CONC. WALK

C O

N C

W A

L K

C O

N C

W A

L K

C O

N C

W A

L K

C O

N C

W A L K

GRASS

CONC. WALK

SIGN

CONC. WALK

WITNESS POST

WITNESS

POST

WITNESS POST

C O

N C

W A L K

C O

N C

W A

L K

G R

A S S

G R

A S S

C O

N C

W A

L L

G R

A S S

G R

A S S

G R

A S S

G R

A S S

C O

N C

W A

L K

GRASS

HEADWALL

INV. OUT=61.52

18" RCP

H E

A D

W A

L L

C O

N C

S W

A L E

O U

E N

E C

O U T .1

12"

CMP

END SECTION

INV. OUT=62.96

C A

B O

T T

O M

U R

C H

A R

G E

C A

O U

C T

O U

C T

O U

18"

RCP

END SECTION

INV. =59.65

END SECTION

INV. IN=59.56

C U

O P

L E

O U

C T

T .C

D O

E S

N T

F L O

CURB DROP INLET

RIM=62.76

INV. IN=58.76

INV. OUT=58.66

30" X 18"

RCP

C T

O U

Y A

L E

O U

Y A

L E

O U

P a

18"

RCP

(b) END SECTION

INV. OUT=59.51

END SECTION

INV. OUT=59.38

12" T.C.

C T

H E

A D

W A

L L

C A

E P

O U

RCP

H E

A D

W A

L L

O U

21" X 1

5" RCP

H E

A D

W A

L L

O U

U N

D E R

D R

O U

S T

N .3

E N

E C

O U T .1

15" CMP

15" RCP

P V C

H E

A D

W A

L L

O U T .7

H E

A D

W A

L L

O U

H E

A D

W A

L L

H E

A D

W A

L L

O U

H E

A D

W A

L L

O U

C A

O U T 1.

H E

A D

W A

L L

O U

R C P

S T

.9 a

.7 b

O U

R C P

C U

O P

L E

O U

CATCH

BASIN

M=46

BOTT

OM)

=41

URCHARGED)

CATCH

BASIN

M=50

UT=

C U

O P

L E

O U

V C

S T

O U

PVC

(a)

C U

O P

L E

HEADWALL

=47 .0

HEADWALL

UT=

.6 b

CATCH BASIN (DAMAGED)

RIM=63.73

INV. IN=61.33

INV. OUT=61.23

U N

K N

O W

M .H

R 1(

E D

A V E

M E

N T

L L

2+35.563+004+00 5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

13+65

1+09.222+003+004+005+006+007+009+0010+0011+0012+0013+0014+0014+20

0+001+002+003+004+005+006+007+008+0010+0011+0012+00

8+00

9+00

PT = 43+45.09

PC = 1+13.26

11+

212+

213+00

214+00

215+00

216+00

P T

R .6

L .7

R .0

L .6

R .0

L .3

R=150.00’

L=20.27’

3 4

O /

21387

31.63

BLDG

T T

C H

RRR

R R

U K

B U

S H

B A

R T H

B A

R T H

EOI

T T

U K

UUU

M B

EX. CONC. PAD

EX.CONC.

