Post on 01-Oct-2020
2/20/19
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I:\
Project
Data\
CHP\10
0783_
US36-14
88\
Desig
n\
Road
way\
Sheets\10
3793_
GB001.dgn
Sheet 2/14/2019 8:0
5:5
3
AM tk
napke
SC
HE
MA
TIC
PL
AN
0
N
50
25
100
8"
2
20
CH
P-36/
68-14.8
8/
6.5
5
199
200
201
202
203
204
205
206
207
100101
102103
104105
106107
108109
\ CONST. US-36
\ CONST. US-68
STA. 203+30.70 \ US-68 =
STA. 104+86.49 \ US-36
(NOT CENTER OF ROUNDABOUT)
BEGIN PROJECTCHP-68 SLM 6.55
END PROJECTCHP-68 SLM 6.70
BEGIN PROJECTCHP-36 SLM 14.88
END PROJECTCHP-36 SLM 15.05
S.
WA
LN
UT S
TR
EE
T
N.
WA
LN
UT S
TR
EE
T
S. L
OC
US
T S
TR
EE
T
N. L
OC
US
T S
TR
EE
T
W. MARKET STREET
E. MARKET STREET
W. COURT STREET
E. COURT STREET
USR 36
USR 36MIAMI STREET
SCIOTO STREET
MAIN S
TR
EE
T
US
R 68
FOR REFERENCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
US
R 68
MAIN S
TR
EE
T
TY
PIC
AL
SE
CTIO
NS
I:\
Project
Data\
CHP\10
0783_
US36-14
88\
Desig
n\
Road
way\
Sheets\10
0783_
GY001.dgn
Sheet 2/14/2019 8:0
5:5
6
AM tk
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3
20
CH
P-36/
68-14.8
8/
6.5
5
1
2
3
A
B
C
D
LEGEND
3 2C
MATCH EX.
A
\ CONST. US-36 OR \ CONST. US-68
ITEM 442 - 1.75" ASPHALT CONCRETE SURFACE
COURSE, 12.5 MM, TYPE A (448), AS PER PLAN
ITEM 407 - NON-TRACKING TACT COAT @ 0.085 GAL/SQYD
EXISTING ASPHALT CONCRETE
EXISTING 8" CONCRETE WALK
1 3/4" MILL/FILL
EXISTING TYPE 2 COMB. CURB AND GUTTER
EXISTING TYPE 3-B CURB
1 32 C
MATCH EX.
A1
USR 36 - SLM 14.88 TO SLM 14.93
USR 36 - SLM 15.00 TO SLM 15.05
USR 68 - SLM 6.55 TO SLM 6.61
USR 68 - SLM 6.64 TO SLM 6.70
3 2C D
MATCH EX.
A B
TYPICAL 2 - APPROACH PAVEMENT WITH SPLITTER ISLAND
1 3/4" MILL/FILL
1 32 CD
MATCH EX.
A1
VARIES
\ CONST. USR-36
USR 36 - SLM 14.93 TO SLM 14.94
USR 36 - SLM 14.99 TO SLM 15.00
TYPICAL 1 - APPROACH PAVEMENT
VARIES 13.0' to 26.5' VARIES 13.0' to 25.5'
VARIES 18.0' to 30.0' VARIES 18.0' to 26.0'
ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE,
AS PER PLAN, 1 3/4" DEPTH
TY
PIC
AL
SE
CTIO
NS
I:\
Project
Data\
CHP\10
0783_
US36-14
88\
Desig
n\
Road
way\
Sheets\10
0783_
GY002.d
gn
Sheet 2/14/2019 8:0
5:5
7
AM tk
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4
20
CH
P-36/
68-14.8
8/
6.5
5
N
VARIES
VARIESVARIES
CENTER OF
ROUNDABOUT
(SECTION F-F, LEFT HALF)
8.5'
MATCH EX.
MATCH EX.
MATCH EX.
VARIES 8'
8' VARIES1'6"
1' 1'
1' 6"1'1'
CENTER OF
ROUNDABOUT
AND STATUE
1
2
3
A
B
C
D
LEGEND
ITEM 442 - 1.75" ASPHALT CONCRETE SURFACE
COURSE, 12.5 MM, TYPE A (448), AS PER PLAN
ITEM 407 - NON-TRACKING TACT COAT @ 0.085 GAL/SQYD
EXISTING ASPHALT CONCRETE
EXISTING 8" CONCRETE WALK
EXISTING TYPE 2 COMB. CURB AND GUTTER
EXISTING TYPE 3-B CURB
TRUCK APRON
LANDSCAPED ISLAND
D B
PARKING
ISLAND
3 2A 1DD3 2A 1
LANDSCAPED ISLAND
TRUCK APRON
(SECTION F-F, RIGHT HALF)
DB 32 A1D D DB
ISLAND
WALKWAY
MATCH EX.
32 A1
TYPICAL 3 - ROUNDABOUT
TYPICAL 3 - ROUNDABOUT
1 3/4" MILL/FILL
USR 36 - SLM 14.94 TO SLM 14.99
USR 68 - SLM 6.61 TO SLM 6.64
1 3/4" MILL/FILL
USR 36 - SLM 14.94 TO SLM 14.99
USR 68 - SLM 6.61 TO SLM 6.64
ISLAND
F
F
(LEFT HA
LF)
(RIG
HT
HA
LF)
ROUNDABOUT
CENTER OF
SECTION LOCATION MAP
NOT TO SCALE
VARIES
ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE,
AS PER PLAN, 1 3/4" DEPTH
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I:\
Project
Data\
CHP\10
0783_
US36-14
88\
Desig
n\
Road
way\
Sheets\10
0783_
GN001.dgn
Sheet 2/14/2019 8:0
6:0
0
AM tk
napke
5
20
GE
NE
RA
L
NO
TE
ST
MK
CW
W
C
HP-36/
68-14.8
8/
6.5
5
ALIGNMENT AND PROFILE
THE WORK PROPOSED BY THIS PROJECT CONSISTS OF
ALIGNMENT OF THE EXISTING PAVEMENT WILL NOT BE CHANGED
TO THAT OF THE EXISTING PAVEMENT.
