S.P.N. H. 009320 ACADIAN ROAD ROUNDABOUT LA 20 (CANAL BLVD. AND LOCAL ROUTES)
THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC INFORMATION TO THE PUBLIC AND NOT TO BE USED FOR ANY TECHNICAL CONVEYANCES OR CONSTRUCTION. THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE INFORMATION TO THE PUBLIC AND NOT BE USED FOR ANY HYDRO-SEEDING PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC TECHNICAL CONVEYANCES OR CONSTRUCTION. LIMITS OF REQ'D. R/W OR EXIST. R/W
4
: 1 1' 11
2 4'
.
0 1' 6
% 2' 2' CIRCULATING LANE 8 9 14
1
.
5
% 16' 1 5 2 3 CP-01 FOR DETAILS. REQ'D. TIE BAR SEE CIRCULATING LANE BASELINE ROUNDABOUT 9
T H O M P
S 1 16'
O .
N 5
% P L . 9 8 2' TRUCK APRON
14'
1
(
J .
A 5 C
% K
S
ON
L 4
A
S
2 EXIST. GROUND T
0
.
) 7 1' TYPICAL ROUNDABOUT FINISHED SECTION (N.T.S.) 12'
6
APPLIES STA. 900+00 TO 903+48.72 : 1 6 LIMITS OF HYDRO-SEEDING 175' INSCRIBED CIRCLE
20 83' CENTRAL ISLAND
(
S
B :
C
A 1
N
A
L
B
L
VD
. )
82'
(
N
B
C ANA
L
B
L
V
D .
)
20
: 1
6
6
: 1 1' 7 TRUCK APRON
4
1 .
14'
5 % 2' CP-01 FOR DETAILS. REQ'D. TIE BAR SEE 8 CIRCULATING LANE 9
BASELINE ROUNDABOUT
1 1
. .
5 5
16'
% %
9
(
S
B
C
CIRCULATING LANE ANA
3
L
A
L
2
2
B 5 0
L
1
V 16'
D
1 1 .
)
. .
5 5
14
% % 9
8
(
N
B
2'
C
AN
L 2'
A
A
L 1'
2 6
2
.
B 4'
0 0
L
% VD
11
. )
1'
4 REQ'D. R/W OR
: 1 EXIST. R/W HYDRO-SEEDING LIMITS OF
G
E
R
A
L
D
T
. * * LOCAL ROUTES) LA 20 (CANAL BLVD. AND ACADIAN ROAD ROUNDABOUT S.P.N. H. 009320 * * * P * * * * * ELT LEGEND NOT APPLICABLE THIS SHEET 14 10 13 12 11 2a 1 4 9 6 7 8 3 2 5
I E
R
GEOTEXTILE FABRIC EXISTING PAVEMENT TO REMAIN AFTER MILLING TRANSITIONS (VARIABLE THICKNESS) MILLING AS DIRECTED FOR SLOPE CORRECTION AND VERTICAL 4" CONCRETE WALK (SEE NOTES THIS SHEET) 13" INCIDENTAL CONCRETE PAVING (SPLITTER ISLAND) (COLORED) PAVEMENT STRIPING CONCRETE CURB & GUTTER (MOUNTABLE TYPE) INTEGRAL CONCRETE CURB (BARRIER TYPE) EMBANKMENT MATERIAL 18" NON-PLASTIC EMBANKMENT LAYER 13" PCC PAVEMENT (TRUCK APRON) (COLORED) (SEE NOTES THIS SHEET) CEMENT CONCRETE, BLENDED CALCIUM SULFATE) 12" CLASS II BASE COURSE (CRUSHED STONE, RECYCLED PORTLAND VARIABLE THICKNESS ASPHALT CONCRETE (BINDER COURSE) (LEVEL 2) 8" ASPHALT CONCRETE (BINDER COURSE) (LEVEL 2) 2" ASPHALT CONCRETE (WEARING COURSE) (LEVEL 2F)
D
R
. BREAKAWAY SQUARE TUBING SIGN SUPPORT WITH WET CONCRETE INSTALLATION BREAKAWAY SQUARE TUBING POST WITH 2 ‚" ANCHOR WITHOUT MOWING PAD INSTALLATION INSTALLATION, EXCEPT AS NOTED BELOW. 5. ALL SIGNS TO BE INSTALLED WITH BREAKAWAY SQUARE TUBING POST MOWING PAD LANE WIDTHS. 4. TIE TO EXISTING PAVEMENT MARKINGS, STATIONS BE FIELD-VERIFIED. MATCH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3. FOR ADDITIONAL DETAILS SEE STANDARD PLANS PM-01, PM-02, PM-04 AND PM-09 THE 2. STATION CALLOUTS ARE REFERENCED FROM THE APPROPRIATE PROJ. & ADOPT. BASE LINE. 1. ALL PERMANENT SIGNING LOCATIONS TO BE APPROVED BY THE DISTRICT TRAFFIC ENGINEER. NOTES: THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE LA 20 (CANAL BLVD. AND LOCAL ROUTES) ACADIAN ROAD ROUNDABOUT S.P.N. H. 009320 INFORMATION TO THE PUBLIC AND NOT BE USED FOR ANY PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC
TECHNICAL CONVEYANCES OR CONSTRUCTION.
