CITY OF ATL ANTA 10TH STREET TWO-WAY CYCLE TRACK PHASE TWO CONSTRUCTION PLANS FINAL PROJECT INFORMATION
PROJECT LOCATION MAP
Jurisdiction: City of Atlanta / Fulton County Phase Two Extents: Charles Allen Drive to Piedmont Ave. Phase Two Length: 2,325 linear feet Functional Class: Urban Minor Arterial Street
Piedmont Park
PROJECT AREA
Contact: Cladie Washburn, Midtown Alliance, 404-441-8956 CHARLES ALLEN DRIVE
TAF T AVENUE
ARGONNE AVENUE
M Y R T L E S T.
PIED
MON
T AV E.
10TH STREET
Final Plans: May 27, 2014 Revised: June 26, 2014 Produced by Stantec Consulting Services Inc. for the Midtown Alliance and the City of Atlanta
1
ERADICATE AND REINSTALL THERMOPLASTIC STOP BARS ADD BIKE SYMBOL AND ARROW (TYP). SEE DETAIL 3.1
INSTALL 4” SOLID WHITE THERMOPLASTIC LINES
ADD “NO PARKING” SIGN SEE DETAIL 5.9
INSTALL ASPHALT PATCHING WITHIN HATCHED AREA.
5” SKIP WHITE (2’ SEG, 6’ GAP), SEE DETAIL 3.2 INSTALL DURA CURB RAISED SEPARATOR SEE DETAIL 1.3
1
25’ TYP. ADD SHARROW SYMBOLS SEE DETAIL 3.3
ADD SHARROW SYMBOL. SEE DETAIL 3.3
REFRESH STOP BAR WITH THERMOPLASTIC 16’
RAISED CONCRETE BULBOUT SEE DETAIL 2.2
WHITE FLEXIBLE CHANNELIZER POST SEE DETAIL 1.2
15’
EXCAVATE & FILL EXISTING LANDSCAPE STRIP WITH CONCRETE FROM THE STRIP’S WEST END TO THE EAST EDGE OF BULBOUT. EXISTING TREE BOX WILL NOT BE PAVED. MATCH CONCRETE TO EDGES OF TREE BOX. SEE DETAIL 2.2
REMOVE “NO PARKING” SIGN
M Y RT L E S T R E E T
T AV ENUE
INSTALL QUEUE BOX USING GREEN COLOR-SAFE COLOR PAVEMENT MARKING AND ANTI-SKID SURFACING BY TRANSPO INDUSTRIES, INC. QUEUE BOX IS TO BE OUTLINED IN 5” WHITE THERMOPLASTIC.
1
REMOVE EXISTING “PEDESTRIAN CROSSING” SIGN. INSTALL RAPID FLASHING BEACON. SEE DETAIL 4.1
ADD “PEDESTRIAN CROSSING” & “CROSSWALK ARROW” SIGNS FACING WEST. SEE DETAILS 5.3 & 5.5 RELOCATE EXISTING “PEDESTRIAN CROSSING” & “CROSSWALK ARROW” SIGNS CURRENTLY LOCATED 25’ WEST. SEE DETAILS 5.4 & 5.5
1
RELOCATE EXISTING MARTA BUS SIGN CURRENTLY LOCATED EAST OF INTERSECTION.
NEW THERMOPLASTIC STOP BARS
REMOVE PORTION OF STOP BAR INSIDE BIKE LANE ADD BIKE SYMBOL AND ARROW (TYP). SEE DETAIL 3.1
1
REPAINT CROSSWALK
1
INSTALL ASPHALT PATCHING WITHIN HATCHED AREA
WHITE FLEXIBLE CHANNELIZER POST SEE DETAIL 1.2
POSTS SPACED 20’ O.C.
NEW STOP BAR
1
ARGONNE AVENUE
MATCH LINE - WEST SEGMENT (SEE ABOVE FOR CONTINUATION)
PIED
MON
1
ERADICATE AND REINSTALL TWO THERMOPLASTIC CROSSWALKS
TWO-WAY CYCLE TRACK TO BE CONSTRUCTED IN LIEU OF EXISTING TRAVEL LANE. SEE CYCLE TRACK TYPICAL PLAN (DETAIL 1.1) FOR DIMENSIONS AND STRIPING DETAILS
POSTS SPACED 20’ O.C.