PAD

R A

L A

S S

ELE

S S

HBX

W W

L A

S S

L A

S S

L A

S S

M H

S D

M H

S S

M H

S S

M H

G .V .’S

G A S M

STOP S

IGN

S S

M H

S S

M H

U N

K N

O W

G U

P O

G U

Y S

S S

M H

S S

M H

S S

M H

W .V

S S

M H

S S

M H

S S

M H

S S

M H

S S

M H

S S

M H

B O

L L

A R

D S

S D

M H

S S

M H

BOLLARD

S S

M H

S S

M H

S S

S M

S S

M H

ELE

M H

S S

M H

S S

M H

S T

O N

S T E E L

F O

O T

B R

G E

S S

M H

S S

M H

S S

M H

S D

M H

C O

N C P

A D

G A S P

A N

D V

S S

M H

G A S

M A R

S S

M H

S S

M H

S D

M H (F

W A S

W A

V A

S S

M H

L E

U N

K N

O W

P U

U L T

S S

M H

S S

M H

S D

M H

C O

N C P

A D

G A S P

A N

D V

S S

M H

S S

M H

S S

M H

S S

M H

S D

M H

S D

M H

A M M

S S

M H

SSMH SSMH SSMH

S D

M H

STEAM MH

SSMH

S S

M H

W O

O D

O T

B R

G E

S D

M H

S D

M H

O V

G A S V

U N

K N

O W

S D

M H

S D

M H

S S

M H

S S

M .H

S S

D I

D I D

L A

S S

G U

E S

G U

E S

R 1-

G U

E S

R 1R

R 1(

R 1-

M H

L A

S S

U N

K N

O W

A P

U N

K N

O W

A P

S S

U N

K N

O W

A P

U N

K N

O W

A P

U N

K N

O W

A P

U N

K N

O W

A P

U N

K N

O W

A P

U N

K N

O W

A P

S S

U N

K N

O W

A P

R 1(

EOI

0 125’ 250’

SCALE: 1"=250’

ABERDEEN BLVD.

RARITAN AVENUE

F R

A N

K F

BOOTHBY HILL AVE.

B E L

S T

SUSQUEHANNA AVE.

125’

E X

Y O

U T

P L A

N 1"

G-4

C .A .C p G

N N C

R .d g nS

O L

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

I N

V P

L .3

L A

C B

T P

E D

C O

M N

U N

A T

C O

M N

U N

A T

C O

M N

U N

A T

T E L E

P E D

GAS VALVE

GAS METER

GAS V

ALVE

G A

T E S

T S T A T

G A

V E

N T

W A

T E

R M

E T E

W A

T E

V A

L V

H Y

D R

A N

R 1(

L L

2+35.563+004+00 5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

13+65

1+09.222+003+004+005+006+007+009+0010+0011+0012+0013+0014+0014+20

0+001+002+003+004+005+006+007+008+0010+0011+0012+00

8+00

9+00

PT = 43+45.09

PC = 1+13.26

11+

212+

213+00

214+00

215+00

216+00

P T

R .6

L .7

R .0

L .6

R .0

L .3

R=150.00’

L=20.27’

S S

W V

G W P

W V

G W P G

W P

W V

G W P

W V

G W P

W V

G V

W V

SSS

W V

O /

G V

S S

G W P

W V

G W P

21387

31.63

BLDG

G W P

W V

S S

W V

G W P

W V

G V

W V

G W P

W V

G W P

W V

T T

W V

S W

W V

S S

W V

S S

W V

G W P

W V

C H

W V

E W V

W V

D W

RRR

R R

VENT

W V

G V

S S

U K

S S

W V

G W P

W V

(Q L

)(QL-D)

EORI

EOI

W V

B U

S H

B A

R T H

SS SS

B A

R T H

W V

EOI

W V

T T

W V

U K

P O

T E

N A

C E

A D

P O

N C

W V

S S

W M

UUU

M B

E X

E S

E X

M E T A L

E X

M E T A L

E X

M E T A L

E X

M E T A L

E X

M E T A L

E X

M E T A L

EX. 21" METAL

EX. 21" METALEX. 18" RCP EX. 18" RCP EX. 15" C

SDSD

EX. CONC. PAD

EX.CONC.

PAD

E X .1

R C P

E X

E S

W V

S S

W V

G V

W V

L A

S S

HBX

W W

L A

S S

L A

S S

L A

S S

EOI EOI

D I

D I D

L A

EOIEOI

W V

S S

G U

E S

G U

E S

R 1-

G U

E S

R 1R

R 1(

R 1-

L A

S S

VENT

W V

G T S

W V

GTS

W V

GTS

W V

GTS

R 1(

W V

EOI EOI

EOIEOI

W V

EOI

W V

EOI

W V

EOI

W V

EOI

W V

EOI

W V

EOI

W V

EOI

W V

C A

T V Q

L D

EOI

W V

EOI

0 125’ 250’

SCALE: 1"=250’

ABERDEEN BLVD.

RARITAN AVENUE

F R

A N

K F

BOOTHBY HILL AVE.

B E L

S T

SUSQUEHANNA AVE.

