FUL-COUNTY ROAD H FULTON COUNTY, OHIO INDEX OF SHEETS: TITLE SHEET TYPICAL SECTIONS GENERAL NOTES 5-7 MAINTENANCE OF TRAFFIC 8

(1)

CONSTRUCTIONPROJECTNO.RAILROADINVOLVEMENTFEDERALPROJECTNO.PIDNO.

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41 1

N

APPROVED APPROVED

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

SCALE IN MILES

0 1 2 3 4

PORTION TO BE IMPROVED INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS OTHER ROADS

DESIGN YEAR ADT (20 )

DESIGN HOURLY VOLUME (20 ) DIRECTIONAL DISTRIBUTION TRUCKS (24 HOUR B&C) DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

NHS PROJECT

PLAN PREPARED BY:

SIGNED:

DATE:

STANDARD CONSTRUCTION DRAWINGS FEDERAL ROUTES

STATE ROUTES

ENGINEERS SEAL:

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

SPECIFICATIONS SUPPLEMENTAL

PROVISIONS SPECIAL

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

THE STANDARD SPECIFICATIONS OF THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

2019 SPECIFICATIONS

PLANS AND CHANGES LISTED IN THE PROPOSAL SHALL SUPPLEMENTAL SPECIFICATIONS LISTED IN THE

GOVERN THIS IMPROVEMENT.

EARTH DISTURBED AREAS

Before You Dig Before You Dig

Contact Two Working Days

OHIO811, 8-1-1, or 1-800-362-2764

UNDERGROUND UTILITIES

www.dgl-ltd.com PHONE: 419.535.1015

MAUMEE, OH 43537 3455 BRIARFIELD BLVD. SUITE E DGL CONSULTING ENGINEERS, LLC

CURRENT ADT (2017)

400 2685 2200

55 55

NO

RURAL MAJOR COLLECTOR

FULTON COUNTY, OHIO

O H I O & I N D I A N A R . R .

LATITUDE: 41°35'17.11" LONGITUDE: 84°02'0.70"

TITLE SHEET 1

TYPICAL SECTIONS GENERAL NOTES

GENERAL SUMMARY 9-10

PROJECT SITE PLAN

F U L - C . R . H

52%

20%

FUL-COUNTY ROAD H

APPROVED APPROVED

DATE FRANK T. ONWELLER, P.E., P.S., FULTON COUNTY ENGINEER

DATE JEFF RUPP, FULTON COUNTY COMMISSIONER

DATE JON RUPP, FULTON COUNTY COMMISSIONER

DATE JOSEPH SHORT, FULTON COUNTY COMMISSIONER 2-4

5-7 MAINTENANCE OF TRAFFIC 8

11-13

BEING MILLED AND RESURFACED.

AT SR 109 WITH THE LAST 230 FEET OF THE PROJECT 0.42 MILE` STRETCH OF COUNTY ROAD H BEGINNING RECONSTRUCT WITH FLEXIBLE PAVEMENT BUILD FOR A REMOVE EXISTING ASPHALT & CONCRETE PAVEMENT AND

SUBSUMMARY

PLAN & PROFILE CROSS-SECTIONS

INTERSECTION DETAIL DRIVE DETAIL

TRAFFIC CONTROL

14-15 16-20 21-35 36 37 38-41

BP-4.1 7/19/2013 BP-5.1 1/18/2019

CB-1.1 7/19/2019 MH-1.2 1/15/2016 DM-1.1 7/17/2020 DM-1.2 1/18/2013

800 1/15/2021 832 10/19/2018

3.07 ACRES 0 ACRES 3.07 ACRES

SHEET 8.

THAT DETOURS WILL BE PROVIDED AS INDICATED ON THE CLOSING TO TRAFFIC OF THE HIGHWAY AND

THE MAKING OF THIS IMPROVEMENT WILL REQUIRE I HEREBY APPROVE THESE PLANS AND DECLARE THAT

TC-41.3010/18/2013 TC-42.20

TC-65.10 TC-65.11 TC-71.10

TC-41.30 TC-42.20 TC-65.10 TC-65.11 TC-71.10

10/18/2013 10/18/2013 1/17/2014 7/21/2017

1/19/2018

RICHARD J.

MCGUCKIN E-54615 AT

E S

T

OF

NA I O

L S

S F

E R

O

P

EN IN G

E

R

E O

H I O

R

EGI E

ER D ST

3/9/2021

27

36 25 9 7

8

15 14 16

17 17

13

23

22 24

21

20 20

2 3

4

5 5

1 26

8 10 11 12

5 4 3 2 1 6 5

11 9 10

35 28

33 34

32 32

29

31

8 8

12

Delta Reservoir Creek

Sw an C

re e k

Fewless

B ad B

ad C

re ek Bad

Creek

Ba d

Cre ek

C-L C-L

C-J C-J

C-H C-H C-H

C-12

C-K C-K

C-L

C-10-2 C-5-2

C-F

C-7-2 C-7

C-8-1

C-F

C-E

C-7-1 C-6-2

C-FG

C-6-1 C-6

C-8-2

C-E

C-G

C-6 -3 C

-8

C-G

DELTA

PIKE

South Delta

Valley Winameg

ROGERS ST

PALMWOOD ST

MAPLEWOOD ST

FERNWOOD ST

MONROEST

HELVETIA ST

EASTWOOD

DR

WILSONST CAMELOT WESTMHP

EDGEWOOD ST

PROVIDENCE

ST NORTHWOOD DR

MEADOW LANEDR HAWTHORNE

DR

LINWOOD ST P ANTHERPRIDEDR

HIDDEN

RIDGEDR

LOCUST ST

GREENVIEW DR

SCHOOLSERVICEDRIVEC

HOLLY LN

HARVEST LN MELODY LN JACKSONST

VANBURENST

MCKINLEY ST

NMADISON ST HARRISONST INDUSTRIAL DR

SCHOOLSERVICE DRIVEB

REDBUD LN

W MAIN ST

ELMWOOD ST

WASHINGTONST

JEFFERSON ST

JEFFERSON

ST

HIGHLAND AVE

OAKVIEWDR

GREEN ACRES MHP

YELLOWSTONELN

CASCADELN

GLENWOODST

GLACIERLN PARKWOODDR

SUPERIORSTLINCOLNST

OAKVIEW APTS DEPOTST ADAMSSTPELTON DR

GREENRIDGE DR

PEARTREELN

AMBER LN DOGWOODLN

CRABTREELN

LINWOOD COURT MHP ADRIAN

ST WOOD

ST

TAYLOR

ST

CORDFG

JEFFERSON

ST CORD6-2

Indiana&Ohio Railway

Indiana&OhioRailway Norfolk Southern Corporation

80

109

20A

BEGIN PROJECT STA 10+20.17 SLM 15.20

STA 31+80.00 SLM 15.64 END PROJECT

SHT 6 UPDATED FOR BENCHMARKS 2021-06-08

(2)

1.5'` 12.0'` 12.0'` 1.5'`

1.5'` 10.5'` 10.5'` 1.5'`

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2 41

T Y P I C A L S E C T I O N S F U L - C . R . H

B

3"

D

8"

0.021` 0.021`

0.04` 0.04`

8

B

D A

EXISTING LEGEND

E AGGREGATE BASE

F

ASPHALT CONCRETE SURFACE COURSE

ASPHALT CONCRETE INTERMEDIATE COURSE

ASPHALT CONCRETE BASE

SUPERBERM

EXISTING SECTION C.R. H

A E

4"

F

6"

B D

8 A E F

1.5" 1.5" 3" 8" 4" 6"

| CONST C.R. H

VARIES

STA. 10+20 TO STA 16+50

0.021` 0.021`

0.04` 0.04`

EXISTING SECTION C.R. H

| CONST C.R. H

VARIES

STA. 16+50 TO STA 31+80

C G C G

5" 5"