AND THE PROFILE OF THE PROPOSED SURFACE WILL BE SIMILAR
PLANING AND RESURFACING OF THE EXISTING PAVEMENT. THE
ITEM 254 - PATCHING PLANED SURFACE, AS PER PLAN
GENERAL SUMMARY TO BE USED AS DIRECTED BY THE ENGINEER:
THE FOLLOWING ESTIMATED QUANTITY HAS BEEN CARRIED TO THE
AND PATCHED PER 254.04.
PLANING OPERATION SHALL BE MILLED 2 INCHES (2") IN DEPTH
PAVEMENT AREAS DESIGNATED FOR PATCHING AFTER PAVEMENT
USR 68 = 15 SQ YD
AN ESTIMATED QUANTITY OF ITEM 254 - PAVEMENT PLANING,
THE APPROXIMATE WIDTH OF THE PAVEMENT PLANING WILL
WITHIN THE PLANING AREA. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FURNISHING ALL LABOR AND EQUIPMENT
ITEM 614 - MAINTAINING TRAFFIC
SHALL INCLUDE THE COST IN THE UNIT PRICE BID FOR:
NECESSARY TO MAINTAIN TRAFFIC AROUND THE CASTINGS AND
THE APPROXIMATE DEPTH OF PAVEMENT PLANING SHALL
THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN CARRIED
TO THE GENERAL SUMMARY TO BE USED AS DIRECTED BY THE
ENGINEER.
VARY FROM 13.0' TO 30.0'.
ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE
IS COMPLETED ON A DAILY OPERATION.
THE CONTRACTOR SHALL BEGIN PLACEMENT OF ITEM 441 -
ANY CASTINGS THAT REQUIRE ADJUSTING DURING CONSTRUCTION
ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL LABOR,
MATERIAL AND EQUIPMENT NECESSARY FOR THE ADJUSTMENTS OF
ITEM 638 - VALVE BOX ADJUSTED TO GRADE = 3 EACH
ITEM 611 - MANHOLE ADJUSTED TO GRADE = 7 EACH
USR 36
ITEM 638 - VALVE BOX ADJUSTED TO GRADE = 2 EACH
ITEM 611 - MANHOLE ADJUSTED TO GRADE = 1 EACH
USR 68
ASPHALT CONCRETE WITHIN FORTY EIGHT (48) HOURS AFTER
ANY NEW CASTINGS REQUIRED SHALL BE FURNISHED TO THE
ITEM 253 - PAVEMENT REPAIR, AS PER PLAN
PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH ITEM 253 -
PAVEMENT REPAIR, WITH THE FOLLOWING ADDITIONS:
THE ENGINEER SHALL DESIGNATE THE LOCATIONS AND LIMITS
OF THE AREAS TO BE REPAIRED. THE AREAS SHALL BE
ROUGHLY RECTANGULAR IN SHAPE AND SAWED OR MILLED TO A
NEAT LINE. THE DEPTH OF REMOVAL, AS DIRECTED BY THE
ENGINEER, SHALL BE SUFFICIENT TO REMOVE ALL
DETERIORATED PAVEMENT. THE ENTIRE AREA INCLUDING
VERTICAL FACES SHALL BE COATED PRIOR TO PLACING THE
REPLACEMENT MATERIAL PER 253.03. THE REPLACEMENT
THE ESTIMATED PAVEMENT REPAIR AREAS SHALL BE A MINIMUM
DIRECTED BY THE ENGINEER.
THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN CARRIED
TO THE GENERAL SUMMARY TO BE USED AS DIRECTED BY THE
ENGINEER.
THE AREAS OF ITEM 253, PAVEMENT REPAIR, AS PER PLAN
ARE LOCATED THROUGHOUT THE PROJECT LIMITS.
OF 4 FEET IN WIDTH AND 4 INCHES IN DEPTH OR AS
MATERIAL SHALL BE ITEM 301 - ASPHALT CONCRETE BASE,
PG64-22 AND DEPTH OF THE REPAIR SHALL BE MEASURED
FROM THE MILLED SURFACE.
ITEM 253 - PAVEMENT REPAIR, AS PER PLAN = 500 SQ YD
USR 36 = 400 SQ YD USR 68 = 100 SQ YD
USR 36 = 35 SQ YD
AS PER PLAN = 50 SQ YD
ITEM 254 - PATCHING PLANED SURFACE,
THE TYPICAL SECTIONS.
BE ONE AND THREE QUARTER INCHES (1 3/4") AS SHOWN ON
THERE ARE FIVE (5) INTERSECTIONS WITHIN THE LIMITS
OF THE PAVEMENT PLANING.
THERE ARE APPROXIMATELY FORTY (40) CASTINGS
DEVICES ON MANHOLE COVERS ARE PROHIBITED.
CONTRACTOR BY THE CITY OF URBANA. ADJUSTING
ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN
AS DIRECTED BY THE ENGINEER.
THE GENERAL SUMMARY AND INCLUDED IN THE PLANS TO BE USED
ASPHALT CONCRETE, AS PER PLAN HAS BEEN CARRIED TO
NOTIFIED FIVE DAYS PRIOR TO DELIVERY FOR COORDINATION.
THE CITY OF URBANA ENGINEER (937-652-4324) SHALL BE
URBANA'S STREET DEPARTMENT GARAGE AT 416 TAFT AVENUE.
