existing bates st driveway bus stop - jersey city€¦ · bus stop bus stop 10' 10'...
TRANSCRIPT
BA
TES
ST
GRAND ST
BUS STOP
BUS STOP
10'
10'
11'
10'
EXISTINGDRIVEWAY
EXISTINGDRIVEWAY
DASHED BIKEMARKINGS
FLEXIBLEDELINEATOR
I (TYP.) H (TYP.)
G (TYP.)
F
D (TYP.)E (TYP.) A (TYP.)
B (TYP.)
A (TYP.)
I
A (TYP.)
DASHED DOUBLEYELLOW LINE
(3' STRIPE, 9' GAP)
R25'
10'
10'
2'
(TY
P.)
4'
2'
(VA
R.)
142'
24' R25'
EXISTINGDRIVEWAY
10'
10'
10'
4'
2'
4'
4'
84'
16'
EXISTINGDRIVEWAY
143'
VA
R.
24'
10'
BEGIN 143' EXCLUSIVELEFT TURN LANE
VA
R.
GRAND ST
BUS STOP
10'
10'
10'
EXISTINGDRIVEWAY
DASHED BIKEMARKINGS
FLEXIBLEDELINEATOR (TYP.)
H (TYP.)C I (TYP.)
E (TYP.) B (TYP.)A (TYP.)
J (TYP.)
CROSS BIKEMARKINGS
TWO-STAGE LEFTTURN BOX
10'
VA
R.
2'
4'
4'
DASHED BIKEMARKINGS
BIKE BOX
B (TYP.)
11'
10'
10'
10'
10'
3'
6'
SUPERSHARROWMARKING
24'
K
150' 60'
R50' R50'
35'
20' (TYP.)
7'
3'
10'
11'
10'
10'
3'
6'
D (TYP.)
C
ORIGINAL SHEET - ARCH D
10/3
1/20
19 8
:26
AMU:
\192
5107
50\C
ADD\
PLO
T_SH
EETS
\GRA
ND S
T\TS
S.DW
G
Chkd.Dwn. Dsgn. YY.MM.DDFile Name: tss.dwg kd ac kd 19.11.01
www.stantec.com
10000 Midlantic Drive, Suite 300WMount Laurel, NJ 08054
Consultants
ByRevision Appd. YY.MM.DD ByIssued Appd. YY.MM.DD
NOTES
Drawing No.
Scale
Revision
Title
Project No.
Sheet
of
CITY OF JERSEY CITY
GRAND STREET EAST BIKE LANES
Jersey City, NJ
STRIPING PLAN
192510750 1:20
SS-01 1 6 0
Client/Project
The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.
N
N
MA
TC
HLIN
E A
MA
TC
HLIN
E B
MA
TC
HLIN
E A
1. PAVEMENT MARKINGS SHALL BE INSTALLED ACCORDING TO THELATEST EDITION OF THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES.
2. FOR THE DESIGN OF EXCLUSIVE TURN LANES, SEE DETAIL A ONSHEET SS-06.
3. FOR THE DESIGN OF BUS STOPS AND DASHED BIKE MARKINGSWITHIN THE CYCLE TRACK AND BIKE LANE AT BUS STOPS, SEEDETAIL B ON SHEET SS-06.
4. FOR THE DESIGN OF DASHED BIKE MARKINGS ACROSSINTERSECTIONS, SEE DETAIL C ON SHEET SS-06.
5. FOR THE SPACING OF BIKE SYMBOLS AND BIKE LANE YIELD BARS,SEE DETAIL D ON SHEET SS-06.
6. FOR THE DESIGN OF BIKE BOXES, CROSS-BIKE MARKINGS, DASHEDBIKE MARKINGS, SUPER SHARROWS, AND TWO-STAGE LEFT TURNBOXES, SEE THE LATEST EDITION OF LET'S RIDE JC BIKEWAYDESIGN GUIDE.
DRAFT
EXISTINGDRIVEWAY
FLEXIBLEDELINEATOR (TYP.)
DASHED BIKEMARKINGS
H (TYP.)
B (TYP.) A (TYP.)
B (TYP.)
I (TYP.)
I (TYP.)
JA (TYP.)
