montgomery county department of ......2017/04/05 · cmp clf cl. c or c/l c.b.r. catv c.c. bot....
TRANSCRIPT
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
DEPARTMENT OF TRANSPORTATION
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 -
I:\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pGN-N001_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 09:14 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
SCALE: 1"= 10'
DEPARTMENT OF TRANSPORTATION
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'
BACKFILL W/ COMMON BORROW
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,
BACKFILL W/ COMMON BORROW
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
Wednesday, April 05, 2017 AT 09:42 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
XX-XX
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
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
EP 765422-1074COBRAHEAD
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
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
Wednesday, April 05, 2017 AT 10:42 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
SCALE: 1"= 10'
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
SDY
XX-XX
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
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
DETECTABLE WARNING SURFACE
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
MATCH LINE STA 51+00 - SEE T
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
ening -
Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pMT-P001_T3_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 08:55 AM
BY:
FILE:
PLOTTED:
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
ARL
ARL
SJW
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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. ___________________________
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
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
swilk
ening -
Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pMT-P002_T3_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 08:56 AM
BY:
FILE:
PLOTTED:
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
ARL
ARL
SJW
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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. ___________________________
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
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
ening -
Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pMT-P003_T3_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 08:59 AM
BY:
FILE:
PLOTTED:
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
ARL
ARL
SJW
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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).
SEE SIGNING AND MARKING SHEET SN-01 FOR PERMANENT SIGN LOCATIONS (NOT SHOWN 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.
SCALE: 1"= 30'
PHASE 1 SUBPHASE ATEMPORARY TRAFFIC CONTROL PLAN
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
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
NES
301-2
06-4
002
24 H
OU
R E
ME
RG
EN
CY N
UM
BE
R
swilk
ening -
Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pMT-P004_T3_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 09:00 AM
BY:
FILE:
PLOTTED:
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
ARL
ARL
SJW
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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
IN A NORTH-SOUTH DIRECTIONBRADMOOR DR IS ASSUMED TO RUN
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 SIGNING AND MARKING SHEET SN-01 FOR PERMANENT SIGN LOCATIONS (NOT SHOWN 4.
SEE SHEET TTC-5 FOR BUS ROUTE DETOUR.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.
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
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
ening -
Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pMT-P005_T3_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 09:02 AM
BY:
FILE:
PLOTTED:
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
ARL
ARL
SJW
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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. ___________________________
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
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)
IN A NORTH-SOUTH DIRECTIONBRADMOOR DR IS ASSUMED TO RUN
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.
COUNTY STANDARD TYPICALS FOR TRAFFIC CONTROL.
MAINTENANCE OF TRAFFIC WILL BE HANDLED BY THE CONTRACTOR UTILIZING MONTGOMERY 1.
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 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.
INTERSECTION IMPROVEMENTS
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. ___________________________
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
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
Wednesday, April 05, 2017 AT 10:28 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
MCG
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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
EP 765422-1074COBRAHEAD
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
BOX
S
EXIS
T. S
TO
P
BA
R
EXIS
T. S
TO
P
BA
R
GV
WV
TBAR
RE
TAININ
G
WA
LL
EX. ROW
EX. ROW
EX. ROW
11+00
12+00
+50
52+00
+50
+50
51+
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
Wednesday, April 05, 2017 AT 10:28 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
SCALE: 1"= 10'
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
SDY
XX-XX
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
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
+50
51+
00
N
TO MD 187
TO
MD 19
1
TO EWING DRIVE
ROOSEVELT STREET
B
ROOSEVELT STREETL CONSTRUCTION
B
LEGEND
BR
AD
MO
OR
DRIV
EL
CO
NS
TR
UC
TIO
N
BR
AD
MO
OR
DRIV
E
REMOVAL OF EXISTING PAVEMENT / SIDEWALK/ RETAINING WALL
CONCRETE SIDEWALK
DETECTABLE WARNING SURFACE
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
MATCH LINE STA 51+00 - SEE T
HIS SHEET
TO
GR
EE
NTR
EE
RO
AD
MATCH LINE STA 51+00 - SEE T
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
BBR
AD
MO
OR
DRIV
EL
CO
NS
TR
UC
TIO
N
BR
AD
MO
OR
DRIV
E
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
51+
00
52+00
53+00
+50
+50
+50
P.T. STA. 5
3+00.0
0
TBAR
BR
AD
MO
OR
DR
ROOSEVELTST
NOTHR
U
TRUCKS
OVER
7000 L
BS
G.V.W.
DUMPINGNO
$250.
FINE
RIDE ON
RIDE ON
YIELD
YIE
LD
YIE
LDYIELD
swilk
ening -
Y:\0474-24 Bradmoor & Roosevelt Roundabout\CADD\pSN-P001_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 09:03 AM
BY:
FILE:
PLOTTED:
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
ARL
ARL
SJW
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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
EXISTING RIGHT OF WAY
@ 30°
12"x18"
R7-1(1)
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
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. ___________________________
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
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
Wednesday, April 05, 2017 AT 09:04 AM
BY:
FILE:
PLOTTED:
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
ARL
ARL
SJW
Approved:
Chief, Division of Traffic Engineering and Operations
Recommended:
Approved:
Chief, Traffic Engineering Design and Operations Section
Engineer, Traffic Engineering Design and Operations Section
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. ___________________________
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
SN-2
13
INDEX OF QUANTITIESSIGNING AND MARKING PLAN
SCALE: NONE
SN-2
guilia
mc -
I:\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pLT-P001_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 09:53 AM
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:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
GEOMETRIC LEGEND
EXISTING PROPOSED
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
SCALE: 1"= 10'
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
MCG
MCG
SDY
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
JANUARY 6, 2018
APRIL 2017
APRIL 2017
APRIL 2017
W
G
G
SS
EX. ROW
EX. ROW
EX. ROW
EX. ROW
1" UNKNOWN
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
guilia
mc -
I:\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pLT-D001_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 08:38 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
XX-XX
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
MCG
MCG
SDY
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
JANUARY 6, 2018
APRIL 2017
APRIL 2017
APRIL 2017
15
LT-02
LT-02
LIGHTING DETAILS
SCALE: NONE
30
guilia
mc -
I:\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pLT-D002_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 08:42 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
MCG
MCG
SDY
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
JANUARY 6, 2018
APRIL 2017
APRIL 2017
APRIL 2017
SCALE: NONE
LIGHTING DETAILS
LT-03
16
LT-03
guilia
mc -
I:\PROJECTS\4015595\4015595_0024\90_CAD Models and Sheets\04_CT_Transportation\pLT-D003_Bradmoor-Roosevelt.dgn
Wednesday, April 05, 2017 AT 08:40 AM
BY:
FILE:
PLOTTED:
www.stvinc.com
Baltimore, MD 21244
7125 Ambassador Road, Suite 200
STV Incorporated
NO. REVISION BY APP'D DATE DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
DATE
DATE
DATE
DEPARTMENT OF TRANSPORTATION
DIVISION OF TRAFFIC ENGINEERING & OPERATIONS
MONTGOMERY COUNTY, MARYLAND
1 OF 17
SHEET NO.
INTERSECTION IMPROVEMENTS
AT ROOSEVELT STREET
BRADMOOR DRIVE
MCG
MCG
SDY
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
JANUARY 6, 2018
APRIL 2017
APRIL 2017
APRIL 2017
LT-04
17
LT-04
SCALE: NONE
LIGHTING DETAILS