Attachment 3 - RTWC250418 DRAWINGS.pdf

D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

.A

IR

F O

R C

E R

ES

EA

R C

H L

AB

O

R

AT

O R

Y

IN

FO

R

M

AT

IO

N

D

IR

EC

TO

R

AT

E, IN

TE

G

R

AT

IO

N

A N

D O

PE

R

AT

IO

N S

C

IV

IL

E

N G

IN

EE

R

IN

G , P

R O

G R

AM

M

IN

G

E

N G

IN

EE

R

IN

G

E

LE

C

TR

O N

IC

P

AR

KW

AY

, R

O M

E, N

Y

SHEET SIZE: 24" x 36"

PR

O

JE

C

T M

AN

AG

ER

D

ES

IG

N

ED

B

Y

D R

AF

TE

D B

Y

C H

EC

KE

D B

Y

D

AT

E

PU

BL

IS

H

ED

M

AR

K D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

D

AT

E

AIR FORCE RESEARCH LABORATORY

INFORMATION DIRECTORATE, ROME, NY

MAINTAIN LINDSEY RD ROADWAY, IRISH HILL TEST SITE

Project No: RTWC250418

LINDSAY ROAD

POLAND, NY 13431

N

DRAWING NO.

G-001 COVER

CIVIL DRAWINGS

C-001 PROJECT NOTES AND LEGEND

C-100 PAVEMNT REPAIRS

C-500 DETAILS

DRAWING LIST

WORK AREA

G-001

P.

F

IT

ZG

ER

AL

D

R

TW

C

M

AI

N

TA

IN

L

IN

D

SE

Y

R O

AD

R

O

AD

W

AY

, I R

IS

H

H

IL

L

TE

ST

S

IT

E

C O

VE

R

S H

EE

T

P.

F

IT

ZG

ER

AL

D

P.

F

IT

ZG

ER

AL

D

/3

0/

LEGEND

-COLDMILL ASPHALT REPAIRS

-ROADWAY, EDGE OF PAVEMENT

-ROADWAY, CENTERLINE

-EXISTING CATCH BASIN

-GRUB DITCH STARTING POINT

(CONTINUE UP THE HILL UNTIL YOU REACH

THE SITE ENTRY GATE)

-EXISTING BOX BEAM BARRIER RAIL

-EXISTING UNDERGROUND COMM.UT UT

D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

.A

IR

F O

R C

E R

ES

EA

R C

H L

AB

O

R

AT

O R

Y

IN

FO

R

M

AT

IO

N

D

IR

EC

TO

R

AT

E, IN

TE

G

R

AT

IO

N

A N

D O

PE

R

AT

IO

N S

C

IV

IL

E

N G

IN

EE

R

IN

G , P

R O

G R

AM

M

IN

G

E

N G

IN

EE

R

IN

G

E

LE

C

TR

O N

IC

P

AR

KW

AY

, R

O M

E, N

Y

SHEET SIZE: 24" x 36"

PR

O

JE

C

T M

AN

AG

ER

D

ES

IG

N

ED

B

Y

D R

AF

TE

D B

Y

C H

EC

KE

D B

Y

D

AT

E

PU

BL

IS

H

ED

M

AR

K D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

D

AT

E

N

GENERAL NOTES PAVING NOTES

AN AIR FORCE FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE, MUST BE

COMPLETED FOR THIS PROJECT. CONTRACTOR TO VERIFY THE EXISTENCE OF

UNDERGROUND UTILITIES IN THE AREA PRIOR TO COMMENCING EXCAVATION.

CONTRACTOR TO CLEAR PAVEMENT OF ANY LOSE DEBRIS PRIOR TO BEGINNING

ANY ROAD WORK, SWEEP ENTIRE PAVEMENT SURFACE AREA WITH MECHANICAL

SWEEPER TO REMOVE ALL DEBRIS.

PROVIDE POSITIVE DRAINAGE IN ALL AREAS. WATER SHALL BE USED TO CHECK

FOR BIRD BATH CONDITIONS. ANY BIRD BATH LOCATIONS SHALL BE CUT OUT AND

REGRADED TO DRAIN.

APPLY ASPHALTIC TACK COAT, NYSDOT ITEM 407.0103 OVER THE ENTIRE BINDER

COURSE AT AN APPLICATION RATE OF A MINIMUM 0.05 GALLONS PER SQUARE

YARD. THE BINDER COURSE SURFACE SHALL BE CLEAN AND DUST FREE PRIOR TO

PLACEMENT OF THE TACK COAT AND THE TACK COAT SHOULD BE APPLIED

IMMEDIATELY BEFORE THE PLACEMENT OF THE TOP COURSE.

