2185 STATE AID CITY STREET PROGRAM PROJECT RESOLUTION
RESOLUTION NO. 2 1 P S
A RESOLUTION EXPRESSING THE WILLINGNESS OF
THE CITY OF WEST MEMPHIS
TO UTILIZE STATE AID STREET MONIES
FOR THE FOLLOWING CITY PROJECT:
West Memphis Overlay
WHEREAS,the City of WEST MEMPHIS understands that State Aid Street Program funds are
available for certain city projects at the following participating ratios:
Work Phase State Aid% Ci %
Reconstruction/Resurfacing Preliminary Engineering 100% -0-
Construction of City Projects Right-of-Way -0- 100%
Utilities -0- 100%
Construction 90% 10%
Construction Engineering 100% -0-
City projects programmed All Phases -0- 100%
but not let to contract
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
WEST MEMPHIS,ARKANSAS,THAT:
SECTION I: The City will participate in accordance with its designated responsibilities in this
project.
SECTION II: The Mayor, or his designee, is hereby authorized and directed to execute all
appropriate agreements and contracts necessary to expedite the construction of this city project.
SECTION III: The City agrees upon completion of the project to assume the maintenance of the
right-of-way by City Forces and/or others including utilities and individuals in accordance with the
prevailing Arkansas Department of Transportation regulations.
SECTION IV: The City pledges its full support and hereby authorizes the Arkansas Department
of Transportation to initiate action to implement this project.
THIS RESOLUTION adopted this day of Brl�r `? , 2019.
vtzao
Mayor Marco McClendon
ATTEST:
(SEAL) RECEIVED
Q Clerk's O
e 3
t
B .
ARKANSAS DEPARTMENT OF TRANSPORTATION
AeDOT.9ov I IDriveArkansas.com I Scott E.Bennett,P.E.,Director
MOF
KANSAS DEPARTMENT STATE AID DIVISION
TRANSPORTATION 103241nterstate30 P.O.Box2261 i Little Rock,AR 72203-22611 Phone:501.569,2346 1 Fax:501569.2348
February 11,2019
The Honorable Marco McClendon
Mayor of West Memphis
P.O. Box 1728
West Memphis, Arkansas 72301
Job C18009
West Memphis Overlay (Sel. Secs.) (S)
E. Barton Avenue
Crittenden County
Dear Mayor McClendon:
We are enclosing one set of plans on the above subject job.
These plans have been prepared generally in accordance with the items discussed and
agreements reached. After review of these plans,please advise as soon as possible if you have
any comments or suggestions. Your approval is requested.
In accordance with the State Aid City Street Program law, cities with a population greater
than 25,000 are required to pay 10% of the cost of the Street Program project.
Enclosed is a sample resolution for the referenced job reflecting the required 10% matching
City funding. In order to proceed,the resolution is required to be on file with the State Aid
Division. Please return this resolution as soon as possible.
When the estimated cost of the project has been determined, we will forward a request for
the City's portion of the cost.
Sincerely,
.4,/ Bryan Freeling
State Aid Engineer
BEF:PA:caa
Enclosures
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LOG MILE 0.23 iv ELEMENTA HOLIDAY DR SULA LN
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Z Z RCHAR SON AVE r Cr — S RIC e
Z = w No. ' 1 TRICT
ol F = END SECTION 1 BEGIN SECTION 2 a Ems,
® � }+m THO PSON AVE LOG MILE 0.07 THOMPSON AVE N Dis icr s
= O N M ER 12'WEST OF McAULEY DRIVE z z
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E POLI_' AE :+o YL CR CL E POLK d AVE ARKANSAS HIGHWAY DISTRICT 1
JOB C18009 R A SAS
WEST MEMPHIS OVERLAY (SEL. SECS.) (S)
S
0 ES AL
E. BARTON AVENUE ENGINEER
N.CRITTENDEN COUNTYjlj:� •�
G
Ev
APPROXIMATE CENTER OF
CITY OF WEST MEMPHIS
LATITUDE: N 35° 08' 43"
LONGITUDE: W 900 10' 53" SHEET 1 OF 19
INDEX OF SHEETS
SHEET NO. TITLE
1 TITLE SHEET
2 INDEX OF SHEETS AND STANDARD DRAWINGS
3 GOVERNING SPECIFICATIONS
4 GENERALNOTES
5-6 TYPICAL SECTIONS OF IMPROVEMENT
7-12 SPECIAL DETAILS
13- 18 QUANTITIES
19 SUMMARY OF QUANTITIES AND REVISIONS
ROADWAY STANDARD DRAWINGS
DRWG. NO. TITLE DATE
CG-1 CURBING DETAILS 11-29-07
DR-1 DETAILS OF DRIVEWAYS&ISLAND 02-27-14
TC-1 STANDARD TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 04-13-17
TC-2 STANDARD TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 09-02-15
TC-3 STANDARD TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 09-02-15
WR-1 WHEELCHAIR RAMPS NEW CONSTRUCTION AND ALTERATIONS 11-10-05
JOB C18009 SHEET 2 OF 19
GOVERNING SPECIFICATIONS
ARKANSAS STATE HIGHWAY COMMISSION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
EDITION OF 2014,AND THE FOLLOWING SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS.
NUMBER TITLE
ERRATA ERRATA FOR THE BOOK OF STANDARD SPECIFICATIONS
100-3 CONTRACTOR'S LICENSE
100-4 DEPARTMENT NAME CHANGE
102-2 ISSUANCE OF PROPOSALS
108-1 LIQUIDATED DAMAGES
108-2 WORK ALLOWED PRIOR TO ISSUANCE OF WORK ORDER
303-1 AGGREGATE BASE COURSE
306-1 QUALITY CONTROL AND ACCEPTANCE
400-1 TACK COATS
400-4 DESIGN AND QUALITY CONTROL OF ASPHALT MIXTURES
400-5 PERCENT AIR VOIDS FOR ACHM MIX DESIGNS
400-6 LIQUID ANTI-STRIP ADDITIVE
410-1 CONSTRUCTION REQUIREMENTS AND ACCEPTANCE OF ASPHALT CONCRETE PLANT MIX COURSES
410-2 DEVICES FOR MEASURING DENSITY FOR ROLLING PATTERNS
505-1 PORTLAND CEMENT CONCRETE DRIVEWAY
604-1 RETROREFLECTIVE SHEETING FOR TRAFFIC CONTROL DEVICES IN CONSTRUCTION ZONES
633-1 CONCRETE WALKS,CONCRETE STEPS,AND HAND RAILING
634-1 CURBING
JOB C18009 ADJUSTMENT OF QUANTITIES FOR STATE-AID STREET PROJECTS
JOB C18009 BIDDING REQUIREMENTS AND CONDITIONS
JOB C18009 BROADBAND INTERNET SERVICE FOR ASPHALT CONCRETE PLANT
JOB C18009 DENSITIES FOR ACHM SURFACE COURSE
JOB C18009 FLEXIBLE BEGINNING OF WORK(PAVEMENT PRESERVATION,CITY AID,AND STATE AID PROJECTS)
JOB C18009 MANDATORY ELECTRONIC CONTRACT
JOB C18009 MANDATORY ELECTRONIC DOCUMENT SUBMITTAL
JOB C18009 RECYCLED ASPHALT SHINGLES
JOB C18009 SETTLEMENT AGREEMENTS
JOB C18009 SOIL STABILIZATION
JOB C18009 SUBMISSION OF ASPHALT CONCRETE HOT MIX ACCEPTANCE TEST RESULTS
JOB C18009 WARM MIX ASPHALT
JOB C18009 SHEET 3 OF 19
GENERAL NOTES
1. THE SEQUENCE AS SHOWN ON THE MAINTENANCE OF TRAFFIC PLANS IS A GENERAL OUTLINE FOR THE CONSTRUCTION OF
THIS PROJECT,AND IN NO WAY IS IT INTENDED TO COVER EVERY ITEM IN THE PROJECT. ITEMS NOT CRITICAL TO THE
CONSTRUCTION SEQUENCE MAY BE CONSTRUCTED IN ANY STAGE AS APPROVED BY THE RESIDENT ENGINEER.
2. SUPPLYING UTILITY RISERS AND INSTALLATION OF PERMANENT TRAFFIC SAFETY SIGNS NOT SHOWN IN THE PLANS ARE THE
RESPONSIBILITIES OF THE CITY OF WEST MEMPHIS.
JOB C18009 SHEET 4 OF 19
NOTE: DETAILS MAY BE MODIFIED TO MEET LOCAL
CONDITIONS AS DIRECTED BY THE ENGINEER.
EXISTING SUBGRADE
25'-0"TACK COAT
0.08 GAL. PER SQ.YD.
I
25'-0"ACHM SURFACE COURSE(3/8")
(200 LBS. PER SQ.YD.)