RAISED CONCRETE BULBOUT SEE DETAIL 2.1 5” SKIP WHITE (2’ SEG, 6’ GAP), SEE DETAIL 3.2
ADD “BIKE LANE END” SIGN SEE DETAIL 5.7
100’ SPACING (TYP)
ERADICATE EXISTING CROSSWALK
10TH STREET TWO-WAY CYCLE TRACK FINAL LAYOUT PLAN - PHASE 2 (Piedmont Avenue to Charles Allen Drive)
FEET 0 10 20
40
TWO-WAY CYCLE TRACK TO BE CONSTRUCTED IN LIEU OF EXISTING TRAVEL LANE. SEE CYCLE TRACK TYPICAL PLAN (DETAIL 1.1) FOR DIMENSIONS AND STRIPING DETAILS
M A T C H L I N E - E A S T S E G M E N T ( S E E P- 2 F O R C O N T I N U A T I O N )
REMOVE EXISTING “PEDESTRIAN CROSSING” SIGN. INSTALL RAPID FLASHING BEACON. SEE DETAIL 4.1
MATCH LINE - EAST SEGMENT (SEE BELOW FOR CONTINUATION)
1
80 NORTH
P-1
Produced for The Midtown Alliance and The City of Atlanta by Stantec Consulting Services Inc. - Final 05/27/14
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REVISION ONE: REVISION ONE: 6/26/14 6/26/14
MATCH LINE - EAST SEGMENT (SEE BELOW FOR CONTINUATION)
TWO-WAY CYCLE TRACK TO BE CONSTRUCTED IN LIEU OF EXISTING TRAVEL LANE. SEE CYCLE TRACK TYPICAL PLAN (DETAIL 1.1) FOR DIMENSIONS AND STRIPING DETAILS
WHITE FLEXIBLE CHANNELIZER POST SEE DETAIL 1.2
ADD BIKE SYMBOL AND ARROW (TYP). SEE DETAIL 3.1 POSTS SPACED 20’ O.C. 100’ SPACING (TYP)
RETAIN EXISTING “SCHOOL ZONE” SIGN. REPLACE “CHILDREN PRESENT” SIGN. SEE DETAIL 5.8 RIGHT TURN TO CHARLES ALLEN DRIVE USE QUEUE BOX
RELOCATE EXISTING MARTA BUS SIGN CURRENTLY LOCATED EAST OF TAFT ROAD.
ADD BIKE QUEUE BOX SIGN SEE DETAIL 5.11 INSTALL NEW THERMOPLASTIC STOP BAR
TWO-WAY CYCLE TRACK TO BE CONSTRUCTED IN LIEU OF EXISTING TRAVEL LANE. SEE CYCLE TRACK TYPICAL PLAN (DETAIL 1.1) FOR DIMENSIONS AND STRIPING DETAILS
REFRESH QUEUE BOX USING GREEN COLOR-SAFE COLOR PAVEMENT MARKING AND ANTI-SKID SURFACING BY TRANSPO INDUSTRIES, INC. QUEUE BOX TO BE OUTLINED IN 5” WHITE THERMOPLASTIC.
WHITE FLEXIBLE CHANNELIZER POST SEE DETAIL 1.2
ADD BIKE SYMBOL AND ARROW (TYP). SEE DETAIL 3.1
1
CHARLES ALLEN DRIVE
POSTS SPACED 20’ O.C.
10TH STREET TWO-WAY CYCLE TRACK FINAL LAYOUT PLAN - PHASE 2 (Piedmont Avenue to Charles Allen Drive)
1
PREVIOUS PROJECT PHASE
TAFT AVENUE
M A T C H L I N E - W E S T S E G M E N T ( S E E P- 1 F O R C O N T I N U A T I O N ) MATCH LINE - WEST SEGMENT (SEE ABOVE FOR CONTINUATION)
RETAIN EXISTING “HOSPITAL” SIGN AND CONSOLIDATE “NO CRUISE” SIGN ON TO THE SAME POST.