G E

N E

R A L

L A

Y O

U T

P L A

125’

G-5

C .A .C p G

N N C

R .d g n

CP-12

CP-45

CG-20

CG-37

CP-15

CP-47

CG-22

CG-39

C P

C G

CP-2

CP-34

CG-9

CG-26

CU-2

CP-4

CP-36

CG-11

CG-28

CU-4

CP-6

CP-38

CG-13

CG-30

CP-7

CP-39

CG-14

CG-31

CP-8

CP-40

CG-15

CG-32

CP-9

CP-41

CG-16

CG-33

CP-11

CP-43

CG-18

CG-35

CP-12

CP-44

CG-19

CG-36

CG-26

CG-41

CP-5

CP-14

CP-46

CP-59

CG-21

CG-38

CU-6

CP-1

CP-33

CP-49

CG-8

CG-25

CU-1

CP-3

CP-35

CP-51

CG-10

CG-27

CU-3

CP-5

CP-37

CP-55

CG-12

CG-29

CU-5

CP-10

CP-42

CP-53

CG-17

CG-34

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

S S

SSS

S S

SCO

S S S

G T

CO CO

COCOCO S S

G T

T P

T M

T P

TPTP

H H

T P

T P T

T P

M M

H H

T P

T M

T P

G G

GGG

C B

C B C

B C

C B

C B C

C B

C B C

C B

C B C

B C B

C B

C B C

C B

C B C

C B

D D D

CB CB

DD D

C B

CB D

D CB

DCB

CBCB

CBCB CB

C B

X X

X X X

X X

I N

W V

W VW

W V

W V W V

W V

W VW V

W V

W V W V

W V

W V W V

W V

W V W V

W V

W VW V

W V

W V W V

W V

W VW V

W V

W VW V

W V

V W

W V

W VW

W V

VW V

W V

W W

V P

W W

W W W

W W

T M

T P

T P T

T P

PTSta 241+73.56

POESta 255+47.65

91+

133+0

134+00 135+00 136+00 137+00 138+00 139+00 140+00 140+40

PCSta 30+36.22

PTSta 31+82.91

PCSta 35+12.95

P T S t a

P O

S t a

P C

S t a

P T S t a

T C

H L

T A . 3

E E

H E

T C

H L

T A . 3

E E

H E

T C

H L

T A .3

E E

H E

T C

H L

T A . 3

E E

H E

T C

H L

T A . 13

E E

H E

T C

H L

T A . 13

E E

H E

T C

H L

T A . 2

E E

H E

T C

H L

T A . 2

E E

H E

MATCHLINE STA. 609+00 - SEE SHEET

MATCHLINE STA.614+25 - SEE SHEET

MATCHLINE STA. 614+25 - SEE SHEET

MATCHLINE STA. 507+50 - SEE SHEET

MATCHLINE STA. 504+00 - SEE SHEET

MATCHLINE STA. 513+00 - SEE SHEET

MATCHLINE STA. 619+25 - SEE SHEET

M A

T C

H L

T A . 10

E E

H E

T C

H L

T A .10

E E

H E

T C

H L

T A . 115

E E

H E

T C

H L

T A .115

E E

H E

150’ 0 150’ 300’

SCALE: 1"=150’