C ASPHALT

G STONE - VARIES 3" TO 6"

8 8

SEE SHEET 3 FOR LEGEND

(3)

2' 4' 12' 12' 4' 2'

2' 4' 12' 12'

3 41

T Y P I C A L S E C T I O N S F U L - C . R . H

B

6" 14" 4"

1'-8.25"

8"

0.021 0.021

0.04 0.04

4 2 4 5 6 7 1 4 2 4 5 6 7

0.08 0.08

2

ITEM 442 - 1 •" ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (446)

4

ITEM 442 - 1 ƒ" ASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446)

5

6

ITEM 407 - NON-TRACKING TACK COAT

7 1

ITEM 301 - 9" ASPHALT CONCRETE BASE, PG64-22

PROPOSED NORMAL SECTION C.R. H

EDGE COURSE DETAIL

442 301

304

206 1

ITEM 304 - 6" AGGREGATE BASE

ITEM 206 - CEMENT STABILIZATION, 14 INCHES DEEP

| CONST C.R. H

LEGEND

B

C A

EXISTING LEGEND

8 ITEM 202 - PAVEMENT REMOVED, AS PER PLAN

D AGGREGATE BASE

E

ASPHALT CONCRETE SURFACE COURSE

ASHPALT CONCRETE INTERMEDIATE COURSE

ASPHALT CONCRETE BASE

SUPERBERM

2 LIFTS @ 4.5"

9

10

ITEM 605 - 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC

3 ITEM 442 - ASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (446) (T=VARIABLE)

0.021 0.021

0.04

4 2 4 5 6 7 1 4 2 4 5 6 7

0.08

1

| CONST C.R. H

9 0.08

9 9

9

PROPOSED NORMAL SECTION CURBED C.R. H

11

11 ITEM 609 - CURB, TYPE 6, AS PER PLAN

STA. 22+88.50 TO STA 23+18.50

STA. 23+38.80 TO STA 23+68.80 (OPPOSITE HAND) B

301

304

206 442 2 LIFTS @ 4.5"

9 11

CURBED EDGE COURSE DETAIL

TAPER CURB FROM 8" TO 0" FROM STA. 23+58.80 TO 23+68.80 TAPER CURB FROM 0" TO 8" FROM STA. 22+38.80 TO 23+48.80 2.5' STA. 23+38.80 TO STA 23+68.80

TAPER CURB FROM 8" TO 0" FROM STA. 23+08.50 TO 23+18.50 TAPER CURB FROM 0" TO 8" FROM STA. 22+88.50 TO 22+98.50 0.75' STA. 22+88.50 TO STA 23+18.50

3" R

5"

STA. 10+20.00 TO STA 22+88.50

STA. 23+68.80 TO STA. 29+50.00

3:1

3:1 3:1

3:1

2' 2'

3:1 3:1

2'

3:1

2' C C 2' TO 3' STA. 16+50 TO STA. 17+00

3' TO 4' STA. 17+00 TO STA. 22+50

D

5' TO 3' STA. 30+50 TO STA. 30+75

D 5' STA. 24+00

STA. 19+00 TO STA. 20+50 VARIES SEE CROSS SECTIONS

4' ROUNDING ROUNDING

4' ROUNDING

ROUNDING

STA. 23+18.50 TO STA 23+38.80

A A

A

TAPER SHOULDER FROM 0.75' TO 4' RIGHT TAPER SHOULDER FROM 4' TO 2.5' LEFT STA 23+18.50 TO STA. 23+38.80

(SEE PAVEMENT, AS PER PLAN ON SHEET 7) D

4'

C 4'

ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE

4" 6" 6" 2"

(4)

2'

4 41

T Y P I C A L S E C T I O N S F U L - C . R . H

4'

| CONST C.R. H

STA. 29+50 TO STA 31+80

C G

5"

SAW CUT

10

3.25"

VARIES

0.021 0.04 0.021

VARIES

0.021 0.04

F G

CROWN

VAR.

H

VARIES 12' TO 11.04' LT - STA. 29+50.00 TO STA. 31+80.00 VARIES 12' TO 8.89' RT - STA. 29+50.00 TO STA. 31+80.00

CROWN TRANSITION 0' TO 1.59' LT - STA. 29+50.00 TO STA. 31+80.00

2'

VARIES VARIES

4 2

4 5

6 1

OF PAVT.

EX. EDGE

8 4

2

4 5

6

1

8 SAW CUT

10

3.25"

1 4 3

0.08 2'

4 1 4 3 4 C G

5"

PROPOSED PAVMENT WIDENING / MILL AND RESURFACE SECTION C.R. H

0.021

VAR VAR

OF PAVT.

EX. EDGE

9 9

FOR LEGEND SEE SHEET 3 3:1

3:1 2'

3:1 3:1

2'

VARIES 4' TO 0.33' RT - STA. 29+50.00 TO STA. 31+80.00 D

E

D E

VARIES 4' TO 0.78' - STA. 29+50.00 TO STA. 31+80.00

ROUNDING 4'

ROUNDING

(5)

CALCULATED CHECKED

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5 41

G E N E R A L N O T E S

ADC SEA

F U L - C . R . H

UNITS ARE IN U.S. SURVEY FEET.

LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT CONSTRUCTION LIMITS TOGETHER WITH THEIR RESPECTIVE

OWNERS:

THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE AS OBTAINED FROM THE OWNERS AS REQUIRED BY

419.674.1124

KENTON, OH 43326

225 WEST COLUMBUS ST WINDSTREAM OHIO

OF THE ENGINEER.

BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION REMOVAL AND RE-ERECTION OF THE TRAFFIC CONTROL SIGNS FAILURE TO PROVIDE THIS NOTICE WILL RESULT IN THE

WHERE TRAFFIC CONTROL DEVICES MUST BE RELOCATED.

NOTICE OF THEIR INTENT TO BEGIN WORK IN THOSE AREAS TO GIVE FULTON COUNTY AT LEAST A THREE WORKING DAY WORK, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR DEPARTMENT. TO ALLOW FOR PROPER SCHEDULING OF THE CONSTRUCTION BY THE FULTON COUNTY HIGHWAY

OPERATIONS WILL BE RELOCATED OR REMOVED PRIOR TO WHICH CONFLICT WITH THE PROPOSED CONSTRUCTION ANY EXISTING TRAFFIC CONTROL SIGNS OR DELINEATORS

CONDUIT ITEM.

INCLUDED IN THE CONTRACT PRICE FOR THE RESPECTIVE PAYMENT FOR ALL THE OPERATION ABOVE SHALL BE

AFFECTED BY THE INTERFERENCE WITH AN EXISTING FACILITY.

PORTION OF THE PROPOSED CONDUIT WHICH WOULD BE BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY

CONSTRUCTED AS SHOWN ON THE PLAN, THE ENGINEER SHALL INTERSECT AN EXISTING SEWER OR UNDERGROUND UTILITY IF IF IT IS DETERMINED THAT THE PROPOSED CONDUIT WILL VARIANCE IN THE EXISTING ELEVATIONS.

OF THE PROPOSED CONDUIT WHICH WILL BE AFFECTED BY THE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION CHANGE OF PLAN CONDUIT SLOPE, THE ENGINEER SHALL BE DIFFERS FROM THE PLAN ELEVATION OR RESULTS IN A

CONDUIT, OR EXISTING APPURTENANCE TO BE CONNECTED, IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT.

AND GRADE BEFORE STARTING TO LAY THE PROPOSED

LOCATE THE EXISTING PIPES OR UTILITIES BOTH AS TO LINE SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALL CONNECTED TO, OR CROSS OVER OR UNDER AN EXISTING WHERE PLANS PROVIDE FOR A PROPOSED CONDUIT TO BE

RESPECTIVE CONDUIT ITEM.

