MONTGOMERY COUNTY DEPARTMENT OF ......2017/04/05 · CMP CLF CL. C or C/L C.B.R. CATV C.C. BOT. B.M. B.C. BIT. BK B or B/L APPROX. AHD ADT A.A.S.H.T.O. High Point Concrete Pipe Horizontal

I:\P

ROJE

CTS\4015

595\4015

595_0024\90_C

AD

Models and Sheets\04_C

T_Tra

nsportation\p

GN-T001_

Bra

dm

oor-

Roosevelt.d

gn

Wednesday, April 0

5, 2017 AT 10:5

0 A

M

FIL

E:

PLO

TTE

D:

guilia

mc -

BY:

www.stvinc.com

Baltimore, MD 21244

7125 Ambassador Road, Suite 200

STV Incorporated

MONTGOMERY COUNTY

DEPARTMENT OF TRANSPORTATION

N

SCALE : 1"= 1000'

PROFESSIONAL CERTIFICATION

SPECIFICATIONS OF THE MARYLAND STATE HIGHWAY ADMINISTRATION, MONTGOMERY COUNTY, AND

THE WASHINGTON SUBURBAN SANITARY COMMISSION.

COUNTY DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION, UNLESS OTHERWISE NOTED.

SPECIFIED.

NECESSARY, TO MEET EXISTING CONDITIONS, AS APPROVED BY MONTGOMERY COUNTY DEPARTMENT

OF TRANSPORTATION'S PROJECT INSPECTOR.

THE CONTRACTOR MUST DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF THE LINES BY

DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS, WELL IN ADVANCE OF TRENCHING. IF

CLEARANCES ARE LESS THAN SHOWN OR SIX (6) INCHES, WHICHEVER IS LESS, CONTACT

MONTGOMERY COUNTY DEPARTMENT OF TRANSPORTATION'S PROJECT INSPECTOR AND THE

APPROPRIATE UTILITY OWNER BEFORE PROCEEDING WITH CONSTRUCTION.

OR METHOD OF OPERATION MUST BE MADE AT THE CONTRACTOR'S EXPENSE BEFORE PROCEEDING

WITH CONSTRUCTION.

PERMIT REQUIREMENTS MAY BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES,

PLANTING, REMOVAL, OR ROOT CUTTING ON TREES WITHIN THE PUBLIC RIGHT OF WAY.

MARYLAND FOREST, PARK AND WILDLIFE SERVICE, TELEPHONE 301-854-6060

2. TYPES OF STORM DRAIN STRUCTURES REFER TO THE "DESIGN STANDARDS" OF MONTGOMERY

3. ALL STORM DRAIN PIPE SHALL BE INSTALLED WITH CLASS "C" BEDDING UNLESS OTHERWISE

4. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO STORM DRAIN STRUCTURES, WHEN

5. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT

6. REPAIRS TO UTILITIES OR PROPERTY DAMAGE AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE

8. CLEARING IS TO BE LIMITED TO THE "LIMIT OF GRADING" AS SHOWN ON THE PLANS.

12. THE CONTRACTOR SHALL OBTAIN A ROADSIDE TREE PERMIT FOR ANY MAINTENANCE, TREATMENT,

11. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED.

SPECIFICATIONS FOR TOPSOIL", PRIOR TO FINAL VEGETATIVE STABILIZATION.

9. ALL GRADING SHALL BE DONE IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE.

10. ALL DISTURBED AREAS MUST BE TOPSOILED PER THE MONTGOMERY COUNTY "STANDARDS AND

GENERAL NOTES

13. HORIZONTAL DATUM: MSHA, NAD 83/91 VERTICAL DATUM: NAVD 88

7. CALL "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO THE START OF WORK. THE EXCAVATOR

MUST NOTIFY ALL PUBLIC UTILITY COMPANIES WITH UNDER GROUND FACILITIES IN THE AREA OF

PROPOSED EXCAVATION AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO

COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH REQUIREMENTS OF

CHAPTER 36A OF THE MONTGOMERY COUNTY CODE.

1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD


INTERSECTIONIMPROVEMENTS

PROJECT LENGTH = 0.04 MILES

BRADMOOR DRIVEAT ROOSEVELT STREET

191

187

188

VICINITY MAP

SITE

PROJECT

EVI

RD R

O

OM

DA

RB

ROOSEVELT STRE

ET

DA

OR

NR

UB

YA

R

EU

NE

VA

NOT

GNI

VRI

EVI

RD

G

NIW

E

WILSO

N LANE

WILSON LANE

DRAVE

LUOB

YELDARB

YAWKRAP NOTGNITNUH

OLD

GE

OR

GET

OW

N

RO

AD

DRA

VE

LU

OB

R

EIT

TIH

W

ABER

DEEN

RO

AD

DAOR EERTNE

ERG

DAOR EERTNE

ERG

ENAL NEDIAM

GLENWOOD ROAD

INDEX OF SHEETS

SHEET NO. DWG NO.

100 EDISON PARK DRIVE, 4TH FLOOR

GAITHERSBURG, MD. 20878

DIVISION OF TRAFFIC

ENGINEERING AND OPERATIONS

DAN SANAYI, SECTION CHIEF

C. I. P. PROJECT NO. 507017

NO. 35321, EXPIRATION DATE: JANUARY 6, 2018.

ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE

APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR

DATE

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

LT-04

LT-03

LT-02

LT-O1

SN-02

SN-01

ES-02

ES-01

TTC-05

TTC-04

TTC-03

TTC-02

TTC-01

HD-01

DE-01

GN-01

-

240-777-2131

LIGHTING DETAILS

LIGHTING DETAILS

LIGHTING DETAILS

LIGHTING PLAN

SIGNING AND MARKING INDEX OF QUANTITIES

SIGNING AND MARKING PLAN

EROSION AND SEDIMENT CONTROL PLANS

EROSION AND SEDIMENT CONTROL NOTES

TEMPORARY TRAFFIC CONTROL PLAN - BUS ROUTE DETOUR

TEMPORARY TRAFFIC CONTROL PLAN - PHASE 2

TEMPORARY TRAFFIC CONTROL PLAN - PHASE 1 SUBPHASE A

TEMPORARY TRAFFIC CONTROL PLAN - PHASE 1

TEMPORARY TRAFFIC CONTROL PLAN

ROADWAY PLAN

MISCELLANEOUS DETAILS

ABBREVIATIONS & CONVENTIONAL SIGNS

TITLE SHEET

ABBREVIATIONS

32+50

173.6

210.2

2

DATUM LINE

DATUM LINE

31

210.2

E

PROPOSED MEDIAN BARRIER

STATE, COUNTY OR CITY LINES

PROPOSED TRAFFIC BARRIER

EXISTING TRAFFIC BARRIER

RIGHT OF WAY LINE

EXISTING ROADWAY

RAILROAD

FIRE HYDRANT

ELECTRICAL HAND BOX - SIGNALS

FLOW LINE

PROPOSED FENCE LINE

EXISTING FENCE LINE

GROUND ELEVATION

GRADE ELEVATION

EXISTING DROP INLET

UTILITY POLE

WETLAND

WETLAND BUFFER

HEDGE / TREE LINE

CONIFEROUS TREE

BUSH / TREE

PROPOSED PIPE / CULVERT

EXISTING PIPE / CULVERT

CONVENTIONAL SIGNS(SAMPLES)

WATERS OF THE U.S.

HISTORIC BOUNDARY

L

L

W.V.

W.S.

W.M.

WB

W.B.

W

V.C.L.

VCL

U.S.D.A.

U.P.

U.G.

TYP.

T.S.

TS

TRAV.

T.M.

TL

T.G.

T.C.

T

SWM

S.Y.

SO.

STA.

STD.

SSF

SSD

S.P.T.

S.P.P.

SHT.

SF

S/E

S.D.D.

S.D.

SB or S/B

SAN.

S

R.M.

R.Q.D.

Water Valve

Wrapped Steel

Water Meter

Wetland Buffer

Westbound

Water

Vertical Curve Length

Vertical Clearance

of Agriculture

United States Department

Utility Pole

Underground

Typical

Top of Slab

Temporary Swale

Traverse

Top of Manhole

Traverse Line

Top of Grate

Top of Cover

Telephone

Stormwater Management

Square Yards

Single Opening

Station

Standard

Super Silt Fence

Stopping Sight Distance

Standard Penetration Testing

Structural Plate Pipe

Sheet

Silt Fence

Super Elevation

Surface Drain Ditch

Storm Drain

Southbound

Sanitary Sewer

South

Rootmat

Rock Quality Designation

R.C.C.P.

R.C.P.

RW or R/W

RT.

R.F.

R

PVT

PVRC

PVI

P.V.C.

P.T.

PT.

P.R.C.

PROP.

P.O.T.

P.O.C.

P.I.

P/R

P/GL

P.G.L.

P/GE

P/C

P.C.C.

P.C.

PAV'T.

O.M.

OHE

O.C.

N.P.

N.E.

N.B.

N

MIN.

MOD.

M.D.D.

MAX.

M.C.

LT.

L.P.

L.L.

L.F.

L

K

J.B.

INV.

I.S.T

IN

Reinforced Cement Concrete Pipe

Reinforced Concrete Pipe

Right of Way

Right

Rock Fragments

Radius

Point of Vertical Tangency

Point of Vertical Reverse Curve

Point of Vertical Intersection

Point of Vertical Curvature

Point of Tangency

Point

Point of Reverse Curve

Proposed

Point On Tangent

Point On Curve

Point of Intersection

Point of Rotation

Profile Ground Line

Profile Grade Line

Profile Grade Elevation

Point of Crown

Point of Compound Curvature

Point of Curvature

Pavement

Optimum Moisture

Overhead Electric

On Center

Non-Plastic

Northeast

Northbound

North

Minimum

Modified

Maximum Dry Content

Maximum

Moisture Content

Left

Light Pole

Liquid Limit

Linear Feet

Length

K Inlet

Junction Box

Invert

Inlet Sediment Trap

Inch

L

HP

H.E.R.C.P.

HDWL.

H.D.P.

H.B.

G.V.

G

FWD.

F.H.

F.B.D.

F or FL

FT.

EX. or EXIST.

ES

E.R.C.C.P.

E.O.S.

ELEV.

E.B.

EA.

E

D.O.

DIA.

D.I.

D.H.V.

DC

CORR.

COR.

CONSTR.

CONC.

COMB.

C.O.

CMP

CLF

CL.

C or C/L

C.B.R.

CATV

C.C.

BOT.

B.M.

B.C.

BIT.

BK

B or B/L

APPROX.

AHD

ADT

A.A.S.H.T.O.