100 14340094.3110 1319502.9187 41.6449 IRON ROD AND CAP

101 14339892.9198 1319896.1476 39.6841 IRON ROD AND CAP

102 14339488.3228 1320270.5111 38.6843 IRON ROD AND CAP

103 14339180.5848 1320754.1968 37.2490 IRON ROD AND CAP

104 14339641.7609 1321116.8249 39.3494 IRON ROD AND CAP

105 14340021.9895 1321392.1647 43.9523 IRON ROD AND CAP

106 14340241.1494 1320983.6957 47.3265 IRON ROD AND CAP

107 14340638.2987 1320521.1505 53.2243 IRON ROD AND CAP

108 14340336.4948 1320245.2298 46.1910 IRON ROD AND CAP

109 14340836.7074 1319694.2048 45.5886 IRON ROD AND CAP

110 14340688.9912 1319350.1962 51.6800 IRON ROD AND CAP

111 14340526.3390 1319045.1206 54.8590 CONC. MONUMENT APG 262

113 14340068.0898 1320678.3081 44.8400 IRON ROD AND CAP

115 14339362.8410 1319507.5257 35.7888 CONC. MONUMENT APG 259

116 14338977.6008 1319857.0242 33.4304 IRON ROD AND CAP

117 14338704.8448 1320293.7819 33.9336 IRON ROD AND CAP

118 14338252.0417 1320007.3930 32.1280 IRON ROD AND CAP

138 14339330.1071 1321634.9989 38.3619 IRON ROD AND CAP

141 14339751.1330 1321071.1348 39.4501 CONC. MONUMENT APG 253

142 14339129.5316 1320698.1567 38.0369 CONC. MONUMENT APG 252

146 14338838.7713 1321195.1670 34.2393 IRON ROD AND CAP

149 14338307.7610 1320707.8264 31.7800 IRON ROD AND CAP

BOOTHBY HILL AVE.

SURVEY CONTROL DATA

G E

O M

E T

Y O

U R

P L A

STA. 313+92.81 RARITAN

140+00 148+62145+00

149.43 294.64

CURVE DATA

CURVE DELTA Dc RADIUS TANGENT EXTERNALLENGTH

15.428^00’00.00"23^34’15.92" RIGHT

BOOTHBY HILL AVENUE

BOOTHBY HILL C-1 716.20

BOOTHBY HILL C-1

140+00 148+62

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

CONC.

MONUMENT

APG #259

CONC.

MONUMENT

APG #252

CONC.

MONUMENT

APG #262

CONC.

MONUMENT

APG #253

ROD AND CAP

RA #103 ROD AND CAP

RA #146

ROD AND CAP

RA #149

ROD AND CAP

RA #118

ROD AND CAP

RA #117

ROD AND CAP

RA #116

ROD AND CAP

RA #100

ROD AND CAP

RA #101

ROD AND CAP

RA #102

ROD AND CAP

RA #110

ROD AND CAP

RA #109

ROD AND CAP

RA #113

ROD AND CAP

RA #107

ROD AND CAP

RA #106

ROD AND CAP

RA #105

ROD AND CAP

RA #138

ROD AND CAP

RA #104

400+00 405+00 410+00 415+00 420+00 424+95

B B

POB STA. 400+00.00 PI STA. 406+15.50

P I S

T A

P O

T A

N 14341075.94

E 1320115.35

N 14340697.75

E 1320600.95

ABERDEEN BLVD.

N 52^05’16.84" W N 51̂25’16.80" W

N 51̂59’22.42" W

POE STA. 521+53.22

POB STA. 500+00.00

N 14340975.11

E 1320840.29

N 14339279.42

E 1319513.25

F R

A N

K F

’4

E N

’4

POB STA.600+00.00

POE STA. 624+80.38

B E L

S T

’5

N 14338430.11

E 1320112.72

N 14340386.01

E 1321638.07

300+00 305+00 310+00

315+00

317+94

P O

T A

N 52^09’29.89" WN

ROD AND CAP

RA #108

200+00 205+00 210+00 215+00 217+94

P O

T A

SUSQUEHANNA AVE. N 51^58’08.09" W

STA. 500+00.00 FRANKFORD=

STA. 134+67.52 BOOTHBY HILL

STA. 506+57.28 FRANKFORD=

STA. 204+00.00 SUSQUEHANNA

STA. 513+04.25 FRANKFORD=

STA. 304+00.00 RARITAN

STA. 517+87.13 FRANKFORD=

STA. 406+33.04 ABERDEEN

STA. 416+25.09 ABERDEEN

STA. 213+93.90 SUSQUEHANNA

STA. 144+62.54 BOOTHBY HILL

STA. 602+98.41 BEL AIR=

STA. 620+77.32 BEL AIR=

STA. 616+07.19 BEL AIR=

STA. 609+56.95 BEL AIR=

RARITAN AVE.