COLD MILLING
MILLING SECTION- 1.8"BELOW EDGE OF GUTTER
TO CENTERLINE 12.5'AT A SLOPE OF 0.025'/'
0.0257 0.0257'
EX1SjING SLOP / FXIST/NG SCOPE
EXISTING BASE& TYPICAL SECTIONS OF IMPROVEMENT
SURFACE COURSE WEST MEMPHIS
SECTION 1 - E. BARTON AVENUE - LOG MILE (0.00 - 0.07)
__EXISTING SU NEW SURFACE SHALL BE FLUSH
RFACE
*VAR. LEN. &WIDTH --�--_____ ALONG THE EDGE OF GUTTER \
*TACK COAT 200 LBS. PER SQ, yp ---___ , 1 8" EXISTING
ACHM .025'/' --
- a
_--- . . �*ACHM FINAL SURFACE - w0.025/' oa.
c�
MILLED SURFACEz 7)
6"AVG. DEPTH MILLING SECTION _°a °°v°°• F-' 0
AS DIRECTED 1.8"BELOW CURB&GUTTER TO w m
BY THE ENGINEER CENTERLINE 12.5'AT A SLOPE OF 0.0257'
U
ACHM PATCHING OF COLD MILLING DETAIL
EXISTING ROADWAY
PAY ITEMS AND CONSTRUCTION * LOCATION AND APPLICATION RATES
REQUIREMENTS ARE AS DEFINED ARE AT THE DIRECTION OF THE
IN SECTION 415 OF THE STANDARD ENGINEER. SEE QUANTITY SHEET FOR
SPECIFICATIONS FOR HIGHWAY ESTIMATED AMOUNTS.
CONSTRUCTION.
JOB C18009 SHEET 5 OF 19
I
25'-0"FINISHED CROWN
EXISTING tUBGRADE
NEW SURFACE SHALL BE I NEW SURFACE SHALL BE
FLUSH ALONG THE EDGE OF GUTTER 25'-0"ACHM SURFACE COURSE(3/8") FLUSH ALONG THE EDGE OF GUTTER
(220 LBS. PER SQ.YD.)
*10'-0 I '10'-0
ExisnN� SI EWALK BERM `yj BERM SIDEWALK
SIOp f
0 020 FT IFT 0.0257 '� 0.025'/ 009
CONCRETE CONCRETE �kSr'NcsLcpe
REMOVE ALL EXISTING REMOVE ALL EXISTING
CURB&GUTTER TYPICAL SECTIONS OF IMPROVEMENT CURB&GUTTER
CONSTRUCT COMBINATION CONSTRUCT COMBINATION
CURB&GUTTER WEST MEMPHIS CURB&GUTTER
(TYPE C)(1'-6") I (TYPE C)(1'-6")
SECTION 2 - E. BARTON AVENUE - LOG MILE (0.07 - 0.23)
EXCAVATE 12"BELOW EXISTING
SURFACE LAYER FOR AN APPROXIMATE
DEPTH OF 16"FOR THE ENTIRE WIDTH(25) 12"DEPTH AGGREGATE BASE COURSE CLASS 7)
FOR BASE COURSE ENTIRE WITH 0 (25')
195 TON PER STATION(TYPICAL)
GEOTEXTILE FABRIC(TYPE 10)
NOTE: DETAILS MAY BE MODIFIED TO MEET LOCAL
CONDITIONS AS DIRECTED BY THE ENGINEER.
*10'-0"OFFSET IS TYPICAL BUT MAY BE ADJUSTED TO AVOID
TREES AND SHRUBS,AS APPROVED BY ENGINEER. THE CITY
OF WEST MEMPHIS IS RESPONSIBLE FOR REMOVING ANY
TREES AND/OR SHRUBS.
JOB C18009 SHEET 6 OF 19
-—-—-—- CL.ROADWAY -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—
EDGE OF PAVEMENT
CURB&GUTTER CURB 8 GUTTER
V/////FINISHED
DGE OF
CROWN
5'R. 5'R.
0
0
FRONT SIDE OF SIDE WALK
in
BACK SIDE OF SIDEWALK
TYPICAL DRIVEWAY 9' WIDTH
ADD'L. SURFACING AREA= 11.2 SQ. YDS.
REMOVE 15' OF EXISTING DRIVEWAY
MATERIAL APPROXIMATELY 16.2 SQ. YDS.
NOTE: DETAILS MAY BE MODIFIED TO MEET LOCAL
CONDITIONS AS DIRECTED BY THE ENGINEER.
JOB C18009 SHEET 7 OF 1Q
-—-—-—-—- C.L,ROADWAY —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—
EDGE OF PAVEMENT
CURB 8 GUTTER CURB 8 GUTTER
rFINISHED
N
5'R. 5'R.
E26'
FRONT SIDE OF SIDE WALK
o
N
BACK SIDE OF SIDEWALK
SPECIAL DRIVEWAY 26' WIDTH
LOG MILE 0.12 ON LEFT
ADD'L. SURFACING AREA = 30.1 SQ. YDS. Z]
REMOVE 15' OF EXISTING DRIVEWAY
MATERIAL APPROXIMATELY 44.5 SQ. YDS.
NOTE: DETAILS MAY BE MODIFIED TO MEET LOCAL
CONDITIONS AS DIRECTED BY THE ENGINEER.
JOB C18009 SHEET 8 OF 19
–-—-—-—-— C.L.ROADWAY ----------------------------------------------
EDGE OF PAVEMENT
CURB 8 GUTTER CURB 8 GUTTER
EDGE OF
FINISHED CROWN
5'R. 5'R.
23'-0"
0
0
23'-
FRONT
3'-FRONT SIDE OF SIDE WALK
o
in
BACK SIDE OF SIDEWALK
SPECIAL DRIVEWAY 23' WIDTH
LOG MILE 0.12 ON RIGHT
ADD'L. SURFACING AREA = 26.7 SQ. YDS.
REMOVE 15' OF EXISTING DRIVEWAY
MATERIAL APPROXIMATELY 39.5 SQ. YDS.
NOTE: DETAILS MAY BE MODIFIED TO MEET LOCAL
CONDITIONS AS DIRECTED BY THE ENGINEER.
JOB C18009 SHEET 9 OF 19
--—-—-—-—-C.L.ROADWAY -.-.'.-.-.-.-.-.-.-.-.-.-.-.-.-.'.-.-.-.-.-.
EDGE OF PAVEMENT
CURB&GUTTER CURB&GUTTER
EDGE OF
FINISHED CROWN
5'R. 9._1).
5'R.
0
0
29'
FRONT SIDE OF SIDE WALK
o
�n
BACK SIDE OF SIDEWALK
SPECIAL DRIVEWAY 29' WIDTH
LOG MILE 0.15 ON RIGHT
ADD'L. SURFACING AREA= 32.2 SQ. YDS.
REMOVE 15' OF EXISTING DRIVEWAY
MATERIAL APPROXIMATELY 48.3 SQ. YDS.
NOTE: DETAILS MAY BE MODIFIED TO MEET LOCAL
CONDITIONS AS DIRECTED BY THE ENGINEER.
JOB C18009 SHEET 10 OF 19
N
_co
VJ
T�
N
m
m
(1)777
1
REMOVE EXISTING CURB & GUTTER ON LEFT& RIGHT D
AND CONSTRUCT CURB & GUTTER ON LEFT& RIGHT C
E. BARYON AVENUE BEGIN 12'WEST OF McAULEY DRIVE AND END AT m
E. BARTON AVENUE INTERSECTION WITH 18TH STREET, MEET UP WITH E. BARTON AVENUE <
EXISTING INLET AND CURB & GUTTER ELEVATIONS 0
AT THE INTERSECTIONS AND ALONG EAST BARTON
DRIVE.
m
m
m
1. REMOVE EXISTING SIDEWALK ON LEFT & RIGHT OF STREET.
2. CONSTRUCT 5' SIDEWALK 10' FROM THE BACK OF THE
CURB & GUTTER ON LEFT& RIGHT SIDES OF THE STREET.
3. CONSTRUCT 8 TYPE 1 WHEEL CHAIR RAMPS 8.3 SQ. YDS.
WITH NEW CURB & GUTTER INBETWEEN.
4. CONSTRUCT S SIDEWALK APPROXIMATELY 25' BACK FROM
THE INTERSECTION.
SKETCH IS NOT TO SCALE
JOB C18009 SHEET 11 OF 19
REMOVE EXISTING CURB & GUTTER ON LEFT& RIGHT
AND CONSTRUCT CURB & GUTTER ON LEFT& RIGHT
N BEGIN 12'WEST OF McAULEY DRIVE AND END AT
INTERSECTION WITH 18TH STREET, MEET UP WITH
EXISTING INLET AND CURB & GUTTER ELEVATIONS
AT THE INTERSECTIONS AND ALONG EAST BARTON
DRIVE.
n
D
C
r
m
0
70
m
O
E. BARTON AVENUE E. BARTON AVENUE
m
m
D
C
r
m �
70
m
1. REMOVE EXISTING SIDEWALK ON LEFT& RIGHT OF STREET
AND SURROUNDING THE INTERSECTION.