CROSS BIKEMARKINGS
BIKE BOX
BIKE BOX
24'
EXISTINGSIDEWALK
BEIGEPAINT
10'
5'
2'
10'
10'
10'
3'
5'
25'5'
5.5
'3'
8.5
'10'
10'
10'
3'
5'
127'
129'
85' TRANSITION
35' TRANSITION
R250'
R250'
K
A (TYP.)
DASHED BIKEMARKINGS
24'
150'
5'
5'
3'
10'
10'
10'
2'
5'
10'
C
BA
RR
OW
ST
LIB
ER
TY
VIE
W D
R
GRAND ST
GRAND ST
FLEXIBLE
DELINEATOR (TYP.)
DASHED BIKEMARKINGS
B (TYP.)
A (TYP.)
H (TYP.)A (TYP.)
I (TYP.)
A (TYP.)
J (TYP.)
CROSS BIKEMARKINGS
EXISTINGDRIVEWAY
PARKING
METER (TYP.) PARKINGMETER (TYP.)
CROSS BIKE
MARKINGS
CROSS BIKE
MARKINGS
20' (TYP.)
4' (TYP.)
BEIGEPAINT
BEIGEPAINT
2' (TYP.)
I (TYP.)5'
20' (TYP.)
16'2' (TYP.) 4' (TYP.)
20' (TYP.) 40'
50'
B (TYP.)
H (TYP.)
H (TYP.)
90' TRANSITION
10'
10'
10'
3'
5'
8.5
'3'
5.5
'
52'
32'
R50' R
50'
55'
5.5
'3'
8'
10'
10'
10'
3'
5.5
'
5.5
'3'
10'
10'
VA
RIE
S3'
5.5
'
30' 55'
R50'
R50'
10'
5.5
'3'
10'
10'
10'
8'
3'
5.5
'
21.62'9.25'
38.08'
81' TRANSITION
BEGIN
TRANSITION
ORIGINAL SHEET - ARCH D
10/3
1/20
19 8
:26
AMU:
\192
5107
50\C
ADD\
PLO
T_SH
EETS
\GRA
ND S
T\TS
S.DW
G
Chkd.Dwn. Dsgn. YY.MM.DDFile Name: tss.dwg kd ac kd 19.11.01
www.stantec.com
10000 Midlantic Drive, Suite 300WMount Laurel, NJ 08054
Consultants
ByRevision Appd. YY.MM.DD ByIssued Appd. YY.MM.DD
NOTES
Drawing No.
Scale
Revision
Title
Project No.
Sheet
of
CITY OF JERSEY CITY
GRAND STREET EAST BIKE LANES
Jersey City, NJ
STRIPING PLAN
192510750 1:20
SS-02 2 6 0
Client/Project
The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.
N
N
MA
TC
HLIN
E C
MA
TC
HLIN
E D
MA
TC
HLIN
E B
MA
TC
HLIN
E C
1. PAVEMENT MARKINGS SHALL BE INSTALLED ACCORDING TO THELATEST EDITION OF THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES.
2. FOR THE DESIGN OF EXCLUSIVE TURN LANES, SEE DETAIL A ONSHEET SS-06.
3. FOR THE DESIGN OF BUS STOPS AND DASHED BIKE MARKINGSWITHIN THE CYCLE TRACK AND BIKE LANE AT BUS STOPS, SEEDETAIL B ON SHEET SS-06.
4. FOR THE DESIGN OF DASHED BIKE MARKINGS ACROSSINTERSECTIONS, SEE DETAIL C ON SHEET SS-06.
5. FOR THE SPACING OF BIKE SYMBOLS AND BIKE LANE YIELD BARS,SEE DETAIL D ON SHEET SS-06.
6. FOR THE DESIGN OF BIKE BOXES, CROSS-BIKE MARKINGS, DASHEDBIKE MARKINGS, SUPER SHARROWS, AND TWO-STAGE LEFT TURNBOXES, SEE THE LATEST EDITION OF LET'S RIDE JC BIKEWAYDESIGN GUIDE.
DRAFT
GR
OV
E S
T
EXISTINGDRIVEWAY
EXISTINGDRIVEWAY
3'
4'
7.5
'10'
9'
FLEXIBLEDELINEATOR (TYP.) DASHED BIKE
MARKINGS
H (TYP.)
A (TYP.)
A (TYP.)B (TYP.)
CROSS BIKEMARKINGS
I (TYP.)
I (TYP.)
E (TYP.)