O B

T A . 12

N7 5̂

’0

4.7 0"

T A . 13

1+ .9

135+00

P I S

T A . 13

N 51̂53’48.77" W

P O

T A

G-6

C .A .C p G

N N C

R .d g nS

O L

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

25+00

30+00

35+00

40+00

A B

E R

D E

A B

E R

D E

MARYLAND BLVD

50+0045+00

MARYLAND BOULEVARD CURVE NO. 1

PI STATION = 25+62.56

DELTA = 63^55’23"

DEGREE = 1^34’50"

TANGENT = 2261.77’

LENGTH = 4044.33’

RADIUS = 3625’

LONG CHORD = 3837.79’

MID CHORD = 549.54’

PC STATION = 3+00.79

PT STATION = 43+45.09

BACK = S 78^35’11" E

AHEAD = N 37^29’25" E

BACK = N 69^27’07" E

N 14342606.37

E 1318155.05

N 14341799.85

E 1319188.33

1’3

" W

G-7

S U

S Q

U E

H A

DARL

INGTO

MON #

MONUMENT NO. NORTHING

14,340,621.610

ELEVATIONEASTING

14,341,694.920

14,342,852.170

1,316,418.086

1,317,438.443

1,318,568.721 61.34

44.78

47.94

MONUMENTS

150’ 0 150’ 300’

SCALE: 1"=150’

G E

O M

E T

Y O

U R

P L A

STA. 46+91.55 MARYLAND BLVD B =

STA. 6+66.43 ABERDEEN BLVD B

STA. 46+91.60 MARYLAND BLVD B =

STA. 6+60.57 ABERDEEN BLVD B

A 1+

M A R

YLA

N D

LVD

N 14342249.14

E 1318612.71

P O

T A

POE STA. 13+90.78

POB STA. 0+80.00

P O

T A .7

P O

S T

A 1.

STA.

N 14342245.54

E 1318617.33

N 37^39’45.98" EN 37^29’25.28" E

C .A .C p G

N N C

R .d g nS

O L

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

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

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

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’

CONCRETE

SIDEWALK

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%

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’

CONCRETE

SIDEWALK

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’

CONCRETE

SIDEWALK

6’

4:1

VARIES

MATCH EXISTING ELEVATION

VARIES

(19’-30’)

PARKING

3’

2’

CONCRETE

SIDEWALK

6’ 3’

4:1 2%

3’

1’

1’ 1’

2:1

MAX

2’

STATION 408+70.00

TO 415+39.00

CONCRETE SIDEWALK RECONSTRUCTION FROM

STATION 515+41.33 TO STATION 517+44.44

MATCH EXISTING ELEVATION

VARIES

EXISTING

GROUND2%

4:1

CONCRETE

SIDEWALK

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’

FRANKFORD SHOULDER RECONSTRUCTION; SEE PAVEMENT DETAIL SHEET C-5

FULL DEPTH SAWCUT

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

4:1

FLAT

VARIES

VARIES2’2’ 6’ 2’

VARIES

TRAVEL LANE

EX. EX.

TYPICAL NORMAL CROWN SECTION - BEL AIR ST.

TRAVEL LANE

EXISTING

GROUND

EXISTING

GROUND

EXISTING

CURB

EXISTING

CURB

EXISTING CURB ENDS AT STATION 609+50

12’ 12’

LB CONSTRUCTION BEL AIR ST.

TRAVEL LANE

EX. EX.

TYPICAL NORMAL CROWN SECTION - BEL AIR ST.

TRAVEL LANE

EXISTING

GROUND

12’

LB CONSTRUCTION BEL AIR ST.

TRAVEL LANE

12’ VARIES

(0’-12’)

10’

STATION 617+00.00 TO 621+00.00

STATION 602+50.00 TO 617+00.00

TRAVEL LANE

12’

LB CONSTRUCTION BEL AIR ST.

TRAVEL LANE

12’ VARIES

2% EX.

EX.

EXISTING

GROUND

TYPICAL NORMAL CROWN SECTION - BEL AIR ST.

PAINTED MEDIAN

(10.6’-0’)

VARIES

RIGHT TURN

LANE

(12’-0’)

2’

EXISTING

GROUND 2%

VARIES (14’-9’)

STATION 621+00.00 TO 624+35.98

2:1

T Y P

A L

S E

C T

N S

TRAVEL LANETRAVEL LANE

EXISTING

GROUND

EXISTING

GROUND

SHLD

12’

RIGHT TURN

LANE

TYPICAL NORMAL CROWN SECTION - SUSQUEHANNA AVE.