S
E
S
E
T
A
NO
. .
401 TE
+ 4
67
.
7 7
T THOMPSON PLACE
H WEST O
M 8 P S O N
P L
. CANAL BLVD ROUTE TRUCK SOUTH SPEED 15 LIMIT LA 20 15 MPH PELTIER DRIVE GERALD T.
EAST
(
J
12 A
C
K
S
O
8 L
N A
15 S
MPH 20 S
T S T .
BOULEVARD ) EE A .
NORTH CANAL SPEED 3 25 LIMIT NO 0 3 T + E 2
THOMPSON 2 4 . 9
2 2
S S JACKSON T STREET ROUTE TRUCK
N E
2 A ORTH PL E LA .
20 JACKSON
STREET NO 1 N
ORTH 14 LA
T 20 15 E + MPH 00
2 4 ONLY ONE WAY 12 YIELD
3
9
S
B
C
AN
1 A L
B
L
V D . 2 7 7 1 ONE WAY LANES IN TO BOTH CIRCLE LANES IN TO BOTH
YIELD (TYP.) CIRCLE 1 YIELD
1
7 N 1 B
6 C 5 ANA
9
11 L
B
2 L
7 V D 7 . 2
2 S 5 S
ONE WAY T 2 11 E 11 A YIELD E
.
6 3 N 113
O
5 TE
+
00
4 4 2 1 1 7 2 ONE WAY RIGHT LANE CANAL 10 (TYP.) S BLVD THOMPSON OUTH LA PLACE WEST 20 4 SPEED 35 LIMIT 48" 9 7 6 CANAL BLVD RIGHT LANE 9 ROUTE TRUCK SOUTH 2 1 7 LA JACKSON STREET ROUTE 5 TRUCK N 20 11 ORTH LA 9 20 5 TRUCKS 1 THRU NO ONE WAY CANAL 11 YIELD PELTIER DRIVE LEFT LANE 2
( GERALD T. T Y
P EAST
. BLVD 1 ) 7 7 ONE WAY LANES IN TO BOTH CIRCLE YIELD 1 ONLY JACKSON ST LEFT LANE 7 NORTH ROUTE TRUCK LA 9 20 2 CANAL S BLVD LANES IN TO BOTH OUTH CIRCLE LA YIELD 20 12 PELTIER DRIVE GERALD T. 2 SPEED 40 LIMIT 3 10 12 11 BREAKAWAY SQUARE TUBING SIGN SUPPORT WITH WET CONCRETE INSTALLATION BREAKAWAY SQUARE TUBING POST WITH 2 ‚" ANCHOR WITHOUT MOWING PAD INSTALLATION INSTALLATION, EXCEPT AS NOTED BELOW. 5. ALL SIGNS TO BE INSTALLED WITH BREAKAWAY SQUARE TUBING POST MOWING PAD LANE WIDTHS. 4. TIE TO EXISTING PAVEMENT MARKINGS, STATIONS BE FIELD-VERIFIED. MATCH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3. FOR ADDITIONAL DETAILS SEE STANDARD PLANS PM-01, PM-02, PM-04 AND PM-09 THE 2. STATION CALLOUTS ARE REFERENCED FROM THE APPROPRIATE PROJ. & ADOPT. BASE LINE. 1. ALL PERMANENT SIGNING LOCATIONS TO BE APPROVED BY THE DISTRICT TRAFFIC ENGINEER. NOTES: ¦ 4 6 9 7 8 3 2 1 5 2