20' 40' 15'
A (TYP.)
J (TYP.)
DASHED BIKEMARKINGS (TYP.)
10'
(MIN
)
24'
116'
9' 5'
24'
7.5
'10'
9'
10'
(MIN
)
65'
168'54'
81' TRANSITION 59'R50' R
50'
END TRANSITION
50'
BIKE BOX
TWO-STAGE LEFT
TURN QUEUE BOXBEIGEPAINT
5.5
'3'
10'
8'
10'
10'
3'
5.5
'
R4'
3'
4'
5'
MA
RIN
BLV
D
GRAND ST
EXISTINGDRIVEWAYFLEXIBLE
DELINEATOR (TYP.)DASHED BIKEMARKINGS (TYP.)
EXISTINGDRIVEWAY
H (TYP.)
A (TYP.)
A (TYP.)
B (TYP.)
I (TYP.)
A (TYP.)
J (TYP.)A (TYP.)
CROSS BIKEMARKINGS
25'120'
72'20' 3'33' 40'
50'
15'
20'20'
15'
20'
15'
40'J
5'
3'
8'
10'
10'
9'
148'
24'
105' TRANSITION
20'
10'
(MIN
.)9'
10'
10.5
'4'
8'
5'
3'
10'
9'
10'
7.5
'10'
9'
10'
(MIN
)3'
4'
ORIGINAL SHEET - ARCH D
10/3
1/20
19 8
:26
AMU:
\192
5107
50\C
ADD\
PLO
T_SH
EETS
\GRA
ND S
T\TS
S.DW
G
Chkd.Dwn. Dsgn. YY.MM.DDFile Name: tss.dwg, kd ac kd 19.11.01
www.stantec.com
10000 Midlantic Drive, Suite 300WMount Laurel, NJ 08054
Consultants
ByRevision Appd. YY.MM.DD ByIssued Appd. YY.MM.DD
NOTES
Drawing No.
Scale
Revision
Title
Project No.
Sheet
of
CITY OF JERSEY CITY
GRAND STREET EAST BIKE LANES
Jersey City, NJ
STRIPING PLAN
192510750 1:20
SS-03 3 6 0
Client/Project
The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.
N
N
MA
TC
HLIN
E E
MA
TC
HLIN
E D
MA
TC
HLIN
E E
MA
TC
HLIN
E F
1. PAVEMENT MARKINGS SHALL BE INSTALLED ACCORDING TO THELATEST EDITION OF THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES.
2. FOR THE DESIGN OF EXCLUSIVE TURN LANES, SEE DETAIL A ONSHEET SS-06.
3. FOR THE DESIGN OF BUS STOPS AND DASHED BIKE MARKINGSWITHIN THE CYCLE TRACK AND BIKE LANE AT BUS STOPS, SEEDETAIL B ON SHEET SS-06.
4. FOR THE DESIGN OF DASHED BIKE MARKINGS ACROSSINTERSECTIONS, SEE DETAIL C ON SHEET SS-06.
5. FOR THE SPACING OF BIKE SYMBOLS AND BIKE LANE YIELD BARS,SEE DETAIL D ON SHEET SS-06.
6. FOR THE DESIGN OF BIKE BOXES, CROSS-BIKE MARKINGS, DASHEDBIKE MARKINGS, SUPER SHARROWS, AND TWO-STAGE LEFT TURNBOXES, SEE THE LATEST EDITION OF LET'S RIDE JC BIKEWAYDESIGN GUIDE.
DRAFT
GRAND ST
VA
N V
OR
ST S
T
GRAND ST
FLEXIBLEDELINEATOR
EXISTING FIREHOUSE DRIVEWAY
322'
10'
H (TYP.)
10'
9'
6'
I (TYP.)
A (TYP.)
B (TYP.)
10'
10'
8'
8'
CROSS BIKE
MARKINGS
C (TYP.)
1' SOLID WHITELINE (TYP.)
E
8'
20'
A (TYP.)
14'
22'
47'
EXISTING CROSSWALKSTO BE MAINTAINED ANDRESTRIPED AS NECESSARY
3'
5'
5' 5'33'
3'
BEIGE PAINT
5'
168'
EXISTINGDRIVEWAY
107'
20'
WA
SHIN
GT
ON
ST
WA
RR
EN
ST
GRAND ST
FLEXIBLE DELINEATOR (TYP.)