STATION 200+00.00 TO 214+56.96

B CONSTRUCTION

SUSQUEHANNA AVE.

Ex. Ex. Ex.

4:1

VARIES

0’ TO 11’

VARIES

11’ TO 12’

VARIES

(2’-3’)

2’

VARIES

NOTES:

PROPOSED 2" GRINDING AND 2" RESURFACING

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

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

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

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

PROPOSED CURB AND RIGHT TURN LANE ENDS AT STATION 203+06.98

(12’-14’)

1’

C-2

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)

FULL DEPTH SAWCUT

EXISTING

GROUND

PAVEMENT REMOVAL TYPICAL SECTION

VARIES

PROPOSED TRAVEL LANES

VARIES

EXISTING

GROUND

EXISTING

PAVEMENT

REMOVAL

E .G

1" p H

T X C

R .d g n

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

CONCRETE

SIDEWALK

4:1 M

4:1

MAX

EXISTING

GROUND

LB CONSTRUCTION ABERDEEN BLVD

TRAVEL LANE

EXISTING

GROUND

11’

LEFT TURN

LANE

11’

TRAVEL LANE

LB CONSTRUCTION ABERDEEN BLVD

TRAVEL LANELEFT TURN

LANE

TRAVEL LANE TRAVEL LANE

11’ 11’ 11’ 11’

STATION 6+50.00 TO 12+00.00

LB CONSTRUCTION MARYLAND BLVD

TRAVEL LANE

12’ 12’

STATION 47+00.00 TO 50+25.00

12’ 12’12’

LB CONSTRUCTION MARYLAND BLVD

TRAVEL/

RIGHT TURN

LANE

12’12’

STATION 43+00.00 TO 47+00.00

12’ 12’ 11’ 11’30’

STATION 24+79.30 TO 28+89.70

EX. EX. EX. EX. EX. EX.

EX. EX. EX.

EX. EX.

EX.

VARIES

2’

4’4’

TYPICAL SECTION - MARYLAND BLVD

EX.

TRAVEL LANE

EX.

TRAVEL LANE

12’

EX.

TRAVEL LANE

EX.

TRAVEL LANE

EXISTING GRASS MEDIAN

6’

TYPICAL SECTION - ABERDEEN BLVD

TRAVEL LANE

VARIES

(0’-11’)

EX. EX.EX.

(7’-11’)

STATION 0+90.00 TO 6+50.00

2’

VARIES

(0’-11’)

VARIES

(11’-0’) (0’-11’)

VARIES

EX.

EX. RIGHT

TURN LANE

EX.

TRAVEL LANE

EX. TRAVEL/

LEFT TURN

LANE

EX.

SHLDR

EX.

SHLDR TRAVEL LANE TRAVEL LANE RIGHT TURN

LANE

VARIES

(0’-11’)

EX. EX.

41’

EXISTING

GROUND

LEFT TURN

LANE

LEFT TURN

LANE

TRAVEL LANE

12’ 4’

SHLDR

EX.

MATCH EXISTING

ELEVATION

MATCH EXISTING

ELEVATION

EX. EX. EX.

PAINTED

MEDIAN

6’ 9’

VARIES

(0’-12’)

VARIES

(0’-12’)

4’

EX.

TRAVEL LANE

EX. TRAVEL/

RIGHT TURN

LANE

EX.

LEFT TURN

LANE

EX.

LEFT TURN

LANE

PAINTED

MEDIAN

VARIES

(12’-0’)

VARIES

(12’-0’)

EX.

TRAVEL LANE

4’

SHLDREX.