High Point

Concrete Pipe

Horizontal Ellipitical Reinforced

Headwall

High Density Polyetheylene

Handbox

Gas Valve

Gas

Forward

Fire Hydrant

Flat Bottom Ditch

Flowline

Feet

Existing

End Section

Concrete Pipe

Elliptical Reinforced Cement

Edge of Shoulder

Elevation

Eastbound

Each

Electric

Double Opening

Diameter

Drop Inlet

Design Hourly Volume

Degree of Curve

Correction

Corner

Construction

Concrete

Combination

Cleanout

Corrugated Metal Pipe

Chainlink Fence

Class

Centerline

California Bearing Ratio

Cable Television

Center of Curve

Bottom

Bench Mark

Bituminous Concrete

Bituminous

Back / Book

Baseline

Approximate

Ahead

Average Daily Traffic

Transportation Officials

American Association of State Highway

BASE LINE OR SURVEY LINE

WATER / STREAM

GN-01

2

JNS

CSC

SRH

GN-01

NONE

21350

SEPTEMBER 20, 2018

ABBREVIATIONS & CONVENTIONAL SIGNS

smithjn -

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Wednesday, April 05, 2017 AT 09:14 AM

BY:

FILE:

PLOTTED:

www.stvinc.com

Baltimore, MD 21244


STV Incorporated

NO. REVISION BY APP'D DATE DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE

SCALE: 1"= 10'


DIVISION OF TRAFFIC ENGINEERING & OPERATIONS

MONTGOMERY COUNTY, MARYLAND

1 OF 17

SHEET NO.

INTERSECTION IMPROVEMENTS

AT ROOSEVELT STREET

BRADMOOR DRIVE

Approved:

Chief, Division of Traffic Engineering and Operations

Recommended:

Approved:

Chief, Traffic Engineering Design and Operations Section

Engineer, Traffic Engineering Design and Operations Section

35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________

THE STATE OF MARYLAND."ENGINEER UNDER THE LAWS OF A DULY LICENSED PROFESSIONAL APPROVED BY ME, AND THAT I AM DOCUMENTS WERE PREPARED OR "I HEREBY CERTIFY THAT THESE

APRIL 2017

APRIL 2017

APRIL 2017

EXISTING PAVEMENT

1'

4

PAVEMENT DETAIL 'B'

2

LIMIT OF EXCAVATION

3

PAVEMENT

EXISTING

PAVEMENT

EXISTING

1

5

PAVEMENT DETAIL 'A'

SAWCUT

FULL DEPTH

N.T.S.

CURB AND GUTTER PLACEMENT

N.T.S.

MEDIAN REMOVAL

SAWCUT

FULL DEPTH

SAWCUT

FULL DEPTH

3 EXCAVATION

LIMIT OF

MATCH WIDTH OF EXISTING MEDIAN

(4' MIN.)

PAVEMENT LEGEND

DE-01

2 55

EXISTING PAVEMENT

7

PAVEMENT DETAIL 'C'

SAWCUT

FULL DEPTH

3 EXCAVATION

LIMIT OF

SAWCUT

FULL DEPTH

EXISTING PAVEMENT

7'

40'

N.T.S.

ISLAND CONSTRUCTION

6

2%

EXISTING

MATCHEXISTING

MATCH

1'

EXISTING

VARIES

VARIES

SCALE: AS SHOWN

3

TOPSOIL AND SODDING

PLACE 4 INCH FURNISHED

BACKFILL W/ COMMON BORROW

REMOVE EXISTING PAVEMENT

7

3EXCAVATION

LIMIT OF

7'

6

2%

1'


REMOVE EXISTING PAVEMENT

MISCELLANEOUS DETAILS

EXISTING PAVEMENT

21350

SEPTEMBER 20, 2018

DE-01

SRH

CSC

JNS

EXISTING PAVEMENT

1'

4

5

SAWCUT

FULL DEPTH

3 EXCAVATION

LIMIT OF

GROUND

EXISTING

8

2%

*2:1

MAX

POSITIVE DRAINAGE PATTERNS

*NOTE: CONTRACTOR SHALL MAINTAIN

SIDEWALK TIE-IN DETAIL

N.T.S.

GRADING SECTION

EXCAVATION

LIMIT OF

EXCAVATION

LIMIT OF

TOPSOIL AND SODDING

PLACE 4 INCH FURNISHED

8

7

6

5

4

3

2

1

VARIES 5' TO 8'

EXISTING SIDEWALK

*VARIES

MATCH EXISTING SIDEWALK

EXISTING PAVEMENT

4" DEPTH RESIDENTIAL DISTRICT SIDEWALK / RAMP

TYPE F (STD NO. MC-104.01)

MOUNTABLE CONCRETE CURB AND GUTTER

BRICK COLOR AND PATTERN TO BE DETERMINED BY THE ENGINEER.

(MODIFIED DETAIL OF BRICK PAVER SIDEWALK ON PAGE 338 OF IFB NO. 1051427).

BRICK PAVER TRUCK APRONG WITH 8" CONCRETE BASE

TOP OF EXISTING PAVEMENT

GUTTER TYPE A (STD. NO. MC-100.01)

COMBINATION CONCRETE CURB AND

4" GRADED AGGREGATE BASE

25.0mm, PG 64-22

5"HMA BASE PAVEMENT FOR ROADWAY,

12.5mm, PG 64-22

1.5" HMA SURFACE PAVEMENT FOR ROADWAY,


CURB AND GUTTER AND PAVEMENT

REMOVE EXISTING

smithjn -

I:\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pHD-D001_Bradmoor-Roosevelt.dgn


BY:

FILE:

PLOTTED:

www.stvinc.com

Baltimore, MD 21244


STV Incorporated


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE




1 OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

XX-XX

Approved:


Recommended:

Approved:



35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


JANUARY 6, 2018

APRIL 2017

APRIL 2017

APRIL 2017

WOOD FENCE

5805 ROOSEVELT ST

5804 ROOSEVELT ST

8404 Bradmoor Dr

SIGN

OHW

OHW

SIGN

PAINT

ROAD

SIGN

NOT USEDDRIVEWAY A

PRON

SIGN

WATER

WATER

WA

TE

R

OH

W OH

W

DRIVEWAY

WA

TE

R

SIGN

SIGN

OH

W

WA

TE

R

OH

W

SIGN

WA

LK

WA

LK

OHW

EP 765422-9574COBRAHEAD

GAS

GAS

WA

TE

R

OHW

OH

W


BUS STOP

WALL

RETAINING

WATER

8" RED CEDAR

8" RED CEDAR

10" MULBERRY

16" DOGWOOD

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

8" DOGWOOD

10" CHERRY

2" CHERRY

WV

MAIL

BOX

S

EXIS

T. S

TO

P

BA

R

EXIS

T. S

TO

P

BA

R

GV

WV

TBAR

RE

TAININ

G

WA

LL

W.M.

W

G

G

SS

11+00

12+00

+50

P.C. S

TA. 12

+00.0

0

52+00

+50

+50

51+

00

EX. ROW

EX. ROW

EX. ROW

smithjn -

I:\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pHD-P001_Bradmoor-Roosevelt.dgn


BY:

FILE:

PLOTTED:

www.stvinc.com

Baltimore, MD 21244


STV Incorporated


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE

SCALE: 1"= 10'




1 OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

SDY

XX-XX

Approved:


Recommended:

Approved:



35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


JANUARY 6, 2018

APRIL 2017

APRIL 2017

APRIL 2017

SID

EW

AL

K

OH

W

TEST PIT

1" UNKNOWN

WATERWATER O

HW

DRIVEWAY

34" MAPLE

22" MAPLE

1" UNKNOWN

WO

OD

FE

NC

E

RE

TAININ

G

WA

LL

TP

S C/OS C/O

W.M. +

50

51+

00

N

TO MD 187

TO

MD 19

1

TO EWING DRIVE

ROOSEVELT STREET

B

ROOSEVELT STREETL CONSTRUCTION

B

CURB AND GUTTERMATCH EXISTING

20'R

7'

30'R

20'R

30'R

5'

CU

RB

AN

D

GU

TT

ER

MA

TC

H

EXIS

TIN

G

CURB AND GUTTERMATCH EXISTING

CU

RB

AN

D

GU

TT

ER

MA

TC

H

EXIS

TIN

G

LEGEND

BR

AD

MO

OR

DRIV

EL

CO

NS

TR

UC

TIO

N

BR

AD

MO

OR

DRIV

E

CURVE NO. 2

CU

RV

E

NO. 1

5'6'

+95.5

10.0' RT.

+91.2

15.5' RT.

+81.3

10.0' LT.

+07.8

3.5' RT.

+10.7

6.0' RT.

+5.5

8.9' LT.

+6.7

10.0' LT.

+35.9

6.0' RT.

+13.4

9.3' LT.

+13.4

6.0' RT.

+23.2

9.3' LT.

+26.8

7.0' RT.

+27.9

5.9' RT.

1'R

3'R

+26.2

6.8' LT.

3'R

1'R

2%

2%

2%

12:1

12:1

12:1

2%

DETECTABLE WARNING SURFACE

+36.0

9.3' LT.

697 S.F. STA. 51+48 TO STA. 51+86, ISLAND

TYPE F (STD NO. MC-104.01)

MOUNTABLE CONCRETE CURB AND GUTTER

126 L.F. STA. 51+47 TO STA. 51+87, ISLAND

47 L.F.

76 L.F.

128 L.F.

58 L.F.

119 L.F.

STA. 52+16 TO STA. 52+36, MED.

STA. 51+13 TO STA. 51+47, MED.

STA. 51+83 TO STA. 52+88, LT.

STA. 51+77 TO STA. 52+20, RT.

STA. 50+57 TO STA. 51+51, RT.

CURB AND GUTTER

REMOVAL OF EXISTING CONCRETE COMBINATION

REMOVAL OF EXISTING PAVEMENT AND SIDEWALK

BRADMOOR DRIVE AND ROOSEVELT STREET.

AT INTERSECTION OF THE BASELINES OF

CENTER OF ROUNDABOUT ISLAND LOCATED

NOTE:

STA. 52+15, RT

STA. 52+15, MED.

STA. 52+13, MED.

STA. 52+13, LT

STA. 51+78, RT.

STA. 51+50, RT.

10 S.F.

11 S.F.

11 S.F.

12 S.F.

12 S.F.

12 S.F.

100'R

REMOVAL OF EXISTING PAVEMENT / SIDEWALK/ RETAINING WALL

CONCRETE SIDEWALK


BRICK PAVEMENT

FULL DEPTH PAVEMENT

+04.8

26.0'RT.

6'

5'

2'

+19.7

26.0' RT

2'

+54.2

30.9' LT.

5'

2'

MAILBOX

RELOCATE EXISTING

100'R

+19.3

9.3'LT.

12:1

8'

2%

(STD. NO. MC 114.01)

MEDIAN OPENING

~ 6'

4 INCH DEPTH RESIDENTIAL DISTRICT SIDEWALK/RAMP

P.O.C. STA. 51+66.88 BRADMOOR DRIVEP.O.T. STA. 11+42.02 ROOSEVELT STREET=

HD-01

ROADWAY PLAN

4

21350

SEPTEMBER 20, 2018

JNS

CSC

SRH

HD-01

+34.6

24.7' RT.