WYES OR OTHER FITTINGS SHALL BE INCLUDED IN THE

CONSTRUCTION. PAYMENT FOR ANY NECESSARY BENDS, TEES, REPLACEMENT WILL BE DETERMINED BY THE ENGINEER DURING THE LOCATION, TYPE, SIZE AND GRADE OF THE REQUIRED OR OUTLET INTO A DITCH AS DIRECTED BY THE ENGINEER.

OUTLETS BY CONNECTION TO A STORM SEWER, CATCH BASIN, PROPOSED WORK SHALL BE PROVIDED WITH UNOBSTRUCTED FOOTER DRAINS, OR YARD DRAINS DISTURBED BY THE

EXISTING FARM DRAINS, ROOF DRAINS, CLEAN WATER DRAINS,

INCLUDED IN THE RESPECTIVE CONDUIT ITEM.

PAYMENT FOR ALL OPERATIONS DESCRIBED ABOVE SHALL BE CONCRETE COLLAR, FERNCO FITTING OR APPROVED EQUAL.

FACILITIES, THE JOINT SHALL BE SEALED BY MEANS OF A BY THE PLANS OR ENCOUNTERED IN CONNECTION TO EXISTING MATERIAL OR TYPE OF END FABRICATION, WHETHER REQUIRED PIPE SECTIONS OR BETWEEN PIPE SECTIONS OF DIFFERENT WHERE CONNECTIONS ARE MADE BETWEEN RIGID AND FLEXIBLE

SHALL BE FACTORY MADE.

NECESSARY TO CONSTRUCT THE CONDUIT. ALL PIPE FITTINGS ALL PROPOSED BENDS, TEES, WYES, AND OTHER FITTINGS THE UNIT PRICE BID FOR THE CONDUIT ITEMS SHALL INCLUDE

SHALL NOT PROCEED OVER DRIVES.

LIMESTONE IS USED, THE PLACEMENT OF THE SHOULDER MATERIAL WITH O.D.O.T. ITEM 411. IF ANY MATERIAL OTHER THAN

APPROVED MATERIAL FOR THIS ITEM SHALL BE IN ACCORDANCE

WHERE NEW BASE MATERIAL IS REQUIRED.

OVERLAY TO MEET PROPOSED GRADE OR TO A MINIMUM OF 6"

SLAG. DRIVES REQUIRING 411 SHALL BE PLACED EITHER AS AN MATERIALS FURNISHED FOR THIS ITEM SHALL EXCLUDE ALL

BASIN SHALL INCLUDE A CONCRETE SLAB AROUND THE GRATE.

DRAIN BASIN, OR APPROVED EQUAL. IF USED, A NYOPLAST ODOT 2010 SPECIFICATION OR MAY BE A NYOPLAST 24"

ALL 2-2B CATCH BASINS MAY BE CONCRETE AS PER THE UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

ALL CATCH BASINS SHALL HAVE A TWELVE (12)-INCH SUMP,

PRICE BID FOR ITEM 201 CLEARING AND GRUBBING.

PAYMENT FOR THE ABOVE SHALL BE INCLUDED IN THE UNIT DEBRIS TO THE ROAD RIGHT OF WAY LINE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ALL FULTON COUNTY COMMISSIONERS

OBTAIN AN AGREEMENT WITH THE LANDOWNER.

RIGHT OF WAY IT IS THE CONTRACTOR'S RESPONSIBILITY TO NEEDS TO OCCUPY LAND OUTSIDE THE ESTABLISHED HIGHWAY HIGHWAY RIGHT OF WAY. IN THE EVENT THAT THE CONTRACTOR EQUIPMENT AND/OR MATERIALS OUTSIDE THE ESTABLISHED CONTRACTOR SHALL NOT PERFORM WORK, NOR STORE

ADDITIONAL RIGHT OF WAY NECESSARY FOR THIS PROJECT.THE HAVE ACQUIRED ALL THE THE

CONSTRUCTION NOISE ASSESSMENT UTILITIES

HIGHWAY EASEMENTS

RELOCATION OR REMOVAL OF EXISTING TRAFFIC CONTROL DEVICES

CROSSING EXISTING PIPES AND UTILITIES

FARM DRAINS AND HOUSE CONNECTIONS

PIPE COLLARS

PIPE FITTINGS

DRAINAGE WITHIN PAVEMENT LIMITS

EXISTING STORM STRUCTURES

ITEM 617 - RECONDITIONING SHOULDERS

ITEM 411 - CRUSHED AGGREGATE BASE FOR DRIVES & MAILBOXES

ITEM 603 CONDUIT, AS PER 2010 O.D.O.T. CMS

ITEM 604 DRAINAGE STRUCTURES, AS PER 2010 O.D.O.T. CMS

ITEM 201 CLEARING AND GRUBBING PERFORMANCE OF SUCH EQUIPMENT.

ATTENDANT TO THE REASONABLE AND EFFICIENT EXCEEDS THE NOISE CUSTOMARILY AND NECESSARILY

SUCH A MANNER THAT THE NOISE CREATED SUBSTANTIALLY CONSTRUCTION-TYPE DEVICE SHALL NOT BE OPERATED IN AND 6:00 A.M. IN ADDITION, ANY POWER OPERATED

SHALL NOT BE OPERATED BETWEEN THE HOURS OF 10:00 P.M.

IMPACTS, ANY POWER OPERATED CONSTRUCTION-TYPE DEVICE IN ORDER TO MINIMIZE ANY ADVERSE CONSTRUCTION NOISE

PRIMARY PROJECT CONTROL MONUMENTS GOVERN ALL

USE THE FOLLOWING PROJECT CONTROL, VERTICAL POSITIONING, AND HORIZONTAL POSITIONING PARAMETERS FOR ALL SURVEYING:

PROJECT CONTROL

USE THE POSITIONING METHODS AND MONUMENT TYPE USED IN THE ORIGINAL SURVEY TO RESTORE ALL MONUMENTS RELATED TO PRIMARY PROJECT CONTROL THAT ARE DAMAGED OR

DESTROYED BY CONSTRUCTION ACTIVITIES. RESTORE THE DAMAGED OR DESTROYED MONUMNETS IN ACCORDANCE WITH CMS 623.

EASTING = 0.000 NORTHING = 0.000

SYSTEM: OHIO STATE PLANE, NORTH ZONE ORIGIN OF COORDINATE

COMBINED SCALE FACTOR: 1.000000000

COORDINATE SYSTEM: OHIO STATE PLANE (NORTH ZONE 3401) MAP PROJECTION: LAMBERT CONFORMAL CONIC

ELLIPSOID: GRS 80

REFERENCE FRAME: NAD83 HORIZONTAL POSITIONING GEOID: 12B

ORTHOMETRIC HEIGHT DATUM: NAVD 88 VERTICAL POSITIONING

IRON PINS/MAG NAILS SET

MONUMNET TYPE: MONUMENT BOXES W/ IRON PINS FOUND DIFFERENTIAL LEVELING

POSITIONING METHOD: VRS ODOT CORS NETWORK, POSITIONING ON FULTON COUNTY PROJECTS.

SEE SHEET 6 OF THE PLANS FOR A TABLE CONTAINING PROJECT CONTROL INFORMATION.

SURVEYING PARAMETERS

FULTON COUNTY PROJECTS.