ALL PAVEMENT MILLINGS SHALL BE DELIVERED TO THE CITY OF
PLAN.
OF ITEM 254 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER
PLANING THE ASPHALT CONCRETE AND INCLUDED IN THE COST
THESE CONCRETE PATCHES SHALL BE MILLED THROUGH WHEN
PLANING LIMITS THAT WERE PLACED BY THE CITY OF URBANA.
THERE ARE SMALL EXISTING CONCRETE PATCHES WITHIN THE
THE CASTINGS SHALL BE INCLUDED IN ITEMS 611 AND 638.
ITEM 442 - ASPHALT CONCRETE SURFACE COURSE, 12.5 MM,
THE MATERIAL USED FOR THE RESURFACING SHALL CONSIST OF
ONE AND THREE QUARTERS INCH (1.75") OF ITEM 442 ASPHALT
DURING THE PAVING OPERATION, THE LONGITUDINAL JOINTS
SHALL BE PLACED IN THE LOCATION OF THE LANE LINE AND
CENTER LINE MARKINGS.
THE BINDER SHALL BE PG 76-22M.
TYPE A (448), AS PER PLAN
CONCRETE SURFACE COURSE, 12.5 MM, (448), AS PER PLAN.
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Project
Data\
CHP\10
0783_
US36-14
88\
Desig
n\
Road
way\
Sheets\10
0783_
GN002.d
gn
Sheet 2/14/2019 8:0
6:0
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20
GE
NE
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W
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HP-36/
68-14.8
8/
6.5
5
ITEM 614 - MAINTAINING TRAFFIC
TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE LENGTH OF
RESTRICTED TRAFFIC ZONES SHALL BE KEPT TO A MINIMUM
CONSISTENT WITH THE SPECIFICATION REQUIREMENTS FOR
PROTECTION OF COMPLETED COURSES.
ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN
ACCORDANCE WITH CMS 614 AND OTHER APPLICABLE PORTIONS
OF THE SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES.
THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND ERECT
"GROOVED PAVEMENT" SIGNS FOR ANY PLANED SURFACE OF
THE ROADWAY REMAINING OPENED AT THE CONCLUSION OF A
WORK DAY.
PAYMENT FOR ALL LABOR, EQUIPMENT AND MATERIALS SHALL BE
INCLUDED IN THE LUMP SUM CONTRACT PRICE FOR ITEM 614,
MAINTAINING TRAFFIC, UNLESS SEPARATELY ITEMIZED IN THE
PLAN.
PAVEMENT MARKINGS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DOCUMENT THE LAYOUT OF THE EXISTING PAVEMENT MARKINGS
INCLUDING EXISTING LANE AND SHOULDER WIDTHS IN A LOG AND
SUBMIT TO THE DEPARTMENT FOR ACCEPTANCE. THE
DEPARTMENT WILL NOT ALLOW THE CONTRACTOR TO PERFORM
ANY PAVEMENT WORK FUNCTIONS (MILLING, OVERLAY, ETC.)
UNTIL ACCEPTANCE OF THE SUBMITTED EXISTING MARKING LOG.
THE CONTRACTOR SHALL COORDINATE AND CORRABORATE THE
PROPOSED LAYOUT OF ALL PAVEMENT MARKINGS PER PLAN AND
APPLICABLE STANDARD CONSTRUCTION DRAWINGS WITH THE
ITEM 614 - LAW ENFORCEMENT OFFICER (WITH PATROL CAR)
FOR ASSISTANCE DURING CONSTRUCTION OPERATIONS
USE OF LAW ENFORCEMENT OFFICERS (LEOS) BY CONTRACTORS
OTHER THAN THE USES SPECIFIED BELOW WILL NOT BE
PERMITTED AT PROJECT COST. LEOS SHOULD NOT BE USED
WHERE THE OMUTCD INTENDS THAT FLAGGERS BE USED.
IN ADDITION TO THE REQUIREMENTS OF C&MS 614 AND THE
OMUTCD, A UNIFORMED LEO WITH AN OFFICIAL PATROL CAR
(CAR WITH TOP-MOUNTED EMERGENCY FLASHING LIGHTS AND
COMPLETE MARKINGS OF THE APPROPRIATE LAW ENFORCEMENT
AGENCY) SHALL BE PROVIDED FOR THE FOLLOWING TRAFFIC
CONTROL TASKS:
* DURING THE ENTIRE ADVANCE PREPARATION AND
CLOSURE SEQUENCE WHERE COMPLETE BLOCKAGE OF TRAFFIC
IS REQUIRED.
* DURING A TRAFFIC SIGNAL INSTALLATION WHEN
IMPACTING THE NORMAL FUNCTION OF THE SIGNAL OR THE
FLOW OF TRAFFIC, OR WHEN TRAFFIC NEEDS TO BE DIRECTED
THROUGH AN ENERGIZED TRAFFIC SIGNAL CONTRARY TO THE
SIGNAL DISPLAY (E.G., DIRECTING MOTORISTS THROUGH A RED
LIGHT).
IN ADDITION TO THE REQUIREMENT OF C&MS 614 AND THE
OMUTCD, A UNIFORMED LEO WITH AN OFFICIAL PATROL CAR
(CAR WITH TOP-MOUNTED EMERGENCY FLASHING LIGHTS AND
COMPLETE MARKINGS OF THE APPROPRIATE LAW ENFORCEMENT
AGENCY) SHOULD BE PROVIDED FOR THE FOLLOWING TRAFFIC
CONTROL TASKS AS APPROVED BY THE ENGINEER:
* FOR LANE CLOSURES: DURING INITIAL SET-UP PERIODS,
TEAR DOWN PERIODS, SUBSTANTIAL SHIFTS OF A CLOSURE
POINT OR WHEN NEW LANE CLOSURE ARRANGEMENTS ARE
INITIATED FOR LONG-TERM LANE CLOSURES/SHIFTS (FOR THE
FIRST AND LAST DAY OF MAJOR CHANGES IN TRAFFIC CONTROL
SETUP).