FEET 0 10 20
40
80 NORTH
P-2
Produced for The Midtown Alliance and The City of Atlanta by Stantec Consulting Services Inc. - Final 05/27/14 1
REVISION ONE: 6/26/14
DETAIL 1.1 TWO -WAY CYCLE TRACK TYPICAL PL AN (N.T.S) TWO-WAY CYCLE TRACK - TYPICAL PLAN (N.T.S)
DETAIL 1.2 28” WHITE FLEXIBLE CHANNELIZER POST INTERSECTION CROSSING (N.T.S)
BUFFER ZONE
8’
72” 20’ O.C.
BUFFER WIDTH 3’ DESIRED ( 24” MIN.)
3 . C ONT RAC T OR T O IN S TA L L TRA N S P O IN D U S TR IES , IN C . C OLOR-SAF E C OLO R PAV EM EN T M A R K IN G A N D A N TISKI D SURFAC I NG F O R B IC YC L E FA C IL ITIES A S N O TED I N PL ANS. C OLOR TO B E A P P R O V ED BY O W N ER P R IO R T O C ONST RUC T I O N A C TIV ITIES A N D O R D ER IN G O F M AT E RI AL S. 4 . E X I ST I NG G RE E N PAV EM EN T M A R K IN G S IN P H A S E 1 A R EA ( M ONROE DRI V E T O C H A R L ES A L L EN D R IV E) S H O U L D Place MUTCD R9C-3B at beginning of B Eintersection RE F RE SHE markings D AS S P EC IF IED IN N O TE 3. IN A D D ITIO N , NE W G RE E N PAV EM EN T M A R K IN G S A R E TO B E A D D ED AT Begin and end intersection markings at edge of I NT E RSE C T I ONS MATC H IN G TH E P H A S E 2 D ES IG N .
12”
FACE OF CURB
3” DIA. WHITE FLEXIBLE CHANNELIZER POST (TYP) MAINTAIN CONSISTENT 12” OFFSET FROM INNER BUFFER LINE
min.
IMPROVEMENTS NOT TO ENCROACH INTO ADJACENT EXISTING TRAVEL LANES
1 . C ONT RAC T OR T O F IEL D V ER F IY A L L M A R K IN G S W ITH OW NE R PRI OR T O F IN A L S TR IP IN G A N D IN S TA L L ATIO N .
bike lane
4’
4’ min.
1
2 . C ONT RAC T OR T O C O O R D IN ATE W ITH M ID TO W N A L L IA N C E PRI OR T O C ONST R U C TIO N A C TIV ITIES A N D O R D ER IN G OF M AT E RI AL S T O D ETER M IN E LO C ATIO N O F R EQ U IR ED 5” skip white lines, 2’ segments - 6’ gaps ROADWAY ASPHA LT PATC H IN G . Width of skip-lane to be equal to width of
VEHICULAR TRAVEL LANE (WIDTH VARIES)
4’ MINIMUM BIKE LANE WIDTHSVARY CURB SIDE BIKE LANE WIDTH WHERE CYCLE TRACK IS WIDER THAN 11’ TOTAL
NO T ES ( G ENER A L )
crosswalks
5” YELLOW SKIP CENTER LINE (10’ STRIP, 10’ SKIP - TYP) 8” SOLID WHITE OUTER BUFFER LINE (TYP)
CHEVRON MARKINGS
40” Curb Section
4” SOLID WHITE INNER BUFFER LINE (TYP)
L St_DETAILS.dgn 8/7/2012 3:15:57 PM
8” SOLID WHITE - 45 DEGREES FROM EDGE OF CYCLE TRACK, 20’ ON-CENTER
5
4
40”
A
11
10
9
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DETAIL 1.3 - DURA CURB RAISED SEPARATOR 2
BIKE LANE SYMBOL (N.T.S)
1
DURA DURA-CURB CURB
Description
2
2
VISION STRIP, YELLOW
4
2