USED FOR BEDDING AND BACKFILL ON ALL CONDUIT FOR WITH TYPE C CONDUIT. NO. 8 BEDDING AND BACKFILL IS PAVEMENT OR THE 45° BACKFILL ZONE, SHALL CONFORM OUTSIDE THE FIVE FEET OF THE EDGE OF PROPOSED

CONDUIT. THOSE PORTIONS OF THE TRENCHES THAT EXTEND CONNECTION OR CONCRETE COLLAR AS PER TYPE B

45° BACKFILL ZONE SHALL BE A PREMIUM WATERTIGHT FIVE FEET OF THE EDGE OF PROPOSED PAVEMENT OR THE B CONDUIT. ALL CONNECTIONS TO EXISTING TILE WITHIN 8 GRANULAR BEDDING AND BACKFILL MATERIAL AS PER TYPE OUTSIDE THE EDGE OF PROPOSED PAVEMENT BASE WITH NO.

CROSSOVER TRENCHES SHALL BE BACKFILLED TO FIVE FEET ALL ITEM 202 PIPE REMOVAL TRENCHES AND ALL PROPOSED

TO THIS CONTRACT WORK.

THAT BECOME FILLED OR PARTIALLY FILLED WITH SOLIDS DUE FOR CLEANING ANY AND ALL STORM SEWERS OR CULVERTS CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE INLETS AND STORM SEWERS FROM SOIL AND DEBRIS DURING THE CONTRACTOR SHALL PROTECT EXISTING AND PROPOSED

CONDUIT.

INCLUDED IN THE UNIT PRICE BID ITEM FOR THE RESPECTIVE DRIVE. THE COST OF THE GRANULAR BACKFILL SHALL BE BACKFILL MATERIAL SHALL BE USED TO THE BASE OF THE WHERE A CONDUIT CROSSES UNDER A DRIVE, GRANULAR PAVEMENT.

CONDUIT BEDDING/BACKFILL OR ANY STRUCTURES UNDER THE SLAG SHALL NOT BE PERMITTED FOR TYPE A OR TYPE B

COLLAR.

SHALL BE A WATERTIGHT PREMIUM JOINT OR A CONCRETE ALL PROPOSED CONNECTIONS TO EXISTING STRUCTURES O.D.O.T. ITEMS: 707.01, 707.33.

TYPE D CONDUIT SHALL MEET ANY OF THE FOLLOWING

O.D.O.T. ITEMS: 706.02 (CLASS IV), 707.33, 707.42, 707.45.

TYPE C CONDUIT SHALL MEET ANY OF THE FOLLOWING O.D.O.T. ITEMS: 706.02 (CLASS IV), 707.33, 707.45.

TYPE B CONDUIT SHALL MEET ANY OF THE FOLLOWING BY THE ENGINEER BEFORE BACKFILLING.

THE ENGINEER. THE REPAIR OF THE TILE SHALL BE APPROVED ANY TILE THAT IS CUT MUST BE REPAIRED AND REPORTED TO PROPOSED CONDUIT TRENCH.

EXISTING TILE THAT MAY COME INTO CONTACT WITH THE MAKE NOTE OF LOCATION, SIZE AND CONDITION OF ANY AND APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL

"ABANDONED TILE" BY THE ENGINEER, SHALL BE SEALED OFF ANY EXISTING TILE TO BE CUT OFF AND DESIGNATED AS EXISTING.

SHALL BE EQUIPPED WITH GASKETS. ALL CONNECTIONS OF THE JOINTS OF ALL PIPE PROVIDED FOR TYPE B CONDUIT

50 FT ITEM 611 - 10" CONDUIT, TYPE C

INCLUDE:

HAVE BEEN CARRIED TO THE GENERAL SUMMARY. THESE ITEMS THE FOLLOWING CONTINGENCY ITEMS FOR THE WORK ABOVE

SECTION 153.64 O.R.C. ALL PRIVATE UTILITY DEPTHS SHOWN IN PROFILE AND CROSS SECTIONS ARE ASSUMED DEPTHS

AND SHOWN FOR INFORMATION PURPOSES ONLY.

[email protected] JAMMIE FLORES 419.822.3190 DELTA, OH 43515

401 MAIN ST

VILLAGE OF DELTA (SANITARY & WATER) [email protected]

216.426.6010 512.742.1428

BROOMFIELD, CO 80021 1025 ELDORADO BLVD

LEVEL 3 COMMUNICATIONS

[email protected] KRIS HANDSHOE 419.630.2233 BRYAN, OH 43506

PO BOX 528

OHIO GAS COMPANY (SWANTON)

[email protected] CRAIG WILSON 419.256-7006

MALINTA, OH 43535 8-200 TWP RD K2

TRI COUNTY RURAL ELECTRIC

(6)

CALCULATED CHECKED

6 41

G E N E R A L N O T E S

ADC SEA

F U L - C . R . H

UNIT PRICE BID FOR ITEM 203, EMBANKMENT.

PAYMENT FOR ALL THE ABOVE SHALL BE INCLUDED IN THE ROADBED OR STRUCTURAL MEMBERS.

FOR EMBANKMENT WHICH SUPPORT ANY PORTION OF THE NEW NO PROVISIONS OF THE SPECIFICATIONS SHALL BE WAIVED PLACEMENT.

MATERIAL SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLANS AND TO BE PROVIDED BY THE CONTRACTOR, ALL CHANNEL EMBANKMENTS. WHEN BORROW IS SPECIFIED IN THE SUITABLE MATERIALS, TO THE EXTENT AVAILABLE, FOR

CALLED FOR ON THE PLANS. THE CONTRACTOR SHALL USE ROADBED, SHALL BE FILLED AND SLOPED TO GRADE, AS PORTIONS OF THE EXISTING CHANNEL OUTSIDE OF THE

LIMESTONE ONLY.

MATERIALS FURNISHED FOR THIS ITEM SHALL EXCLUDE ALL SLAG, ROADBED/CHANNEL EMBANKMENTS

OPEN ROADBED

RESIDENTIAL AND BUSINESS ACCESS

ITEM 304 AGGREGATE BASE YELLOW LIGHTS ATTACHED.

ADEQUATELY MAINTAINED AND PROTECTED USING DRUMS WITH THE CONTRACTOR'S RESPONSIBILITY. THE ROAD BED MUST BE KEPT TO A MINIMUM. PROPER DRAINAGE OF THE TRENCH IS OPERATIONS SO THAT THE LENGTH OF OPEN ROADBED IS MATERIAL SHALL FOLLOW CLOSE BEHIND EXCAVATION

BARRICADES AT ALL TIMES. PLACEMENT OF THE PROPOSED THE OPEN ROADBED SHALL BE ADEQUATELY MAINTAINED WITH

THEIR HOMES AFTER WORKING HOURS.

TO ALLOW RESIDENTS THE OPPORTUNITY TO PARK NEAR

TEMPORARY RAMP ACCESS ON EACH END OF THE PROJECT AS REPAIRED SO AS TO PERMIT ACCESS. THERE SHALL BE

ANY TRENCHING ACROSS DRIVES SHALL BE IMMEDIATELY

PROJECT CONTROL TABLE

PT CL REF. STATION OFFSET ELEV. NORTHING EASTING DESCRIPTION

MN1000 BM1 CO RD H 28+66.91 26.06 RT 751.11 703687.3928 1549757.397

NORTH FACE

4TH TELE/POWER POLE EAST OF RAILROAD TRACKS, SOUTH SIDE OF COUNTY ROAD H,

MAG IN TELE/POWER POLE,

MN1001 BM2 CO RD H 25+55.27 24.13 RT 750.09 703691.4532 1549445.780

NORTH FACE

2ND TELE/POWER POLE EAST OF RAILROAD TRACKS, SOUTH SIDE COUNTY ROAD H,

MN1002 BM3 CO RD H 20+82.05 28.14 RT 748.94 703690.6681 1548972.544

NORTH FACE

2ND TELE/POWER POLE WEST OF RAILROAD TRACKS, SOUTH SIDE OF COUNTY ROAD H,

MN1003 BM4 CO RD H 15+77.63 30.40 RT 749.41 703691.8536 1548468.119

NORTH FACE

EASTERLY ENTRANCE TO TRUCK STOP, 1ST TELE/POWER POLE EAST OF

SOUTH SIDE OF COUNTY ROAD H, MAGS IN TELE/POWER POLE,

MN1004 BM5 CO RD H 10+69.92 31.72 RT 748.9 703693.9966 1547960.415

STATE ROUTE 109 AND COUNTY ROAD H, NORTHEAST FACE MAGS IN TELE/POWER POLE, SOUTHEAST CORIDOR OF THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE

GROWTH AND CARE OF PERMANENT SEEDED AREAS:

659, TOPSOIL

659, SEEDING AND MULCHING 5689 SQ. YD.