2. CONSTRUCT 5' SIDEWALK 10' FROM THE BACK OF THE
CURB & GUTTER ON LEFT & RIGHT SIDES OF THE STREET
AND SURROUNDING INTERSECTION.
3. CONSTRUCT 8 TYPE 1 WHEEL CHAIR RAMPS 8.3 SQ. YDS.
WITH NEW CURB & GUTTER INBETWEEN THE RAMPS.
JOB C18009
SHEET 12 OF 19
EARTHWORK
UNCLASSIFIED SOIL
LOG MILE LOG MILE LENGTH LOCATION WIDTH EXCAVATION STABILIZATION
QUICKLIME
FT. FT. CU. YDS. TON
SECTION 2 - E. BARTON AVENUE
0.07 0.23 845 MAIN LANE 25.0 1042.96 12
TOTALS: 1043 12
NOTE: EARTHWORK TO BE PAID FOR AS PLAN QUANTITY.
*QUANTITY ESTIMATED. TO BE USED IF AND WHERE DIRECTED BY THE ENGINEER. SEE SECTION 104.03
OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
JOB C18009 SHEET 13 OF 19
CONCRETE
CONCRETE PORTLAND WHEELCHAIR
COMBINATION CEMENT CONCRETE RAMPS
LOG MILES DESCRIPTION CURB & GUTTER CONCRETE WALKS TYPE 1
(TY. C) (1'-6") DRIVEWAY
LIN. FT. SQ. YDS. SQ. YDS. SQ. YDS.
SECTION 2 - E. BARTON AVENUE
0.07 0.23 MAIN LANE LT. & RT. 1690.00 268.20 939.00
0.23 0.23 INTERSECTION 18TH STREET 100.00 50.00 45.00
0.07 0.07 INTESECTION McAULEY 33.00 45.00
TOTALS: 1790 268.20 1022 90
JOB C18009 SHEET 14 OF 19
REMOVAL AND DISPOSAL ITEMS
REMOVAL REMOVAL REMOVAL
AND AND AND
LOG MILE LOG MILE DISCRIPTION DISPOSAL OF DISPOSAL DISPOSAL
CONCRETE OF OF CURB &
DRIVEWAYS SIDEWALKS GUTTER
SQ. YD. SQ. YD. LIN. FT.
SECTION 2 - E. BARTON AVENUE
0.07 0.23 MAIN LANE 268.20 938.70 1690.00
0.07 0.07 INTERSECTION WITH McAULEY 36.11
0.23 1 0.23 INTERSECTION WITH 18TH 83.33 100.00
TOTALS: 268 1058 1790
JOB C18009 SHEET 15 OF 19
TRAFFIC CONTROL DEVICES
W20-1 G20-2 R9-9
LOCATION SIDEWALK CLOSED
NO. SQ. FT. NO. SQ. FT. NO. SQ. FT.
SECTION 1 - E. BARTON AVENUE
BEGIN SECTION 1 1 16.00 1 1 1 8.00
SECTION 2 - E. BARTON AVENUE
BEGIN SECTION 6 22.50
END SECTION 1 16.00 1 8.00 6 22.50
TOTALS: 32.00 16.00 45.00
JOB C18009 SHEET 16 OF 19
BASE AND SURFACING
GEOTEXTILE AGGREGATE ACHM SURFACE COURSE
LOCATION LOG MILE LENGTH (TYPE 10) BASE COURSE TACK COAT
(CLASS 7) (3/8 )"
FROM TO LIN. FT. WIDTH SQ. YD. , TON WIDTH SQ. YD I GAL. ILWIDTH I SQ. YD. TON
SECTION 1 - E. BARTON AVENUE
MAIN LANES 1 0.00 0.07 370 25.0 1027.8 1 82.2 1 25.0 1 1027.8 102.8
SECTION 2 - E. BARTON AVENUE
MAIN LANES 0.07 0.23 845 25.0 234-7.-2-F 1647.8 25.0 2347.2 258.2
T0TALS: 2347.2 1 1647.8 82.2 361.0
USE: 2347 1648 82 361
BASIS OF ESTIMATE:
AGGREGATE BASE COURSE (CLASS 7) 195 TON PER STATION
TACK COAT 0.08 GAL. PER SQ, YD.
ACHM SURFACE COURSE (3/8") SECTION 1 200 POUND PER SQ. YD.
ACHM SURFACE COURSE (3/8") SECTION 2 220 POUND PER SQ. YD.
*Nmax=115
VOLUME CONTROL:
ASPHALT BINDER (PG 64-22) IN ACHM SURFACE COURSE (3/8") 5.5%
MINERAL AGGREGATE IN ACHM SURFACE COURSE (3/8") 94.5%
JOB C18009 SHEET 17 OF 19
ACHM PATCHING AND COLD MILLING OF EXISTING ROADWAY
ACHM PATCHING
LOCATION LOG MILE LENGTH COLD MILLING OF EXISTING
ROADWAY*
FROM TO LIN. FT. SQ. YD. TON
SECTION 1 - E. BARTON AVENUE
ENTIRE SECTION 0.00 0.07 370 1027.8 50.0
TOTALS: 1027.8 50.0
USE: 1028 50
*QUANTITY ESTIMATED. TO BE USED IF AND WHERE DIRECTED BY THE ENGINEER. SEE SECTION 104.03
OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
JOB C18009 SHEET 18 OF 19
SUMMARY OF QUANTITIES
ITEM NO. I T E M QUANTITY UNIT
202 REMOVAL AND DISPOSAL OF CURB AND GUTTER 1790 LIN. FT.
202 REMOVAL AND DISPOSAL OF CONCRETE DRIVEWAYS 268 SQ. YD.
202 REMOVAL AND DISPOSAL OF SIDEWALKS 1058 SQ. YD.
210 UNCLASSIFIED EXCAVATION 1043 CU. YD.
SP & 210 SOIL STABILIZATION -QUICKLIME 12 TON
SS & 303 AGGREGATE BASE COURSE CLASS 7 1648 TON
SS &401 TACK COAT 1 82 GAL.
SP, SS, &407 MINERAL AGGREGATE IN ACHM SURFACE COURSE 3/8" 341 TON
SP, SS, &407 ASPHALT BINDER PG 64-22 IN ACHM SURFACE COURSE 3/8" 20 TON
412 COLD MILLING ASPHALT PAVEMENT 1028 SQ. YD.
SP, SS, &415 ACHM PATCHING OF EXISTING ROADWAY 50 TON
SS & 505 PORTLAND CEMENT CONCRETE DRIVEWAY 268.20 SQ. YD.
601 MOBILIZATION 1.00 LUMP SUM
603 MAINTENANCE OF TRAFFIC 1.00 LUMP SUM
SS &604 SIGNS 93 SQ, FT.
625 GEOTEXTILE FABRIC TYPE 10 2347 SQ. YD.
SP, SS, &633 CONCRETE WALKS 1022 SQ. YD.
SS &634 CONCRETE COMBINATION CURB AND GUTTER TYPE C 1' 6" 1790 LIN. FT.
635 ROADWAY CONSTRUCTION CONTROL 1.00 LUMP SUM
641 WHEELCHAIR RAMPS TYPE 1 90 SQ. YD.
REVISIONS
DATE REVISION SHEET NO.
JOB C18009 SHEET 19 OF 19
m
m 0 m
¢ u
o w u
'AlFl 3/ w B" o —SANE AS TYPE A �� 12• w 12'
2 `� o
r
'1 a 3'R /�. 2 L VARIABLE SURFACING i 2.R 2' VARIABLE SURFACING 1/i- i 1/�R VARIABLE SURFACING
2'R L
2 = T - SMALL FILLET
:5g <g �i PERMISSIBLE
VARIABLE U'-6•MIN.1 I YARIABLE OI YARIABLE -6�1 I YARI�E tl'- 1� L YAPoARLE !I'-6•N�1�
SPECIFY ON PLANS �CfY ON PLANS f��� �CiT ON PLANS ��ARIA�E (�'-0�) I YARIABLE c�'-0�1�
SPEaY ON PLANS SPECFT ON PLANS
TYPE A TYPE B-1 TYPE C TYPE B-2 TYPE E-1 TYPE E-2
ROADWAY SLOPE 1
CONCRETE COMBINATION CURB AND GUTTER -2%
m
0
o DETAIL OF GUTTER SLOPE
_ W GUTTER SHALL BE CONSTRUCTED ON 2% SLOPE AWAY
9• ° 6 SAME AS TYPE A FROM ROADWAY,REGARDLESS OF ROADWAY SLOPE.
6 -R TEGRAL CURB r < INTEGRAL CURB 6 MTEGRAL CURB
4-r/4'L2' L VARIABLE SURFACING
LMT OF TJ LMT OF
LIMIT T - I-VAPoABIE Y-3" I'-3' I'-7"
INTEGRAL CURB 9•LMT OF P.C. NTEGRAI Eli LMi OF P.C. NTEGflAL LMT OF P.C.