INSTALL 2" ASPHALT TOP COURSE, NYSDOT ITEM 402.127303 IN A SINGLE LIFT.

COMPACTION SHALL BE SPECIFIED IN TABLE 402-6 OF SECTION 402 OF THE NYSDOT

STANDARD SPECIFICATION UTILIZING THE 80 SERIES COMPACTION METHOD.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS

ALL WORK PERFORMED ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS

AND ALL APPLICABLE SECTIONS OF THE UNIFIED FACILITIES CRITERIA (UFC) STANDARD

SPECIFICATIONS FOR UTILITIES, NYSDOT STANDARD SPECIFICATIONS FOR ROAD

CONSTRUCTION, AND ALL APPLICABLE REQUIREMENTS AND STANDARDS FOR UNITED

STATES AIR FORCE RESEARCH LABORATORY (AFRL) ROME, NEW YORK.

PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS, AND CONDITIONS AFFECTING THEIR WORK WITH THE ACTUAL CONDITIONS

AT THE JOB SITE. IN ADDITION, THE CONTRACTOR SHALL VERIFY THE ENGINEER'S LINES

AND GRADES. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE

CONSTRUCTION PLANS, STANDARD SPECIFICATIONS AND/OR SPECIAL DETAILS, THE

CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE CONTRACTING

OFFICERS REPRESENTATIVE (COR) PRIOR TO PROCEEDING WITH ANY PART OF THE WORK

AFFECTED BY THE DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, THE

CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND

EXPENSE. IN THE EVENT OF ANY DOUBT OR QUESTION ARISING WITH RESPECT TO THE

TRUE MEANING OF THE CONSTRUCTION PLANS OR SPECIFICATIONS, THE DECISION OF

THE COR SHALL BE FINAL AND CONCLUSIVE.

EXISTING UTILITIES ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS.

SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO THE

LOCATION OF SUCH UTILITIES AND IS ONLY INCLUDED FOR THE CONVENIENCE OF THE

CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER IN

RESPECT TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE

PLANS RELATIVE TO THE LOCATION OF THE UNDERGROUND UTILITY FACILITIES OR THE

MANNER IN WHICH THEY ARE REMOVED OR ADJUSTED. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES AND

THEIR PROTECTION FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS. IF EXISTING

UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH CONFLICT WITH NEW

CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR SO THAT THE CONFLICT MAY

BE RESOLVED. HE SHALL ALSO OBTAIN FROM THE RESPECTIVE UTILITY COMPANIES

DETAILED INFORMATION RELATIVE TO THE LOCATION OF THEIR FACILITIES AND THE

WORKING SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR ADJUSTING THEM.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE

OF SIGNS, TRAFFIC CONTROL DEVICES, AND WARNING DEVICES TO INFORM AND PROTECT

THE PUBLIC DURING ALL PHASES OF CONSTRUCTION.

THE CONTRACTOR SHALL REMOVE FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER,

ANY ENVIRONMENTALLY NON-HAZARDOUS SPOILS AND/OR DEBRIS WHICH RESULT FROM

CONSTRUCTION OPERATIONS AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. ANY

MATERIALS DISCOVERED WHICH ARE POTENTIALLY HAZARDOUS WILL BE REPORTED TO

THE COR FOR THEIR INPUT AND DIRECTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ALL AREAS AFFECTED BY

CONSTRUCTION EQUIPMENT TO PRE-CONSTRCUTION CONDITIONS. CONTRACTOR SHALL

BE RESPONSIBLE FOR PROTECTING ALL NEW WORK UNTIL COMPLETION OF THIS

CONTRACT.

WHERE SECTION OR SUBSECTION SURVEY MONUMENTS ARE ENCOUNTERED, THE

CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL PROPERTY MARKERS

AND MONUMENTS UNTIL THE COR AND AN AUTHORIZED SURVEYOR OR AGENT HAVE

WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION.

ALL PROPOSED ITEMS ARE INTENDED TO BE PROVIDED AND INSTALLED BY THE

CONTRACTOR UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL NOTIFY THE COR 72 HOURS IN ADVANCE FOR ROAD AND/OR

INTERSECTION CLOSURES.

THE CONTRACTOR SHALL PROVIDE ROADWAY SIGNS AND OTHER DELINEATING DEVICES

THAT MEET LOCAL MAINTENANCE OF TRAFFIC STANDARDS DURING CONSTRUCTION FOR

CONVENIENCE AND TRAFFIC SAFETY.

THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SHUT DOWNS AND

CONSTRUCTION WITH THE COR A MINIMUM OF 72 HOURS PRIOR TO WORK.

CONTRACTOR SHALL PROTECT AND RESTORE SURFACES OR OBJECTS TO REMAIN

INCLUDING, BUT NOT LIMITED TO, EXISTING PAVEMENT SURFACES, TREES AND

VEGETATION, FENCES, POSTS, UTILITIES, AND LAWN AREAS. REMOVE ALL DEBRIS PILES

AND MATERIALS FROM THE SITE IMMEDIATELY FOLLOWING PROJECT COMPLETION. ANY

DISTURBED LAWN AREAS MUST BE TOP SOILED AND SEEDED, WITH GUARANTEED

GROWTH FOR 1 YEAR.

THE CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE PRIOR TO PERFORMING ANY FIELD

TESTING. FIELD TESTING WILL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION

INSPECTOR. FORMAL TEST REPORTS WILL BE PROVIDED WITHIN 72 HOURS OF TEST

COMPLETION. FAILURE TO PERFORM OR PROVIDE TESTING REPORTS MAY RESULT IN

REFUSAL TO ACCEPT WORK.

ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF PROPERLY TO AN APPROVED OFF

BASE DISPOSAL SITE LOCATION.

PAVEMENT JOINT SEALING GENERAL NOTES

JOINT SEAL ONLY AROUND PATCHED AREAS AND WHERE NEW ASPHALT PAVEMENT

JOINTS AGAINST EXISTING PAVEMENT.

THE JOINT MUST BE FREE OF MOISTURE, DUST AND LOOSE AGREGATE PRIOR TO

FILLING..

THE AMBIENT AIR AND PAVEMENT TEMPERATURE MUST BE ABOVE 50*F BEFORE

COMMENCING FILLING OPERATIONS.

HOT-APPLIED RUBBERIZED ASPHALT CRACK AND JOINT SEALER SHALL MEET ASTM

D-5329 SPECIFICATIONS AND BE SEALMASTER CRACKMASTER SUPREME OR

APPROVED EQUAL.

JOINT SEALANT SHALL BE APPLIED WITH AN OIL-JACKETED MELTER CAPABLE OF

HEATING SEALANT TO A MINIMUM OF 400*F.

FINAL SEALANT LEVEL MUST NEVER BE ABOVE THE EXISTING PAVEMENT SURFACE.

IF THE JOINT SEAL IS ABOVE PAVEMENT SURFACE, REMOVE EXCESS WITH HEATED

BLADES.

C-001

P.

F

IT

ZG

ER

AL

D

R

TW

C

M

AI

N

TA

IN

L

IN

D

SE

Y

R O

AD

R

O

AD

W

AY

, I R

IS

H

H

IL

L

TE

ST

S

IT

E

PR

O

JE

C

T N

O

TE

S

LE

G

EN

D

P.

F

IT

ZG

ER

AL

D

P.

F

IT

ZG

ER

AL

D

/3

0/

AutoCAD SHX Text

CB

D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

.A

IR

F O

R C

E R

ES

EA

R C

H L

AB

O

R

AT

O R

Y

IN

FO

R

M

AT

IO

N

D

IR

EC

TO

R

AT

E, IN

TE

G

R

AT

IO

N

A N

D O

PE

R

AT

IO

N S

C

IV

IL

E

N G

IN

EE

R

IN

G , P

R O

G R

AM

M

IN

G

E

N G

IN

EE

R

IN

G

E

LE

C

TR

O N

IC

P

AR

KW

AY

, R

O M

E, N

Y

SHEET SIZE: 24" x 36"

PR

O

JE

C

T M

AN

AG

ER

D

ES

IG

N

ED

B

Y

D R

AF

TE

D B

Y

C H

EC

KE

D B

Y

D

AT

E

PU

BL

IS

H

ED

M

AR

K D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

D

AT

E

N

S01 2" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S02 GRUB DRAINAGE DITCH BETWEEN CHECK DAMS

S03 RECONNECT BOX BEAM BARRIER TO MOUNTING PLATES WHERE DISCONNECTED, SEE DETAIL

S04 CLEAN, GRUB & INSPECT CULVERT PIPE. MAKE REPAIRS AS NECESSARY.

DRAWING NOTES

C-500

C-500

GENERAL NOTES

A. CONTRACTOR MUST VERIFY DIMENSIONS PRIOR TO COMMENCING WORK.

B. CONTRACTOR MUST VERIFY NO UTILITIES ARE DISTURBED PRIOR TO

COMMENCING WORK.