659, REPAIR SEEDING AND MULCHING

659, COMMERCIAL FERTILIZER

659, LIME

659, WATER

SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL BETWEEN THE RIGHT-OF-WAY LINES, AND WITHIN THE CONSTRUCTION LIMITS FOR AREAS OUTSIDE THE RIGHT-OF-WAY LINES COVERED BY WORK

AGREEMENT OR SLOPE EASEMENT. QUANTITY CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE LIMITS.

AREA REQUIRING PERMANENT STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS

AREA REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS TABLE 1: PERMANENT STABILIZATION

TABLE 2: TEMPORARY STABILIZATION ANY OTHER AREAS AT FINAL GRADE YEAR OR MORE

ANY AREA THAT WILL BE DORMANT FOR ONE

WATER OF THE STATE AND AT A FINAL GRADE ANY AREA WITHIN 50 FEET OF A SURFACE

WITHIN TWO DAYS OF REACHING FINAL GRADE DISTURBANCE

WITHIN SEVEN DAYS OF THE MOST RECENT

WITHIN THE AREA

WITHIN SEVEN DAYS OF REACHING FINAL GRADE

FINAL GRADE

SURFACE WATER OF THE STATE AND NOT AT A ANY DISTURBED AREA WITHIN 50 FEET OF A

OF THE STATE

AND NOT WITHIN 50 FEET OF A SURFACE WATER MORE THAN 14 DAYS BUT LESS THAN ONE YEAR, DISTURBED AREAS THAT WILL BE DORMANT FOR FOR ALL CONSTRUCTION ACTIVITIES, ANY

WINTER

DISTURBED AREAS THAT WILL BE IDLE OVER

FOR MORE THAN 14 DAYS

DISTURBANCE IF THE AREA WILL REMAIN IDLE WITHIN TWO DAYS OF THE MOST RECENT

DISTURBANCE WITHIN THE AREA

PRIOR TO THE ONSET OF WINTER WEATHER

EPA PERMITTING AND PAY ALL ASSOCIATED FEES.

THE CONTRACTOR WILL COMPLETE THE SWPPP, APPLY FOR EPA PERMITTING

ITEM 659 SEEDING AND MULCHING (CONT.)

659, SEEDING AND MULCHING.

PAYMENT FOR THE ABOVE WORK SHALL BE INCLUDED IN ITEM REQUIRE REPAIR SEEDING.

VEGETATION IS NOT ESTABLISHED WITHIN 3 MONTHS WILL DETERMINED BY THE CONTRACTOR. ANY AREA WHERE

MATS OR OTHER FORMS OF PROTECTION SHALL BE USED AS RESPONSIBILITY OF THE CONTRACTOR. EROSION CONTROL ALL TEMPORARY AND PERMANENT STABILIZATION WILL BE THE

633 CU. YD.

283 SQ. YD.

1 TON

2 ACRES

16 M. GAL.

ITEM 609 - CURB, TYPE 6, AS PER PLAN

DETAILS SEE CURBED EDGE COURSE DETAIL SHEET 3

THIS ITEM SHALL CONSTIST OF INTSTALLING AN 8" CURB. FOR

ITEM 206 CHEMICALLY STABILIZED SUBGRADE

VEGETATED BIOFILTER

THIS PLAN UTILIZES VEGETATED BIOFILTER(S) FOR POST CONSTRUCTION STORM WATER TREATMENT. PLACE EITHER ITEM 660 SODDING OR ITEM 659 SEEDING AND MULCHING WITH A 4-INCH LIFT OF TOPSOIL AS SHOWN IN THE PLANS TO ANY DISTURBED AREA ON THE SHOULDER AND FORESLOPE DRAINING TO A VEGETATED BIOFILTER. THE DITCH FOR EACH VEGETATED BIOFILTER SHALL BE TRAPEZOIDAL, AS SHOWN IN THE PLAN CROSS SECTIONS. PROVIDE ITEM 670 AS SPECIFIED IN THE PLANS.

SEEDING AND MULCHING

SEE SHEET 12 FOR ADDITIONAL INFORMATION 206 - CURING COAT - 8233 SY

206 - CEMENT STABILIZED SUBGRADE, 14" DEEP - 8233 SY 206 - CEMENT - 249 TON

CUBIC FOOT WAS USED.

RATE OF 5% PER DRY UNIT WEIGHT OF 115 POUNDS PER WORK NOTED ABOVE. FOR ESTIMATING CEMENT, A SPREAD IN THE GENERAL SUMMARY FOR THE USE TO COMPLETE THE THE FOLLOWING ITEMS HAVE BEEN INCLUDED

SPECIFICATION ITEM 206.

BE CONSTRUCTED PER THE REQUIREMENTS STATED IN CMS ALL CEMENT STABILIZATION SHALL BE 14" DEEP AND SHALL AT THE LOCATIONS DESIGNATED IN THE TYPICAL SECTIONS.

THE ROADWAY SUBGRADE SHALL BE CEMENT STABILIZED

VOID, SEE REVISED SHEET 6

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G E N E R A L N O T E S

ADC SEA

F U L - C . R . H

UNIT PRICE BID FOR ITEM 203, EMBANKMENT.

PAYMENT FOR ALL THE ABOVE SHALL BE INCLUDED IN THE ROADBED OR STRUCTURAL MEMBERS.

FOR EMBANKMENT WHICH SUPPORT ANY PORTION OF THE NEW NO PROVISIONS OF THE SPECIFICATIONS SHALL BE WAIVED PLACEMENT.

MATERIAL SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLANS AND TO BE PROVIDED BY THE CONTRACTOR, ALL CHANNEL EMBANKMENTS. WHEN BORROW IS SPECIFIED IN THE SUITABLE MATERIALS, TO THE EXTENT AVAILABLE, FOR

CALLED FOR ON THE PLANS. THE CONTRACTOR SHALL USE ROADBED, SHALL BE FILLED AND SLOPED TO GRADE, AS PORTIONS OF THE EXISTING CHANNEL OUTSIDE OF THE

LIMESTONE ONLY.

MATERIALS FURNISHED FOR THIS ITEM SHALL EXCLUDE ALL SLAG, ROADBED/CHANNEL EMBANKMENTS

OPEN ROADBED

RESIDENTIAL AND BUSINESS ACCESS

ITEM 304 AGGREGATE BASE YELLOW LIGHTS ATTACHED.

ADEQUATELY MAINTAINED AND PROTECTED USING DRUMS WITH THE CONTRACTOR'S RESPONSIBILITY. THE ROAD BED MUST BE KEPT TO A MINIMUM. PROPER DRAINAGE OF THE TRENCH IS OPERATIONS SO THAT THE LENGTH OF OPEN ROADBED IS MATERIAL SHALL FOLLOW CLOSE BEHIND EXCAVATION

BARRICADES AT ALL TIMES. PLACEMENT OF THE PROPOSED THE OPEN ROADBED SHALL BE ADEQUATELY MAINTAINED WITH

THEIR HOMES AFTER WORKING HOURS.