IN GENERAL, LEOS SHOULD BE POSITIONED IN ADVANCE OF AND
ON THE SAME SIDE AS THE LANE RESTRICTION OR AT THE
POINT OF ROAD CLOSURE, AND TO MANUALLY CONTROL
TRAFFIC MOVEMENTS THROUGH SIGNALIZED INTERSECTIONS IN
WORK ZONES.
LEOS SHOULD NOT FORGO THEIR TRAFFIC CONTROL
RESPONSIBILITIES TO APPREHEND MOTORISTS FOR ROUTINE
TRAFFIC VIOLATIONS. HOWEVER, IF A MOTORIST'S ACTIONS
ARE CONSIDERED TO BE RECKLESS, THEN PURSUIT OF THE
MOTORIST IS APPROPRIATE.
THE LEOS WORK AT THE DIRECTION OF THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF
THE LEOS WITH THE APPROPRIATE AGENCIES AND
COMMUNICATING THE INTENTIONS OF THE PLANS WITH RESPECT
TO DUTIES OF THE LEOS. THE ENGINEER SHALL HAVE FINAL
CONTROL OVER THE LEOS' DUTIES AND PLACEMENT, AND WILL
RESOLVE ANY ISSUES THAT MAY ARISE BETWEEN THE TWO
PARTIES.
THE LEO SHALL REPORT IN TO THE CONTRACTOR PRIOR TO
THE START OF THE SHIFT, IN ORDER TO RECEIVE
INSTRUCTIONS REGARDING SPECIFIC WORK ASSIGNMENTS DURING
HIS/HER SHIFT. THE LEO IS EXPECTED TO STAY AT THE
PROJECT SITE FOR THE ENTIRE DURATION OF HIS/HER SHIFT.
THE LEO SHALL REPORT TO THE CONTRACTOR AT THE END OF
HIS/HER SHIFT. ONCE THE LEO HAS COMPLETED THE DUTIES
DESCRIBED ABOVE AND STILL HAS TIME REMAINING ON HIS/HER
SHIFT, THE LEO MAY BE ASKED TO PATROL THROUGH THE WORK
ZONE (WITH FLASHING LIGHTS OFF) OR BE PLACED AT A
LOCATION TO DETER MOTORISTS FROM SPEEDING. SHOULD IT
BE NECESSARY TO LEAVE THE PROJECT SITE, THE LEO SHALL
NOTIFY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE THE
LEO WITH A TWO-WAY COMMUNICATION DEVICE WHICH SHALL BE
RETURNED TO THE CONTRACTOR AT THE END OF HIS/HER SHIFT.
LEOS (WITH PATROL CAR) REQUIRED BY THE TRAFFIC
MAINTENANCE TASKS ABOVE SHALL BE PAID FOR ON A UNIT
PRICE (HOURLY) BASIS UNDER ITEM 614, LAW ENFORCEMENT
OFFICER (WITH PATROL CAR) FOR ASSISTANCE. THE FOLLOWING
ESTIMATED QUANTITIES HAVE BEEN CARRIED TO THE GENERAL
SUMMARY.
ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR
THE HOURS PAID SHALL INCLUDE ANY MINIMUM SHOW-UP TIME
REQUIRED BY THE LAW ENFORCEMENT AGENCY INVOLVED.
ANY ADDITIONAL COSTS (ADMINISTRATIVE OR OTHERWISE)
INCURRED BY THE CONTRACTOR TO OBTAIN THE SERVICES OF
AN LEO ARE INCLUDED WITH THE BID UNIT PRICE FOR ITEM 614,
LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR
ASSISTANCE.
PAVEMENT MARKINGS ON INTERSECTING ROADWAYS
THE AREA OF RESURFACING.
MARKING, THE CENTER LINE SHALL BE RE-STRIPED OVER
ROUTE. IF THE INTERSECTING ROUTE HAS A CENTER LINE
MATCH THE EXISTING EDGE LINE OF THE INTERSECTING
THE EDGE LINE SHALL BE CONTINUED AROUND ALL RADII TO
USR 68 = 20 HOURSNOTIFICATION OF TRAFFIC RESTRICTIONS
THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR
SHALL NOTIFY THE PROJECT ENGINEER IN WRITING OF ALL TRAFFIC
RESTRICTIONS AND UPCOMING MAINTENANCE OF TRAFFIC CHANGES.
THE CONTRACTOR SHALL ENSURE THE WRITTEN NOTIFICATION IS
TO MEET THE REQUIRED TIME FRAMES SET FORTH IN THE TABLE
BELOW TO INFORM SPECIAL HAULING PERMITS SECTION
(HAULING.PERMITS@DOT.OHIO.GOV) AND THE DISTRICT PUBLIC
INFORMATION OFFICE (PIO). THIS NOTIFICATION SHALL BE
RECEIVED BY THE PROJECT ENGINEER PRIOR TO THE PHYSICAL
SETUP OF ANY APPLICABLE SIGNS OR MESSAGE BOARDS.
STATUS, DATE AND TIME OF RESTRICTION, DURATION OF
RESTRICTION, NUMBER OF LANES MAINTAINED, NUMBER OF LANES
CLOSED, MINIMUM VERTICAL CLEARANCE, MINIMUM WIDTH OF
DRIVEABLE PAVEMENT DETOUR ROUTES, IF APPLICABLE, AND ANY
OTHER INFORMATION REQUESTED BY THE PROJECT ENGINEER.