TRAVERSE POINTS

POINT NO. ELEVATIONNORTH EAST

51929

51928

51926

51925

51924

51923

51922

51920

51919

51776

483,561.8874

483,519.3666

483,958.0823

483,701.6827

483,389.0663

483,202.7093

483,518.9058

483,633.7226

483,536.6216

483,220.8033

1,278,468.8705

1,278,451.8453

1,278,468.1213

1,278,438.0466

1,278,475.1877

1,278,529.4058

1,278,635.5420

1,278,397.9647

1,278,437.2063

1,278,523.7642

300.18

297.48

325.72

315.93

290.05

286.56

297.45

307.58

298.86

287.17

MATCH LINE STA 51+00 - SEE T

HIS SHEET

TO

GR

EE

NTR

EE

RO

AD


HIS SHEET

N 483,575

E

1,

27

8,

37

5

N 483,575

E

1,

27

8,

52

5

N 483,425

E

1,

278,

375

+15.9

24.3' LT.

+27.7

24.3' LT.

+57.4

27.2' LT.

+87.6

30.0' LT.

DELTA Dc RADIUS TANGENT EXTERNALLENGTH

CURVE DATA

B

P.I. STATIONCURVE NO.

1 51+51.16 17°21'44.49" LT. 05°47'14.83" 990.00' 151.16' 300.00' 11.47'

NORTH EAST

BASELINE COORDINATES

STATION

L BRADMOOR DRIVEB

L BRADMOOR DRIVE

L ROOSEVELT STREETB

B

2 12+50.01 02°30'11.13" LT. 100.00' 0.55'

L ROOSEVELT STREET

2,289.00' 50.01'02°30'11.13"

P.T. 53+00.00

P.O.C. 51+66.88

P.C. 50+00.00

483,386.4416

483,516.3719

483,682.7066

1,278,470.6251

1,278,442.1165

1,278,431.3769

P.T. 13+00.00

P.C. 12+00.00

P.O.T. 11+42.02

P.O.B. 10+00.00

483,525.8641

483,519.0556

483,516.3719

483,509.7990

1,278,599.7982

1,278,500.0383

1,278,442.1165

1,278,300.2526

+86.2

10.0' LT.

132 S.F.

159 S.F.

250 S.F.

126 S.F.

57 S.F.

STA. 52+10 TO STA 52+27, LT.

STA. 52+06 TO STA. 52+20, MED.

STA. 51+77 TO STA. 52+18, RT.

STA. 51+35 TO STA. 51+51, RT.

STA. 51+16 TO STA. 51+21, LT. STA. 52+06 TO STA. 52+36, MED.

STA. 51+13 TO STA. 51+28, MED.

STA. 51+83 TO STA. 52+88, LT.

STA. 51+77 TO STA. 52+20, RT.

STA. 50+57 TO STA. 51+52, RT.

TYPE A (STD NO. MC-100.01)

COMBINATION CONCRETE CURB AND GUTTER

73 L.F.

43 L.F.

139 L.F.

59 L.F.

123 L.F.

7 INCH DEPTH PLAIN CONCRETE FOR DRIVEWAYS

66 S.F. STA. 52+52 TO STA. 52+68, LT.

CURB AND GUTTER

MATCH EXISTING

180'R

130'R

+70.3

29.1' LT.

+64.5

34.1' LT.

+54.2

34.1' LT.

+49.8

25.9' LT.

5'R

5'R

+92.6

10.0' RT.

+95.9

28.1' LT.

50'R

5'

5'

(STD. NO. MC-301.05)

WITH CURB RADIUS

RESIDENTIAL DRIVEWAY

165'R

50'R

+16.7

21.0' RT.

+06.7

21.0' RT.

5'

EXISTING SIDEWALK

MATCH

CURB AND GUTTER

MATCH EXISTING

6'

5'

2.3'

6.9'

2'

BBR

AD

MO

OR

DRIV

EL

CO

NS

TR

UC

TIO

N

BR

AD

MO

OR

DRIV

E

CURB AND GUTTER

MATCH EXISTING

+56.5

25.7' RT.

+81.6

23.3' RT.

125'R

165'R

BRICK PAVER TRUCK APRON

2'

5'

+20.4

33.0' RT.

+15.6

33.0' RT.

12 C.Y.

34 C.Y.

71 C.Y.

30 C.Y.

STA. 52+04 TO STA. 52+36, MED.

STA. 51+85 TO STA. 52+88, LT.

STA. 51+46 TO STA. 51+88, ISLAND

STA. 50+57 TO STA. 51+53, RT.

swilk

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Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pMT-P001_T3_Bradmoor-Roosevelt.dgn


BY:

FILE:

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DATE

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DATE




OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

ARL

ARL

SJW

Approved:


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Approved:



APRIL 2017

APRIL 2017

APRIL 2017

49342

JANUARY 18, 2019

T3 DESIGN

10340 DEMOCRACY LN

SUITE 305

FAIRFAX, VA 22030

PHONE: 703-359-5861

www.t3design.us

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


QTY UNITS

QTY UNITS

SCALE: NONE

TRAFFIC CONTROL GENERAL NOTES

PHASE 2

PHASE 1 SUBPHASE A

PHASE I

SEQUENCE OF CONSTRUCTION NOTES - PHASE I

ITEM CODE

ITEM CODE

NONE

DESCRIPTION

DESCRIPTION

B. EQUIPMENT TO BE FURNISHED AND/OR INSTALLED BY THE CONTRACTOR.

NONE

EQUIPMENT LIST

A. EQUIPMENT TO BE SUPPLIED BY MCDOT.

C. EQUIPMENT TO BE RETURNED TO MCDOT UPON COMPLETION OF THE CONSTRUCTION.

5

TTC-1

THE COMPLETION OF CONSTRUCTION, ALL OF THE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE SITE.LOCAL TRAFFIC DETOUR IS NOT REQUIRED. ACCESS TO RESIDENTIAL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. AT THE GRID PATTERN OF THE NEIGHBOHOOD STREETS TO AVOID ALL CLOSED APPROACHES TO THE INTERSECTION. A THE BUS ROUTE MUST BE DETOURED PER THE ROUTE SHOWN ON SHEET TTC-5. LOCAL TRAFFIC IS EXPECTED TO USE DURING PHASE 2. THE CONTRACTOR IS TO COORDINATE WITH RIDE ON TO CLOSE THE BUS STOP AT THE INTERSECTION. CONSTRUCTION OF THE ROUNDABOUT. RIDE-ON BUSES WILL BE PROHIBITED FROM TRAVELING ALONG BRADMOOR DRIVE "TRAFFIC CONTROL FOR PARTIAL LANE CLOSURE." ALL LEFT TURN MOVEMENTS ARE RESTRICTED DURING THE SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE SET IN ACCORDANCE WITH MARYLAND COUNTY STANDARD TCP-102.01 PHASE 2 CONSISTS OF THE CONSTRUCTION OF THE ROUNDABOUT CIRCLE AS SHOWN ON THE ROADWAY PLANS. WARNING

COMPLETION OF THE PHASE 1.TRAFFIC SEQUENCE CONSISTS OF MULTIPLE PHASES AS DESCRIBED BELOW. PHASE 2 SHALL NOT BEGIN PRIOR TO THE FOR THE CONSTRUCTION AT THE INTERSECTION OF BRADMOOR DRIVE AND ROOSEVELT STREET THE MAINTENANCE OF

SHOWN ON SHEET TTC-4.COMPLETION OF CONSTRUCTION, PLACE TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE PHASE 2 MOT PLAN AS INTERSECTION SHALL BE MAINTAINED. ACCESS TO RESIDENTIAL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. UPON COUNTY STANDARD TCP-102.01 "TRAFFIC CONTROL FOR PARTIAL LANE CLOSURE." ALL TURNING MOVEMENTS AT THE THE ROADWAY PLAN. WARNING SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE SET IN ACCORDANCE WITH MARYLAND PHASE 1 SUBPHASE A CONSISTS OF THE CONSTRUCTION OF THE NORTH AND SOUTH LEG MEDIANS AS SHOWN ON

ACCORDANCE WITH THE MOT PLAN AS SHOWN ON SHEET TTC-3.AND SOUTHWEST CORNERS SIMULTANEOUSLY. UPON COMPLETION OF CONSTRUCTION, PLACE TRAFFIC CONTROL DEVICES IN RESIDENTIAL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL NOT CONSTRUCT THE NORTHWEST FOR PARTIAL LANE CLOSURE." ALL TURNING MOVEMENTS AT THE INTERSECTION SHALL BE MAINTAINED. ACCESS TO CONTROL DEVICES SHALL BE SET IN ACCORDANCE WITH MARYLAND COUNTY STANDARD TCP-102.01 "TRAFFIC CONTROL INTERSECTION AS SHOWN ON THE ROADWAY PLANS. AS SHOWN ON SHEET TTC-2, WARNING SIGNS AND TRAFFIC PHASE 1 CONSISTS OF THE CONSTRUCTION OF THE NORTHWEST, SOUTHEAST, AND SOUTHWEST CORNERS OF THE

SEQUENCE OF CONSTRUCTIONTEMPORARY TRAFFIC CONTROL PLAN

TTC-1

METAL SIGN SUPPORTS (ANY TYPE, ANY WEIGHT)LF148006

RELOCATE EXISTING GROUND MOUNTED SIGN USING NEW SUPPORTSSF48003

TYPE III BARRICADES FOR MOTEA 21021

DRUMS FOR MAINTENANCE OF TRAFFICEA901020

TEMPORARY TRAFFIC SIGNSSF4671008

ACCORDANCE WITH SHA STANDARD NOS. MD 104.01-28, 104.06-17 AND 104.06-18 WILL BE REQUIRED.IF A PAVEMENT DROP OFF REMAINS AT THE END OF A WORK DAY, A 4:1 WEDGE OF GRADED AGGREGATE IN18.

THAT EXISTED PRIOR TO THE WORK ACTIVITY.AT THE COMPLETION OF WORK ACTIVITIES, CONDITIONS WITHIN THE PUBLIC SPACE SHALL BE FULLY RESTORED TO THOSE17.

DAMAGE RESULTING FROM HIS OPERATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ACCIDENTS AND OR DAMAGE TO PERSONS AND/ OR PROPERTY16.

PERMISSION FOR CLOSURE IS GRANTED BY THE PROPERTY OWNER.ACCESS TO ALL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES FOR VEHICLES TRAVELING IN BOTH DIRECTIONS UNLESS15.

WORK AT NIGHT AND ON WEEKENDS IS NOT PERMITTED UNLESS AUTHORIZED BY MONTGOMERY COUNTY.WORK DURING DAYTIME SHALL BE LIMITED TO BETWEEN THE HOURS OF 9:00 AM AND 3:00 PM, MONDAY THROUGH FRIDAY.14.

PLANS.MAINTAIN A MINIMUM 11 FT. LANE WIDTH AT ALL TIMES DURING CONSTRUCTION, UNLESS OTHERWISE NOTED ON THESE13.