TO ALLOW RESIDENTS THE OPPORTUNITY TO PARK NEAR

TEMPORARY RAMP ACCESS ON EACH END OF THE PROJECT AS REPAIRED SO AS TO PERMIT ACCESS. THERE SHALL BE

ANY TRENCHING ACROSS DRIVES SHALL BE IMMEDIATELY

THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CARE OF PERMANENT SEEDED AREAS:

659, TOPSOIL

659, SEEDING AND MULCHING 5689 SQ. YD.

659, REPAIR SEEDING AND MULCHING

659, COMMERCIAL FERTILIZER

659, LIME

659, WATER

SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL BETWEEN THE RIGHT-OF-WAY LINES, AND WITHIN THE CONSTRUCTION LIMITS FOR AREAS OUTSIDE THE RIGHT-OF-WAY LINES COVERED BY WORK

AGREEMENT OR SLOPE EASEMENT. QUANTITY CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE LIMITS.

AREA REQUIRING PERMANENT STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS

AREA REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS TABLE 1: PERMANENT STABILIZATION

TABLE 2: TEMPORARY STABILIZATION ANY OTHER AREAS AT FINAL GRADE YEAR OR MORE

ANY AREA THAT WILL BE DORMANT FOR ONE

WATER OF THE STATE AND AT A FINAL GRADE ANY AREA WITHIN 50 FEET OF A SURFACE

WITHIN TWO DAYS OF REACHING FINAL GRADE DISTURBANCE

WITHIN THE AREA

WITHIN SEVEN DAYS OF REACHING FINAL GRADE

FINAL GRADE

SURFACE WATER OF THE STATE AND NOT AT A ANY DISTURBED AREA WITHIN 50 FEET OF A

OF THE STATE

AND NOT WITHIN 50 FEET OF A SURFACE WATER MORE THAN 14 DAYS BUT LESS THAN ONE YEAR, DISTURBED AREAS THAT WILL BE DORMANT FOR FOR ALL CONSTRUCTION ACTIVITIES, ANY

WINTER

DISTURBED AREAS THAT WILL BE IDLE OVER

FOR MORE THAN 14 DAYS

DISTURBANCE IF THE AREA WILL REMAIN IDLE WITHIN TWO DAYS OF THE MOST RECENT

DISTURBANCE WITHIN THE AREA

PRIOR TO THE ONSET OF WINTER WEATHER

EPA PERMITTING AND PAY ALL ASSOCIATED FEES.

THE CONTRACTOR WILL COMPLETE THE SWPPP, APPLY FOR EPA PERMITTING

659, SEEDING AND MULCHING.

PAYMENT FOR THE ABOVE WORK SHALL BE INCLUDED IN ITEM REQUIRE REPAIR SEEDING.

VEGETATION IS NOT ESTABLISHED WITHIN 3 MONTHS WILL DETERMINED BY THE CONTRACTOR. ANY AREA WHERE

MATS OR OTHER FORMS OF PROTECTION SHALL BE USED AS RESPONSIBILITY OF THE CONTRACTOR. EROSION CONTROL ALL TEMPORARY AND PERMANENT STABILIZATION WILL BE THE

633 CU. YD.

283 SQ. YD.

1 TON

2 ACRES

16 M. GAL.

ITEM 609 - CURB, TYPE 6, AS PER PLAN

DETAILS SEE CURBED EDGE COURSE DETAIL SHEET 3

THIS ITEM SHALL CONSTIST OF INTSTALLING AN 8" CURB. FOR

ITEM 206 CHEMICALLY STABILIZED SUBGRADE

VEGETATED BIOFILTER

THIS PLAN UTILIZES VEGETATED BIOFILTER(S) FOR POST CONSTRUCTION STORM WATER TREATMENT. PLACE EITHER

ITEM 660 SODDING OR ITEM 659 SEEDING AND MULCHING WITH A 4-INCH LIFT OF TOPSOIL AS SHOWN IN THE PLANS TO ANY DISTURBED AREA ON THE SHOULDER AND FORESLOPE DRAINING TO A VEGETATED BIOFILTER. THE DITCH FOR EACH VEGETATED BIOFILTER SHALL BE TRAPEZOIDAL, AS SHOWN IN THE PLAN CROSS SECTIONS. PROVIDE ITEM 670 AS SPECIFIED IN THE PLANS.

SEEDING AND MULCHING

SEE SHEET 12 FOR ADDITIONAL INFORMATION 206 - CURING COAT - 8233 SY

206 - CEMENT STABILIZED SUBGRADE, 14" DEEP - 8233 SY 206 - CEMENT - 249 TON

CUBIC FOOT WAS USED.

RATE OF 5% PER DRY UNIT WEIGHT OF 115 POUNDS PER WORK NOTED ABOVE. FOR ESTIMATING CEMENT, A SPREAD IN THE GENERAL SUMMARY FOR THE USE TO COMPLETE THE THE FOLLOWING ITEMS HAVE BEEN INCLUDED

SPECIFICATION ITEM 206.

BE CONSTRUCTED PER THE REQUIREMENTS STATED IN CMS ALL CEMENT STABILIZATION SHALL BE 14" DEEP AND SHALL AT THE LOCATIONS DESIGNATED IN THE TYPICAL SECTIONS.

THE ROADWAY SUBGRADE SHALL BE CEMENT STABILIZED VERTICAL CONTROL TABLE

PT CL REF. STATION OFFSET ELEV. DESCRIPTION

MN1000 BM1 CO RD H 28+67 26' RT 751.11

NORTH FACE

4TH TELE/POWER POLE EAST OF RAILROAD TRACKS, SOUTH SIDE OF COUNTY ROAD H,

MN1001 BM2 CO RD H 25+55 24' RT 750.09

NORTH FACE

2ND TELE/POWER POLE EAST OF RAILROAD TRACKS, SOUTH SIDE COUNTY ROAD H,

MN1002 BM3 CO RD H 20+82 28' RT 750.58

NORTH FACE

2ND TELE/POWER POLE WEST OF RAILROAD TRACKS, SOUTH SIDE OF COUNTY ROAD H,

MN1003 BM4 CO RD H 15+78 30' RT 750.71

NORTH FACE

EASTERLY ENTRANCE TO TRUCK STOP, 1ST TELE/POWER POLE EAST OF

SOUTH SIDE OF COUNTY ROAD H, MAGS IN TELE/POWER POLE,

MN1004 BM5 CO RD H 10+70 32' RT 750.43

STATE ROUTE 109 AND COUNTY ROAD H, NORTHEAST FACE MAGS IN TELE/POWER POLE, SOUTHEAST CORIDOR OF HORIZONTAL CONTROL TABLE

CL REF. STATION OFFSET NORTHING EASTING DESCRIPTION MN510 CO RD H 29+56.46 13.00' RT 703699.846 1549847.038 IRON PIN SET

MN511 CO RD H 34+83.20 11.24' LT 703720.489 1550373.926 MAG NAIL SET MN512 CO RD H 23+35.36 16.90' RT 703700.185 1549225.922 MAG NAIL SET MN513 CO RD H 18+19.67 14.06' LT 703734.658 1548710.460 IRON PIN SET MN514 CO RD H 10+64.21 34.39' LT 703760.146 1547955.151 IRON PIN SET PRIMARY PROJECT CONTROL TABLES

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ADC SEA

F U L - C . R . H G E N E R A L N O T E S

TRAFFIC.

CONTROL SHALL BE INCLUDED IN ITEM 614, MAINTAINING PAYMENT FOR PROVIDING THE ABOVE METHOD OF TRAFFIC PROJECT.