FOR LOCATIONS OF WARNING SIGNS, SEE MUTCD TABLE 2C-4 WITH REFLECTORIZED PAVEMENT MARKERS 10' O.C. PERMANENT YELLOW PLASTIC PAVEMENT STRIPING (SOLID LINE) (4" WIDTH) PERMANENT WHITE PLASTIC PAVEMENT STRIPING (DOTTED LINE) (12" WIDTH) (TYPE B) PERMANENT YELLOW PLASTIC PAVEMENT STRIPING (SOLID LINE) (12" WIDTH) PERMANENT DIRECTION PAVEMENT MARKINGS WITH REFLECTORIZED PAVEMENT MARKERS 20' O.C. PERMANENT YELLOW PLASTIC PAVEMENT STRIPING (DOUBLE SOLID LINE) (4" WIDTH) PERMANENT WHITE PLASTIC PAVEMENT STRIPING (SOLID LINE) (24" WIDTH) PERMANENT WHITE PLASTIC PAVEMENT STRIPING (DOTTED LINE) (4" WIDTH) (TYPE B) PERMANENT WHITE PLASTIC PAVEMENT STRIPING (SOLID LINE) (8" WIDTH) PERMANENT YELLOW PLASTIC PAVEMENT STRIPING (SOLID LINE) (8" WIDTH) PERMANENT WHITE PLASTIC PAVEMENT STRIPING (BROKEN LINE) (4" WIDTH) PERMANENT WHITE PLASTIC PAVEMENT STRIPING (SOLID LINE) (4" WIDTH) PERMANENT YELLOW PLASTIC PAVEMENT STRIPING (SOLID LINE) (4" WIDTH) LEGEND
(
S B
1
C
AN L
9
A
A
L
20
B
SEE NOTE 4 STA. 104+567.72 L
V
D
. LEFT LANE ) THOMPSON PLACE WEST
SPEED
25 LIMIT
( N TRUCKS ROUTE TRUCK
LANE LEFT B USE
JACKSON ST
LEFT LANE
C
A NORTH ROUTE TRUCK
N
L LA
A 20 A
L 15
MPH
2
B 0
L
V D
RIGHT LANE
15
. MPH BOULEVARD ) NORTH CANAL 8
ST A . SEE 103
PELTIER DRIVE NO +03 RIGHT LANE
T GERALD T. E .96 4 EAST 2
G
E
R
A
L
D
T
.
P
E
L
T S c
a
I l
E e
:
R
1
"
35
. D
+32 = 2
0 R 2 4 40
A. E
T . S OT ' N SEE THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE INFORMATION TO THE PUBLIC AND NOT BE USED FOR ANY PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC TECHNICAL CONVEYANCES OR CONSTRUCTION.
SB CANAL NB CANAL 1500' AHEAD WORK ROAD CONTROL DEVICES, AND STRIPING. SEE TTC-08 FOR TEMPORARY TRAFFIC NOTE: NEXT XX MILES ROAD WORK CLOSED 48'' X 30'' 200' ROAD R11-2 SPEED 500' XX NB AERIAL SIGNAGE LIMIT LANE THRU SB NEXT XX MILES 1MILE WORK ROAD ROAD WORK 500' LEFT LANE • MILE CLOSED LANE TURN ONLY NB SPEED 60 LIMIT 500' T HO
LANE THRU CLOSED L
M 48'' X 30'' ONLY
NB A ROAD
PS R11-2 1
2
M
0
ON I
500' LE (
J
A
P C
L K
. S ON
S
T
. ) 320' 107' ROAD WORK END DETAIL, THIS SHEET) FOR PIPE INSTALLATION (SEE REQ'D. PAVEMENT PATCHING 160' 160' ROAD WORK END
E. 12TH ST. C-21 CLOSED 48'' X 30'' ROAD R11-2 CLOSED PHASE I - STAGE 1 48'' X 30'' LANE R11-2
M ATCHLINE "A-A" CLOSED 48'' X 30'' ROAD C-12 R11-2
M
A
T
C
H
STOP
B
L L
V
D
S
. B I
N C
ANA E L
"
A
-
A C-10
"
C-11
B
L
VD
N .