ANY UNFORESEEN CONDITIONS NOT SPECIFIED IN THE PLANS
REQUIRING TRAFFIC RESTRICTIONS SHALL ALSO BE REPORTED TO
THE PROJECT ENGINEER USING THE NOTIFICATION TIME TABLE.
NOTIFICATION TIME TABLE
ITEM
CLOSURE
OF
DURATION
D7 PERMITS & PIO
NOTICE DUE TO
CLOSURES
RAMP & ROAD
>= 2 WKSPRIOR TO CLOSURE
21 CALENDAR DAYS
< 2 WKS
> 12 HRS &
PRIOR TO CLOSURE
14 CALENDAR DAYS
< 12 HRSPRIOR TO CLOSURE
4 BUSINESS DAYS
RESTRICTIONS
AND
LANE CLOSURES >= 2 WKSPRIOR TO CLOSURE
14 CALENDAR DAYS
< 2 WKSPRIOR TO CLOSURE
5 BUSINESS DAYS
CHANGES
TRAFFIC PATTERN
CONSTRUCTION &
START OF
N/A
IMPLEMENTATION
PRIOR TO
14 CALENDAR DAYS
AND SHALL LIST THE SPECIFIC LOCATION, TYPE OF WORK, ROAD
CONSTRUCTION ACTIVITIES THAT IMPACT OR INTERFERE WITH TRAFFIC
INFORMATION SHOULD INCLUDE, BUT IS NOT LIMITED TO, ALL
NIGHT WORK
USR 36 = 80 HOURS
ASSISTANCE 100 HOURS.
BETWEEN 8:00 PM TO 6:00 AM.
ALL PAVING ON USR 36 AND USR 68 SHALL BE DONE
CITY OF URBANA AND ODOT.
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Project
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CHP\10
0783_
US36-14
88\
Desig
n\
Road
way\
Sheets\10
0783_
GG001.dgn
Sheet 2/14/2019 8:0
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HP-36/
68-14.8
8/
6.5
5
SHEET NUM. PART.
ITEM
ITEM GRAND
UNIT DESCRIPTIONNO.
SHEET
SEE
5 6 8 20 04/S<2/PV 05/NHS/PV EXT TOTAL
DRAINAGE
8 7 1 611 99654 8 EACH MANHOLE ADJUSTED TO GRADE
PAVEMENT
500 400 100 253 01001 500 SY PAVEMENT REPAIR, AS PER PLAN 5
9,977 6,895 3,082 254 01001 9,977 SY PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 3/4" DEPTH 5
50 35 15 254 01601 50 SY PATCHING PLANED SURFACE, AS PER PLAN 5
849 587 262 407 20000 849 GAL NON-TRACKING TACK COAT
488 337 151 442 20001 488 CY ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448), AS PER PLAN 5
WATER WORK
5 3 2 638 10800 5 EACH VALVE BOX ADJUSTED TO GRADE
TRAFFIC CONTROL
0.46 0.35 0.11 644 00100 0.46 MILE EDGE LINE, 4"
0.31 0.2 0.11 644 00300 0.31 MILE CENTER LINE
839 780 59 644 00400 839 FT CHANNELIZING LINE, 8"
60 60 644 00500 60 FT STOP LINE
545 496 49 644 00600 545 FT CROSSWALK LINE
290 152 138 644 00700 290 FT TRANSVERSE/DIAGONAL LINE
847 748 99 644 01200 847 FT PARKING LOT STALL MARKING
28 22 6 644 01300 28 EACH LANE ARROW
585 585 644 01500 585 FT DOTTED LINE, 4"
5 4 1 644 01600 5 EACH HANDICAP SYMBOL MARKING
120 120 644 20800 120 FT YIELD LINE
MAINTENANCE OF TRAFFIC
100 80 20 614 11110 100 HOUR LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE
0.62 0.4 0.22 614 21550 0.62 MILE WORK ZONE CENTER LINE, CLASS III, 642 PAINT
0.54 0.32 0.22 614 22350 0.54 MILE WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT
1,678 1,560 118 614 23680 1,678 FT WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT
1,170 1,170 614 24610 1,170 FT WORK ZONE DOTTED LINE, CLASS III, 642 PAINT
120 120 614 26610 120 FT WORK ZONE STOP LINE, CLASS III, 642 PAINT
1,090 992 98 614 27620 1,090 FT WORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT
56 44 12 614 30650 56 EACH WORK ZONE ARROW, CLASS III, 642 PAINT
240 240 614 98100 240 FT WORK ZONE PAVEMENT MARKING, MISC.: YIELD LINE 16
INCIDENTALS
LS LS 614 11000 LS MAINTAINING TRAFFIC
LS LS 624 10000 LS MOBILIZATION
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Project
Data\
CHP\10
0783_
US36-14
88\
Desig
n\
Road
way\
Sheets\10
0783_
GS001.dgn
Sheet 2/14/2019 8:0
6:0
5
AM tk
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8
20
PA
VE
ME
NT
SU
BS
UM
MA
RY
TM
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CW
W
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HP-36/
68-14.8
8/
6.5
5
PA
RTICIP
ATIO
N
RO
UT
E
TY
PIC
AL S
EC
TIO
N
LOCATION
(L)
LE
NG
TH
(W)
WID
TH
AV
ER
AG
E
A=
Lx
W
(A)
SU
RF
AC
E
AR
EA
254 407 442
(1 3/4"
Depth)
CO
NC
RE
TE,
AS P
ER P
LA
N
PA
VE
ME
NT P
LA
NIN
G,
ASP
HA
LT
0.085
Gal/
SY
NO
N-
TR
AC
KIN
G T
AC
K C
OA
T
(1 3/4" Thic
kness)
AS P
ER P
LA
N
CO
UR
SE, 12.5
MM, T
YP
E
A (4
48),
ASP
HA
LT C
ON
CR
ET
E S
UR
FA
CE
SLM
FROM TO MILE FT FT SY SY GAL CY
4 USR 36 EB 1, 2 West of square 325 819 819 70 40
4 USR 36 WB 1, 2 West of square 325 804 804 68 39
4 USR 36 EB 1, 2 East of square 322 849 849 72 41
4 USR 36 WB 1, 2 East of square 322 918 918 78 45
5 USR 68 NB 1, 2 South of square 298 838 838 71 41
5 USR 68 SB 1, 2 South of square 298 769 769 66 38
5 USR 68 NB 1, 2 North of square 296 777 777 66 38
5 USR 68SB 1, 2 North of square 296 698 698 59 34
4 USR 36/68 3 SW Quadrant of Square 122 877 877 75 43
4 USR 36/68 3 NW Quadrant of Square 122 852 852 73 42
4 USR 36/68 3 SE Quadrant of Square 122 881 881 75 43
4 USR 36/68 3 NE Quadrant of Square 122 895 895 76 44
LEGEND FOR AUXILLARY AREAS IN "TYPICAL" COLUMN PART. SUBTOTALS
STR: SEE STRUCTURE SHEETS FOR DETAILS
RRX: RAILROAD CROSSING. SEE PLAN NOTES FOR DETAILS
INT: INTERSECTIONS
DR/MB: DRIVES AND MAILBOX APPROACHES 4 6895 587 337
5 3082 262 151
TOTALS CARRIED TO GENERAL SUMMARY 9977 849 488
787 788 789
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MA
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TA. 10
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EE S
HE
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LN
UT S
T.