VEHICLES TO ALL DRIVES THROUGHOUT THE DURATION OF THE CONSTRUCTING ACCESS FOR RESIDENTS AND EMERGENCY

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND/OR CONSTRUCTION IN PERTINENT AREAS.

THE EDGE(S) OF PAVEMENT THROUGHOUT THE DURATION OF THE CONTRACTOR SHALL PLACE CONSTRUCTION DRUMS ALONG DIAGRAM AS DETAILED ON SHEET 8.

THE CONTRACTOR SHALL FOLLOW THE TRAFFIC MAINTENANCE WORK SHALL BE INCLUDED IN ITEM 614, MAINTAINING TRAFFIC.

PROVIDE THIS CLARITY AS DIRECTED BY THE ENGINEER, THIS ANY SIGNS AND/OR BARRICADES REQUIRE RELOCATION TO SET FORTH IN THE PLANS OR THE O.M.U.T.C.D. OR SHOULD TO PROVIDE CLARITY TO THE TRAFFIC CONTROL SCHEMES SHOULD ADDITIONAL SIGNS AND/OR BARRICADES BE REQUIRED OHIO MANUAL UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD).

WITH O.D.O.T. ITEM 614 AND THE LATEST EDITION OF THE METHODS OF MAINTAINING TRAFFIC SHALL BE IN ACCORDANCE

HAUL ROUTES ITEM 614 MAINTAINING TRAFFIC

POSTAL SERVICE

DUST CONTROL

THE CONTRACTOR SHALL FURNISH AND APPLY WATER FOR DUST CONTROL AS DIRECTED BY THE ENGINEER. THE FOLLOWING

ESTIMATED QUANTITIES HAVE BEEN INCLUDED FOR DUST CONTROL PURPOSES:

20 M. GAL.

ITEM 616, WATER

ROADS, UNLESS APPROVED BY THE ENGINEER.

NO HAULING WILL BE ALLOWED ON TOWNSHIP AND COUNTY THIS PERMIT. ALL HAUL ROUTES SHALL BE OFF OF S.R. 109.

PRIOR TO BEGINNING CONSTRUCTION. THERE IS NO FEE FOR ALL HAUL ROUTES AND DUMP SITES WILL NEED A PERMIT ITEM 614 MAINTAINING TRAFFIC (CONT.)

ITEM SPECIAL - MAILBOX REMOVED AND RESET PAVING AT RAILROAD CROSSING

WORK THE CROWN OUT OF THE PROPOSED PAVEMENT ON EACH SIDE OF THE RAILROAD CROSSING, BEGINNING 50 FEET FROM THE NEAREST RAIL, BY RAISING THE EDGES OF THE NEW

PAVEMENT TO MEET THE PLATFORM ELEVATION.

18 CY

13 CY 8 GAL

3 CY

4 CY

INSTALLATIONS SHALL APPLY.

SAME MATERIAL AND SIZE LIMITATIONS AS FOR PERMANENT SHALL BE IN ACCORDANCE WITH 107.10. HOWEVER, THE

PERMANENT INSTALLATIONS. TEMPORARY INSTALLATIONS PAYMENT UNDER THIS ITEM SHALL BE LIMITED TO FINAL MOVEMENT OF ANY MAILBOX TO A NEW LOCATION.

WITH THE LOCAL POST MASTER REGARDING THE TIMING OF THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING NECESSARY TO ACCOMMODATE THE RE-SET MAILBOX.

HARDWARE (NUTS, BOLTS, PLATES, SPACERS, AND WASHERS) AS CONTRACTOR SHALL FURNISH ALL NECESSARY ATTACHMENT

THE CONTRACTOR TO THE RE-LOCATED SUPPORT. THE

THE MAILBOX SHALL BE SECURELY AND NEATLY ATTACHED BY BY THE ENGINEER.

BY IMPROPER HANDLING ON HIS PART, AS JUDGED AND DIRECTED RESPONSIBLE FOR REPAIRING OR REPLACING ANY BOX DAMAGED SUCH AN OPERATION, AND THE CONTRACTOR SHALL BE

IT ON THE RE-SET SUPPORT. DUE CARE SHALL BE EXERCISED IN THE CONTRACTOR SHALL SALVAGE THE EXISTING BOX AND PLACE AND SHALL IN NO INSTANCE BE ENCASED IN CONCRETE.

POSTS SHALL BE SET PER THE FIRST PARAGRAPH OF 606.03, GALVANIZED STEEL.

SCREWS, BOLTS, AND ETC. SHALL BE COMMERCIAL-GRADE ALL HARDWARE INCLUDING BUT NOT LIMITED TO PLATES, ESTABLISHED BY THE ENGINEER.

LOCATIONS SPECIFIED IN THE PLAN, OR OTHERWISE HARDWARE IN ACCORDANCE WITH PLAN DETAILS AT MAILBOX SUPPORTS AND ANY ASSOCIATED MOUNTING

THIS WORK SHALL CONSIST OF REMOVING AND RE-ERECTING

MAILBOX REMOVE AND RESET.

AT THE CONTRACT UNIT PRICE PER EACH, FOR ITEM SPECIAL MAILBOX SUPPORTS, COMPLETE IN PLACE, WILL BE PAID FOR PAVEMENT, AS PER PLAN

UNDER ITEM - PAVEMENT, AS PER PLAN.

ALL MATERIALS, LABOR, AND EQUIPMENT SHALL BE INCLUDED COURSE, 19 MM, TYPE A (446)

ITEM 442 - ASPHALT CONCRETE INTERMEDIATE 12.5 MM, TYPE A (446)

ITEM 442 - ASPHALT CONCRETE SURFACE COURSE, ITEM 407 - NON-TRACKING TACK COAT

ITEM 304 - AGGREGATE BASE

ITEM 301 - ASPHALT CONCRETE BASE UNDER ITEM - PAVEMENT, AS PER PLAN:

TO STA. 23+38.80. THE FOLLOWING QUANTITIES ARE INCLUDED THE RAILROAD PORTION OF THE PROJECT FROM STA. 23+18.50 THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PAVING OF

ACCESS FOR DELIVERY AND COLLECTION OF MAIL.

A SAFE LOCATION DURING CONSTRUCTION WHILE MAINTAINING TO RELOCATE ANY MAILBOXES WITHIN THE RIGHT OF WAY TO THE CONTRACTOR SHALL ARRANGE WITH THE POSTAL SERVICE

TEMPORARY DRIVE ACCESS-NOVA

QUANTITY HAS BEEN PROVIDED FOR 8" OF ITEM 304 AGGREGATE BASE FOR A TEMPORARY DRIVE ACCESS FOR THE NOVA DEVELOPMENT AT STA. 28+92`.

THE DRIVE SHALL BE CONSTRUCTED EAST OF THE FULL DEPTH PAVEMENT REMOVAL LIMIT AT STA. 29+50. THE DRIVE SHALL BE A 34' MINIMUM WIDTH TO MATCH THE EXISTING NOVA DRIVE WIDTH. THE DRIVE WILL BE APPROXIMATELY 136' IN LENGTH ON THE SOUTH SIDE AND 50' ON THE NORTH SIDE. THE EXACT LOCATION OF THE TEMPORARY DRIVE SHALL BE DETERMINED BY THE CONTRACTOR. A 180' X 70' TEMPORARY WORK AGREEMENT HAS BEEN OBTAINED TO ACCOMMODATE THIS TEMPORARY DRIVE.

THE TEMPORARY DRIVE SHALL BE IN PLACE PRIOR TO LIMITING ACCESS FROM THE WEST AS NOVA SHALL HAVE ACCESS TO THEIR SITE AT ALL TIMES. THE PLACEMENT, MAINTENANCE AND REMOVAL OF THE 304 MATERIAL FOR THIS TEMPORARY DRIVE SHALL ALL BE INCLUDED IN THIS LINE ITEM.