B
C
AN
A
L
S
C-20 c
a
C-14 l C-13
e
:
1
"
=
40 ' C-6 CLOSED 48'' X 30'' ROAD R11-2 4. CONSTRUCT PROPOSED CURBS, SPLITTER ISLANDS, AND ROADWAY AS DEPICTED. 3. INSTALL ALL DRAINAGE STRUCTURES IN THE WORK AREA. 2. PLACE TEMPORARY PAVEMENT MARKINGS, SIGNS, AND BARRICADES. 1. REMOVE PAVEMENTS AND CURBS NECESSARY TO INSTALL TEMPORARY ASPHALT FOR DIVERSIONS. NOTES (PHASE I - STAGE I): 12. REFER TO GEOMETRIC SHEETS FOR UNLABELED CURVES. 11. ALTERNATE SIDE STREET CLOSURES IN URBAN AREAS WILL BE ALLOWED. AS DIRECTED BY THE PROJECT ENGINEER. 10. REQUIRED TRAFFIC DELINEATIORS WILL BE SPACED PER TTC-00 (C) INTERVALS OR AS DIRECTED BY THE PROJECT ENGINEER. REQUESTED BY THE PROJECT ENGINEER. 9. ALL MARKINGS SHALL BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR AND REFURBISHED WHEN NEEDED 8. ALL TEMPORARY STRIPING REQUIRED ON THE FINAL RIDING SURFACES WILL BE TYPE I REMOVABLE. 7. SIGNS INSTALLED PERVIOUSLY THAT CONFLICT WITH CURRENT CONSTRUCTION WILL BE COVERED AS DIRECTED BY THE PROJECT ENGINEER. DEVICES AND REQUIRED BY THE PROJECT ENGINEER WILL BE INSTALLED CONTRACTOR. 6. MINIMUM CONSTRUCTION SIGNING SHOWN. ANY OTHER SIGNS OR TRAFFIC CONTROL DEVICES INDICATED IN THE MANUAL ON JACKSON STREET NORTH OF THE ROUNDABOUT) THROUGHOUT CONSTRUCTION. 5. ALL NORTHBOUND AND SOUTHBOUND TRUCK TRAFFIC SHALL BE MAINTAINED ALONG LA 20 (CANAL SOUTH OF THE ROUNDABOUT 4. CONTRACTOR SHALL MAINTAIN A MAXIMUM 2" DROP OFF BETWEEN ADJACENT LANES AT ALL TIMES. 3. CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE ON ALL PHASES OF CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. SIGNS, AND REQUIRED CHANNELIZAION DEVICES. 1. SEE TTC-00 (A-D), TTC-01, TTC-02, TTC-03, TTC-04, TTC-05, TTC-08, AND TTC-10 FOR CONSTRUCTION SIGN SPACING, ADVANCE WARNING NOTES (ALL PHASES): CLOSED 48'' X 30'' ROAD R11-2 C-5 YIELD 11. PIPE INSTALLATION PATCHING DETAIL (TYP.) 18" C-3 SIGNAGE DETAIL SEE AERIAL NB C-4
WIDTH OF REQ'D.
L
A PIPE TRENCH
2
0
L
( A
S HLINE "B-B" M ATC B
2
0 C
(N.T.S.)
A
(
NA N
C-2
B
L
C
B A
CLOSED L N 48'' X 30'' ROAD
THICKNESS) (SEE NOTES SHT. 14 FOR REQ'D. BEDDING MATERIAL BOTTOM OF EXIST. RDWY BASE) (PATCHING SHALL EXTEND TO PAVEMENT PATCH. 12" (MIN.) ASPHALT CONCRETE R11-2 V A
D L
.
)
B
L EXIST. PAVEMENT (TYP.)