AS SOON AS PRACTICAL WHEN NO LONGER NEEDED. OF CONSTRUCTION, UNLESS DIRECTED BY MONTGOMERY COUNTY. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVEDTEMPORARY TRAFFIC CONTROL DEVICES INSTALLED SHALL REMAIN IN PLACE THROUGHOUT THE DURATIONNO WORK SHOULD BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE IN PLACE AND OPERATIONAL. ALL12.

TWO (2) WEEKS BEFORE CONSTRUCTION BEGINS, AND 72 HOURS PRIOR TO ANY ROAD CLOSURE OR SHIFT.THE CONTRACTOR SHALL CONTACT MCDOT DIVISION OF TRAFFIC ENGINEERING AND OPERATIONS AT (240)-777-219011.

CLOSURE PERMITS.TO MONTGOMERY COUNTY THAT LANES WILL BE CLOSED OR NARROWED, AND OBTAIN THE PROPER APPROVED LANE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOURTEEN (14) WORKING DAYS ADVANCE WRITTEN NOTICE10.

AND DRUMS SHALL BE FULLY REFLECTORIZED WITH HIGH INTENSITY REFLECTIVE SHEETING AS PER THE MD MUTCD.ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE ON THE MARYLAND QUALIFIED PRODUCTS LIST. ALL SIGNS9.

ALL TRAFFIC CONTROL DEVICES SHALL MEET OR EXCEED NCHRP 350 CRASH WORTHINESS REQUIREMENTS.8.

CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO MONTGOMERY COUNTY.ANY DAMAGE TO EXISTING STRUCTURES, SIGNS, POSTS OR HARDWARE AS A RESULT OF OPERATIONS DURING7.

OTHERWISE APPROVED BY THE ENGINEER.STANDARD 104.01-17D. CONTRACTOR SHALL USE APPROVED SIGN MATERIAL FOR SIGN SKIDS BACKING, OR ASSKID IS LESS THAN OR EQUAL TO 16 S.F. THE SIGN SKID SHALL BE IN ACCORDANCE WITH MARYLANDWOODEN SIGN SKIDS ARE PERMITTED AS PORTABLE SUPPORT PROVIDED THE MAXIMUM SIGN AREA ON THE6.

EXISTING SIGNS AS APPROVED BY THE ENGINEER.PLACE SIGNS AT SPACING AS NOTED ON PLANS. ADJUST PLACEMENT OF SIGNS TO AVOID CONFLICTS WITH5.

AREAS. NO EQUIPMENT SHALL START ON ROADWAY SURFACES OR SIDEWALKS DURING NON-WORKING HOURS.THE CONTRACTOR AND INSPECTORS SHALL NOT PARK VEHICLES OR WORK BEHIND DRUMS WITHIN THE TAPER4.

SHOWN ONLY TO CONVEY THEIR PLACEMENT RELATIVE TO WORK ZONES AND ACTIVE TRAFFIC LANES.LOCATIONS OF INDIVIDUAL CHANNELIZING DRUMS AS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE3.

DOCUMENTS. ANY DEVIATION FROM THESE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. IN ACCORDANCE WITH THE METHODS OF TRAFFIC CONTROL SHOWN ON THESE PLANS AND OTHER CONTRACT INSTALL AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FOR ALL NECESSARY REQUIREMENTS PRIOR TO OBTAINING A PERMIT. THE CONTRACTOR SHALL FURNISH, THE CONTRACTOR SHALL SEE THE MCDOT TRAFFIC CONTROL PREPARATION GUIDELINES AND REQUIREMENTS2.

STRUCTURES, AND THE 2011 MARYLAND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MD-MUTCD).COUNTY TRAFFIC CONTROL STANDARDS, MDSHA BOOK OF STANDARDS FOR HIGHWAYS AND INCIDENTAL THE TEMPORARY TRAFFIC CONTROL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE MONTGOMERY 1.

GV

BRADMOORDR

RO

OS

EV

ELT

ST

NO

TH

RU

TR

UC

KS

OVER

7000 L

BS

G.V.W.

WSSC

WATER & S

EWER M

AIN R

EPLA

CEM

ENTS B

YBTB

R5785A

14

A&

M C

ON

CRETE

(301) 206-7339 or (443) 968-0545VIN

CE JO

NES

301-2

06-4

002

24 H

OU

R E

MER

GEN

CY N

UM

BER

DU

MPIN

GNO$250.

FIN

E

DU

MPIN

GNO$250.

FIN

E

RID

E

ON

SPEED

LIMIT

25

RID

E

ON

WS

SC

WATER & SEW

ER M

AIN R

EPLACEM

ENTS B

Y

BTB

R5785A

14

A&

M C

ON

CR

ET

E

(301) 206-7339 or (443) 968-0545VIN

CE JO

NES

301-2

06-4

002

24 H

OU

R E

ME

RG

EN

CY N

UM

BE

R

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BY:

FILE:

PLOTTED:


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE




OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

ARL

ARL

SJW

Approved:


Recommended:

Approved:



APRIL 2017

APRIL 2017

APRIL 2017

T3 DESIGN

10340 DEMOCRACY LN

SUITE 305

FAIRFAX, VA 22030

PHONE: 703-359-5861

www.t3design.us

RO

OSE

VELT ST

RO

OSE

VELT ST

BRADMOOR DR

BRADMOOR DR

N

TO BRADLEY BLVD

TO MCKINLEY ST

MAINTANANCE OF TRAFFIC NOTESIN A NORTH-SOUTH DIRECTIONBRADMOOR DR IS ASSUMED TO RUN

LEGEND

ROAD

WORKTEMPORARY SIGN

FLOW ARROW

EXISTING TRAFFIC

WORK AREAROAD

WORK

TYPE 111 BARICADE

TO REMAIN

TEMPORARY SIGN

RIGHT OF WAY

RIGHT OF WAY

RIGHT OF WAY

RIGHT

OF WAY

SEE NOTE 3

SEE NOTE 3

SEE NOTE 4

TTC-2

6

TO REMAIN

EXISTING SIGN

SPEED

LIMIT

25

FLOW ARROW

PROPOSED TRAFFIC

TTC-2

49342

JANUARY 18, 2019

IF NECESSARY, TO CONSTRUCT PROPOSED IMPROVEMENTS.

THE CONTRACTOR SHALL UTILIZE MONTGOMERY COUNTY STANDARDS TCP 105.01 AND 105.02,6.

ON SHEET).

SEE SIGNING AND MARKING SHEET SN-01 FOR PERMANENT SIGN LOCATIONS (NOT SHOWN 5.

ACTIVE DURING CONSTRUCTION EXCEPT DURING PHASE II.

THE CONTRACTOR SHALL COORDINATE WITH RIDE-ON TO KEEP THE EXISTING BUS STOP PAD 4.

INTERSECTION SIMULTANEOUSLY.

CONTRACTOR SHALL NOT CONSTRUCT THE NORTHWEST AND SOUTHWEST CORNERS OF THE 3.

UPON MONTGOMERY COUNTY STANDARD TCP-102.01.

INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AS SHOWN ON PLANS. MOT DESIGN BASED 2.

COUNTY STANDARD TYPICALS FOR TRAFFIC CONTROL.

MAINTENANCE OF TRAFFIC WILL BE HANDLED BY THE CONTRACTOR UTILIZING MONTGOMERY 1.

PHASE 1TEMPORARY TRAFFIC CONTROL PLAN

SCALE: 1"= 30'

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


48"x48"

W20-1(1)

48"x48"

W20-1(1)

48"x48"

W20-1(1)

48"x48"

W20-1(1)

48"x48"

W5-1

48"x48"

W5-1

48"x48"

W5-1

110'

TYP.10

'

200'

65'

65'

100'

30'

110'

100'

11'

11'

48"x24"

G20-2(1)

48"x24"

G20-2(1)

48"x24"

G20-2(1)

48"x24"

G20-2(1)

100'

100'

20'

TYP.

10'

TYP.

10'

50' T

APE

R

50' TAPER

50' TAPER

50' T

APE

R

50' T

APE

R

11'

20'

20'

55' BUFFER

50' TAPER

48"x48"

W5-1

100'

120' BUFFER

200'

GV

BRADMOORDR

RO

OS

EV

ELT

ST

NO

TH

RU

TR

UC

KS

OVER

7000 L

BS

G.V.W.

WSSC

WATER & S

EWER M

AIN R

EPLA

CEM

ENTS B

YBTB

R5785A

14

A&

M C

ON

CRETE

(301) 206-7339 or (443) 968-0545VIN

CE JO

NES

301-2

06-4

002

24 H

OU

R E

MER

GEN

CY N

UM

BER

DU

MPIN

GNO$250.

FIN

E

DU

MPIN

GNO$250.

FIN

E

RID

E

ON

SPEED

LIMIT

25

swilk

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BY:

FILE:

PLOTTED:


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE




OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

ARL

ARL

SJW

Approved:


Recommended:

Approved:



APRIL 2017

APRIL 2017

APRIL 2017

T3 DESIGN

10340 DEMOCRACY LN

SUITE 305

FAIRFAX, VA 22030

PHONE: 703-359-5861

www.t3design.us

N MAINTANANCE OF TRAFFIC NOTES

RO

OSE

VELT ST

RO

OSE

VELT ST

BRADMOOR DR

BRADMOOR DR

TO BRADLEY BLVD

TO MCKINLEY ST

IN A NORTH-SOUTH DIRECTIONBRADMOOR DR IS ASSUMED TO RUN

LEGEND

ROAD

WORKTEMPORARY SIGN

FLOW ARROW

EXISTING TRAFFIC

WORK AREAROAD

WORK

TYPE 111 BARICADE

TO REMAIN

TEMPORARY SIGN

RIGHT OF WAY

RIGHT OF WAY

RIGHT

OF WAY

RIGHT OF WAY

TEMPORARY LOCATION.

RELOCATE SIGN TO

NOTE:

TTC-3

7

TO REMAIN

EXISTING SIGN

SPEED

LIMIT

25

FLOW ARROW

PROPOSED TRAFFIC

TTC-3

49342

JANUARY 18, 2019

IF NECESSARY, TO CONSTRUCT PROPOSED IMPROVEMENTS.

THE CONTRACTOR SHALL UTILIZE MONTGOMERY COUNTY STANDARDS TCP 105.01 AND 105.02,4.

PAD ACTIVE DURING CONSTRUCTION EXCEPT DURING PHASE II.

THE CONTRACTOR SHALL COORDINATE WITH RIDE-ON TO KEEP THE EXISTING BUS STOP 3.

ON SHEET).






SCALE: 1"= 30'

PHASE 1 SUBPHASE ATEMPORARY TRAFFIC CONTROL PLAN

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


TYP.