CONC.PAVEMENT CONC.PAVEMENT CURB CONC.PAVEMENT _
CURB i
(1/1 PN DIA. 2 t/=PW.1HEIGHT CONST.JOINT
W
•1 BARS �� m
TYPE A TYPE B TYPE C 12
INTEGRAL CURB LONGITUDINAL SECTION ELEVATION
I
m
m ALTERNATE CONSTRUCTION METHOD FOR INTEGRAL CURB
•/ y V V
3P ° ° o i2• ° Ila t
ju T&S OF TYPE Cl S
w 9" w
i
Tj• < I/P R w� j 1/i 4 0-ON HIGH SIDE OF
6 t• 3 R. LL 3"R• CLIFIR
�� /1•z.RSUWAa 6' SUPERELEYATION. - .1.
i2. 2 R' R GATE REVISION ATE F4MED
1 1 1 ARKANSAS STATE HIGHWAY COMMISSION
NOTES USECOMPENSATION
ATQFIED C LRB OR AS SPECIFIED ON MOOTED CURB WILL T BE CONSIDERED j
INCLUDED N THE PRICE BID FOR THE TYPE OF CURB OR
TYPE A TYPE B TYPE D TYPE E CURB AND GUTTER SPECIFIED.
DETAILS OF MODIFIED CURB CURBING DETAILS
CONCRETE CURB I
STANDARD DRAWING CG-I
EXTENSION1 CONCRETE-►
DRIVEWAY WIDTH 'W' CONCRETE DRIVEWAY
12'MIN.-40'MAX. ASPHALT
TYPE SURFACE AS SHOWN AGGREGATE
rB IN THE PLANSCONCRETE
I 6'0' 6'0'
ISLAND BEHIND BERM
IAT ISLAND LOCATIONS) •
VAR,WIDTH CONCRETE ISLAND(2'-0'MINJ I'CHAMFER A INSIDE EDGE OF EXTENSION TYPICAL SECTIONS
(WHEN SHOWN ON THE PLANS) R:2• pe ON ISLAND VEHICLE PATH
I:CONCRETE -6'P.C.CONCRETE DRIVEWAY
VAR.WIDTH CONCRETE WALK 1211 MAX.
(WHEN SHOWN N THE PLANS) SLOPE APRON DEPTH'D' £ 21 ASPHALT 2'ACHM SURFACE COURSE (1/29
CONSTRUCTION 6 PAY (6'-0*MINIMUM) GRASS BERM OR CONCRETE WALK 4'ACHM BINDER COURSE.(1')OR
VAR.WIDTH GRASS BERM LIMITS FOR P.C.C.DRIVE 4'ACHM BASE COURSE (1-1/293: ASPHALT -2'ACHM SURFACE COURSE (1/2'1
(WHEN SHOWN ON THE PLANS) W )'AGGREGATE BASE COURSE
4: AGGREGATE - 6'AGGREGATE BASE COURSE
g8,•0.-+I A THE CONTRACTORTHE TYPE OF EXTENSMAY'OITHH HALL E APPROVALBE AS SOWN OF THETHE ENGINEER,
SUBSTITUTE A LOWER NUMBERED TYPE OF EXTENSION IN LIEU
OF THE TYPE SPECIFIED IN THE PLANS,BUT AT NO ADDITIONAL
MODIFIED CURB WIDTH('W'-28') COST TO THE DEPARTMENT.
PLAN VIEW DRIVEWAY EXTENSION DETAILS
�Iz e
-TRANSITION FROM A 0'TO A 4'
TYPE *D*CURB FACE ON THE T
FRONT SIDE OF THE CONCRETE T SLOPE 2.6% MAx.
ISLAND IN THIS LENGTH
i.� �8'ROUNOING--+I
'�"•en:Py R,s <,.,„s. s� 4' 60j� MODIFIED
CURB
DRIVEWAY VERTICAL ALIGNMENT DETAILS
NOTE: DRIVEWAYS MAY NOT BE SLOPED AWAY
�•"''� 4 -+o FROM THE ROADWAY UNLESS APPROVED
✓ "'�^z+vm- "f �-s BY THE ENGINEER.
«'"'� •�
VAR.WIOTH PCC DRIVE
DRIVEWAY
c^'�•,", f6'UNIFORM THICKNESS)
•-�.�,
EXTENSION SLOPE 2.0% MAX
.-
ISOMETRIC VIEW
EXPANSION
JOINT MODIFIED
CURB
I{� REFER TO PLANS FOR TYPE OF CURB FACE TO BE USED. SECTION A-A
F.
TYPE 'B'CURB FACE I V 6'NOR.T NIFORMRETIC NESS SHOWN ON THE NO DIRECT )ISLANDENT IDETAILSLL BE APAYMENT DE FOR T FOR THE CURBHE CURB S VAR.WIDTH VAR.WIDTH _I VAIRAR.WIDTH
FACE WILL BE(TYPICAL ALL SIOESI
SURFACEFT OF ACHM ITEM CONCRETENCLUDED SLAND',IN THE UNIT PRICE RID FOR THE CONCRETEUNIFT ICK.) (4*UT.)K'I(WHEN SHOWN
4'•, USE TYPE 'O'CURB
r�r — FACE ON ALL SIDES SLOPE 2.0%
ULTIMATE PAVEMENT SECTION OF CONC.ISLAND _ MAX-
(LESS FINAL LIFT OF ACHM SURFACE COURSE)
EXPANSION 4-
VAR.
JOINT
VAR.WIDTH CONCRETE ISLAND TYPE 'A'
8'NOR.UNIFORM THICKNESS URFACE --1 6' SECTION B—B C.C.C.&G.
(TYPICAL CLBSOES) CURBED ISLAND BEHIND WALK
AM JUAT'E�OEI
Z.AlEFlL:..
CLABOFACE IE RE ISE..RIVE1WAY(SLOPE NOTE ARKANSAS STATE HIGHWAY COMMISSION
ULTIMATE PAVEMENT SECTIONI VERTICAL ALIGNMENT of TAIL
(LESS FINAL LIFT OF ACHM SURFACE COURSE) R V APRONS.P A` P N A DETAILS OF DRIVEWAYS E1 ISLANDS
CURBED ISLANDS FOR CHANNELIZATION a " T""" "A STANDARD DRAWING DR-1
OESCR'PTI ON
ADVANCE DISTANCES
RI-I RI-2 R2-1 1113-5 W3"5aRzxxxl
R4-1 R4-2
500 iT '/7 48.E
v
SPEED 1500 FT �I TALE
DO PASS X500`T ' WILE
LIMIT XX VPH AHEAD
SPEED ZONE NOT WITH GENERAL NOTES,
LKaT L ALL TRAFFIC CONTROL DEVICES USED ON fl0A0 CONSTRUCTION SHALL CONFORM i0
SPEE
5 O X AHEAD PASS CARE THE Al AL ON UNIFORM TRAFFIC CONTROL DEVICES.LATEST EDTION,AND TO THE
STANIANO H2OHWAI SIGNS,LATEST EDITIONLOR AS APPROVED BY THE FEDERAL
HOHWAY ADANSTRATION.
2.TRAFFIC CONTROL DEVICES SHALL BE SEI UP JUST BEFORE THE START OF CONSTRUCTION
STANDARD 30"X30" STD. 24"%30' $TO. 36"%36' STD. 36•X36• OKRATIDIIS AND SMALL BE PROPERLY MAINTAINED DURING THE TIME SUCH CONDITIONS
SiO. 36^x36^x36" EXPINSTD.'. 36•X48• STE.EXP48"x48• EXPISTD. 18-x18" STD. 24•X30• STD. 24•x30• EXIST.THEY SHALL REMAIN N PLACE ONLY AS LONG AS NEEDED AND REMOVED THEREAFTER.
EXPRESSWAY 36"X36" EXPIRY. 48•X48"X48• EXPWT. 36•%IB• EXPRT.36•X18•
FNr, IB'z6Q' FRY. 18•x18• FRY. 18'%/8" FRY. 48•x60• FRY, 48-x60• i CLEANEXISTING SIGNS ANDBLE CONSTRUCTION SIGNS SHALL BE KEPT N PROPER POSITION.ANO BE
SPECIAL 48"%48` FRY. 60"X60"%60• CLEAN AND LEGIBLE AT ALL iMEi SIGNS THAT p0 NOT APPLY TO EXISTING CONDITIONS
RII-2 SHALL BE REMOVED.SIGNS THAT ARE DAMAGED.DEFACED.OR THAT ACCUMULATE DIRT
RS 1 RB-3A RII-4 W21-5o WI-1 WI-2 DURING CONSTRUCTION SMALL BE CLEANED.REPAAED.OR REPLACED.
4•SIGNS ARE USUALLY MOUNTED ON A SINGLE POST.ALTHOIGH THOSE WIDER THAN 36"
ROAD ROAD CLOSED ROAD CLOSED BA LARGER THAN 10 SO.FT.SIµL BE MOUNTED ON TWO POSTS OR ABOVE A TYPE 1I
RIGHT
BARRICADE.