V
D
. ) LEFT LANE M TURN LEFT A T
C MUST
H FEET
L XX IN E
"B -B " CLOSED 48'' X 30'' ROAD R11-2 C-1
. ST TRUCKS ROUTE TRUCK T LOCAL ROUTES) LA 20 (CANAL BLVD. AND ACADIAN ROAD ROUNDABOUT S.P.N. H. 009320 LANE LEFT N USE IDE ES PR THRU TRAFFIC ROAD CLOSED TO ROAD WORK END
P E C A N S T BE FLEXPOSTS LANES OF OPPOSING TRAFFIC SHALL ¦CHANNELIZING DEVICES BETWEEN . SEE SHT. 46 FOR DETOURS LEFT LANE TURN LEFT MUST FEET XX BARRIERS MILL & OVERLAY CONSTRUCTED UNDER PREVIOUS PHASES PERMANENT ROADWAY?SPLITTER ISLAND THIS PHASE (CONSTRUCTION UNDER TRAFFIC) SPLIT SLAB CONSTRUCTION CONSTRUCTED THIS PHASE ROADWAY PAVEMENT?DRAINAGE THIS PHASE TEMPORARY ASPHALT CONSTRUCTED OPEN TO TRAFFIC THIS PHASE EXISTING ROADWAY REMAINING (NOT PAVEMENT MARKINGS) DIRECTIONAL ARROW CHANNELIZING DEVICES¦ TYPE III BARRICADE G
E AHEAD WORK R ROAD
A LEGEND
L
D
T
.
P
E
L
T 1 MILE NEXT XX MILES
ROAD WORK I E TRUCKS ROUTE TRUCK R LANE LEFT USE
D 1MILE WORK ROAD R
.
LA 20 LA 20 (SB CANAL) (NB CANAL) LANE A " A - NOTES (PHASE I - STAGE 2): LEGEND L CLOSED N E " 1. PLACE APPLICABLE TEMPORARY PAVEMENT MARKINGS, SIGNS, AND BARRICADES. A L I R11-2 C H 48'' X 30'' M A T 20 2. RE-ROUTE SB JACKSON TRAFFIC TO THE OUTTER LANE OF THE ROUNDABOUT/ TYPE III BARRICADE S ( ca SB CANAL AS SHOWN AND REMOVE RELATED PHASE I-STAGE I TEMPORARY STRIPING J l AND SIGNAGE AS NECESSARY. CHANNELIZING DEVICES¦ A e C : DIRECTIONAL ARROW K 3. INSTALL ALL DRAINAGE STRUCTURES IN THE WORK AREA. ROAD S 1 (NOT PAVEMENT MARKINGS) O " WORK N = 1MILE 40 4. CONSTRUCT PROPOSED ROADWAY AS DEPICTED. EXISTING ROADWAY REMAINING S OPEN TO TRAFFIC THIS PHASE T ' . ) S N TEMPORARY ASPHALT CONSTRUCTED B B THIS PHASE B B C C 1 L L AN A ROADWAY PAVEMENT?DRAINAGE V V M N END D D CONSTRUCTED THIS PHASE A I LE ROAD WORK . . A L L SPLIT SLAB CONSTRUCTION ROAD WORK (CONSTRUCTION UNDER TRAFFIC) NEXT XX MILES THIS PHASE C-20 ROAD PERMANENT ROADWAY?SPLITTER ISLAND CLOSED CONSTRUCTED UNDER PREVIOUS PHASES R11-2 48'' X 30'' MILL & OVERLAY
BARRIERS SB NB NB THRU TURN THRU ¦CHANNELIZING DEVICES BETWEEN LANE LANE LANE LANES OF OPPOSING TRAFFIC SHALL BE FLEXPOSTS SEE SHT. 46 FOR DETOURS
ONLY ONLY
NB AERIAL SIGNAGE .