10'

11'

11'

11'

11'

50' TAPER

50' TAPER

TYP.10'

50' TAPER

50' TAPER

3'

75' BUFFER

30'

120' BUFFER

RID

E

ON

WS

SC

WATER & SEW

ER M

AIN R

EPLACEM

ENTS B

Y

BTB

R5785A

14

A&

M C

ON

CR

ET

E

(301) 206-7339 or (443) 968-0545VIN

CE JO

NES

301-2

06-4

002

24 H

OU

R E

ME

RG

EN

CY N

UM

BE

R

GV

BRADMOORDR

RO

OS

EV

ELT

ST

NO

TH

RU

TR

UC

KS

OVER

7000 L

BS

G.V.W.

WSSC

WATER & S

EWER M

AIN R

EPLA

CEM

ENTS B

YBTB

R5785A

14

A&

M C

ON

CRETE

(301) 206-7339 or (443) 968-0545VIN

CE JO

NES

301-2

06-4

002

24 H

OU

R E

MER

GEN

CY N

UM

BER

DU

MPIN

GNO$250.

FIN

E

DU

MPIN

GNO$250.

FIN

E

RID

E

ON

SPEED

LIMIT

25

RID

E

ON

WS

SC

WATER & SEW

ER M

AIN R

EPLACEM

ENTS B

Y

BTB

R5785A

14

A&

M C

ON

CR

ET

E

(301) 206-7339 or (443) 968-0545VIN

CE JO

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301-2

06-4

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24 H

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BY:

FILE:

PLOTTED:


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE




OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

ARL

ARL

SJW

Approved:


Recommended:

Approved:



APRIL 2017

APRIL 2017

APRIL 2017

T3 DESIGN

10340 DEMOCRACY LN

SUITE 305

FAIRFAX, VA 22030

PHONE: 703-359-5861

www.t3design.us

ROAD CLOSED

THRU TRAFFICTO

ROAD CLOSED

THRU TRAFFICTO

RO

OSE

VELT ST

RO

OSE

VELT ST

BRADMOOR DR

BRADMOOR DR

N

LEGEND

ROAD

WORKTEMPORARY SIGN

FLOW ARROW

EXISTING TRAFFIC

TO BRADLEY BLVD

TO MCKINLEY ST

WORK AREAROAD

WORK

MAINTANANCE OF TRAFFIC NOTES


RAYBURN ST

IRVINGTO

N ST

TYPE 111 BARICADE

TO REMAIN

TEMPORARY SIGN

TO REMAIN

EXISTING SIGN

SPEED

LIMIT

25

INSTRUCTIONS OF THESE SIGNS.

FOR DESIGN AND INSTALLATION

TO STANDARD TCP-110.02.01

CONTRACTOR IS TO REFER

INSTRUCTIONS OF THESE SIGNS.

FOR DESIGN AND INSTALLATION

TO STANDARD TCP-110.02.01

CONTRACTOR IS TO REFER

RIGHT OF WAY

RIGHT OF WAY

RIGHT OF WAY

RIGHT

OF WAY

8

TTC-4

FLOW ARROW

PROPOSED TRAFFIC

TTC-4

49342

JANUARY 18, 2019

PHASE 2TEMPORARY TRAFFIC CONTROL PLAN

SCALE: 1"= 30'

END OF EACH WORK DAY.

SIGNING IN PLACE. ALL TURN RESTRICTION SIGNS SHALL BE BAGGED OR COVERED AT THE

FULL TRAFFIC CIRCLE MOVEMENTS SHALL BE OPEN DURING OFF-PEAK HOURS WITH ULTIMATE 5.

ON SHEET).


SEE SHEET TTC-5 FOR BUS ROUTE DETOUR.3.





EXPIRATION DATE ______________________

LICENSE NO. ___________________________


125'

60"x30"

R11-4

75'

TYP.10'

275'

30"x30"

R3-2

30"x30"

R3-2

60"x30"

R11-4

11'11'

11'

100'

75'

185'

TYP.10'

48"x48"

W20-1(1)

48"x48"

W20-1(1)

60"x12"

R11-3

60"x12"

R11-3

60"x12"

R11-3

60"x12"

R11-3

TYPE 3 BARRICADE

TYPE 3 BARRICADE

50'

150'

48"x48"

W1-4aR

48"x48"

W1-4aR

11'

24"x30"

R3-5(1)

24"x30"

R3-5(1)

swilk

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BY:

FILE:

PLOTTED:


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE




OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

ARL

ARL

SJW

Approved:


Recommended:

Approved:



APRIL 2017

APRIL 2017

APRIL 2017

49342

JANUARY 18, 2019

T3 DESIGN

10340 DEMOCRACY LN

SUITE 305

FAIRFAX, VA 22030

PHONE: 703-359-5861

www.t3design.us

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


RO

OSE

VELT ST

RO

OSE

VELT ST

BRADMOOR DR

BRADMOOR DR

N

MC

KIN

LE

Y ST

HU

NTIN

GT

ON

PK

WY

IRVINGTON AVE

RAYBURN ST

RAYBURN ST

21"x15"

M5-1R

21"x15"

M5-1L

S-1 S-2 S-3 S-6

48"x48"

W20-2(1)

MD 191 (B

RADLE

Y BL

VD)

MD 191 (B

RA

DLE

Y

BLV

D)


S-4 S-5

END

DETOUR

S-7

GENERAL NOTES

LEGEND

ROAD

WORKTEMPORARY SIGN

WORK AREAROAD

WORK

TYPE 111 BARICADE

TO REMAIN

TEMPORARY SIGN

TO REMAIN

EXISTING SIGN

SPEED

LIMIT

25

FLOW ARROW

BUS DETOUR

24"x18"

M4-8a

MAINTANANCE OF TRAFFIC.

SIGNS REQUIRED DURING PHASE 2

SEE DRAWING TC-4 FOR ALL ADDITIONAL

21"x15"

M6-3

9

REMAIN

EXISTING BUS STOP TO

STREET

SOUTHSIDE OF MCKINLEY

INTERSECTION, ALONG THE

STOP TO SW CORNER OF

RELOCATE EXISTING BUS

DRIVE AT ROOSEVELT STREET DURING PHASE 2 OF CONSTRUCTION.

THE CONTRACTOR SHALL COORDINATE WITH RIDE-ON TO CLOSE THE BUS STOP AT BRADMOOR 4.

CONTRACTOR TO REFER TO STANDARD TCP-110.02.01 FOR DESIGN OF SIGN GM-1.3.

DURING CONSTRUCTION. ACCESS TO ALL DRIVEWAYS SHALL BE KEPT OPEN DURING PHASE 2.

WILL USE THE GRID PATTERN OF THE NEIGHBORHOOD STREETS TO AVOID THIS INTERSECTION

LOCAL TRAFFIC DETOUR SIGNING IS NOT REQUIRED. IT IS ASSUMED THAT ALL LOCAL TRAFFIC 2.



36"x12"

M4-9(1)

24"x18"

M4-9(2)MOD

24"x18"

M4-9(2)MOD

24"x18"

M4-9(2)MOD

BRADMOOR DR 36"x12"

M4-9(1)BRADMOOR DR 36"x12"



M4-9(1)BRADMOOR DR

24"x18"

M4-9(2)MOD

24"x18"

M4-9(2)MOD

21"x15"

M6-1R

21"x15"

M6-1L

SCALE: NONE

BUS ROUTE DETOURTEMPORARY TRAFFIC CONTROL PLAN

TTC-5

TTC-5

BLK/FO

24"x18"

R3-5(4) MOD

BLK/FO

24"x18"

R3-5(4) MOD

S-3

S-3

S-1

S-4

S-5

S-1

S-7

S-4

S-1

S-2

S-6

S-7

S-4

S-2

S-5

S-3S-2

S-5

S-3

S-6

175'

150'

150'

150'

115'

200'

GENERAL NOTES

EROSION AND SEDIMENT CONTROL

ES-01

EROSION AND SEDIMENT CONTROL - GENERAL NOTES

SOIL EROSION AND SEDIMENT CONTROL.

VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS FOR

GROUND.

ALL TRAP ELEVATIONS ARE RELATIVE TO THE OUTLET ELEVATION, WHICH MUST BE ON EXISTING UNDISTURBED

DEEMED NECESSARY.

THE SEDIMENT CONTROL INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SEDIMENT CONTROL MEASURES, AS

ESTABLISHMENT.

ALL INLETS IN NON-SUMP AREAS SHALL HAVE ASPHALT BERMS INSTALLED AT THE TIME OF BASE PAVING

CONSTRUCTION. NO BUILDING MAY BE CONSTRUCTED WITHIN 20 FEET OF A SEDIMENT TRAP OR BASIN.

SEDIMENT TRAPS OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A BUILDING WHICH IS EXISTING OR UNDER

HOURS AFTER THE END OF A RAINFALL.

IN DESIGNATED DRAINAGE COURSES AND SWALE FLOW AREAS, WHICH MAY DRAIN AS LONG AS FORTY-EIGHT (48)

STANDING ON THE SURFACE OF LAWNS MORE THAN TWENTY-FOUR (24) HOURS AFTER THE END OF A RAINFALL, EXCEPT

FOR FINISHED GRADING, THE PERMITTEE SHALL PROVIDE ADEQUATE GRADIENTS SO AS TO PREVENT WATER FROM

CONNECTED BY A DRAIN LINE TO AN ACCEPTABLE OUTLET.

THE PERMITTEE SHALL INSTALL A SPLASHBLOCK AT THE BOTTOM OF EACH DOWNSPOUT UNLESS THE DOWNSPOUT IS

THAN 2:1 WILL NOT BE PERMITTED WITH VEGETATIVE STABILIZATION.

WITH A LOW-MAINTENANCE GROUND COVER SPECIFIED FOR PERMANENT STABILIZATION. SLOPE GRADIENT STEEPER

MAINTENANCE AREAS PROVIDED THAT THOSE AREAS ARE INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN

MAINTENANCE AREAS OR ON RESIDENTIAL LOTS. A SLOPE GRADIENT OF UP TO 2:1 WILL BE PERMITTED IN NON-

NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE PERMITTED IN LAWN

PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS WELL.

STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL SHALL BE CONVERTED TO THE

CALENDAR DAYS FOLLOWING ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTORY DRAINAGE AREAS.

SEDIMENT CONTROL DEVICES SHALL BE REMOVED, WITH PERMISSION OF THE DEPARTMENT, WITHIN THIRTY (30)

APPROVED STABILIZATION MEASURES.

DAYS OF ESTABLISHMENT WITH SOD OR SEED WITH AN APPROVED EROSION CONTROL MATTING OR BY OTHER

PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE STABILIZED WITHIN 3 CALENDAR

POINTS OF CONCENTRATED FLOW WHERE EROSION IS LIKELY TO OCCUR.

AND FINAL GRADING DONE TO PROMOTE SHEET FLOW DRAINAGE. MECHANICAL DEVICES MUST BE PROVIDED AT

SLOPES UNTIL THE SLOPE AND DRAINAGE AREA TO IT ARE FULLY STABILIZED, AT WHICH TIME THEY MUST BE REMOVED

DOWN SLOPE WITHOUT CAUSING EROSION. DIKES SHALL BE INSTALLED AND MAINTAINED AT THE TOP OF CUT OR FILL

DRAINAGE FLOWS FROM TRAVERSING THE SLOPES OR BY INSTALLING MECHANICAL DEVICES TO LOWER THE WATER

10.SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE CONTROLLED BY EITHER PREVENTING

FOR INSPECTION BY DULY AUTHORIZED OFFICIALS OF MONTGOMERY COUNTY.