DASHED BIKEMARKINGS
EXISTINGDRIVEWAY
EXISTINGDRIVEWAY EXISTING
DRIVEWAY
H (TYP.)I (TYP.) E (TYP.)
B (TYP.)
A (TYP.)
CROSS BIKEMARKINGS CROSS BIKE
MARKINGS
C (TYP.)
K (TYP.)
15'
A (TYP.)
11'
EXISTING CROSSWALKSTO BE MAINTAINED ANDRESTRIPED AS NECESSARY
20'
5' 5'
39'
EXISTING CROSSWALKSTO BE MAINTAINED ANDRESTRIPED AS NECESSARY
5'
3'
10'
10'
8'
8'
BEIGEPAINT
31' 20' 223'63'
172' 46' 85'69'
8'
10'
10'
8'
3'
6' 6'
3'
8'
10'
10'
8'
5'
5'5'
ORIGINAL SHEET - ARCH D
10/3
1/20
19 8
:26
AMU:
\192
5107
50\C
ADD\
PLO
T_SH
EETS
\GRA
ND S
T\TS
S.DW
G
Chkd.Dwn. Dsgn. YY.MM.DDFile Name: tss.dwg kd ac kd 19.11.01
www.stantec.com
10000 Midlantic Drive, Suite 300WMount Laurel, NJ 08054
Consultants
ByRevision Appd. YY.MM.DD ByIssued Appd. YY.MM.DD
NOTES
Drawing No.
Scale
Revision
Title
Project No.
Sheet
of
CITY OF JERSEY CITY
GRAND STREET EAST BIKE LANES
Jersey City, NJ
STRIPING PLAN
192510750 1:20
SS-04 4 6 0
Client/Project
The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.
N
N
MA
TC
HLIN
E G
MA
TC
HLIN
E F
MA
TC
HLIN
E H
MA
TC
HLIN
E G
1. PAVEMENT MARKINGS SHALL BE INSTALLED ACCORDING TO THELATEST EDITION OF THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES.
2. FOR THE DESIGN OF EXCLUSIVE TURN LANES, SEE DETAIL A ONSHEET SS-06.
3. FOR THE DESIGN OF BUS STOPS AND DASHED BIKE MARKINGSWITHIN THE CYCLE TRACK AND BIKE LANE AT BUS STOPS, SEEDETAIL B ON SHEET SS-06.
4. FOR THE DESIGN OF DASHED BIKE MARKINGS ACROSSINTERSECTIONS, SEE DETAIL C ON SHEET SS-06.
5. FOR THE SPACING OF BIKE SYMBOLS AND BIKE LANE YIELD BARS,SEE DETAIL D ON SHEET SS-06.
6. FOR THE DESIGN OF BIKE BOXES, CROSS-BIKE MARKINGS, DASHEDBIKE MARKINGS, SUPER SHARROWS, AND TWO-STAGE LEFT TURNBOXES, SEE THE LATEST EDITION OF LET'S RIDE JC BIKEWAYDESIGN GUIDE.
DRAFT
GR
EEN
E S
TGRAND ST
EXISTINGDRIVEWAY
FLEXIBLEDELINEATOR (TYP.)
DASHED BIKEMARKINGS
EXISTINGDRIVEWAY
E (TYP.) H (TYP.)I (TYP.)
101'60'
75'286'20'
7'
15'
8'15'
20'
15'
20'20'16'
A (TYP.) B (TYP.)
A (TYP.) 8'
10'
10'
5'
3'
8'
H (TYP.)A (TYP.)
11'
40'
8'
5'
3'
10'
10'
9'
ORIGINAL SHEET - ARCH D
10/3
1/20
19 8
:27
AMU:
\192
5107
50\C
ADD\
PLO
T_SH
EETS
\GRA
ND S
T\TS
S.DW
G
Chkd.Dwn. Dsgn. YY.MM.DDFile Name: tss.dwg kd ac kd 19.11.01
www.stantec.com
10000 Midlantic Drive, Suite 300WMount Laurel, NJ 08054
Consultants
ByRevision Appd. YY.MM.DD ByIssued Appd. YY.MM.DD
NOTES
Drawing No.
Scale
Revision
Title
Project No.
Sheet
of
CITY OF JERSEY CITY
GRAND STREET EAST BIKE LANES
Jersey City, NJ
STRIPING PLAN
192510750 1:20
SS-05 5 6 0
Client/Project
The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.