XX MILES AHEAD TO SHOULDER i
SIGN O POSTS DIRECT DIREO T SOL SHALL BE 2 L&Mw"IE CHAPEL POSH OR 4 P
CLOSED W000 POSTS.CHANNEL POSTS SHALL BE PANTED LEEN. ALL POSTS SMALL CL PANTED
CLOSED LOCAL TRAFFIC ONLY THRU TRAFFIC REPAIREDL POSTS SMALL!E ENEATLYDURA CONSTRUCTED.OFTHE JOB.
SHALE BE AEPLU40ED.CLEANEO.OR
REPAIRED AS NEEDED FOR THE OURAION UR THE JOB, THERE SHALL NOT BE MORE THAN
2 POSTS N A 7'PATH FOR WOOD OR CHANNEL POSTS ANY CHANNEL POST SPLICE
SHALL BE N ACCORDANCE WITH STANDARD DRAWING TC-3.
STD. 30"X30- 18•x30• STD. 36"X36• S70. }6'x36• STD. 36•X36• 6.POST MOUNTED SIGNS IN RURAL AREAS SHALL BE CONSTRUCTED AIN THE NEAR EDGE OF
EXPIRY,36"x36' 60"X30' 60•X30- FRY. 48'%48• FRT. 48•X48• FRY. 18'%4B• THE SIGN FROM 6 TO R FEET FROM THE PAVEMENT EDGE.SIGNS N URBAN AREAS AND
SPECIAL 48"X48- BARRIO YON TED SIGNS SHALL BE MOUNTED A MINIMUM!O 2 FEET FROM THE PAVEMENT
EDGE.
WI-3 WI-4 WI-6 WI-8 W3-1 W3^2 W4-2 1,ALL POST AND BARRICADE MOUNTED SIGNS MOUNTED N URBAN AREAS SHALL BE MOUNTED
A WIN"DISTANCE O PFflO IEE BOTTOM OF THE SIGN l0 TIE ROADWAY SURFACE.
ALL POST AND BARRICADE FORTED SKINS MOUNTED E RURAL AREAS SHALL BE SURFACE.A C PT A DISTANCE O 1• ALL THE BOTTOM O THE WN i0 THEVIS ROADWAY$WWACE.
< > Il E%CEPT A WW4 Of 6'SHALL BE USED WHEN 4011NifIG IN ADVISORY SIGN BELOW A
< > < WARNING SIGN.TEMPORARY SIGNS WAY BE MOUNTED ON PORTABLE SUPPORTS FOR
INTERMEDIATE TERM STAIONARY WORK CONDITIONS. THE SIGHS MIME"WOWING HEIGHT
SHALL BE 5'.RETROREFLECIIVE GE VICES SMALL BE USED.TEMPORARY SIGNS MAY BE
MOUNTED ON PORTABLE SUPPORTS FOR SHORT-TERM.SNORT DURATION,AND MOBILE
STD. 18•X24• v> CONDITIONS. THEY SHALL BE NO LESS THAN DIE DI FOOT ABOVE THE TRAVELED WAY.
STD. 48•x21• SPEGAL 24-X30• LONG-TERM STATIONARY SIGNS SHALL BE DIRECT BURIED IN SOU
L. LESS CONDITIONS
SPECIAL 60-x3Q_ EXPWT. 30`x36• STD. 36-x36" STD, 36"x36" STD. 36•x36• NECESSITATE THE USE OF PORTABLE SKRS.OR AS APPROVED BY THE ENGINEER.CONCRETE
SPECIAL 48-X18- SPECIAL 48"x48- FRY. 18`X48` PADS.CONCRETE OR ROCX BALLAST.OR OTHER SOLD MATERIALS SHALL NOT BE UTILIZED
SIO. I8^z18^ STO. 48'X48- FRY• 36•X48- MTN PORTABLE SIGN SUPPORTS
e.FLAGGERS SHALL USE REFLECIORIZED STOP-SLOW
W5-1 W6-3 W8-7 W9-2 W13-I
*20-1 W20"2 W20_3 PADDLES,FLAGS MAY BE USED 01Er FOR EMERGENCY
STUAiIpNi
9.4051 O THE SIGNS SHOWN ARE ORIENTED 10 IHC
MGM 7.
HOWEVER.THIS DOES NOT PRECLUDE THE
ROAD LANE ENDS ROAD DETOUR RDAD USE OF MIRROR IMAGESOF THESE SK14S WHERE THE
LOOSE < > < uosED
NARROWS GRAVEL AERGE x WORK XXXX > MOTORSTORIENTATION
flTHE PRpOPPER DTE T04 OFCOVEMENO
RIGHT P.
XXXX XXXX 10.R55-ISIGNS SHALL BE PLACED AT LEAST ISOO'BUT
M.r.H• NOT MORE THAN IMLE IN ADVANCE OF THE WOK
ZONE.W A SPEED LMT REDUCTION IS IN EFFECT.
STO. 36•X36• THE SIGN SHALL BE PLACED A MEN"O 500'IN
SPECIAL 48'X48" EXPWT. 36•X36' STO. 36•%36• ADVANCE O INE'REDUCED SPEED AHEAD"SICK.
EXPIRY. 36'X36" FWY. 48•X48' ST0. 48•X48"
SPECIAL 48•X48• STD. 2P%24• SID. 18•X18` STD.4B•x18•
FRT. 48'X18' •NOTE,SUPPOflTS FOR SIGNS BARRICADES AND
W20-4 W20-5 W20-70 W21-2 W21-5 W24-1 WI-4b R56-1 VERTICAL PANELS ISARE DIFFERENT FROM
THE REWIREIENWN IN NOTES 4 A S.
OUT MEET THE RESMO
tS HOOUIRENENTS OF NCEIRP-350
OR MANNASHI.UAL FOR ASSESSING SAFETY HARDWARE
�l THE FIEOUMREKNES OFFEPTED NCMP•350 ORANCE MONUAL iM
A FRESH CONTAOLIED FOR ASSESSING SAFETY HARDWARE 4IASHI IS
ONE LATE RIGHT L SHOULDER ACCESS HWY. REWIRED FOR ALL PROJECTS
ROAD CLOSED
XXXX XXXX OIL WORK ND n,I DELETED AP-1 ADDED.2-51
W FF'EE�T WE.N EXIT ,'24 R"sm nub iA:°EN[uT 11 TIES 54X5
X
V-A F AEYSED.21 1
STD. 30•x30• STD. 30-%JO• tt DELETED n%A ADDEo M-1
STD. 46'%10• STD. 18-X48' 510. 36•X76• SPECIAL 36-X36" SPECIAL 36•X36' STD• 36•%36• ST0. 18'X18' ST0.b-XIS- 0-6-0 ADDED REFIRERCE Io WAeM A ADDED SCM.24-I
FRY. 1e-XIe•
n REVISED SGM DEsVMAIgHS
H.N-a REVISED NOTES
W8-I1 W8-9 420-I 420-2 OM-31. OM-3R M4-9M4-IO R55-1 ...4 aEll A 7E_lVS_E0 IE'
REVISED I
rM W REVISED WIE
FINES DOUBLE "1 ADDED NDN
�"°' DETOUR F-><.,, AEnS[D x01E 5
,,1 AE.lE.N.IE S
SHOULDER ROAD WORK END DETOUR IN WORK ZONES o:... ADDED 1155. LED.DE[55 N1..WDM,RD q,E2
UNEVEN 0&461: ADDED ASSN
LANES ROAD WORK am REUSED 10 CDIAECT SCAN uuSTAAT"S I-HH
NEXT XX MILES eLAt% OWN roMkENS 22n AESRSEO PER 11.1 AWl[o SEPI.LHIM
1.4.1 DA..Aro PLACED H uSt
STO. 30•x24• ARE PRESENT :Lj
DAI[ AE_ FKu[D
STD. 36•X36" $T0. SPECIAL48•X36" ARKANSAS STATE HIGHWAY COMMISSION
FRT, 18•X48• 36•x36' ID•X24' 48.108•
Frr, 4a•x1e- 60•x24- T2•x36- SPECIAL 60•X4e• 3r-%60- STANDARD TRAFFIC CONTROLS
• USE 6" C LETTERS FOR HIGHWAY CONSTRUCTION
•• USE 4" D LETTERS STANDARD DRAWING TC-I
M
B ocvRONs 1 R0r0 LORI ' 'j- py pR XX Dura
M1sf!to CM I L NOTES, w, fL+DUR
� SH I I
C {' L S06 SHOWN FOR ONE DIRECTOR OF TRAVEL ONLY. R 070.1 ® POyIIVE BARK,
2.DELNEATORS ON BYPASS WHERE NEEDED. L II v ARROW PAHEL H RpwEN
SEE 1 • O L I e IrPCI BNiKA¢
CENEENAL S�IB Hf°ITEM I NO1ES �.b M .1!i aAI.ELMINc¢NCE
NDI[f H„'�• I LCOMPLETE SCNHO SHOWN ONLY N CROSSOVER DIRECTION. iRYrIO ORY
® R0�
RI.1 y I.TWO WASE TRAFFIC YPMATED H1H POSI71VE BARK0. nA1 I T �-7 t20�H • RA6C0 vAV(MENI MAKER
Wal I I fl , R SOO rl
•$, I I II II
E�ql
YE li I� ! Ica/
ttcuartllOW/rtllOWGEpTIC1Al j I I na+ONEcEo � 0.05E0 7xFi In1000 rl
BACK IO BACK II
L=J PASS
rtYPr•41YNF IS'IDL
b uxWoo fna¢i • `".0 ` *J ' y�ALy6Y'
® nAPaNN u {
Noll RISER PArMENIYC
J- •• MSW r/ pLDETAIL 6 RAKED PAYEAERr I/YBERS
NAIAURt rR Na a1 Y[
RAL N-B � M UHERLL •
YAOL 4
WK
I I l / HIOTCS �y ' �® NOTES • 1�
.IKHnIOKx11 RIPN YO
r 0lRR L-1—xf 7rIj- I tL"-6L¢YILr SPACED fi TYPICAL ADVANCE WAG SPLACEMENT
DRCILD 3r NE 3MNLU. I 1 ROADI ® I•'
` 15'0.G
ixr
M PASSMG 2 TIDO' fD I ` / EOUAL T I UI(,LL (APER FMI,EAEI
OD
T �RDHD D FI 4J i •` �r I� SPACED 1 I.j MiEi IISxW 2FOR SPEEDS OF 41.OR MORE.