SHLDR

VARIES

(0’-11’)

VARIES

(0’-11’)

TYPICAL SECTION - ABERDEEN BLVD

VARIES

(0’-12’)

TYPICAL SECTION - MARYLAND BLVD

5 5

NOTES:

PROPOSED 2" GRINDING AND 2" RESURFACING

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)

W BEAM TRAFFIC BARRIER USING 8’ LONG POSTS (MD SHA STD NO. 605.22) TO BE REMOVED AND REPLACED 2’ FROM EDGE OF TRAVEL LANE

5 FULL DEPTH SAWCUT

10’ 10’0 20’

SCALE: 1"=10’

C-3

T Y P

A L

S E

C T

N S

C .A .C p H

T X C

R .d g n

MATCH

EXISTING

B CONSTRUCTION MARYLAND BLVD

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

D E

R D

M M

A R

C-4

N .T .S p H

T X

U D C

R .d g n

W .K .W

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

ABERDEEN UNDERDRAIN SUMMARY

WESTBOUND

DRAINS FROM DRAINS TO OUTLET

FRANKFORD UNDERDRAIN SUMMARY SUSQUEHANNA UNDERDRAIN SUMMARY BEL AIR UNDERDRAIN SUMMARY

STA. 409+00, LT.

STA. 409+00, LT. STA. 410+00, LT.

STA. 410+00, LT. STA. 414+00, LT.

TO DITCH INV. 51.5

TO DITCH INV. 50.5

TO INLET (I-4) INV. 43.3

STA. 414+00, LT. STA. 415+37, LT. TO INLET (I-5) INV. 41.7

STA. 415+37, LT. TO INLET (I-5) INV. 41.4BEL AIR STA. 624+25, LT.

FRANKFORD STA. 518+70, RT.

BEL AIR STA. 622+00, RT. STA. 418+14, LT. TO MANHOLE (MH-2) INV. 40.6

STA. 418+14, LT. STA. 422+06, LT. TO INLET (I-14) INV. 39.6

TO JUNCTION BOX INV. 49.3

STA. 400+00, LT.

STA. 400+59, LT.

TO JUNCTION BOX INV. 47.4

SOUTHBOUND

DRAINS FROM DRAINS TO OUTLET

STA. 619+00, LT.

STA. 619+00, LT. STA. 617+20, LT.

STA. 620+10, LT. TO DITCH INV. 40.1

TO DITCH INV. 38.3

SOUTHBOUND

DRAINS FROM DRAINS TO OUTLET

STA. 521+00, LT.STA. 518+80, LT.

EASTBOUND

DRAINS FROM DRAINS TO OUTLET

STA. 202+00, RT.

STA. 202+00, RT. STA. 203+04, RT.

STA. 201+00, RT.TO EX. INLET INV. 52.5 TO INLET (I-18) INV. 35.6

TO INLET (I-19) INV. 34.8

STA. 402+36.5, LT.

TO SLOPE INV. 54.0 ASTA. 0+90, LT.STA. 3+75, LT.

EASTBOUND

DRAINS FROM DRAINS TO OUTLET

STA. 26+00, RT.STA. 28+15, RT.

MARYLAND BOULEVARD UNDERDRAIN SUMMARY

TO SLOPE INV. 47.4 A

STA. 26+00, RT. STA. 24+80, RT. TO SLOPE INV. 46.8 A

STA. 6+00, RT. STA. 0+90, RT. ATO SLOPE INV. 54.0 *

* OUTLET TO CROSS UNDER ABERDEEN BLVD. AND OUTLET ON THE LEFT SIDE SLOPE.

A N.T.S.

6" PERFORATED UNDERDRAIN OULET

FILTRATION GEOTEXTILE

FRANKFORD STA. 518+80, LT.

4" TOP SOIL, SEED & MULCH

3" BITUMINOUS CONCRETE SURFACE COURSE

3" BITUMINOUS CONCRETE BASE COURSE

6" UNTREATED GRADED AGGREGATE BASE COURSE

4" UNTREATED GRADED AGGREGATE BASE COURSE

4" RAPID DRAINAGE MATERIALS (RDM) BASE COURSE

FILL

6" DIAMETER PERFORATED

PVC UNDERDRAIN NOTE: UNDERDRAIN

TRENCH SHALL BE WRAPPED IN CLASS

SD TYPE II GEOTEXTILE (1 FT OVERLAP).