NO
RT
H
WA
LN
UT S
T.
MIAMI STREET
10
\ CONST. US-36
CHP-36 SLM 14.88
BEGIN PROJECT
24.4'
25.2'
FOR REFEREFNCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
SASA
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790 791 793
PI Sta. 791+
47.20
349
350
351
10
20
CH
P-36/
68-14.8
8/
6.5
5
MATCHLINE STA. 202+00.00 SEE SHEET
MA
TC
HLIN
E S
TA. 10
3+00.00 S
EE S
HE
ET
MA
TC
HLIN
E S
TA. 10
7+00.00 S
EE S
HE
ET
MATCHLINE STA. 204+50.00 SEE SHEET
17.0'
16.0'
17.0'
16.0'
17.0'
20.9'
17.0'
17.0'
17.0'
MIAMI STREET SCIOTO STREET
ST
RE
ET
MAIN
US
R 68
ST
RE
ET
MAIN
USR 36
US
R 68
USR 36
9 11
12
13
\ CONST. USR-68
\ CONST. USR-36
18.0'
24.0'
18.5'
FOR REFEREFNCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
794 795 SA
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20
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26.6'
26.8'
MA
TC
HLIN
E S
TA. 10
7+00.00 S
EE S
HE
ET
S. L
OC
US
T S
TR
EE
T
SCIOTO STREET
N. L
OC
US
T S
TR
EE
T
10
CHP-36 SLM 15.05
END PROJECT
\ CONST. US-36
FOR REFEREFNCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
347 348
24.9'
25.1'
17.0'
24.0'
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CHP\10
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US36-14
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PL
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US-6
8
BE
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0.0
0C
HP-36/
68-14.8
8/
6.5
5
12
20
MA
TC
HLIN
E S
TA. 202+00.00 S
EE S
HE
ET
WES
T
MA
RK
ET S
T
EA
ST
MA
RK
ET S
T
MAIN STREET MAIN STREET
USR 68
CHP-68 SLM 6.55
BEGIN PROJECT
10
FOR REFEREFNCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
352 353 354
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CHP\10
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US36-14
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PL
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8
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RK
24.4'
12.0'
24.5'
24.3'
CH
P-36/
68-14.8
8/
6.5
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20
13
MA
TC
HLIN
E S
TA. 204+50.00 S
EE S
HE
ET
\ CONST. US-68
E. C
OU
RT S
TR
EE
T
10
MAIN STREET MAIN STREET
CHP-68 SLM 6.70
END PROJECT
W. C
OU
RT S
TR
EE
T
FOR REFEREFNCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
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CHP\10
0783_
US36-14
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0.0
0
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OF S
TR
EE
T
CE
NT
ER
LIN
E
OR
MA
RK
ED
OR F
AC
E
OF C
UR
B
ED
GE
OF P
AV
EM
EN
T
*CROSSWALK DETAIL
T.P.
14
20
CH
P-36/
68-14.8
8/
6.5
5P
AV
EM
EN
T
MA
RKIN
G
PL
AN
8'
MA
TC
HLIN
E S
TA. 10
3+00
DIRECTION OF TRAVEL
ITEM 644, EDGE LINE, WHITE
PAVEMENT MARKING LEGEND
YL ITEM 644, YIELD LINE, WHITE
ITEM 644, EDGE LINE, YELLOW
ITEM 644, CROSSWALK, WHITE*
SL ITEM 644, STOP LINE, WHITE
TLY
ITEM 644, CENTER LINE, DOUBLE YELLOW
ITEM 644, CHANNELIZING LINE, WHITE
ITEM 644, TRANSVERSE LINE, YELLOW
XW
CH
ELY
ELW
CL
10'
1'
3' 2'5'
PL ITEM 644, PARKING LINE, WHITE
PL
PL
+80 +33
+67
+61+88+81
12'
12'
12'
8'
8'
12'
+60
+60
XW
XW
CLD
CL
+28
+80
CLD ITEM 644, CENTER LINE, DASHED, YELLOW
XW
2'
PLELW
PL
ELW PL
NO
RT
H
WA
LN
UT S
T. (O
NE
WA
Y)
SO
UT
H
WA
LN
UT S
T. (O
NE
WA
Y)
FOR REFERENCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
12'
8'
2'
USR 36 - MIAMI ST.