C. ALL FINISH GRADES SHALL SLOPE TO DRAIN

C-100

P.

F

IT

ZG

ER

AL

D

R

TW

C

M

AI

N

TA

IN

L

IN

D

SE

Y

R O

AD

R

O

AD

W

AY

, I R

IS

H

H

IL

L

TE

ST

S

IT

E

R O

AD

W

AY

R

EP

AI

R S

P.

F

IT

ZG

ER

AL

D

P.

F

IT

ZG

ER

AL

D

/1

0/

S01

S03

S03

S02

S02

DAMAGED PAVEMENT - LINDSEY ROAD

APPROX. 20' X 20'

S04

AutoCAD SHX Text

BOT. BANK

AutoCAD SHX Text

TOP BANK

AutoCAD SHX Text

TOP BANK

AutoCAD SHX Text E.P.

AutoCAD SHX Text E.P.

AutoCAD SHX Text

W-BEAM GUIDERAIL

AutoCAD SHX Text

W-BEAM GUIDERAIL

AutoCAD SHX Text

BARBED WIRE FENCE

AutoCAD SHX Text

RIP-RAP DITCH

AutoCAD SHX Text

RIP-RAP DITCH

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

BM #3

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

EXISTING HIGHWAY ROW

AutoCAD SHX Text

EXISTING HIGHWAY ROW

AutoCAD SHX Text

EXISTING HIGHWAY ROW

AutoCAD SHX Text

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

LINDSAY ROAD

AutoCAD SHX Text

(IRISH HILL ACCESS ROAD)

AutoCAD SHX Text

EXISTING HIGHWAY ROW

CB

NTS

TYPICAL COLDMILL AND OVERLAY DETAILS01

C-500NTS

BOX BEAM BARRIER RAIL02

C-500

FINISH GRADE

1/4"x8"x32"

STEEL PLATE

PLATE MAY BE CUT

AS SHOWN FOR DRIVING

3" I 5.7 POST

(SPACE 5' ON CENTER)

1/4"x8"x32"

STEEL PLATE

3" I 5.7 POST

(SPACE 5' ON CENTER)

6"x6"x3/16" BOX BEAM RAIL

1/2" DIA x 1-1/2" LONG STD

HEX BOLT WITH FLAT WASHER

FINISH GRADE2'

-8

4"

2' -8

1'

6' -8

6"

3"3" 6"

NOTE:

ALL MATERIALS SHALL CONFORM TO

THE LATEST EDITION OF THE NEW

YORK STATE DEPARTMENT OF

TRANSPORTATION SPECIFICATIONS.

SEAL JOINT (TYP.)

TACK COAT

EXISTING PAVEMENT

2" MILL AND OVERLAY

-2" TOP COURSE, NYSDOT 402.127303

2" COLDMILL AND OVERLAY

NOTES:

1. GUARD RAIL SHALL BE CONSTRUCTED USING

CORTEN TUBULAR STEEL.

2. INSTALL GUARD RAIL POSTS ON OUTSIDE.

3. PROVIDE RAIL END SLIP FIT PLATE AT ALL ENDS.

SIDE POST FRONT

ROAD

SIDE

C-500

D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

.A

IR

F O

R C

E R

ES

EA

R C

H L

AB

O

R

AT

O R

Y

IN

FO

R

M

AT

IO

N

D

IR

EC

TO

R

AT

E, IN

TE

G

R

AT

IO

N

A N

D O

PE

R

AT

IO

N S

C

IV

IL

E

N G

IN

EE

R

IN

G , P

R O

G R

AM

M

IN

G

E

N G

IN

EE

R

IN

G

E

LE

C

TR

O N

IC

P

AR

KW

AY

, R

O M

E, N

Y

SHEET SIZE: 24" x 36"

PR

O

JE

C

T M

AN

AG

ER

D

ES

IG

N

ED

B

Y

D R

AF

TE

D B

Y

C H

EC

KE

D B

Y

D

AT

E

PU

BL

IS

H

ED

M

AR

K D

ES

C

R

IP

TI

O

N O

F R

EV

IS

IO

N

D

AT

E

P.

F

IT

ZG

ER

AL

D

R

TW

C

M

AI

N

TA

IN

L

IN

D

SE

Y

R O

AD

R

O

AD

W

AY

, I R

IS

H

H

IL

L

TE

ST

S

IT

E

D

ET

AI

LS

P.

F

IT

ZG

ER

AL

D

P.

F

IT

ZG

ER

AL

D

/3

0/

SEAL JOINT (TYP.)