ITEM 304 - AGGREGATE BASE 80 CU YD

TEMPORARY DRIVE ACCESS-RESIDENTS

QUANTITY HAS BEEN PROVIDED FOR ITEM 304 AGGREGATE BASE FOR TIE-INS AT EACH END OF THE PROJECT. THESE TIE-INS WILL ALLOW RESIDENTS TO PARK NEAR THEIR HOMES ON THE ROAD, SUBGRADE OR TREATED SUBGRADE DAILY AFTER WORKING HOURS. THESE TIE-INS SHALL BE 18.25" TAPERED TO 0" OVER A 20' LENGTH AND A 12' WIDTH. THE ENGINEER WILL INFORM THE LANDOWNERS OF THE PROJECT AND WHAT TO EXPECT DURING CONSTRUCTION. THE CONTRACTOR WILL HAVE TO KEEP THE RESIDENTS AND BUSINESSES INFORMED DURING CONSTRUCTION.

ITEM 304 - AGGREGATE BASE 14 CU YD PROPERTIES.

OPERATIONS PROVIDING DETAILED ACCESS ROUTES TO ALL 7 DAYS PRIOR TO INSTALLING AND/OR SWITCHING MOT

CONTRACTOR SHALL COORDINATE WITH ALL PROPERTY OWNERS

THE PROJECT SHALL BE INCLUDED IN ITEM 614.

JOINTS/PHASE JOINTS/INTERSECTIONS/DRIVEWAYS THROUGHOUT ALL WEDGING/REMOVAL OF WEDGING OF ASPHALT AT BUTT

END OF THE PROJECT.

THE SURFACE COURSE OF ASPHALT SHALL BE PLACED AT THE FOR ACCESS TO PICK-UP OF RESIDENCE AND BUSINESS GARBAGE.

COORDINATE WITH LOCAL GARBAGE COLLECTION CONTRACTORS AND THE HOME OWNERS. ADDITIONALY THE CONTRACTOR SHALL REOLOCATED TO AREAS ACESSIBLE TO BOTH THE MAIL SERVICE ALL TIMES AND IF REQUIRED, BOXES SHALL BE TEMPORARILY MAILBOXES/PAPER-BOXES ACCESS SHALL BE MAINTAINED AT LOCAL ACCESS MUST BE MAINTAINED AT ALL TIMES.

(9)

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8 41

ADC SRC

N

9 ( S . R . 1 T D O E A S T ) H 0 A R Y T N U O C O - F U L . C R . H T . 0 1 7 T O S 0 A . 3 0 + 5 0 . + 2 O 0 I P R J E C T L M 1 I T S - S T A . 0

THRUTRAFFIC TO ROADCLOSED THRUTRAFFIC

TO

ROADCLOSED CLOSED

ROAD AHEAD

CONSTRUCTION

ROAD AHEAD

END CONSTRUCTION

CONSTRUCTION ROAD AHEAD

CONSTRUCTION ROAD

AHEAD CONSTRUCTION ROAD

AHEAD

THRU TRAFFIC

TO

ROAD CLOSED

TYPE III BARRICADE

TYPICAL PORTABLE/MOVABLE

R-76A

NOT TO SCALE

S.R. 2 / U.S. 20A

YORKTOWNSHIPROAD10 S.R.109

COUNTY ROAD H COUNTY ROAD H COUNTY ROAD H

OHIO TURNPIKE OHIO TURNPIKE

COUNTYROAD8-1

INDIANAANDOHIORAILWAY

500'500' 500'500'

500' 500'

500'

INDIANAANDOHIORAILWAY

S.R. 109 / S.R. 2 / U.S. 20A

CONSTRUCTION SIGNS

CONSTRUCTION ZONE TYPE III BARRICADES

NOT TO SCALE KEY

(10)

CALCULATED CHECKED

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ADC SEA

F U L - C . R . H G E N E R A L S U M M A R Y

SHEET NUM. PART.

ITEM

ITEM GRAND

UNIT DESCRIPTION

NO.

SHEET SEE

5 6 7 11 12 13 14 ^1/A

EXT TOTAL

ROADWAY

LS 201 11000 LS CLEARING AND GRUBBING

5,506 5,506 202 23000 5,506 SY PAVEMENT REMOVED

318 318 202 35100 318 FT PIPE REMOVED, 24" AND UNDER

3 3 202 58100 3 EACH CATCH BASIN REMOVED

3,276 3,276 203 10000 3,276 CY EXCAVATION

413 413 203 20000 413 CY EMBANKMENT

224 224 204 10000 224 SY SUBGRADE COMPACTION

4 4 204 45000 4 HOUR PROOF ROLLING

234 234 206 10500 234 TON CEMENT

7,741 7,741 206 11000 7,741 SY CURING COAT

7,741 7,741 206 15020 7,741 SY CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP

LS 206 30000 LS MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS

5 5 SPECIAL 69050350 5 EACH MAILBOX REMOVED AND RESET 7

EROSION CONTROL

4 4 601 21050 4 SY TIED CONCRETE BLOCK MAT, TYPE 1

633 633 659 00300 633 CY TOPSOIL

5,689 5,689 659 10000 5,689 SY SEEDING AND MULCHING

283 283 659 14000 283 SY REPAIR SEEDING AND MULCHING

1 1 659 20000 1 TON COMMERCIAL FERTILIZER

2 2 659 31000 2 ACRE LIME

16 16 659 35000 16 MGAL WATER

750 750 670 00500 750 SY SLOPE EROSION PROTECTION

LS 832 15000 LS STORM WATER POLLUTION PREVENTION PLAN

28,500 832 30000 28,500 EACH EROSION CONTROL

DRAINAGE

1,547 1,547 605 13410 1,547 FT 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC

2,745 2,745 605 14020 2,745 FT 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC

5 5 611 00100 5 FT 4" CONDUIT, TYPE B

100 100 611 00510 100 FT 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS

50 50 611 01100 50 FT 6" CONDUIT, TYPE C

99 99 611 01800 99 FT 8" CONDUIT, TYPE B

50 278 328 611 02000 328 FT 8" CONDUIT, TYPE C

54 54 611 02400 54 FT 8" CONDUIT, TYPE D

50 50 611 03300 50 FT 10" CONDUIT, TYPE C

71 71 611 04400 71 FT 12" CONDUIT, TYPE B

201 201 611 04600 201 FT 12" CONDUIT, TYPE C

5 5 611 98470 5 EACH CATCH BASIN, NO. 2-2B

2 2 611 99574 2 EACH MANHOLE, NO. 3

1 1 611 99654 1 EACH MANHOLE ADJUSTED TO GRADE

2 2 611 99710 2 EACH PRECAST REINFORCED CONCRETE OUTLET

PAVEMENT

407 407 254 01000 407 SY PAVEMENT PLANING, ASPHALT CONCRETE, 3.25"

1,907 1,907 301 46000 1,907 CY ASPHALT CONCRETE BASE, PG64-22

94 1,357 1,451 304 20000 1,451 CY AGGREGATE BASE

876 876 407 20000 876 GAL NON-TRACKING TACK COAT

27 27 411 10000 27 CY STABILIZED CRUSHED AGGREGATE

2 2 441 50400 2 CY ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS)

3 3 441 50600 3 CY ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), (DRIVEWAYS)

322 322 442 10000 322 CY ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446)

377 377 442 10100 377 CY ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (446)

162 162 452 12010 162 SY 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P

69 69 SPECIAL 69 SY PAVEMENT, AS PER PLAN 7

60 60 609 26001 60 FT CURB, TYPE 6, AS PER PLAN 6