DURA-POST MOUNT STUD
5
2
QUICK PIN
9
2
3/4” X 3-9/16” MOLLY PLUG
10
2
5/8” FLAT WASHER, COATED
11
2
5/8” X 6” HEX LAG BOLT,, COATED or 5/8” x 5”
Anchor studs 40” with Quick pins and mounting socket FACE OF CURB
10
72” PARTS LIST
2
72”
Nose Section
18” NOSE SECTION
8” HAZARD MARKER DELINEATOR
NOTES: 1. THESE DETAILS ARE FOR T IS MANUFACTURED BY JOH
2. DURA-POST DELINEATORS 5
A
11
1
Qty
1
5
4
9
Item
SHARROW SYMBOL (N.T.S)
40”CURB Curb Section 40” SECTION
40”
PARTS LIST
Item
Qty
1
1
DURA DURA-CURB CURB
Description
2
2
VISION STRIP, YELLOW
4
2
DURA-POST MOUNT STUD
5
2
QUICK PIN
9
2
3/4” X 3-9/16” MOLLY PLUG
10
2
5/8” FLAT WASHER, COATED
11
2
5/8” X 6” HEX LAG BOLT,, COATED or 5/8” x 5”
3. DURA-CURB IS INSTALLED AND ANCHORS.
4
4
1
NO PARKING SIGN SIZE 18”x24”
2
2
112”
PARTS LIST Item Qty 1 1 2 1 3 2 4 1 5 1
Description 40” Arched Dura-Curb Section Dura-Post Assembly Quick Pin Reflectorized Material Quick Mount Base
36”
72”
3 5
MUTCD R9C-3A DETAIL A SCALE 1 / 1.5
5
4’ 72” Anchor studs O.C. MUTCD R9C-3B with Quick pins 10TH STREET TWO-WAY CYCLE TRACK and mounting FINAL CONSTRUCTION DETAILS PHASE 2 (Piedmont Avenue to Charles Allen Drive) socket Produced for The Midtown Alliance and The City of Atlanta by Stantec Consulting Services Inc. - Final 05/27/14 4
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The Dura-Curb™ Raised Separator System v1.01 | www.duracurb.net
MEDIAN BARRIER SEPARA
EN RE
1
DURA-CURB SY DURA-POST DELI
2
1 DETAIL A SCALE 1 / 1.5
1
REVISION ONE: 6/26/14
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Part Number: 40-36-00-00
DURA-POST, 36”, WHITE DELINEATOR W OF REFLECTIVE SHEETING.
43.0
B. Grade: 84” x 108” B. Grade: 84” x 133” Footprints (including bicycles)
B. Grade: 84” x 83”
18.0
Double-Sided
Single-Sided
29.0
5 Bicycles
DETAIL 2.1 - RAISED CONCRETE BULBOUT - WEST (NTS)
3 120” Bicycles Flange: x 83”
Flange:
DETAIL 2.3 - SARIS “BRANDED” MIDTOWN BICYCLE RACK (NTS) 2X .25"X 12.75" STEEL RO D
2.38
* rack to be powder-coated black
1.10
18.0
9 Bicycles
4 Bicycles Flange: 120”x133”
120”x108”
B. Grade: 120”x108”
B. Grade: 120” x 83”
2.0
43.0
7 Bicycles
Flange:
11.0
32.0
B. Grade: 84” x 158”
Flange:
86” x 83”
B. Grade: 120”x133”
86” x 108”
11 Bicycles
5 Bicycles 120”x158”
6 Bicycles
Flange:
B. Grade: 120”x158”
Flange:
86” x 133”
Flange:
86” x 158”
DETAIL 2.4B. Grade: - CONCRETE SL AB & B.CURB (NTS) B. Grade: 84” x 83” B. Grade: 84” x 133” Grade: 84” x 158” 84” x 108”
MOUNTING options
Double-Sided
29.0
Below-Grade Mounting 5 Bicycles