J I Il ITS
FOR SPEEDS OF/dPH OR LESS
WORK OTHERAl LAISEE ° I �f nm I I • I /�a WH0 ERE,
I SOD FI 1O1[S 55 I = I I ✓ r L:YNWY LEWIN Of TAPER.
nm I I S.NJLNCAL VALLE o PoSTEO SPEED LIMIT PRIOR 10 WORK
I OR 85TH KFICENTLE SPEED.
(Q) TYPICAL APPLICATOR OF TRAFFIC CONTROL OEYICES ON A 2-LANE H"AT ///...���
AIH I 1 MO' WI WIDTH OF OFFSET.
WHERE TIE ENTIRE R010WAr K CLOSED AND A BYPASS OEt01R K PAOYOE0. r �� M I I
`�►I\ p55-I �•� 1 I 2{Ap GENERAL MI[S
® 1 I I LITO BE DETERMINED SPEED POSTED ON USE -NN CUPE WAp{HE TER
i0 BE NDAl SITE.USE M-4 NEN SPEED K CHEATER
\ iNAN 7bF1 AND t1-7 WHEN 7pR1 OR ICSi
(B) TYPCLL APPLICATION-4-LANE DIVIDED ROADWAY WHERE ONE v 2.NEN THE EITSTNG SPEED LYT K 55MPH AND THE PLANS
ROADWAY K CLOSED. REOIIK A SPEED LYT OF ISWIL THE R2-{551 SHALL BE
TYPICAL APPLICATION-N•LAHE"YIDED ROADWAY WHERE OMITTED AND TIE RI-5 SHALL BE 06TALLED+1 THAI
♦3 (C) LOCATION.ADDITIONAL R2-145ANI$DECD LIMIT SKINS SHALL BE
W20•TA J, HALF OF THE ROADWAY IS CLOSED. INSTALLED AT A YAxµxl OF IMLE IN ERVALS.
S A7 THE END OF THE WOK AREA A R2XA
SNALTOY 1 NENl THE
EASTNG BE ESPEED LIMITIS6' HY AND TIC PLANS
'[ a04D 555000000"' I �'2 REOI/E A SPEED Loi a SSAA•H,THE R2-x{S SHALL BE OMI TIED.
I th_r # ,f I I FID ADDITIONAL a2-155WH SPEED Loi SHCArS SHALL BE INSTALLED
-1i `F 'l O/T I I 1�— ROAD WCIb, Al A WxMN OF ILIE NTERYALZ At ilE END OF TIC WORK
I 3•H I AREA A R1-Rxx15NLLL DE INSTALLED TO MATCH ORG1AL SPEED LYT,
OJ 700'i07ar I 1 400. 1,BBET BE APPROxLA7(�rWEoLAL EN N CE1LI Ni0DI HE CSPEEDS IN ALY/�.R
W B� I • 1 I BEYOND THE IAPEk MAAYY SPACING SNAIL BE IM`TEES
dw[u7FID DEVICES YPY¢TC 10�' I THE SPEED 141,pl AS OFaC1ED BY INE ENC
R.
IR•7A Wpk AREA IIIDIA IYKI[D W1T. ,r I I Z WYi11G ll(AHIS AIO/pl!LAGS MAY
RE M"IED
`C\ 1 10 SICNS OR CNAhKL12NG DEVICES AT NryHT AS NEEDED.
I•y/ r�N �� I I 6.PAVEMENTMARTINGS NO LOWER AP 111 MCH IgII CREATE
COMUSION N THE MHOS OF VEHICLE OPERATORS SHALL BE
— ( 1 .Ik j •' r••:nl REMOVED OR OBLITERATED AS SOON AS PRACICABLE.
THALER YOIINIED DEVICES SUCH AS AMOII PAILS AND PORTABLE
I�—lOtr NP101ALI CHANGEABLE MESSAGE WIfS SNAIL BE DfLPE+TCD Br YFIxNG
I T¢NCA Y¢11TC0 AI1(IW MOR Cpl$PCATr MATERIAL SN*A`SHALL
LRE ON TIE FACE OF THE
IRALER.MEN PLACED ON OR ADJACENT TO THE SICLLDER AND NOT
--- ---_- I BEHIND A POSITIVE BARREN.THEY DEVICES SHALLBE DELINEATED BY
TSOSO TW I 5 PLACING FIVE HSI TRAFFIC ORYZ EOMLLLY SPACED ALONG TIE TRAFFIC
! SIDE OF THE DEVICE.
1010E DFOtl T
NOTES I 013 L B.CDIWIE
oMRS06 SHOWN FOR RAKED PAVEMENT IJ RS ARE TTPKAL.IHE
CF TTRACT¢f WAY SIBSI17UTE SIMILAR MAKERS NTN THE APPROVAL
- ' I •I p THE CNGrEEN.REODESfNG APPROVAL FOR IMAKERS wr
LRE¢A AMORT TRAFFIC CONTROL DEVICES 10 I I , I CE MADE NC KFEIRM(ST THE ANMD AL FOR SIMILAR MODII[TS LIST,
MODFEO AS NEEDED Epi THE DLRATON p' Sar I I
DE ET OMR, D20.2 I I ''ar ij 3.2.6 RN7E0 MIL x.A4DCD MIL A.—
FOR
NAMES MAY IR VSR NEX DESIRABLE T Oar NOTES +I I ou3.4 w{RRAISD Q SA wIN W3 S
Fpi OEECiNG DETOL/EO TRY'FC. I L FLOOD LEMS SHOLLO BE PROVIDED TO MARK +� �ADB 1 I jam/ /I 3 O RNYo TEru a,uyp r{H(IENH YYNCRs
AGGER STATIONS AT Ig1T AS HEE
DED. } SOD 013 ��^' I I 'T[ I Sa-D AOO[o I.-
500.
FEET a RN7TD 701¢A7Mr06
2.F ENTICE WtlR AREA K NSBL[FROM ONE BE LAR• I I SOr �a .W Amo¢IYuI M t
I ,7
STATEN,ASM`QA`F$WERE FLAOGE THAT BE USER. 111 — I� 1 1nl I
y 1 WOO FI I 11�� y Ort{ b¢D Mi
S.CHANPELIM,OEYKES ARE 10 BE EXTENDED I1 1 I 7T •x- CO.R[trlO w cm 2
I TO A PONT HERE THEY ARE VISIBLE TO1 i 4•-r COFEDTLD 71w Duna.2A 3.{•
.JP4
ar APPROAC HIG TRAFFIC •1 Ib10 I I y�— 2 2•SS ",NR PNII HI WILE YFt.1613
1,AUTOMATED BAGGER ASSISTANCE DEVICE „! IO'H S ¢H {q-f Du3N 1 111)IN u7t
¢IHII JAFADI OP71pAL.REFER TO MUTCD. I I R— r+AtW
~� 600 FI I I
r Ir ARKANSAS STATE HIGHWAY COMMISSION
(D) TYPICAL APPLICATION•ROADWAY CLOSED BEYOND OE1pB POINT. (EJ TYPICAL APPLICATION WHERE OE LAK K CLOOSED AAPO FLAGGING DEVICES�PROYOED. (F) TYPICAL APPLICATION•4-LANE IWOrvOEO ROADWAY NTN NSOC LANE CLOSED. SFOR DHIGHWAYYARD A CONSFFIC TRUCTIONS
STANDARD DRAWING TC-2
Cnonnellzinq devices
G2a•2 500' O- SPLEO Sao
Lenard a•n dM!araus•d arh frea.a
aoe0toa �arofaa XX NpTaa m y°1-o s My y;1My enatDay°2Y gib.