T
S ROAD
T WORK
N AHEAD E
D
I
S E
R ROAD CLOSED
ROAD P TO CLOSED D R . C-6 THRU TRAFFIC T IE R R11-2 P E L 48'' X 30'' L D T . G E R A
. C-10 YIELD T ROAD END
SPEED LEFT LANE S WORK CLOSED ROAD WORK LIMIT AHEAD • MILE XX H C-11 T ROAD ROAD WORK ROAD WORK SPEED 12 NEXT XX MILES LIMIT CLOSED 1MILE 60 . L
E R11-2 48'' X 30'' . T " S ANA
A - C N
A A "
B C
N ROAD E
E ROAD WORK
C-5 ROAD CLOSED P N
I NEXT XX MILES
C-21 ROAD CLOSED R11-2 L L CLOSED 48'' X 30'' H R11-2 48'' X 30'' C R11-2 1 MILE
48'' X 30'' T
ANA A
C M
C-1 ) B
SEE AERIAL NB L S 107' SIGNAGE DETAIL 20 ANA
C-3 " C A 1500' 200' 500' 500' 500' 500' 320' 160' 160' B
- L
B
B "
C-4 N
(
NOTE: E
) N
SEE TTC-08 FOR TEMPORARY TRAFFIC I L
CONTROL DEVICES, AND STRIPING. L H
20 C ANA
T C
A A
L M B S ( C-2 THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE TRUCK PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC TRUCK ROUTE LEFT LANE ROUTE INFORMATION TO THE PUBLIC AND NOT TO BE USED FOR ANY END TRUCKS MUST LEFT LANE TECHNICAL CONVEYANCES OR CONSTRUCTION. L A TRUCKS ROAD WORK USE 20 TURN LEFT USE MUST LEFT ROAD LEFT TURN LEFT XX LANE CLOSED ( N B FEET LANE C XX R11-2 48'' X 30'' ANA FEET L B L V D L . ) A 2 S.P.N. H. 009320 ROAD 0 CLOSED ( S B R11-2 C AN ROAD 48'' X 30'' A ACADIAN ROAD ROUNDABOUT CLOSED L " B B R11-2 L V - 48'' X 30'' D B PHASE I - STAGE 2 . ) " LA 20 (CANAL BLVD. AND E . N P L I L H LOCAL ROUTES) S ON C P T M A O H M T A - A " NOTES (PHASE II - STAGE 1): L N E " 1. REMOVE PAVEMENTS AND CURBS NECESSARY TO INSTALL TEMPORARY ASPHALT PAVEMENTS FOR TEMPORARY A C H L I T N TRAFFIC MAINTENANCE. LEGEND 2 M A 0 B B S S 2. REMOVE PHASE I TEMPORARY PAVEMENT MARKINGS, SIGNS, AND BARRICADES AND INSTALL APPLICABLE C ca TYPE III BARRICADE ( J B L A l TEMPORARY PAVEMENT MARKINGS, SIGNS, AND BARRICADES FOR THIS PHASE. A VD e B N C C : CHANNELIZING DEVICES¦ L K A A . 3. INSTALL ALL DRAINAGE STRUCTURES IN THE WORK AREA. S V 1 ROAD NA L DIRECTIONAL ARROW ON D " WORK . = 4. CONSTRUCT PROPOSED CURBS, SPLITTER ISLANDS, AND ROADWAY AS DEPICTED. ROADWAY PAVEMENT TO BE (NOT PAVEMENT MARKINGS) 1MILE L 40 S CONSTRUCTED. T ' EXISTING ROADWAY REMAINING . ) OPEN TO TRAFFIC THIS PHASE TEMPORARY ASPHALT CONSTRUCTED 1 THIS PHASE M END I ROAD WORK ROADWAY PAVEMENT?DRAINAGE LE CONSTRUCTED THIS PHASE ROAD WORK NEXT XX MILES SPLIT SLAB CONSTRUCTION (CONSTRUCTION UNDER TRAFFIC) THIS PHASE PERMANENT ROADWAY?SPLITTER ISLAND CONSTRUCTED UNDER PREVIOUS PHASES
MILL & OVERLAY
¦CHANNELIZING DEVICES BETWEEN LANES OF OPPOSING TRAFFIC SHALL BE FLEXPOSTS
SEE SHT. 46 FOR DETOURS
.
T
S ROAD
T WORK
N AHEAD E
D
I
S E
R ROAD CLOSED
REQ'D. PAVEMENT PATCHING P TO FOR PIPE INSTALLATION (SEE THRU TRAFFIC DETAIL, PH. 1-1) E R D R . P E L T I L D T . G E R A LANE CLOSED . T END R11-2
S 48'' X 30'' ROAD WORK
H
T ROAD WORK 12 1MILE . .