Surface (Flange) Mounting for use on poured concrete surfaces
7 Bicycles
9 Bicycles
19.7 TY P
*Bicycle racks must be anchored into concrete using bolts as shown in detail below 11.0
Flange:
30.0
Flange:
120” x 83”
LEVELING SURFACE PARALLEL TO GROUND
Varies
120”x108”
Flange:
11 Bicycles
120”x133”
Flange:
120”x158”
2X R 9.0
B. Grade: 120”x108”
B. Grade: 120” x 83”
2.0 2X .25"X 12.75" STEEL RO D
2.38
* rack to be powder-coated black
1.10 32.00
B. Grade: 120”x158”
GROUND LEVE
48.7
2X ANCHOR RO (INCLUDED )
2X16. 8
25.0 TY P
L
D
MOUNTING options 10°
B 18.0
B
B. Grade: 120”x133”
32.3
Side
Front
2X .25
Surface (Flange) Mounting Front for use on poured concrete surfaces A
A
25.25 REF
Side
Below-Grade Mounting
2.38
Surface (Flange) Mounting
*Bicycle racks must be anchored into concrete using bolts as shown in detail below 3.0
19.7 TY P
6.0
4X .44 THRU
30.0
Bottom
2X R 9.0
* rack to be powder-coated black
6.0
2X 32.1
3.0
.5 TYP
15.2 TY P
1.10 .5 TYP SECTION
B- B
25.0 TY P
32.3
48.7
A-A SECTION SCALE 1 : 4
Side
L1
2X ANCHOR RO (INCLUDED )
Atlanta Development Design Guidelines RG
N
S
S
47
S
, G
RG
N
S
2.38
T
47
Surface (Flange) Mounting A
6.0 3.0
* rack to be powder-coated black
4X .44 THRU
Bottom
L
A.
18
Side
L
8 65
Front
25.25 REF
A.
18
8 65
A
A
D
Side Front “CITY RACK” 2400 SERIES DETAIL 2.5 - SARIS (NTS)
2X .25 A
25.0 TY P
L
updated 5.28.13 10°
B 18.0
B
GROUND LEVE
Front 2X16. 8
32.00
DETAIL 2.2 - RAISED CONCRETE BULBOUT - EAST (NTS)
Varies
LEVELING SURFACE PARALLEL TO GROUND
36. 9
T
, G
36. 9
6.0
2X 32.1
3.0
.5 TYP
25.0 TY P
15.2 TY P
1.10 .5 TYP SECTION
B- B
L1
SECTION A-A SCALE 1 : 4
Side
Front
updated 5.28.13 Atlanta Development Design Guidelines DETAIL 2.6 - METAL TRENCH GRATE COVER (NTS)
10TH STREET TWO-WAY CYCLE TRACK FINAL CONSTRUCTION DETAILS - PHASE 2 (Piedmont Avenue to Charles Allen Drive)
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Produced for The Midtown Alliance and The City of Atlanta by Stantec Consulting Services Inc. - Final 05/27/14
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REVISION ONE: 6/26/14
DETAIL 3.1 - BIKE L ANE SYMBOL (NTS)
DETAIL 3.2 - INTERSECTION CROS SING (NTS)
DETAIL 3.3 - SHARROW SYMBOL (NTS)
FACE OF CURB
40” 5” skip white lines, 2’ segments - 6’ gaps. Width of skip-lane to be equal to width of bike lane
112” 72” MUTCD R9C-3A
72”
4’
O.C.
72”
1
72”
NOTE:
Place MUTCD R9C-3B at beginning of intersection markings
MUTCD R9C-3B
PAV E M E N T M A R K IN G S TO B E I NSTAL L E D W I T H TH ER M O P L A S TIC .