12" RDM

6" 3" 3" 6"

4" RDM

FILL

8" CURB & GUTTER

3" BITUMINOUS CONCRETE SURFACE COURSE

3" BITUMINOUS CONCRETE BASE COURSE

4" UNTREATED GRADED AGGREGATE BASE COURSE

6" UNTREATED GRADED AGGREGATE BASE COURSE

4" RAPID DRAINAGE MATERIALS (RDM) BASE COURSE

4" TOP SOIL, SEED & MULCH

6" DIAMETER PERFORATED

PVC UNDERDRAIN NOTE: UNDERDRAIN

TRENCH SHALL BE WRAPPED IN CLASS

SD TYPE II GEOTEXTILE (1 FT OVERLAP).

3’ -4

1’-

G R

A D

" X

" C

ONCRETE

SLEEVE

ANCHOR

HEX

NUT

HEAD

THROUGH�

" H

OLE

1" " G

MES

ELD

THE

BACK

#1 S

TRI

1" X�

" S

TRI

ELD

TS)

5’ -0

1’-

OUTFALL

ROTECTI

3" STONE @ MINIMUM

DEPTH OF 6"

FILTRATION GEOTEXTILE

N.T.S.

6" PERFORATED UNDERDRAIN FOR OPEN SECTION

N.T.S.

BEL AIR ROAD

6" PERFORATED UNDERDRAIN FOR OPEN SECTION

12" OVERLAP

6" 3" 3" 6"

10" RDM

6" RDM

4" RDM

12" OVERLAP

RODENT CONTROL

SCREEN

FINISHED GRADE

2" INVERT

ABOVE GRADE

6" SUBDRAIN

6" X 6" - W2.9 x W2.9 WWM

3500 PSI CONCRETE

2�"

PLAN

SECTION A-A

MATCH EX. SLOPE

TOE

4" TOP SOIL, SEED & MULCH

B N.T.S.

6" PERFORATED UNDERDRAIN FOR CLOSED SECTION

3" BITUMINOUS CONCRETE SURFACE COURSE

3" BITUMINOUS CONCRETE BASE COURSE

6" UNTREATED GRADED AGGREGATE BASE COURSE

4" UNTREATED GRADED AGGREGATE BASE COURSE

4" RAPID DRAINAGE MATERIALS (RDM) BASE COURSE

FILL

6" DIAMETER PERFORATED

PVC UNDERDRAIN NOTE: UNDERDRAIN

TRENCH SHALL BE WRAPPED IN CLASS

SD TYPE II GEOTEXTILE (1 FT OVERLAP).

10" RDM

6" 3" 3" 6"

6" RDM

4" RDM

12" OVERLAP

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

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

1. 3.0"

2. 3.0"

3. 4.0"

4. 4.0"

BITUMINOUS CONCRETE SURFACE COURSE (HMA SUPERPAVE 12.5MM)

BITUMINOUS CONCRETE BASE COURSE (HMA SUPERPAVE 19.0MM)

UNTREATED GRADED AGGREGATE BASE COURSE

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

6. 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. 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.

5. SIDEWALK RAMP SHALL BE INCLUDED IN PRICE BID FOR CONCRETE SIDEWALK. DEPRESSED CURB AND CURB TRANSITION SHALL BE

INCLUDED IN PRICE BID FOR CURB OR CURB & GUTTER ADJACENT TO SIDEWALK RAMP. DETECTABLE WARNING SURFACE SHALL BE

PAID FOR IN ACCORDANCE WITH SECTION 611 OF THE SPECIFICATIONS.

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.

3. DETECTABLE WARNING SURFACE SHALL BE PAID FOR IN ACCORDANCE WITH SECTION 611 OF THE SPECIFICATIONS.

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.

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

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.

THIS DETAIL IS TO BE USED AT ALL LOCATIONS WHERE

PROPOSED CURB ENDS WITHOUT TYING INTO EXISTING CURB

C-5

C .A .C

N .T .S p H

T X C

R .d g n

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

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

PLAN

X .1

ELEVATION

BACK EDGE

OF SIDEWALK

GRASS OR

HARDSCAPE

BUFFER

SECTION A-ANOTES

6. SIDEWALK RAMPS TO BE SHOWN ON PLANS SYMBOLICALLY AND…

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