LHAO_668_C-1005-A.pdf

ODOT DOT RIGHT OF WAY

ODOT DOT RIGHT OF WAY 6" GAS MAIN

CONSTRUCTION NOTES:

J W

IL

L

IA

M S

A

W

IL

L

IA

M S

P

V E

M E

N T I

M P

R O

V E

M E

N T S

SCALE: 1"=40'-0"

PLAN

40' 80'0

SCALE: 1"=40'

P L

A N

SHALL NOT ENCROACH UPON THE NORTH-BOUND TRAVEL LANE OF STATE ROUTE 7.

LATEST VERSION. SELECTED TRAFFIC CONTROL MEASURES AND CONSTRUCTION ACTIVITIES

ODOT R/W IN ACCORDANCE WITH OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,

SHALL PLACE AND MAINTAIN TEMPORARY TRAFFIC CONTROL MEASURES FOR WORK WITHIN

ATTACHED TO CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS. CONTRACTOR

APPROVAL FROM ODOT IS REQUIRED PRIOR TO WORK WITHIN ODOT R/W. SEE ODOT PERMIT

TO WORK WITHIN OHIO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY (ODOT R/W).

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER A MINIMUM OF 72-HOURS PRIOR 11.

DAMAGE.

GRASS IF WET OR UNFAVORABLE CONDITIONS EXIST WHICH WOULD RESULT IN TURF

ENTRANCE DRIVE DURING CONSTRUCTION. TRAFFIC SHALL NOT BE DETOURED THROUGH

RESTORATION OF SURFACES, AND MANAGEMENT OF LOCAL TRAFFIC ALONG THE

SHALL BE RESPONSIBLE FOR DETOUR SIGNAGE, TEMPORARY TRAFFIC CONTROL DEVICES,

OFFICER AND RECEIVE APPROVAL PRIOR TO ENTRANCE DRIVE CLOSURE. CONTRACTOR

CONTRACTOR SHALL SUBMIT A TEMPORARY DETOUR PLAN TO THE CONTRACTING

CONSTRUCTION BETWEEN STATE ROUTE 7 AND THE BALLFIELD PARKING LOT (STA 3+20).

CONTRACTOR MAY CLOSE ENTRANCE DRIVE TO LOCAL TRAFFIC TO ACCOMMODATE 10.

LOT & BALLFIELD PARKING LOT IS MINIMIZED TO GREATEST EXTENT PRACTICAL.

CONTRACTOR SHALL SCHEDULE WORK SUCH THAT ROAD CLOSURE TO NORTH PARKING 9.

GRADE REQUIREMENTS.

OR SCRATCH COURSE FOR SURFACE-ONLY REPLACEMENT WHERE NECESSARY TO MEET

POSITIVE SITE DRAINAGE; UTILIZE ADDITIONAL BASE COURSE FOR BASE REPAIR AREAS

CONTRACTOR SHALL ADJUST TOP OF PAVEMENT ELEVATION THROUGHOUT TO ENSURE 8.

TOP OF EXISTING TRAIL PAVEMENT. PAVEMENT KEY-IN PER DETAIL.

3'-0" OF ENTRANCE DRIVE (TYP OF 2 LOCATIONS). TAPER WEARING SURFACE TO MATCH

CONTRACTOR SHALL SAW-CUT, REMOVE & REPLACE ASPHALT WALKING TRAIL WITHIN 7.

NEW BITUMINOUS COURSES.

SHALL BE MILLED DOWN TO TOP OF BASE COURSE ELEVATION TO ACCOMMODATE

EXISTING CONCRETE FILLED UTILITY TRENCHES LOCATED NEAR STATION 5+256.

PLACEMENT OF WEARING COURSE.

CONTRACTOR SHALL APPLY TACK COAT TO TOP OF BINDER COURSE PRIOR TO 5.

SECTION 32 11 23 PRIOR TO PLACEMENT OF NEW ASPHALT.