Ourinp Imre of aarxneu.2e•cons.Ma TRAFFIC CONTROL DEVICES
G10-7 be weld an 0t In—ord and Ma Oa
r rbctarl:sd In oecordmce Wltn Ine FOR
1 I IDeiaa • � u.u.T.cD. VERTICAL PAVEMENT DIFFERENTIALS
�I In 0• VERIKAL DIFFERENTIAL LOCATIONS TRAFFIC CONTROL
V V r•r COCO®ES
w0 PLASTIC DRUM I"to 3" Centernne.loans Ines W8-n
1i o o
1 E•` 25'O.C. DOaOa� • • rdF I"10 3" Edge Of lnouber WB-9
I5'T crerrer man 3' Lane linea srandord bne tlaaure 1-11.d
Trane.ar Truck 1 f —r
I ��Wlrh FbeMr W Arro•POM 1 I B"to 12'j r
/ Imo}.mb--1 Pmb 1 rP eg ]e- ... Dearer than 3- Edge of frorebd lana -RSP-fond v 11.0 Donees.
F r I bums Or cOnare a barrier
SW'mh TYPE IBARRKAO
I • Greater anon]• Eepe a}MaWOar •ser recd Oa I. drum!
I � w0'O.C. � ,,tt ��L6/�y'6- /�.` or Contr ate bowler
••I•� T� TVI LLJJ• When sn0•n on the DIOn3 contrera Darreer•IX De used.
I• l•SxW ' 1 R•10 12' IS 0"f0 1$' poen one aMuber area le used d1 Darl Of ine 1rarObO NAM and true la Inprf llalenr
I i• ,ag' e•to 123mb B•+o a�® 'S•min Width to Noce arum,on the ramdMMMrar
ng oulder.Id+M1+ n +lca Dane,and be uaaa.
® ]f
woo• TYPE 1BARmCIOE
1 I Inn-6 �� a• NOTE, TYPE ieARAKAa
Fl AO
1 MUixe For Oro cb6ures,the Type of barricades 2• Flag Mall be Of good pr00e
I I EOAur w + Fora e•or wefblenr len .r r
SP10Eo m a+^toe era marl res mo area
I I O onrra,enure rooa•ar.
a 21-1
1 T
. added -f
1 w ° �'3
a
R2-I/� 2f 5
IA If t tm'oaod [?Mr
// ryam m
I u I/in° LWT r �" !, h
1 t;-ala Se. 45 m TE
I
WIa 2610• cone. / r atiD rob ARAIKC STOP SLOW PADDLE
g �� I+t rmdlt Bxx
I alio1/ r IE-K.4 PANEL YEfl TICAL PANEL PL ACEMENI
I rP-W G.SERIES•[STOP SLOW 1 6•
I W]-s LEGEND T
I (61 Ty Oicaloppacoflon-3-bne one•oy roodroy Where
I spoaNM.2.Poatea
can
Ione Is c1OSed. I Soled UMI [a a$ caws
lAl I laTypme divided tlon roadroY daytime
.ne a nmaintenance
eh!operations
Te caseGf aratlon ono Or 1e Noted On Pons E0N0-XMIE IRERILGEmO BLACx
]6'YW BACxGR...I RCD IREFJU��
REAOACk UTSIDE OIAMONE-BLACK
xEYt
CCD ArrOW P..I(lt RaoulreN ROAOWAi 51!63[
A-1
1,1 lie ■ CnamallzIm Device oD ofi)3•
roil SxuL
XX Lrbres •Trafflc drum DETA0.OF SPLICES ES'b'°al uori•IS�w
SOA' R2.1
i I 020- 01fflAL NOTESI See Vd—
I °p10101 I. A Rosso limit reduction mo OR ImDbmented ONLY.nen designated 620.2 General
I y g^ XX Nor°° NOt[SI USE SPLKES der MEN NECESSARY
$DD' In me don Or.nen recommended by ine fl000V0y Design DIvb10M1 [Ig Fri MSIbLATgN.TYKN.mStALLA1wN qS Bol
I w011''I'. IL bfa tax Sorsa.1.NO SRKEI REE$TIL DAAemL
+.e•, traf}Ie o'una 2.When the existing aDaed limit Ia 55mon and the Plan°reoulre a eDeed x0.Sx$'SI
25'O.C. limit Of 15mph,the R2'1155)endl be omitted and the 03-5 shah be tol NSt-ATI 9 1,REayl
® I i' InafWBd at that location.Addltlo-1112.1/5amh eDead Omlt Klan hNIb. 1
/1•0'Ba TS TO AIOUIT"S 10 POS' ° R.lWexm
i-al Or buck Insfased at 0 maximum•of lope Intervals.At he and of the York ores Aro SM'.1—IS 10 "S'a IM
3-6 I Wlrn Arro.Panty a A2-Iixxl a"De Instated to match ori Ind speed limit. vARa'S Po51 SIPPd1Ti[1CA a'xY 11M
EOU&LY g AMO SPOS«TAR'S.El.
)0'
SPACED I • T ,red,. I Amid.,Cal l Ore.
3.When the ax,T1r)p aoeea limit
Is 65mpI and
me dons realre a speed 1 a Iti MgIM,ow+..Ir We be Nil IS Sx-BE PANTEO GREEb
5W'mh Ilmli am
of SSmdN the 82-11451 AMD.amitte6 AdditlMalR2-1112apead nekea>b le mommem+Iq SUIS NNL NOT«PANTED. to
STM +
IrOffle Drums limit signs anon De Installed at a maximum of Imne Intervals. a+A+qe M Ler• 110 ALL SKy POSTS NAIL N RUB SPLICE
q I no•g.C.
At the and of the Work area 0 R2-UK%)1han De Instated 10 match
SMEO
arlalnaleoeed limit.
LM7 I 1° sxW G20-I
45 I I ROW t0W I,The maximum$"Cl�p Defraen c or mllzln0 devices in o tODaf Y� SPLICE
//�— 6.OVERLAP �\ But
fIEEl r.zMUS MONd be OODrbximardy e0u800 feet f0 ine speed Ilmlf, '' t2'N Gil \ SPACING
1�5
YE(DIES Beyond ilia toper,moxlnym,OOCinp MOX De t•0 11me3 I\ ® 1 Bol10M
the eased Imlt or OR dlreCted Dy the E,pineer. nRI- \ Aa1Y IN
NfA / S•Worning lights car/Or flaps may be—led � EObLI
// fo llpns Or cnomell2ing tlevltea at night as neeoe0. SPACED YAY ABOVC
,i Tp ��yy'') O GROIstD 1" �Ii waeID LeIE
axes I y I � / �, 6.Povement markings no longer apolea0k When might eredte — T
"a I Isoa `it\mvxE confusion In the minde o/venlcb operator!Moa be
I
I L� ,moved or obgt—led re soon ale pracllG-.. GROUND LeIE
I 4o T.The L20-I sign rill pe repUlraO On JOD,of Over ire miles 9-}.0 REVISED rwT(}!R[RA[[0 N-SA m N vY5
In lerpth.When the bre closure IS not of the Deplminp of ine PrOjeei, Wt m EAgp11N�W'
Wl S I the G20-Isign Mall Da erected 125'ln odvanca of the
aa(a FOD Ilmlt, AW[0 MFEA[x([to WASH
Addlclosures
that
begin slain ore ter neao-aa In advance of lone I 6-20-01 ZkEO SKN DESAMA'IWS
tlowree mat Depen Inside the project Ilmlte. t
11-1 Ane-01 AOaa x01[
S.Floners°hall use STOP/SLOW Padden for COntr011np traffic y��5MC0 d-191 AWED xOYE
I 52 T1N-ougn Work zonae.Fbgs may be used oars}pr enmrpMcy alfudtlpe, ` _ LNI .OS sI —0 IYI Io as Is F—I.."Cd i
45 Sea9.An NosfIC arum,and toren Maameef rhe eiourements of NCM�P-350 o M—cl For ALs...IN Safety NOrd•rraMASNI. r1or., w-11d% AQUINO ASS-I
Wb Aewwa-9S .40 WMA SRKE
rw.Tr aIle.mounted a.I—aucn as arrow—1.and arlrbb CnOna•oDb (_°nme8pe elpns M01be Delineated by affixing Consplwlty materialln 0 Aemvl I�t \ IID 6-e-% ACVIXO SRKE 0014.IEKICon.tdU us line on Tne lace Of the troller.When Dbced on or adjacent mmeie eA \ }�2-% A[VISED PER 11.1 vl,YUTCN YPT,].093
A -1to the ahoWder one not behind apositive Darrler.these devlc°a shollbe drnM•I .3-5 8-0-4 dUml Fd RACED
R w ui(
I p. delineated by pacing fire(5)trofric drums,ewaay°o—al Mona the `I` DOE REVILOn
S tr0rflc alae of the device. 1 11 11
(D) Tyolcd application-coaing multiple lana°of o MOttione hIQhroy. ARKANSAS STATE HIGHWAY COMMISSION
Typical OD011earlon- construction Operotlpns of Intarleediala to lona term STANDARD TRAFFIC CONTROLS
Cl duration on a /-ane divided rood.ay Where half or me roadroy 1,closed. FOR HIGHWAY CONSTRUCTION
STANDARD DRAWING 103
CONC.ISaCUP9
TRANSITION FROM RAW CROSS TYPE i RAMP DIMENSIONS AND OUANTITIES GENERAL NOTES FOR DETECTABLE WARNING DEVICES
TYPE B SLOPE TO ROADWAY LONG SLOPE THE DETECTABLE WARNING DEVICE SHALL BE LOCATED 50-65% of Bose Dia.