SE
E S
HE
ET
S 15
& 16
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0783_
US36-14
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RO
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BO
UT
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15
20
CH
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6.5
5P
AV
EM
EN
T
MA
RKIN
G
PL
AN
MATCHLINE STA. 202+00
MA
TC
HLIN
E S
TA. 10
7+00
SE
E S
HE
ET
MATCHLINE STA. 204+50
SEE SHEET
MA
TC
HLIN
E S
TA. 10
3+00
SE
E S
HE
ET
USR 36 - MIAMI ST
USR 36 - SCIOTO ST
N
MAIN S
T
S
MAIN S
T
US
R 68
US
R 68
14
17
19
FOR REFERENCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
SEE SHEET 18
14'
15'
17'
66.7'66.7'
12'
34.9'
8'
17'
15'
17'
12'
12'
14'
15'
15'
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CHP\10
0783_
US36-14
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3793_
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AM tk
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N
10
20
40
RO
UN
DA
BO
UT
8"
PA
VE
ME
NT
MA
RKIN
G
PL
AN
16
20
CE
NT
ER
OF S
TR
EE
T
CE
NT
ER
LIN
E
OR
MA
RK
ED
OR F
AC
E
OF C
UR
B
ED
GE
OF P
AV
EM
EN
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*CROSSWALK DETAIL
CH
P-36/
68-14.8
8/
6.5
5
\ CONST. US-36
MATCHLINE STA. 202+00
MA
TC
HLIN
E S
TA. 10
7+00
SEE SHEET
SE
E S
HE
ET
MATCHLINE STA. 204+50
SEE SHEET
MA
TC
HLIN
E S
TA. 10
3+00
SE
E S
HE
ET
ELY
CL
CL
ELY
ELY
ELY
ELY
ELY
ELY
ELY
ELW
ELW
ELW
ELW
CH
CH
CH
CHYL
YLYL
YL
PL
PL
PL
PL
DLW
DLW
DLW
DLW
15'
15'
13'
+41S
+44S
+34S
+04S
+56S+05S
+05S
+34S
+68S
+40S
+80S
+80S
+60S
+65S
+21M
+78S
+29S
+33S
9.5'
9.5'
19.0'
9.5'9.5'9.5'9.5'
19.0'
20.0'
9.5'
9.5'9.5'9.5'9.5'
19.0'
19.0'
8.6'8.5'9.5'9.5'
9.5'
9.5'
19.0'
19.0'
+90S
+90S
+83S
+83S
+64M +62M
+96M+96M
+69M
+72M+81M
+80M
+38M+48M
+77M
+74M
+82M +87M
+21M
+41S
+39S
XW
XW
XW
XW
XW
XW
XW
XW
+11S
+10S
+64S
+50S
+02M+05M
+29M
+35M
19.0'
ELW
+97M
+81M
+55M
DLWDLW
+54M
ELW
+07S
+77S
DLW
+22S
+73S
DLW
ELW
+77M
+03M
+36S+60M
+05M
+79M
DLW
+68S
+00S
ELW
+99S
SCIOTO ST
N MAIN ST
15'
15'
CL
+28M
TLY
TLY
9.5'8.3'9.5'9.5'
9.5'
+36M
+80S
+97S
17'
9.5'
9.5'9.5'
9.5'
9.5'
10.0'
13.7'
12.3'
CLD
6"
6"
6" 6"
6"
4"
6"
MIAMI ST
USR 36
US-68
S MAIN ST
USR 36
USR 68
14
17
18
19
DIRECTION OF TRAVEL
ITEM 644, EDGE LINE, WHITE
PAVEMENT MARKING LEGEND
YL ITEM 644, YIELD LINE, WHITE
ITEM 644, EDGE LINE, YELLOW
ITEM 644, CROSSWALK, WHITE*
SL ITEM 644, STOP LINE, WHITE
TLY
ITEM 644, CENTER LINE, DOUBLE YELLOW
ITEM 644, CHANNELIZING LINE, WHITE
ITEM 644, TRANSVERSE LINE, YELLOW
XW
CH
ELY
ELW
CL
10'
1'
3' 2'5'
PL ITEM 644, PARKING LINE, WHITE
CLD ITEM 644, CENTER LINE, DASHED, YELLOW
FOR REFERENCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
9'
12'
13'
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CHP\10
0783_
US36-14
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Road
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Sheets\10
3793_
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AM tk
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N
10
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40
ST
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10
7+0
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OJ
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17
20
CH
P-36/
68-14.8
8/
6.5
5P
AV
EM
EN
T
MA
RKIN
G
PL
AN
CE
NT
ER
OF S
TR
EE
T
CE
NT
ER
LIN
E
OR
MA
RK
ED
OR F
AC
E
OF C
UR
B
ED
GE
OF P
AV
EM
EN
T
*CROSSWALK DETAIL
+91
15
& 16
MA
TC
HLIN
E S
TA. 10
7+00
+65
+90
9'
9'
9'
TLYCL
PL
+09
+09
XW
ELW
ELW
PL
PL
LO
CU
ST S
T (O
NE
WA
Y)
+22
CLD
+92
13'
SE
E S
HE
ET
LO
CU
ST S
T (O
NE
WA
Y)
USR 36 - SCIOTO ST.
