2/20/19 - Urbana, Ohio...1 3/4" mill/fill usr 36 - slm 14.94 to slm 14.99 usr 68 - slm 6.61 to slm...

2/20/19

http://www.dot.state.oh.us/Divisions/Engineering/Pavement/Pages/Standard-Construction-Drawings.aspx

http://www.dot.state.oh.us/Divisions/Engineering/Hydraulics/Pages/HydraulicStandardConstrDrawings.aspx

http://www.dot.state.oh.us/Divisions/Engineering/Hydraulics/Pages/HydraulicStandardConstrDrawings.aspx

http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentMaintainingTraffic(MT)SCDs.aspx





http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentTrafficControl(TC)SCDs.aspx





http://www.dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/Pages/ProposalNotesSupplementalSpecificationsandSupplements.aspx

http://www.dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/Pages/ProposalNotesSupplementalSpecificationsandSupplements.aspx



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CHP\10

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199

200

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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

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WA

LN

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US

T S

TR

EE

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N. L

OC

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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

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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

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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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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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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

([email protected]) 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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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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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

SA

SA

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RIZ

ON

TA

L

SC

AL

E IN F

EE

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CA

LC

UL

AT

ED

CH

EC

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D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

GP001.dgn

Sheet 2/14/2019 8:0

6:0

7

AM tk

napke

0

N

10

20

40

BE

GIN

PR

OJ

EC

T

TO

ST

A.

10

3+5

0.0

0

PL

AN

US-3

6

9

20

CH

P-36/

68-14.8

8/

6.5

5

MA

TC

HLIN

E S

TA. 10

3+00.00 S

EE S

HE

ET

SO

UT

H

WA

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

SA

SA SA

SASA

SA

SASA

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

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CH

EC

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D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

GP002.d

gn

Sheet 2/14/2019 8:0

6:0

9

AM tk

napke

0

N

10

20

40

PL

AN

US-3

6

ST

A.

10

3+5

0.0

0

TO

ST

A

10

7+0

0.0

0

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'


794 795 SA

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

GP003.d

gn

Sheet 2/14/2019 8:0

6:12

AM tk

napke

0

N

10

20

40

PL

AN

US-3

6

ST

A.

10

7+0

0.0

0

TO

EN

D

PR

OJ

EC

T

11

20

CH

P-36/

68-14.8

8/

6.5

5

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


347 348

24.9'

25.1'

17.0'

24.0'

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

GP004.d

gn

Sheet 2/14/2019 8:0

6:14

AM tk

napke

0

N

10

20

40

PL

AN

US-6

8

BE

GIN

WO

RK

TO

ST

A.

20

2+0

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


352 353 354

SA

SA

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

GP005.d

gn

Sheet 2/14/2019 8:0

6:16

AM tk

napke

0

N

10

20

40

PL

AN

US-6

8

ST

A.

20

4+5

0.0

0

TO

EN

D

WO

RK

24.4'

12.0'

24.5'

24.3'

CH

P-36/

68-14.8

8/

6.5

5

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


HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

TP001.dgn

Sheet 2/14/2019 8:0

6:18

AM tk

napke

0

N

10

20

40

BE

GIN

PR

OJ

EC

T

TO

ST

A.

10

3+5

0.0

0

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

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)


12'

8'

2'

USR 36 - MIAMI ST.

SE

E S

HE

ET

S 15

& 16

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

TP002

B.d

gn

Sheet 2/14/2019 8:0

6:2

0

AM tk

napke

0

N

10

20

40

RO

UN

DA

BO

UT

8"

15

20

CH

P-36/

68-14.8

8/

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


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


SEE SHEET 18

14'

15'

17'

66.7'66.7'

12'

34.9'

8'

17'

15'

17'

12'

12'

14'

15'

15'

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

TP002

C.d

gn

Sheet 2/14/2019 8:0

6:2

2

AM tk

napke

0

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

T

*CROSSWALK DETAIL

CH

P-36/

68-14.8

8/

6.5

5

\ CONST. US-36


MA

TC

HLIN

E S

TA. 10

7+00

SEE SHEET

SE

E S

HE

ET


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







TLY




XW

CH

ELY

ELW

CL

10'

1'

3' 2'5'




9'

12'

13'

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

TP003.d

gn

Sheet 2/14/2019 8:0

6:2

4

AM tk

napke

0

N

10

20

40

ST

A.

10

7+0

0

TO

EN

D

PR

OJ

EC

T

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.


DIRECTION OF TRAVEL







TLY




XW

CH

ELY

ELW

CL

10'

1'

3' 2'5'



14'

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

TP004.d

gn

Sheet 2/14/2019 8:0

6:2

6

AM tk

napke

0

N

10

20

40

BE

GIN

WO

RK

TO

ST

A.

20

2+0

0

18

20

C

HP-36/

68-14.8

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


S MAIN ST.

USR 68

DIRECTION OF TRAVEL







TLY




XW

CH

ELY

ELW

CL



HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

3793_

TP005.d

gn

Sheet 2/14/2019 8:0

6:2

8

AM tk

napke

0

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'


DIRECTION OF TRAVEL







TLY




XW

CH

ELY

ELW

CL



CA

LC

UL

AT

ED

CH

EC

KE

D

I:\

Project

Data\

CHP\10

0783_

US36-14

88\

Desig

n\

Road

way\

Sheets\10

0783_

TS001.dgn

Sheet 2/14/2019 8:0

6:3

0

AM tk

napke

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

E, 4"

YE

LL

OW

DO

UB

LE S

OLID

CE

NT

ER LIN

E

SO

LID

DA

SH

CE

NT

ER LIN

E

CH

AN

NE

LIZIN

G LIN

E, 8"

ST

OP LIN

E

CR

OSS

WA

LK LIN

E

YE

LL

OW

TR

AN

SV

ER

SE/

DIA

GO

NA

L LIN

E

PA

RKIN

G L

OT S

TA

LL

MA

RKIN

G

LA

NE

AR

RO

W

DO

TT

ED LIN

E, 4"

HA

NDIC

AP S

YM

BO

L

MA

RKIN

G

YIE

LD LIN

E

DO

UB

LE S

OLID

III, 642 P

AIN

T

WO

RK Z

ON

E C

EN

TE

R LIN

E, C

LA

SS

SO

LID

DA

SH

III, 642 P

AIN

T

WO

RK Z

ON

E C

EN

TE

R LIN

E, C

LA

SS

WHIT

E

4", 642 P

AIN

T

WO

RK Z

ON

E E

DG

E LIN

E, C

LA

SS III,

CL

ASS III, 8", 642 P

AIN

T

WO

RK Z

ON

E C

HA

NN

ELIZIN

G LIN

E,

III, 642 P

AIN

T

WO

RK Z

ON

E

DO

TT

ED LIN

E, C

LA

SS

III, 642 P

AIN

T

WO

RK Z

ON

E S

TO

P LIN

E, C

LA

SS

CL

ASS III, 642 P

AIN

T

WO

RK Z

ON

E C

RO

SS

WA

LK LIN

E,

642 P

AIN

T

WO

RK Z

ON

E

AR

RO

W, C

LA

SS III,

YIE

LD LIN

E

MIS

C.:

WO

RK Z

ON

E P

AV

EM

EN

T

MA

RKIN

G,

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

2/20/19 - Urbana, Ohio...1 3/4" mill/fill usr 36 - slm 14.94 to slm 14.99 usr 68 - slm 6.61 to slm...

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Transcript of 2/20/19 - Urbana, Ohio...1 3/4" mill/fill usr 36 - slm 14.94 to slm 14.99 usr 68 - slm 6.61 to slm...