THE SITE PERMIT, WORK, MATERIALS, APPROVED SC/SM PLANS, AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE

STABILIZATION OF SUCH PROPERTY SHALL BE COMPLETED PRIOR TO THE FOLLOWING APRIL 15.

TEMPORARY SEED AND STRAW ANCHORED MULCH SHALL BE APPLIED TO DISTURBED AREAS. THE FINAL PERMANENT

NOVEMBER THROUGH FEBRUARY, AND PERMANENT STABILIZATION IS FOUND TO BE IMPRACTICAL, AN APPROVED

CALENDAR DAYS OF ESTABLISHMENT. WHEN PROPERTY IS BROUGHT TO FINISHED GRADE DURING THE MONTHS OF

BROUGHT TO FINISHED GRADE DURING THE SEEDING SEASON SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7)

SLOPE DOES NOT EXCEED 10% AND GRADING HAS BEEN DONE TO PROMOTE SHEET FLOW DRAINAGE. AREAS

AND AN APPROVED ANCHORED MULCH. WOOD FIBER MULCH MAY ONLY BE USED IN SEEDING SEASON WHEN THE

AREAS WITH REQUIRED SOIL AMENDMENTS AND TOPSOIL, USING SOD OR AN APPROVED PERMANENT SEED MIXTURE

PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE PERMITTEE SHALL STABILIZE ALL CONTRIBUTORY DISTURBED

PROTECT THOSE AREAS.

REQUIREMENT, PROVIDED THAT EROSION AND SEDIMENT CONTROL MEASURES ARE INSTALLED AND MAINTAINED TO

AND AREAS WITHIN FIFTY (50) FEET OF A BUILDING UNDER CONSTRUCTION MAY BE EXEMPT FROM THIS

STABILIZATION. ACTIVE CONSTRUCTION AREAS SUCH AS BORROW OR STOCKPILE AREAS, ROADWAY IMPROVEMENTS,

HAVE CEASED ON THAT AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE CONTINUED

MEASURES TO ALL DISTURBED AREAS WITHIN SEVEN (7) CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES

THE PERMITTEE SHALL APPLY SOD, SEED, AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION

STABILIZATION.

STABILIZED IMMEDIATELY. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED

ALL AREAS DISTURBED OUTSIDE OF THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED AND

ACTIVE GRADING.

B) SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER

AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND

A) THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES

COMPLETED WITHIN:

FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION MUST BE

PERSON.

SEDIMENT CONTROL MEASURES WHICH HAVE BEEN DAMAGED OR REMOVED BY THE PERMITTEE OR ANY OTHER

FROM THE DEPARTMENT. THE PERMITTEE IS RESPONSIBLE FOR IMMEDIATELY REPAIRING OR REPLACING ANY

ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH TIME AS THEY ARE REMOVED WITH PRIOR PERMISSION

THE PERMITTEE SHALL INSPECT PERIODICALLY AND MAINTAIN CONTINUOUSLY IN EFFECTIVE OPERATING CONDITION,

SHALL BE REMOVED IMMEDIATELY.

MATERIALS ONTO TRAVERSED PUBLIC THOROUGHFARE(S). ALL MATERIALS DEPOSITED ONTO PUBLIC THOROUGHFARE(S)

THE PERMITTEE SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE DEPOSITION OF

PRIOR PERMISSION FROM THE DEPARTMENT.

THE SEDIMENT CONTROL DEVICES, AND SHALL NOT REMOVE ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT

BEGINNING ANY OTHER LAND DISTURBANCES, SHALL ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS IS DIRECTED TO

CONSTRUCTION SEQUENCE, SHALL HAVE THEM INSPECTED AND APPROVED BY THE DEPARTMENT PRIOR TO

THE PERMITTEE SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES PER THE APPROVED PLAN AND

E. PRIOR TO FINAL ACCEPTANCE.

D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S).

COMMENCING CONSTRUCTION IS MANDATORY.

REQUIRED INSPECTION POINTS (SEE INSPECTION CHECKLIST ON PLAN). NOTIFICATION PRIOR TO

C. DURING THE INSTALLATION OF A SEDIMENT BASIN OR STORMWATER MANAGEMENT STRUCTURE AT THE

ACTIVITY.

B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES AND PRIOR TO ANY OTHER LAND DISTURBING

A. AT THE REQUIRED PRE-CONSTRUCTION MEETING.

THE PERMITTEE MUST OBTAIN INSPECTION AND APPROVAL BY DPS AT THE FOLLOWING POINTS:

AN AUTHORIZED REPRESENTATIVE OF THE DEPARTMENT.

REQUIRED TO HOLD A PRE-CONSTRUCTION MEETING BETWEEN THEM OR THEIR REPRESENTATIVE, THEIR ENGINEER AND

BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE DEPARTMENT, SHALL BE

THE PERMITTEE SHALL NOTIFY THE DEPARTMENT OF PERMITTING SERVICES (DPS) FORTY-EIGHT (48) HOURS

28.

27.

26.

25.

24

23.

22.

21.

OFF-SITE SPOIL OR BORROW AREAS MUST HAVE PRIOR APPROVAL BY DPS.

CALL "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO THE START OF WORK.

NO EXCAVATION IN THE AREAS OF EXISTING UTILITIES IS PERMITTED UNLESS THEIR LOCATION HAS BEEN DETERMINED.

FENCE MUST BE MAINTAINED IN GOOD CONDITION AT ALL TIMES.

GREATER THE TWO INCHES IN WIDTH AND FOUR INCHES IN HEIGHT, WITH A MINIMUM OF 14 GAUGE WIRE. SAFETY

BE AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN 8 FEET, HAVE MESH OPENINGS NO

ALL SEDIMENT BASINS AND TRAPS MUST BE SURROUNDED WITH A WELDED WIRE SAFETY FENCE. THE FENCE MUST

A FLOODPLAIN.

SEDIMENT REMOVED FROM TRAPS/BASINS SHALL BE PLACED AND STABILIZED IN APPROVED AREAS, BUT NOT WITHIN

STORAGE DEPTH FOR ST-III) OR WHEN REQUIRED BY THE SEDIMENT CONTROL INSPECTOR.

HAS ACCUMULATED TO THE POINT OF ONE-HALF (1/2) THE WET STORAGE DEPTH OF THE TRAP/BASIN (1/4 THE WET

SEDIMENT TRAP(S)/BASIN(S) SHALL BE CLEANED OUT AND RESTORED TO THE ORIGINAL DIMENSIONS WHEN SEDIMENT

TOPSOILING, AND SOIL AMENDMENTS”

STABILIZATION IN ACCORDANCE WITH MDE “STANDARDS AND SPECIFICATIONS FOR SOIL PREPARATION,

TOPSOIL MUST BE APPLIED TO ALL PERVIOUS AREAS WITHIN THE LIMITS OF DISTURBANCE PRIOR TO PERMANENT

LIMITS OF DISTURBANCE PRIOR TO THE COMMENCEMENT OF THOSE ACTIVITIES.

THE PERMITTEE MUST NOTIFY THE DEPARTMENT OF ALL UTILITY CONSTRUCTION ACTIVITIES WITHIN THE PERMITTED

REMEMBER: DEWATERING OPERATION AND METHOD MUST HAVE PRIOR APPROVAL BY THE DPS INSPECTOR.

APPROVED EQUIVALENT, LOCATED IN AN UNDISTURBED BUFFER AREA.

C. THE PUMP INTAKE MAY BE FLOATED AND DISCHARGE INTO A DIRT BAG (12 OZ. NON-WOVEN FABRIC), OR

UNDISTURBED AREA THROUGH A NON-EROSIVE OUTLET; OR

B. THE PUMP INTAKE MAY UTILIZE A REMOVABLE PUMPING STATION AND MUST DISCHARGE INTO AN

SEDIMENTS; OR

SUFFICIENT VOLUME AND THE PUMP INTAKE IS FLOATED TO PREVENT AGITATION OR SUCTION OF DEPOSITED

A. PUMP DISCHARGE MAY BE DIRECTED TO ANOTHER ON-SITE SEDIMENT TRAP OR BASIN, PROVIDED IT IS OF

METHODS MAY BE CONSIDERED:

PERMISSION. THE INSPECTOR MUST APPROVE THE DEWATERING METHOD FOR EACH APPLICATION. THE FOLLOWING

SEDIMENT TRAP/BASIN DEWATERING FOR CLEANOUT OR REPAIR MAY ONLY BE DONE WITH THE DPS INSPECTOR'S

OWNER'S/DEVELOPER'S CERTIFICATION

DESIGN CERTIFICATION

MISS UTILITY

TREE CANOPY REQUIREMENTS TABLE

SEDIMENT CONTROL/SWM PLAN SET FOR ALL PROJECTS

TO BE COMPLETED BY THE CONSULTANT AND PLACED ON THE FIRST SHEET OF THE

EXEMPT:YES NO

CHECK THE APPLICABLE EXEMPTION CATEGORY BELOW.

IF EXEMPT UNDER SECTION 55-5 OF THE CODE, PLEASE

TOTAL PROPERTY AREA TOTAL DISTURBED AREA

SHADE TREES REQUIRED

X

X

X

X

X

X

X

X

X

SQUARE FEET SQUARE FEET

(TREES REQUIRED - TREES PLANTED) X $250

FEE-IN-LIEU

$

SHADE TREES PROPOSED TO BE PLANTED

(NUMBER OF SQ. FT IN LIMITS OF DISTURBANCE / 40,0000) X 15

USING THE FOLLOWING FORMULA:THEN THE NUMBER OF SHADE TREES REQUIRED MUST BE CALCULATED

IF THE SQUARE FOOTAGE OF THE LIMITS OF DISTURBANCE IS MORE THAN 40,000

REQUIRED NUMBER OF SHADE TREES

THE LODAREA (SQ. FT.) OF

FROM TO

TREES REQUIREDNUMBER OF SHADE

14,00112,0018,0016,001

1

40,00014,00012,0008,0006,000

1512963

TO ARTICLE II OF CHAPTER 22A;55-5(A) ANY ACTIVITY THAT IS SUBJECT

THE COUNTY PARKS DEPARTMENT55-5(F) ANY ACTIVITY CONDUCTED BY

REQUIRED PERMITS;MAINTENANCE HAS OBTAINED ALL IF THE PERSON PERFORMING THE INCLUDING AN EXISTING ACCESS ROAD, STORMWATER MANAGEMENT FACILITY, MAINTENANCE OF AN EXISTING 55-5(G) ROUTINE OR EMERGENCY

ARTICLE II OF CHAPTER 22A;AN APPROVED EXEMPTION FROM TIMBER HARVESTING OPERATION WITH 55-5(B) ANY COMMERCIAL LOGGING OR

EXEMPTION CATEGORIES

OBTAINED ALL NECESSARY PERMITS;

PERFORMING THE WORK HAS

PROJECT IF THE PERSON

55-5(H) ANY STREAM RESTORATION

THE CODE.