CONTRACTOR SHALL PROOF-ROLL PREPARED BASE OR SUBGRADE PER SPECIFICATION 4.

SECTION 32 11 23.

CONTRACTOR SHALL PREPARE SUBGRADE AND BASE PER SPECIFICATION 3.

ACCORDANCE WITH SPECIFICATION SECTION 02 42 00.00 08.

CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING ROAD MATERIALS IN 2.

AND CONTINUE ALONG THE ENTRANCE DRIVE CENTERLINE

NOTE THAT STA 0+00 SHALL BEGIN AT THE STATE ROUTE 7 EDGE OF PAVEMENT 1.3.

STA 4+80 - STA 6+10 1.2.

STA 0+00 - STA 0+65 1.1.

ENTRANCE DRIVE BASE REPAIR REQUIRED IN THE FOLLOWING AREAS:1.

J

R U

S N

A K

BASE CONTRACT

AWARDABLE OPTION

LEGEND

CONTRACTOR WORK LIMITS

J A

M E

S T S

H

IB

A T

A P .E

M

A Y

A

C-1005-A

R E

V

IS

E D P

E R A

M E

N D

M E

N T

T S

A

U G

STATION

COMFORT

SHRUB LINE

SIGN

POLE

FLAG

S

IG

N

VISITOR

E X H

IB

IT

BASEBALL FIELD

G R

A V

E L P

U L L -O

F F

S

ID

E W

A L

K NORTH PARKING LOT

PICNIC AREA

ASPHALT

V

IS

IT

O R P

A R

K

IN

G L

O T

PARKING LOT

GRAVEL

A S

P H

A L T

A S

P H

A L T

ENTRANCE DRIVE

DECK

L A

N D W

A L L

L A

N D W

A L L

BALLFIELD

SOCCER FIELD

GAS METER

T O S

O U

T H P

A R

K

IN

G L

O T

(A S

P H

A L T

W A

L K

IN

G T

R

IL

SR 536

OHIO

O H

IO

S

T A

T E R

O U

T E

CONTRACTOR WORK LIMITS

CONTRACTOR WORK LIMITS

STAGING AREA

CONTRACTOR

O H

IO

R

IV

E R

FLOW

FLOW

N

F L

O W

S

ID

E W

A L

K

E O

P

E O

P

0+00

1+00 2+00

3+00 4+00

5+00 6+00

6+10

ENTRANCE DRIVE KEY-IN PER DETAIL

GAS LINE

UNDERGROUND

WATER LINE

UNDERGROUND

ELECTRIC LINE

UNDERGROUND

PAVEMENT IMPROVEMENTS

ACCOMMODATE

PARKING BUMPERS TO

HANDRAIL AND CONCRETE

REMOVE AND RE-INSTALL HANDICAP

IMPROVEMENTS

PARKING LOT PAVEMENT

END OF VISITOR

(SEE NOTES)

TIE-IN TYP 2 LOCATIONS

WALKING TRAIL ASPHALT

FOR DETAILS.

SHEET C-1006

SPECIFICATION. SEE

STRIPING PER

PARKING SPACE

PER DETAILS AND NOTES

PAVEMENT IMPROVEMENTS

ENTRANCE DRIVE

(BASE CONTRACT)

PER DETAILS AND NOTES

PAVEMENT IMPROVEMENTS

VISITOR PARKING LOT

(AWARDABLE OPTION)

UTILITY.

UNDERGROUND

TO INSTALL

TO CONSTRUCTION

GOVERNMENT PRIOR

REMOVED BY THE

PAVEMENT WILL BE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

H A

N N

IB

A L L

O C

K S A

N D D

A M

E N

T R

A N

C E D

R

IV

E A

N D V

IS

IT

O R P

A R

K

IN

G L

O T P

A V

IN

G

CERTIFIED FINAL DOCUMENTS