Begin and end intersection markings at edge of crosswalks
40”
40”
10TH STREET TWO-WAY CYCLE TRACK FINAL STRIPING DETAILS - PHASE 2 (Piedmont Avenue to Charles Allen Drive)
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Produced for The Midtown Alliance and The City of Atlanta by Stantec Consulting Services Inc. - Final 05/27/14
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REVISION ONE: 6/26/14
DETAIL 4.1 RECTANGUL AR RAPID FL ASHING BEACON (NTS)
DETAIL 4.2 BIKE RRFB PUSH BUT TON (NTS)
15W SOLAR PANEL
R10-24M SEE SIGNAGE DETAIL 5.2
ALL ITEMS ASSOCIATED WITH INSTALLATION OF RECTANGULAR RAPID FLASHING BEACONS ARE TO BE INCLUDED IN THE PRICE BID FOR SIGNAL INSTALLATION N0 1.
W11 - 2 30” x 30”
1. WHEN ACTIVATED, THE TWO YELLOW INDICATIONS IN EACH RRFB SHALL FLASH IN A RAPIDLY ALTERNATING “WIG-WAG” FLASHING SEQUENCE (LEFT LIGHT ON, THEN RIGHT LIGHT ON).
SEE SIGNAGE DETAIL 5.6
3. THE LIGHT INTENSITY OF THE YELLOW INDICATIONS SHALL MEET THE MINIMUM SPECIFICATIONS OF SOCIETY OF AUTOMOTIVE ENGINEERS (SAE) STANDARD J595 (DIRECTIONAL FLASHING OPTICAL WARNING DEVICES FOR AUTHORIZED EMERGENCY, MAINTENANCE, AND SERVICE VEHICLES) DATED JANUARY 2005.
RAPID FLASHING BEACONS 31/2” H x 20” W
SEE SIGNAGE DETAIL 5.3 OR 5.4
13’
W16 - 7P 24” x 12”
4. THE RRFB SHALL BE NORMALLY DARK, SHALL INITIATE OPERATION ONLY UPON PEDESTRIAN OR CYCLIST ACTUATION, AND SHALL CEASE OPERATION AT A PREDETERMINED TIME AFTER THE ACTUATION. 5. ALL RRFBS ASSOCIATED WITH A GIVEN CROSSWALK (INCLUDING THOSE WITH AN ADVANCE CROSSING SIGN, IF USED) SHALL, WHEN ACTIVATED, SIMULTANEOUSLY COMMENCE OPERATION OF THEIR ALTERNATING RAPID SLASHING INDICATIONS AND SHALL CEASE OPERATIONS SIMULTANEOUSLY.
41/2” O.D. POLE
SEE SIGNAGE DETAIL 5.1
4’ MAX
2. AS A SPECIFIC EXCEPTION TO 2003 MUTCD SECTION 4K.01 REQUIREMENTS FOR THE FLASH RATE OF BEACONS. RRFBS SHALL USE A MUCH FASTER FLASH RATE. EACH OF THE TWO YELLOW INDICATIONS OF AN RRFB SHALL HAVE 70 TO 80 PERIODS OF FLASHING PER MINUTE AND SHALL HAVE ALTERNATING BUT APPROXIMATELY EQUAL PERIODS OF RAPID PULSING LIGHT EMISSIONS AND DARK OPERATION. DURING EACH OF ITS 70 TO 80 FLASHING PERIODS PER MINUTE, ONE OF THE YELLOW INDICATIONS SHALL EMIT TWO RAPID PULSES OF LIGHT AND THE OTHER YELLOW INDICATION SHALL EMIT THREE RAPID PULSES OF LIGHT. THE FLASH RATE OF EACH INDIVIDUALLY YELLOW INDICATION, AS APPLIED OVER THE FULL ON-OFF SEQUENCE OF A FLASHING PERIOD OF THE INDICATION, SHALL NOT BE BETWEEN 5 AND 30 FLASHES PER SECOND. TO AVOID FREQUENCIES THAT MIGHT CAUSE SEIZURES.
6. A PEDESTRIAN INSTRUCTION SIGN WITH THE LEGEND PUSH BUTTON TO TURN ON WARNING LIGHTS SHALL BE MOUNTED ADJACENT TO OR INTEGRAL WITH EACH PEDESTRIAN PUSHBUTTON.