OTHER: SPECIFY PER SECTION 55-5 OF

DAMS;

OR LOCAL LAW GOVERNING SAFETY OF

PROVISIONS OF ANY FEDERAL, STATE

TO COMPLY WITH APPLICABLE

55-5(I) CUTTING OR CLEARING ANY TREE

5,749 5,749

3 0

X

DEPARTMENT OF PERMITTING SERVICES EXECUTIVE REGULATIONS 5-90, 7-20AM AND 36-90, AND

LOADING(S) AS INDICATED HEREON.

ACCORDANCE WITH APPLICABLE CODES AND THAT THE PLAN FOR THIS HAS BEEN DESIGNED FOR SPECIFIED

STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL," MONTGOMERY COUNTY

I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE "2011 MARYLAND

MONTGOMERY COUNTY DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION "DRAINAGE DESIGN

CRITERIA" DATED JUNE 10, 2014.

I FURTHER CERTIFY THAT THE TOTAL AMOUNTS OF EXCAVATION AND FILL AS SHOWN ON THESE PLANS

THAT THE TOTAL AREA TO BE DISTURBED AS SHOWN ON THESE PLANS HAS BEEN DETERMINED TO BE A

I FURTHER CERTIFY THAT THE STRUCTURAL DESIGN OF THIS STORMWATER MANAGEMENT FACILITY IS IN

MATTHEW T. SMITH, P.E.

MD REGISTRATION NO. 40784

MAXIMUM OF SQUARE FEET OR ACRES.

HAVE BEEN COMPUTED TO BE CUBIC YARDS OF EXCAVATION AND CUBIC YARDS OF FILL AND

5,749 0.13

DESIGN CERTIFICATION

COMPLIANCE WITH REQUIREMENTS OF CHAPTER 36A OF THE MONTGOMERY COUNTY CODE.

LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR

UTILITY COMPANIES WITH UNDER GROUND FACILITIES IN THE AREA OF PROPOSED EXCAVATION AND HAVE THOSE FACILITIES

CALL "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO THE START OF WORK. THE EXCAVATOR MUST NOTIFY ALL PUBLIC

PRINTED NAME AND TITLE

_____________________________________________________________

SIGNATURE DATE

_____________________________ _______________________

EROSION BEFORE BEGINNING THE PROJECT.

ATTENDANCE AT A DEPARTMENT OF NATURAL RESOURCES APPROVED TRAINING PROGRAM FOR THE CONTROL OF SEDIMENT AND

PLAN AND THAT ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL HAVE A CERTIFICATE OF

I/WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION, AND OR DEVELOPMENT WILL BE DONE PURSUANT TO THIS

DATE

LOD<5000SQFT

SEQUENCE OF CONSTRUCTION

750

SEDIMENT CONTROLS AND STABILIZE THESE AREAS.

UPON COMPLETION OF THE PROPOSED IMPROVEMENTS, STABILIZE ANY REMAINING DISTURBED AREAS, AND WITH THE WRITTEN APPROVAL FROM THE MCDPS INSPECTOR, REMOVE ALL 4.

WORK DAY. NO DISTURBED AREAS SHALL BE LEFT UNSTABILIZED OVERNIGHT, UNLESS DIRECTED TO A MDE APPROVED SEDIMENT CONTROL DEVICE.

INSTALLED, BEGIN CONSTRUCTION OF THE PROPOSED IMPROVEMENTS AS SHOWN ON THE PLANS WORKING ONLY IN SEGMENTS THAT MAY BE STABILIZED AT THE END OF EACH

UPON RECEIPT OF WRITTEN APPROVAL FROM THE MNCPPC INSPECTOR, CERTIFYING THE LIMITS OF DISTURBANCE AND TREE PROTECTION MEASURES ARE CORRECTLY MARKED AND 3.

SEDIMENT CONTROLS FOR REVIEW AND APPROVAL BY MCDPS.

PROJECT SITE. IF A STAGING/STOCKPILE AREA IS DESIRED WITHIN THE PROJECT LIMITS, THE CONTRACTOR SHALL SUBMIT A STAGING/STOCKPILE PLAN, COMPLETE WITH EROSION AND

NO STAGING AND/OR STOCKPILING SHALL OCCUR ON-SITE. THE CONTRACTOR SHALL HAUL NECESSARY MATERIALS REQUIRED FOR CONSTRUCTION ACTIVITIES OCCURRING THAT DAY TO THE 3.

THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO CLEARING OF TREES, INSTALLATION OF SEDIMENT CONTROL MEASURES, CONSTRUCTION, OR OTHER LAND DISTURBING ACTIVITIES.2.

PRECONSTRUCTION MEETING. IF NO PLANS ARE PROVIDED, THE MEETING SHALL NOT OCCUR AND WILL NEED TO BE RESCHEDULED PRIOR TO COMMENCING ANY WORK.

IN ORDER FOR THE MEETING TO OCCUR, THE APPLICANT MUST PROVIDE ONE PAPER SET OF APPROVED SEDIMENT CONTROL PLANS TO THE MCDPS SEDIMENT CONTROL INSPECTOR AT THE

MONTGOMERY COUNTY DEPARTMENT OF PERMITTING SERVICES (MCDPS) SEDIMENT CONTROL INSPECTOR (240) 777-6210 (48 HOURS NOTICE) THE OWNERS REPRESENTATIVE, AND THE SITE ENGINEER.

MEETING MUST BE CONDUCTED ON-SITE WITH THE PRIOR TO CLEARING OF TREES, INSTALLING SEDIMENT CONTROL MEASURES, OR GRADING, A PRECONSTRUCTION1.


AT ROOSEVELT STREET

BRADMOOR DRIVE

SCALE: NONE

10

130

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ES-02

SMG

SMG

MTS

40784

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


NOVEMBER 8, 2017

162

smith

mt -

\\stvgroup.stvinc.com\V3\BAMD\vol3\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pES-N001_Bradmoor-Roosevelt.dgn


BY:

FILE:

PLOTTED:

www.stvinc.com

Baltimore, MD 21244


STV Incorporated


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE




1 OF 17

SHEET NO.

MCG

Approved:


Recommended:

Approved:



APRIL 2017

APRIL 2017

APRIL 2017

WOOD FENCE

5805 ROOSEVELT ST

5804 ROOSEVELT ST

8404 Bradmoor Dr

SIGN

OHW

OHW

SIGN

PAINT

ROAD

SIGN

NOT USEDDRIVEWAY A

PRON

SIGN

WATER

WATER

WA

TE

R

OH

W OH

W

DRIVEWAY

WA

TE

R

SIGN

SIGN

OH

W

WA

TE

R

OH

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SIGN

WA

LK

WA

LK

OHW


GAS

GAS

WA

TE

R

OHW

OH

W


BUS STOP

WALL

RETAINING

WATER

8" RED CEDAR

8" RED CEDAR

10" MULBERRY

16" DOGWOOD

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

6" RED CEDAR

8" DOGWOOD

10" CHERRY

2" CHERRY

WV

MAIL

BOX

S

EXIS

T. S

TO

P

BA

R

EXIS

T. S

TO

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R

GV

WV

TBAR

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TAININ

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LL

EX. ROW

EX. ROW

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11+00

12+00

+50

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+50

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00

smith

mt -

\\stvgroup.stvinc.com\V3\BAMD\vol3\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pES-P001_Bradmoor-Roosevelt.dgn


BY:

FILE:

PLOTTED:

www.stvinc.com

Baltimore, MD 21244


STV Incorporated


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE

SCALE: 1"= 10'




1 OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

SDY

XX-XX

Approved:


Recommended:

Approved:



35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


JANUARY 6, 2018

APRIL 2017

APRIL 2017

APRIL 2017

SID

EW

AL

K

OH

W

TEST PIT

1" UNKNOWN

WATERWATER O

HW

DRIVEWAY

34" MAPLE

22" MAPLE

1" UNKNOWN

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B

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B

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BR

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OR

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NS

TR

UC

TIO

N

BR

AD

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OR

DRIV

E

REMOVAL OF EXISTING PAVEMENT / SIDEWALK/ RETAINING WALL

CONCRETE SIDEWALK


BRICK PAVEMENT

FULL DEPTH PAVEMENT

P.O.C. STA. 51+66.88 BRADMOOR DRIVEP.O.T. STA. 11+42.02 ROOSEVELT STREET=

ES-02

11

21350

SEPTEMBER 20, 2018

SMG

SMG

MTS

ES-02


HIS SHEET

TO

GR

EE

NTR

EE

RO

AD


HIS SHEET

N 483,575

E

1,

27

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N 483,575

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N 483,425

E

1,

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BR

AD

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OR

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EROSION & SEDIMENT CONTROL PLAN

DEVICE.

UNLESS DIRECTED TO A MDE APPROVED SEDIMENT CONTROL

NO DISTURBED AREA SHALL BE LEFT UNSTABLIZED OVERNIGHT

NOTE:

10+00

11+00

12+00

+50

+50

+50

P.C. S

TA. 12

+00.0

0

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swilk

ening -

Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pSN-P001_Bradmoor-Roosevelt.dgn


BY:

FILE:

PLOTTED:


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE




OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

ARL

ARL

SJW

Approved:


Recommended:

Approved:



APRIL 2017

APRIL 2017

APRIL 2017

T3 DESIGN

10340 DEMOCRACY LN

SUITE 305

FAIRFAX, VA 22030

PHONE: 703-359-5861

www.t3design.us

N

ROOSEVELT ST

ROOSEVELT ST

BR

AD

MO

OR

DR

BR

AD

MO

OR

DR

DIRECTION OF TRAVEL

FFFF

YIELD LINE DETAIL

F

FIGURE 3B-16

SEE MD MUTCD

10 IN SOLID WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS

5 IN SOLID DOUBLE YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS

5 IN SOLID YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGSA

B

C

F

D

G

GENERAL NOTES

PROPOSED GROUND MOUNTED SIGN

EXISTING GROUND MOUNTED SIGN

EXISTING SIGN TO REMAIN

EXISTING SIGN TO BE REMOVED

PROPOSED SIGN

1

TRAFFIC FLOW ARROW

SIGN NO.

2

4

76

24

9

8

22

20

19

18

16

14

13

11

10

G

F

F

BB E

C C

C C

D

D

D

E

E

D

TYPICAL CROSSWALK DETAIL

TYP.