FOR REFERENCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
DIRECTION OF TRAVEL
ITEM 644, EDGE LINE, WHITE
PAVEMENT MARKING LEGEND
YL ITEM 644, YIELD LINE, WHITE
ITEM 644, EDGE LINE, YELLOW
ITEM 644, CROSSWALK, WHITE*
SL ITEM 644, STOP LINE, WHITE
TLY
ITEM 644, CENTER LINE, DOUBLE YELLOW
ITEM 644, CHANNELIZING LINE, WHITE
ITEM 644, TRANSVERSE LINE, YELLOW
XW
CH
ELY
ELW
CL
10'
1'
3' 2'5'
PL ITEM 644, PARKING LINE, WHITE
CLD ITEM 644, CENTER LINE, DASHED, YELLOW
14'
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Project
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CHP\10
0783_
US36-14
88\
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Road
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3793_
TP004.d
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Sheet 2/14/2019 8:0
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AM tk
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10
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BE
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WO
RK
TO
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18
20
C
HP-36/
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8/
6.5
5P
AV
EM
EN
T
MA
RKIN
G
PL
AN
EA
ST
MA
RK
ET S
T
+65
+65+80
+41+98 +24
+63+07+77 +38
+88
CH
CL
SL
CH
TLY
+91
+21
12'
10'
12'
25'
9'
9'
9'
9'
9'
10'
12'
9'
+08 15
& 16
MA
TC
HLIN
E S
TA. 202+00
ELY
ELY
+98
PL ELW
PL
PL
ELWPL
PL
WES
T
MA
RK
ET S
T
SE
E S
HE
ET
S
FOR REFERENCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
S MAIN ST.
USR 68
DIRECTION OF TRAVEL
ITEM 644, EDGE LINE, WHITE
PAVEMENT MARKING LEGEND
YL ITEM 644, YIELD LINE, WHITE
ITEM 644, EDGE LINE, YELLOW
ITEM 644, CROSSWALK, WHITE*
SL ITEM 644, STOP LINE, WHITE
TLY
ITEM 644, CENTER LINE, DOUBLE YELLOW
ITEM 644, CHANNELIZING LINE, WHITE
ITEM 644, TRANSVERSE LINE, YELLOW
XW
CH
ELY
ELW
CL
PL ITEM 644, PARKING LINE, WHITE
CLD ITEM 644, CENTER LINE, DASHED, YELLOW
HO
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Project
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CHP\10
0783_
US36-14
88\
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Road
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Sheets\10
3793_
TP005.d
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Sheet 2/14/2019 8:0
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8
AM tk
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BP
T
EM
W
N
10
20
40
ST
A.
20
4+5
0
TO
EN
D
WO
RK
19
20
CH
P-36/
68-14.8
8/
6.5
5P
AV
EM
EN
T
MA
RKIN
G
PL
AN
CL
+61
15
& 16
MA
TC
HLIN
E S
TA. 204+50
NORTH MAIN ST.
EA
ST C
OU
RT S
T.
WES
T C
OU
RT S
T.
CH
TLY
+59+61
9'
9'
9'
8'
+56
+97
+36+86 +80
+52
12'
12' +97
11'
+68
12'
PLELW
PL
PL
ELW
XW
+03
+01
+97
+67
SL
PL
PL+59
SE
E S
HE
ET
S
USR 68
5'
FOR REFERENCE ONLY - THIS SHEET WAS COPIED FROM THE LPA PROJECT CHP-36-14.88 (PID 103793)
DIRECTION OF TRAVEL
ITEM 644, EDGE LINE, WHITE
PAVEMENT MARKING LEGEND
YL ITEM 644, YIELD LINE, WHITE
ITEM 644, EDGE LINE, YELLOW
ITEM 644, CROSSWALK, WHITE*
SL ITEM 644, STOP LINE, WHITE
TLY
ITEM 644, CENTER LINE, DOUBLE YELLOW
ITEM 644, CHANNELIZING LINE, WHITE
ITEM 644, TRANSVERSE LINE, YELLOW
XW
CH
ELY
ELW
CL
PL ITEM 644, PARKING LINE, WHITE
CLD ITEM 644, CENTER LINE, DASHED, YELLOW
CA
LC
UL
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Project
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CHP\10
0783_
US36-14
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6:3
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AM tk
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20
20
BA
B
TM
K
P
AV
EM
EN
T
MA
RKIN
G
SU
BS
UM
MA
RY
CH
P-36/
68-14.8
8/
6.5
5
PART. 5
PART. 4
PA
RTICIP
ATIO
N
RO
UT
E
SLM / LOCATION
644 644 644 644 644 644 644 644 644 644 644 644 644 614 614 614 614 614 614 614 614 614
ED
GE LIN
E, 4"
WHIT
E
ED
GE LIN
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FROM TO MILE MILE MILE MILE FT FT FT FT FT EACH FT EACH FT MILE MILE MILE FT FT FT FT EACH FT
4 US-36 100+39 103+00 0.06 0.01 0.08 76 40 3 0.02 0.16 0.12 152 6
4 US-36 103+00 107+00 0.04 0.19 0.02 0.01 780 340 681 18 585 4 120 0.04 0.02 0.08 1560 1170 680 36 240
5 US-68 103+00 107+00 26 4 8
4 US-36 107+00 109+30 0.06 0.06 0.02 80 152 27 1 0.12 0.04 0.12 160 2
5 US-68 199+65 202+00 0.05 0.03 59 30 62 54 1 0.06 0.1 118 60 2
5 US-68 204+50 207+03 0.06 0.08 30 49 50 45 1 1 0.16 0.12 60 98 2
SUBTOTALS
0.16 0.19 0.09 0.11 780 0 496 152 748 22 585 4 120 0.18 0.22 0.32 1560 1170 0 992 44 240
0.11 0 0.11 0 59 60 49 138 99 6 0 1 0 0.22 0 0.22 118 0 120 98 12 0
TOTALS CARRIED TO GENERAL SUMMARY 0.27 0.19 0.20 0.11 839 60 545 290 847 28 585 5 120 0.4 0.22 0.54 1678 1170 120 1090 56 240