L ROAD E CLOSED . T " R11-2 S ANA
A 48'' X 30'' - C
A AN "
B C
N ROAD E E P ROAD WORK
YIELD LANE CLOSED N I CLOSED NEXT XX MILES
R11-2 L L R11-2 48'' X 30'' H 48'' X 30'' C ROAD 1 MILE
T CLOSED
ANA A
C R11-2
M 48'' X 30'' C-1 ) B S L 20 ANA
1 MILE "
C B A
- YIELD L
B
B "
N
( E
)
N I
ROAD L WORK ROAD WORK L
1MILE NEXT XX MILES H C ( N 20 ANA
B T C A A C L L
ANA M A B
S 20 ( L B L C-2 THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE VD TRUCK PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC ROUTE INFORMATION TO THE PUBLIC AND NOT TO BE USED FOR ANY . ) END TRUCKS TECHNICAL CONVEYANCES OR CONSTRUCTION. ROAD WORK LEFT LANE USE MUST LEFT TURN LEFT LANE
XX FEET
L ROAD ( S A S.P.N. H. 009320 CLOSED B 2 B C A 0 R11-2 L N 48'' X 30'' V D . A L ACADIAN ROAD ROUNDABOUT ROAD ) " CLOSED - B R11-2 B 48'' X 30'' PHASE II - STAGE1 " LA 20 (CANAL BLVD. AND E . N P L I L LOCAL ROUTES) N H O C PS T M A HO M T THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE INFORMATION TO THE PUBLIC AND NOT BE USED FOR ANY PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC TECHNICAL CONVEYANCES OR CONSTRUCTION. SB CANAL NB CANAL 1MILE WORK ROAD CLOSED 48'' X 30'' ROAD R11-2 1 MILE NEXT XX MILES 1MILE WORK ROAD ROAD WORK NEXT XX MILES ROAD WORK
T H
O
M L
A
P 1
20 S M
ON I
LE
(
J
A
P C
L K
. S ON
S
T
. ) ROAD WORK END
E. 12TH ST. CLOSED 48'' X 30'' ROAD R11-2 PHASE II - STAGE 2
M ATCHLINE "A-A" YIELD
M
A
B
L T V
D
S .
B C
C
A
NA H L L
I N
E
"
A
B - L
V
D A
N
. B
C " ANA L CLOSED 48'' X 30'' ROAD R11-2
YIELD
S
c
a
CLOSED l
48'' X 30'' e
ROAD
R11-2 :
1
"
=
40 ' CLOSED 48'' X 30'' LANE R11-2 ROADWAY PAVEMENT TO BE CONSTRUCTED. 3. CONSTRUCT PROPOSED CURBS, SPLITTER ISLANDS, AND ROADWAY AS DEPICTED. 2. INSTALL ALL DRAINAGE STRUCTURES IN THE WORK AREA. SIGNS, AND BARRICADES FOR THIS PHASE. BARRICADES AND INSTALL APPLICABLE TEMPORARY PAVEMENT MARKINGS, 1. REMOVE PHASE II - STAGE 1 TEMPORARY PAVEMENT MARKINGS, SIGNS, AND NOTES (PHASE II - STAGE 2):
M ATCHLINE "B-B"
C-2
(
( N
S
B B
B
B
L L
L
L
V
A
C V
C
A
D
A A D
. 20
NA
. 2 N
)
)
0 A
L L
M A T C HL IN E
"B -B " C-1
.
CLOSED T 48'' X 30'' S ROAD T
R11-2 N IDE ES PR LOCAL ROUTES) LA 20 (CANAL BLVD. AND ACADIAN ROAD ROUNDABOUT S.P.N. H. 009320 CLOSED 48'' X 30'' ROAD R11-2 ROAD WORK END
P E C AN S T BE FLEXPOSTS LANES OF OPPOSING TRAFFIC SHALL ¦CHANNELIZING DEVICES BETWEEN
. SEE SHT. 46 FOR DETOURS LEFT LANE TURN LEFT MUST FEET XX MILL & OVERLAY CONSTRUCTED UNDER PREVIOUS PHASES PERMANENT ROADWAY?SPLITTER ISLAND THIS PHASE (CONSTRUCTION UNDER TRAFFIC) SPLIT SLAB CONSTRUCTION CONSTRUCTED THIS PHASE ROADWAY PAVEMENT?DRAINAGE THIS PHASE TEMPORARY ASPHALT CONSTRUCTED OPEN TO TRAFFIC THIS PHASE EXISTING ROADWAY REMAINING (NOT PAVEMENT MARKINGS) DIRECTIONAL ARROW CHANNELIZING DEVICES¦ TYPE III BARRICADE LEGEND
G
E
R
A
L
D
T
. NEXT XX MILES
ROAD WORK 1 MILE
P
E TRUCKS ROUTE TRUCK LANE LEFT L USE
T
I E
R 1MILE WORK ROAD
D
R
.