N
MA
TC
HLIN
E H
1. PAVEMENT MARKINGS SHALL BE INSTALLED ACCORDING TO THELATEST EDITION OF THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES.
2. FOR THE DESIGN OF EXCLUSIVE TURN LANES, SEE DETAIL A ONSHEET SS-06.
3. FOR THE DESIGN OF BUS STOPS AND DASHED BIKE MARKINGSWITHIN THE CYCLE TRACK AND BIKE LANE AT BUS STOPS, SEEDETAIL B ON SHEET SS-06.
4. FOR THE DESIGN OF DASHED BIKE MARKINGS ACROSSINTERSECTIONS, SEE DETAIL C ON SHEET SS-06.
5. FOR THE SPACING OF BIKE SYMBOLS AND BIKE LANE YIELD BARS,SEE DETAIL D ON SHEET SS-06.
6. FOR THE DESIGN OF BIKE BOXES, CROSS-BIKE MARKINGS, DASHEDBIKE MARKINGS, SUPER SHARROWS, AND TWO-STAGE LEFT TURNBOXES, SEE THE LATEST EDITION OF LET'S RIDE JC BIKEWAYDESIGN GUIDE.
DRAFT
ORIGINAL SHEET - ARCH D
10/3
1/20
19 8
:27
AMU:
\192
5107
50\C
ADD\
PLO
T_SH
EETS
\GRA
ND S
T\TS
S_G
RAND
_DET
AILS
.DW
G
Chkd.Dwn. Dsgn. YY.MM.DDFile Name: tss.dwg kd ac kd 19.11.01
www.stantec.com
10000 Midlantic Drive, Suite 300WMount Laurel, NJ 08054
Consultants
ByRevision Appd. YY.MM.DD ByIssued Appd. YY.MM.DD
NOTES
Drawing No.
Scale
Revision
Title
Project No.
Sheet
of
CITY OF JERSEY CITY
GRAND STREET EAST BIKE LANES
Jersey City, NJ
DETAILS AND LEGENDS
192510750 NTS
SS-06 6 6 0
Client/Project
The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.
4" SOLID WHITE LINE
6" SOLID WHITE LINE
8" SOLID WHITE LINE
4" BROKEN WHITE LINE (10' STRIPE, 30' GAP)
4" DOTTED WHITE LINE (2' STRIPE, 4' GAP)
4" DASHED YELLOW LINE (3' STRIPE, 9' GAP)
8" DASHED WHITE LINE (3' STRIPE, 9' GAP)
4" DOUBLE SOLID YELLOW LINE
24" SOLID WHITE LINE
24" SOLID YELLOW LINE (45° @ 12' O.C.)
SOLID WHITE MARKING
1'
3'
5'
3'
6'
1'
DETAIL DNTS
LEGEND PAVEMENT MARKING LEGEND
A
B
C
D
E
F
G
H
I
J
K
STREET LIGHT
FIRE HYDRANT
TRAFFIC SIGNAL FOUNDATION
PARKING METER
FLEXIBLE DELINEATOR
SIGN
* 8' 8' 8' **
* SPACING FROM STOP BAR OR ADJACENTPARKING LINE VARIES. SEE PLANS.
** SPACING BETWEEN MULTIPLE BUS STOPMARKINGS VARIES. SEE PLANS.
DETAIL BNTS
4' 2'
6"
3'
FLEXIBLE DELINEATOR(SPACED 20' O.C.)
K (TYP.)E
B
A
F
I
WHITE
GREEN
* SPACING BETWEEN TURN ARROW AND "ONLY"VARIES BY INCREMENTS OF 8'. SEE PLANS.
DETAIL ANTS
4'
8' 8' 8' 8' *
I
C
G
K (TYP.) K (TYP.)
J
H
LENGTH VARIES. SEE PLANS
4' 2'
DETAIL CNTS
A
F
FLEXIBLE DELINEATOR(SPACED 20' O.C.)
I
WHITE
GREEN
6"
**6"
*
* VARIES. CONTRACTOR SHOULD VERIFY NUMBEROF MARKINGS TO BE PLACED AND ADJUST ASNECESSARY.
** WIDTH VARIES BASED ON WIDTH OF BIKE LANE.
R25'
DRAFT