10'

24"

30" TO 36"

TIMES WIDTH OF LONGITUDINAL LINE.3.SPACING SHALL BE BETWEEN 1.25 AND 1.5

IN WHEEL TRACKS OF EACH LANE.2.SPACE BETWEEN MARKINGS SHOULD BE PLACED

THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.1.ALL CROSSWALK MARKINGS SHALL BE WHITE

E

A

G

G

1

515

12

17

21

25

23

24 IN SOLID WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGSE

PAVEMENT MARKING LEGEND

52'

12'

12'

WHITE PREFORMED PAVEMENT MARKING LETTERS, SYMBOLS, ARROWS AND NUMBERS

REMOVAL OF EXISTING PAVEMENT LINE MARKINGS, ANY WIDTH

RAMPS.

CONTRACTOR SHALL CENTER THE PROPOSED CROSSWALK ON THE SIDEWALK 4.

STANDARDS.

ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH MDSHA 3.

ROADWAY.

MOUNTED A MINIMUM OF 4'-0" FROM THE BOTTOM OF SIGN TO TOP OF

ALL OBJECT MARKERS, CHEVRONS AND MAINTENANCE SIGNS SHALL BE 2.

MONTGOMERY COUNTY STANDARDS TYPICALS FOR TRAFFIC CONTROL.

MAINTENANCE OF TRAFFIC WILL BE HANDLED BY THE CONTRACTOR UTILIZING 1.

TYP.

TYP.

TYP.

TYP.

TYP.

5 SF

5 SF

7 SF

4 SF30"x24"

R6-4

36"X36"X36"

R1-2

30"x24"

R6-4

36"X36"X36"

R1-2

FY

24"x12"

W16-7pL

FY

30"x30"

W11-2

30"x24"

R6-4

36"X36"X36"

R1-2

36"X36"X36"

R1-2

30"x24"

R6-4

LEGEND

12"

18"

9" 9" 9" 9"

12" 12" 12" 12"

TYP. SPACING

FY

30"x30"

W11-2

FY

24"x12"

W16-7pL

FY

30"x30"

W11-2

FY

24"x12"

W16-7pL

BLK/FY

48"X12"

D-3(2)

BLK/FY

48"X12"

D-3(2)

FY

30"x30"

W11-2

FY

24"x12"

W16-7pL

EXIS

TIN

G

RIG

HT O

F

WA

Y

EXIS

TIN

G

RIG

HT O

F

WA

Y

EXISTING RIGHT OF WAY

EXIS

TIN

G

RIG

HT O

F

WA

Y

3

26

2 SF

RELOCATE

@ 30°

12"x18"

R7-1(1)

@ 30°

12"x18"

R7-1(1)

@ 30°

12"x18"

R7-1(1)

@ 30°

12"x18"

R7-1(1)

@ 30°

12"x18"

R7-1(1)

@ 30°

12"x18"

R7-1(1)

@ 30°

12"x18"

R7-1(1)

EXIS

TIN

G

RIG

HT O

F

WA

Y


@ 30°

12"x18"

R7-1(1)



FY

30"X30"

W2-6

BLK/FY

48"X12"

D-3(2)

FY

30"X30"

W2-6

BLK/FY

48"X12"

D-3(2)

FY

30"X30"

W2-6FY

30"X30"

W2-6

REMOVE

REMOVE

REMOVE

REMOVE

30'

30'

30'

DF

TYP.

F

TYP.

D

SN-1

12

IN A N

ORTH-S

OUTH DIR

ECTIO

NBR

AD

MO

OR D

R IS A

SS

UM

ED T

O R

UN

10 IN DOTTED WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS (3 FT LINE WITH 3 FT GAP)

SCALE: 1"= 20'

SIGNING AND MARKING PLAN

49342

JANUARY 18, 2019

SN-1

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


WSSC

WATER & SEWER MAIN R

EPLACEMENTS

BY

BTBR5785A1

4

A&M CONCR

ETE

(301) 206-7

339 or (443

) 968-0545

VINCE JONES

301-206

-4002

24 HOUR

EMERGENCY N

UMBER

69'

5'16'

16'

6'

16'

8'

6'

16'

30'

12'

12'

8'30'

30'

25'

50'

30'

30'

50'

RELOCATE

6 SF

5'

67'

swilk

ening -

Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pSN-P002_Bradmoor-Roosevelt.dgn


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DATE

DATE




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ARL

SJW

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APRIL 2017

APRIL 2017

APRIL 2017

49342

JANUARY 18, 2019

T3 DESIGN

10340 DEMOCRACY LN

SUITE 305

FAIRFAX, VA 22030

PHONE: 703-359-5861

www.t3design.us

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


SN-2

13

INDEX OF QUANTITIESSIGNING AND MARKING PLAN

SCALE: NONE

SN-2

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T T

A

E

S

W

A

E

S

W

SD SD

G G

F F

UTILITY LEGEND

FIBER-OPTIC

TELEPHONE CABLES

AERIAL CABLES

ELECTRIC CABLES

SEWER MAIN

WATER MAIN

GAS MAIN

STORM DRAIN

BY:

FILE:

PLOTTED:

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Baltimore, MD 21244


STV Incorporated

GEOMETRIC LEGEND

EXISTING PROPOSED


DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE

SCALE: 1"= 10'




1 OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

MCG

MCG

SDY

Approved:


Recommended:

Approved:



35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


JANUARY 6, 2018

APRIL 2017

APRIL 2017

APRIL 2017

W

G

G

SS

EX. ROW

EX. ROW

EX. ROW

EX. ROW

1" UNKNOWN

MAIL

BOX

WVWM

TBAR

11+00

12+00

+50

+50

+50

P.C. S

TA. 12

+00.0

0

52+00

+50

+50

51+

00

51+

00

H

H

H

H

STREET NAMENUMBER

POLE

1

ROOSEVELT STREET

DRIVE

BRADMOOR

BR

AD

MO

OR

DRIV

E

SCHEDULE OF PROPOSED LUMINAIRES AND POLES

PRIMARY

COMM 6

COMM 5

COMM 4

COMM 3

COMM 2

COMM 1

PRIMARY

GUY

SECONDARY

COMM 5

COMM 4

COMM 3

COMM 2

COMM 1

LINE HEIGHTS (LH) 1

35' - 4"

29' - 7"

28' - 7"

27' - 8"

26' - 7"

23' - 2"

20' - 4"

17' - 6"

LINE HEIGHTS (LH) 2

35' - 7"

33' - 7"

30' - 0"

26' - 7"

22' - 7"

21' - 5"

20' - 0"

N

TO

GR

EE

NTR

EE

RO

AD

TO

MD 19

1

1-40W, LED 0'2

1-40W, LED

DRIVE

BRADMOOR

0'3DRIVE

BRADMOOR

6'

52+09, 33' RT

LT-01

LH 1

LH 2

PEPCO 765422-9574

765422-1074

PEPCO

B

C

E

D

CONSTRUCTION DETAILS

A

HEIGHT

MOUNTING

30'

12'

12' 52+36, 32.2' LT

51+33, 30.5' RT

GENERAL NOTES:

14

LIGHTING PLAN

LT-01

STREET NAMENUMBER

POLE

765422-1074

765422-9574

DRIVE

BRADMOOR

STREET

ROOSEVELT

EX. 15'

EX. 4'

HEIGHT

MOUNTING

EX. 34'

EX. 25'

51+98, 39.4' LT

10+34, 18.6' RT

STATION & OFFSET

STATION & OFFSETLAMP TYPE

WATTAGE/

LAMP TYPE

WATTAGE/

SCHEDULE OF LUMINAIRE UPGRADES

LENGTH

ARM

LENGTH

ARM

LUMINAIRE TYPE

ROADWAY PENDANT

COLONIAL POST-TOP

COLONIAL POST-TOP

POLE TYPE

SPUN ALUMINUM

DIRECT BURIAL FIBERGLASS

DIRECT BURIAL FIBERGLASS

F

NO MORE THAN 270 DEGREES OF BENDS IN A CONDUIT RUN.

ALL SWEEPBENDS ARE TO BE A MINIMUM OF 24 IN.

SPECIFICATIONS.

SUPPLIED WITH A HOUSE SHIELD PER THE MANUFACTURES

ALL PROPOSED COLONIAL POST-TOP LUMINAIRES SHALL BE

PHOTOCELL.

ALL PROPOSED LUMINAIRES SHALL BE SUPPLIED WITH A

ALL PROPOSED LUMINAIRES.

BY PEPCO, INCLUDING FURNISHING, INSTALLING, AND ENERGIZING

ALL PROPOSED WORK SHOWN ON THE PLAN SHALL BE COMPLETED

5.

4.

3.

2.

1.

1-4 IN. SCHEDULE 40 PVC CONDUIT.

1-2 IN. SCHEDULE 40 PVC CONDUIT.

12 IN. x 24 IN. x 24 IN. PEPCO SPLICE BOX WITH GROUND ROD.

172W LED ROADWAY PENDANT LUMINAIRE ON EXISTING LIGHTING ARM.

LED LUMINAIRE.

16 FT. DIRECT BURIAL FIBERGLASS POLE (BLACK) WITH 40W COLONIAL POST TOP

SCHEDULE 40 PVC 90 DEGREE BEND IN FOUNDATION).

BRACKET ARM, AND 172W LED ROADWAY PENDANT LUMINAIRE (NOTE: 1-2 IN.

25 FT. SPUN ALUMINUM ROADWAY STREET LIGHT POLE WITH FOUNDATION, 6 FT.

1-172W, LED

1-172W, LED

1-172W, LED

1

2

3

LIGHTING LEGEND

FIBERGLASS POLECOLONIAL POST TOP, 12 FOOT PROPOSED 40 WATT LED LUMINAIRE -

25 FOOT ALUMINUM POLE, - 6 ARMPROPOSED 172 WATT LED LUMINAIRE ON -

EXISTING UTILITY POLEPROPOSED 172 WATT LED LUMINAIRE ON

D

EA

F

D

F

F

D

E

B

B

E

D

F

CC

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DATE




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SHEET NO.


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BRADMOOR DRIVE

MCG

MCG

SDY

Approved:


Recommended:

Approved:



35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


JANUARY 6, 2018

APRIL 2017

APRIL 2017

APRIL 2017

15

LT-02

LT-02

LIGHTING DETAILS

SCALE: NONE

30

guilia

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DATE

DATE

DATE




1 OF 17

SHEET NO.


AT ROOSEVELT STREET

BRADMOOR DRIVE

MCG

MCG

SDY

Approved:


Recommended:

Approved:



35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


JANUARY 6, 2018

APRIL 2017

APRIL 2017

APRIL 2017

SCALE: NONE

LIGHTING DETAILS

LT-03

16

LT-03

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MCG

SDY

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Approved:



35321

EXPIRATION DATE ______________________

LICENSE NO. ___________________________


JANUARY 6, 2018

APRIL 2017

APRIL 2017

APRIL 2017

LT-04

17

LT-04

SCALE: NONE

LIGHTING DETAILS

Documents

MONTGOMERY COUNTY DEPARTMENT OF ......2017/04/05 · CMP CLF CL. C or C/L C.B.R. CATV C.C. BOT. B.M. B.C. BIT. BK B or B/L APPROX. AHD ADT A.A.S.H.T.O. High Point Concrete Pipe Horizontal