LA 20 LA 20 (SB CANAL) (NB CANAL) THIS IS A CONCEPTUAL DESIGN AND SUBJECT TO CHANGE. THE INFORMATION TO THE PUBLIC AND NOT BE USED FOR ANY PURPOSE OF THIS DISPLAY IS TO PROVIDE BASIC TECHNICAL CONVEYANCES OR CONSTRUCTION.
SB CANAL NB CANAL 1MILE WORK ROAD 1 MILE NEXT XX MILES 1MILE WORK ROAD ROAD WORK NEXT XX MILES ROAD WORK
T H
O
M L
A
P 1
20 S M
ON I
LE
(
J
A
P C
L K
. S ON
S
T
. ) ROAD WORK END ROAD WORK END
E. 12TH ST. CLOSED 48'' X 30'' ROAD R11-2
M ATCHLINE "A-A"
M
A
YIELD
T
B
L C
PHASE III V
D
S
. H B
C
A L NA L I N
E
"
A
YIELD -
A
B
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48'' X 30''
LANE A
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48'' X 30''
LANE
R11-2 :
1
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=
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0 ' YIELD 6. INSTALL PERMANENT STRIPING AND SIGNAGE. 5. CONSTRUCT REMAINING CENTER OF ROUNDABOUT TO FINAL GRADE. 4. RE-ROUTE TRAFFIC TO PERMANENT ROUNDABOUT CONFIGURATION. 3. MILL AND OVERLAY TRANSITIONS. NIGHT/WEEKEND WORK. CONSTRUCT THIS AREA UNDER TRAFFIC WITH FLAGGERS. WORK TO BE 2. CONSTRUCT REMAINING SECTION OF JACKSON TO LIMITS FULL CONSTRUCTION. FOR THIS PHASE. INSTALL APPLICABLE TEMPORARY PAVEMENT MARKINGS, SIGNS, AND BARRICADES 1 .REMOVE PHASE II TEMPORARY PAVEMENT MARKINGS, SIGNS, AND BARRICADES NOTES (PHASE III - STAGE 1):
M ATCHLINE "B-B"
(
S
B
B
L
L
V
C
A
(
D
A
N
.
B
N
B 2
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L
L
A 0
A
C V L
A D
20
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) L LEFT LANE M TURN LEFT A T
C MUST
H FEET
L XX IN E
"B -B "
. ST TRUCKS ROUTE TRUCK T LANE LEFT N USE IDE ES PR LOCAL ROUTES) LA 20 (CANAL BLVD. AND ACADIAN ROAD ROUNDABOUT S.P.N. H. 009320 CONSTRUCTION SIDE STREET CONSTRUCTION SIDE STREET ROAD WORK END
P E C AN BE FLEXPOSTS LANES OF OPPOSING TRAFFIC SHALL ¦CHANNELIZING DEVICES BETWEEN S T . LEFT LANE TURN LEFT MUST FEET XX MILL & OVERLAY CONSTRUCTED UNDER PREVIOUS PHASES PERMANENT ROADWAY?SPLITTER ISLAND THIS PHASE (CONSTRUCTION UNDER TRAFFIC) SPLIT SLAB CONSTRUCTION CONSTRUCTED THIS PHASE ROADWAY PAVEMENT?DRAINAGE THIS PHASE TEMPORARY ASPHALT CONSTRUCTED OPEN TO TRAFFIC THIS PHASE EXISTING ROADWAY REMAINING (NOT PAVEMENT MARKINGS) DIRECTIONAL ARROW CHANNELIZING DEVICES¦ TYPE III BARRICADE LEGEND
G
E
R
A
L
D
T
. NEXT XX MILES
ROAD WORK 1 MILE
P
EL TRUCKS ROUTE TRUCK LANE LEFT USE
T
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R 1MILE WORK ROAD
D
R
.
LA 20 LA 20 (SB CANAL) (NB CANAL)