IN CROSSHATCHED AREA L H A
FACE SO THAT THE NEAREST EDGE OF THE DEVICE .C TE 8 INCHES FROM THE FACE OF THE CURB.TRUNCATED DOMES IN THE DETECTABLE WARNING I)•2
WHEELCHAIR
DETECTABLE EARMK., SURFACE SHALL MEET THE REQUIREMENTS OF THE
GEOMETRIC CONFIGURATION SHOWN.
RAMP 25 1 A 77 11 AA DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE TRUNCATED
15 1111 11 FUI 111 1477
PREDOMINANT DIRECTION OF TRAVEL TO PERMIT DOME
CONCRETE ISLAND DETAIL WHEELS TO ROLL BETWEEN DOMES.
DETECTABLE WARNING DEVICE SHALL BE 24 INCHES
BEGIN E PE SLOPE ON IN THE DIRECTION OF TRAVEL AND EXTEND O O O
A LRE PERPENDICULAR THE FULL WIDTH OF THE CURB RAMP OR FLUSH
TO TRAVEL DIRECTION SURFACE.
KI 2 RAQIUS DETECTABLE WARNING DEVICE SHALL BE ON THE ANTI)
SLOPE TRANSITION DETAILS QUALIFIED PRODUCTS LIST FOR CAST-IN-PLACE 1.6" Min. O O 0
.R. TACTILE PANELS IAOA DETECTABLE WARNING). 2A" Max.
{
1.6" Min. 0.65" Min.
2.4" Max. Bose-Bose
<<f —_—-_- HATCHED AREA•A' DETECTABLE WARNING DEVICE OETAIL
12d -J —— — ^ DENOTES CONCRETE
:`� �. M• �y — —— REQUIRED FOR ONE
TYPE I RMP.SO.YO.
~�4 Ihl — DETECTABLE WARNING DEVICE
TYPE 1(Wolk adjacenR� curb) EATTABLE DEVICE 'y i. — — GENERAL NOTES*
DETECTABLE — IN NEW CONSTRUCTION•UI.ESS OTHERWISE INDICATED ON THE PLANS.WHEELCHAIR RAMPS
EARINF DEVICE ARE TO BE PROVIDED AT ALL COWERS OF CURBED STREET INTERSECTIONS AND
A MIO-BLOCK CROSSWALK LOCATIONS.
I IN ALTERATIONS WHEELCHAIR RAPS ARE TO BE PROVIDED AT CURBED STREET INTER-
SECTIONS WITH PEDESTRIAN TRAFFIC AID MID-BLOCX CROSSWALK LOCATIONS.
THE LEWIN OF THE RMP SMALL BE SUCH THAT THE SLOPE DOES NOT EXCEED
12H.THE SURFACE TEXTUS OF TIE RMP SHALL CONFORM TO A CLASS 6
FINISH ACCORDING TO SECTION 802.14
THE NORMAL GUTTER GRADE SHALL BE MAINTAINED THROUGH THE AREA
OF SECTION A-A ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE MANUAL OF UNIFOM TRAFFIC CONTROL DEVICES
PUBLISHED BY THE FEDERAL HIFJNWAY ADMINISTRATION.
NOTE. THE MINIMUM THICKNESS OF THE RAMP•WALK.A LANDING SHALL BE X'.
a THE MINIMUM WIDTH OF THE RAMPS SHALL BE THE WALK WIDTH OR 36',
4� >Y THE CROSS SLOPE OF THE RAMPS,LEVEL LANDINGS, WHICHEVER IS GREATER
III AND SIDEWALKS SHALL NOT EXCEED 2.0%UNLESS
REQUIRED TO MATCH STREET LONGTITUDINAL GRADE. RAPS SHALL BE MODIFIED AS NECESSARY TO INSURE RTHAT THEY ARE PARALLEL
.•M LIMAS OF TO A LINE DRAWN FROM THE CENTER OF ONE RAW TO THE CENTER OF THE
S IMYMENI RAM ON THE OPPOSITE SIDE OF THE INTERSECTION.
ai^ THE 0iNfgSIONS AND QUANTITIES SHOWN ON THIS DRAWING ARE FOR
t
A ZINTERSECTION ONLY.DIMENSIONS AND QUANTITIES FOR SKEWED
`� 6�d •d Uhl �i,� INTERSECTIONS WILL VARY•AD ARE TO BE DETERMINED BY THE ENGINEER.
MAL .yS�
SIDEWALK RAMP SELECTION CRITERIA
r TYPE ICORNER L WITH WALK H M CONSTRUCTION
y OGAND AtT RAT
•
MATCH�YYFEK WIDTH YOigs BEIM FIRST FIRST TYPE 2 T ORNEROw
L I W H P WALK i i T i RAI I N
•1u3. F B CHOICE TYPE J LULA I ILMW H WALK N
DETECTABLE TECTABLE �C T T RAMP iH i T i RAi I
EARNING DE VCE TYPE 2 RMP WARt"DEVICE TYPE A ;TO
LOCATIONS(BOTH NEW CONSTRUCTION AND ALTERATIONS).
TYPE 5 TANGENT LOCATIONS ut TERATI0N5 ONLY).
LEVEL' CHOICE'i L'AOINO THIRDTYPE 6 LOCATIONS LALTERATIONS ONLY). N Y Y IF THE
-A: D4010E Y 1 AT THE ENDS OF THE RADIUS.
DETECTABLE �'N FORTH IF SITE CONSTRAINTS PREVENT THE CONSTRUCTION OF ANY OF THE TYPES LISTED.
EARIet OEnCE hl = Ih CHOICE THEN AND ONLY THEN CAN THE 12MI MAX,SLOPE ON THE RAW BE EXCEEDED 10
Uhl 2p MAX. MAX. PROVIDE ACCESS TO THE STREET LEVEL(ALTERATIONS QEYC
12'T6 THE SLOPE CAN BE STEEPENED TO A 10,1 MAX.FOR A MAX.LENGTHMAX. OF 5'ORA&I MAX.
LIMITS OF PAYMENT FOR A STANLENGTH OF 2'.SLOPES STEEPER THAN&i ME NOT ALLOWED DOER ANY
CIRCUMSTANCES.
B NOTEA IN ALTERANONS.THE SELECTION OF THE TYPE OF WHEELCHAIR RAM TO BE CONSTRUCTED
TYPE , RAMP SHALL BE BASED ON THE AMOUNT OF RIGHT-OF-WAY AVAILABLE.AD ON THE
(Welk adjacent to curb) PRESENCE OF OTHER SITE CONSTRAINTS DTILITIESBUILDINGSETC.).
THE TABLE ABOVE LISTS TIE ORDER IN WHICH THE RAINS ARE 10 BE CONSIDERED.
Nib AN ALTERATION IS DEFIED AS A PROJECT THAT CHANGES OR AFFECTS THE USE OF
LIMITfb A PEDESTRIAN PATHWAY(OVERLAYS-SIGNALIIAT ION PROJECTS•ETC.IBUT DOES NOT
PAYMENT Q
pp HwNT REQUIRE THE POF ADI OF ADDITIONAL RIGHT-OF-WAY.UALL PROJECTS THAT NEOUIIE
DETECTABLE N,$ A THE RBCNASE OF ADDITIONAL PURPOSES
ESRIGHT-OF-WAY WILL ABOVE.USUALLY BE CONSIDERED NEW
WARMMG DEVICE CONSTRUCTION FOR THE PIRWOSES ff THE CHART ABOVE.
�y THE MAX.ROADWAY IN CROSS OF TI ALLOWED
S THE 2AREAE SZI IN FRONT OF THE RAP
SMALL BE 5A'L • . r
ARKANSAS STATE WWGAWAY CQAMSSIOI
Fti 2'-ID'� I � i-n m m xiu,.nL...c a as
c�G .• F NTN.
MIN. ,m„sL -1 WHEELCHAIR RAMPS
DETEC' E �y A S'NOIC NO LIP ;.;. „' NEW CONSTRUCTION
EARNNG DEVICE o1Wc •MAICX WFA.W WIDTH AT JOINT LEVEL ,. .
fit,/ MIM„ Ar
LANDING AND ALTERATIONS
ooA wW o.•Mors a-Ao•A
B SECTION B "wgy - STANDARD pRANNG WR-ICURB tTYPE 3 GUTTER ICKESS
-M
DAIf KMKNP-IE EKY