R10-25 9” x 12”
7. THE DURATION OF A PREDETERMINED PERIOD OF OPERATION OF THE RRFBS FOLLOWING EACH ACTUATION SHOULD BE CLEARANCE TIMES FOR PEDESTRIAN SIGNALS. 8. A SMALL LIGHT DIRECTED AT AND VISIBLE TO PEDESTRIANS IN THE CROSSWALK SHALL BE INSTALLED INTEGRAL TO THE RRFB OR PUSH BUTTON TO GIVE CONFIRMATION THAT THE RRFB IS IN OPERATION.
CROSSWALK PUSH-BUTTON 7’ MIN
9. ALL RRFBS SHALL BE POWERED USING SOLAR PANELS AND SHALL USE WIRELESS COMMUNICATION TO AVOID TRENCHING. 10. EXCEPT AS OTHERWISE PROVIDED ABOVE, ALL OTHER PROVISIONS OF THE MUTCD APPLICABLE TO WARNING BEACONS SHALL APPLY TO RRFBS.
4’ MAX PEDESTAL BASE
1 W11-2 & W16-7P SIGNS, AND FLASHING BEACONS TO BE INSTALLED ON BOTH SIDES OF THE POLE.
10TH STREET TWO-WAY CYCLE TRACK FINAL RRFB DETAILS - PHASE 2(Piedmont Avenue to Charles Allen Drive)
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Produced for The Midtown Alliance and The City of Atlanta by Stantec Consulting Services Inc. - Final 05/27/14
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REVISION ONE: 6/26/14
MUTCD STANDARD SIGNAGE:
CUSTOM SIGNAGE
* SIG N G R A P H I CS N OT TO S CALE
* S IGN G R A PHI CS NO T TO SCA L E
R10-24
DETAIL 5.1 PED PUSH BUTTON WARNING LIGHT - (2) MUTCD R10-25 SIZE 9”x12”
51-1W11-15 1W
R10-25
DETAIL 5.2 PED & BIKE PUSH BUTTON FOR SIGNAL - (1) MUTCD R10-24 MODIFIED SIZE 9”x15”
DETAIL 5.9 NO PARKING - (1) SIZE 18”x24”
DETAIL 5.10 LEFT TURN BIKE QUEUE BOX - (1) SIZE 18”x24”
R10-24 Modified Text DETAIL 5.3 CROSSWALK ARROW SIGN RIGHT - (3) MUTCD W16-7pR SIZE 12”x24”
P7-6W16-7P 1W
DETAIL 5.5 PED CROSSING GRAPHIC - (1) MUTCD W11A-2 SIZE 24”x24”
TO ENTER CYCLE TRACK USE QUEUE BOX
DETAIL 5.4 CROSSWALK ARROW SIGN LEFT - (2) MUTCD W16-7pL SIZE 12”x24”
DETAIL 5.6 BIKE/PED GRAPHIC - (4) MUTCD W11-15 SIZE 24”x24”
W11-15
RIGHT TURN TO CHARLES ALLEN DRIVE USE QUEUE BOX
DETAIL 5.11 RIGHT TURN BIKE QUEUE BOX - (1) SIZE 18”x24”
W16-7P
DETAIL 5.7 BIKE LANE ENDS- (1) MUTCD R3-16A SIZE 24”x30”
DETAIL 5.8 WHEN CHILDREN ARE PRESENT SIGN - (1) MUTCD S4-2 SIZE 10”x24”
ALL SIGN MATERIALS TO BE: • 0.08” WITH DIAMOND GRADE SHEETING • AUTO-REFLECTIVE PER MUTCD • AFFIXED TO CITY OF ATLANTA STANDARD GREEN U-CHANNEL POSTS
*CUSTOM SIGNAGE TEXT TO UTILIZE MUTCD/ FHWA-APPROVED “CLEARVIEW” FONT
10TH STREET TWO-WAY CYCLE TRACK FINAL SIGN DETAILS - PHASE 2(Piedmont Avenue to Charles Allen Drive)
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Produced for The Midtown Alliance and The City of Atlanta by Stantec Consulting Services Inc. - Final 05/27/14
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REVISION ONE: 6/26/14