Attch 3-ULDF250410 DRAWINGS - Corrected.pdf

PDF 11 MB Posted Aug 19, 2025

Attached to: Maintain-Repair Paving and Striping
Solicitation number: FA875125B0003
Issued by: Department of the Air Force Materiel Command Research Laboratory

About this file

Written by GovTribe AI · Aug 19, 2025

This document is a comprehensive set of engineering and construction drawings for the U.S. Air Force Research Laboratory Information Directorate's paving and maintenance project located in Rome, NY. The project (DFAS Project No: ULDF250410) involves maintaining and repairing pavement and striping across multiple parking lots and roadways at the Rome Research Site, including areas around Buildings 106, 19, 3, and various DFAS parking locations.

The project scope includes cold milling and overlaying asphalt pavement, demolishing and replacing sidewalks and curbing, restriping parking stalls, crosswalks, handicap markings, and traffic control elements, and installing new catch basins. The drawings specify detailed technical requirements for pavement repairs, using New York State Department of Transportation (NYSDOT) specifications for materials and construction methods. The project covers approximately 2,000 parking spots across multiple lots, with work involving 2-inch and 4-inch cold mill and overlay techniques, reflectorized paint markings, and conformance to the Manual on Uniform Traffic Control Devices (MUTCD) standards.

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Other files

File	Type	Posted
Questions and Answers 26Aug2025.docx	DOCX document	Aug 26, 2025
Solicitation Amendment FA875125B00030001 SF 30.pdf	PDF	Aug 26, 2025
Questions and Answers.docx	DOCX document	Aug 19, 2025
Solicitation - FA875125B0003.pdf	PDF	Aug 11, 2025
Attch 3-ULDF250410 Drawings.pdf	PDF	Aug 11, 2025
Attch 4-ULDF250410 Asphalt Patch Repair Sizes.pdf	PDF	Aug 11, 2025
Attch 5-Wage Determination NY20250014.pdf	PDF	Aug 11, 2025
Attch 2-ULDF250410 Specifications.pdf	PDF	Aug 11, 2025
Attch 1-ULDF250410 SOW.pdf	PDF	Aug 11, 2025

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82 PARKING SPOTS

32 PARKING SPOTS

543 PARKING SPOTS

253 PARKING SPOTS

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ROME RESEARCH SITE

AIR FORCE RESEARCH LABORATORY

INFORMATION DIRECTORATE, ROME, NY

MAINTAIN and REPAIR PAVING AND STRIPING - DFAS

Project No: ULDF250410

DRAWING NO.

G-001 COVER

CIVIL DRAWINGS

C-001 PROJECT NOTES AND LEGEND

C-100 ASPHALT REPAIRS - AFRL B/106 PARKING LOT

C-101 ASPHALT REPAIRS - AFRL SOUTH PARKING LOT

C-102 ASPHALT REPAIRS - AFRL MISC. LOCATIONS

C-103 ASPHALT REPAIRS - DFAS SOUTH PARKING LOT

C-104 ASPHALT REPAIRS - DFAS WEST PARKING LOT / DEPO BAY ACCESS

C-200 PAVEMENT MARKINGS - AFRL B/106 PARKING LOT

C-201 PAVEMENT MARKINGS - AFRL SOUTH PARKING LOT

C-202 PAVEMENT MARKINGS - AFRL ENTRY CONTROL POINT

C-203 PAVEMENT MARKINGS - AFRL B/3 NORTH PARKING LOT

C-204 PAVEMENT MARKINGS - AFRL B/19 PARKING LOT

C-205 PAVEMENT MARKINGS - DFAS SOUTH PARKING LOT

C-206 PAVEMENT MARKINGS - DFAS WEST PARKING LOT

C-207 PAVEMENT MARKINGS - DFAS NORTH PARKING LOT

C-500 DETAILS - PAVEMENT REPAIRS

C-501 DETAILS - STRIPING

DRAWING LIST

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LEGEND

-COLDMILL ASPHALT REPAIRS

-NEW CONCRETE SIDEWALK

-PERIMETER SECURITY FENCE

-EXISTING CATCH BASIN

-SIGN

-MANHOLE

-LIGHT POLE

-BOLLARD

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-JERSEY BARRIER

-VERSA-BLOK KNEE WALL

-TREE

-SWING GATE

-NEW CATCH BASIN

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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.

CONTRACTOR TO SAWCUT 1' FROM EDGE OF PAVEMENT (EP) IN ACCORDANCE WITH

SECTION 633-3.03 OF THE NYSDOT STANDARD SPECIFICATION, AND REMOVE THE

DAMAGED EP GIVING A CLEAN JOINT LINE FOR THE NEW PAVEMENT.

GEOTEXTILE TO CONFORM TO NYSDOT STANDARD SPECIFICATION SECTION 207,

AND BE US FABRICS US 200 OR EQUAL. MINIMUM STRENGTH CLASSIFICATION SHALL

MEET OR EXCEED REQUIREMENTS ON TABLE 737-01A CLASS 1.

SUBGRADE AND SUBBASE NYSDOT ITEM 304.12 TO BE COMPACTED IN

ACCORDANCE WITH SECTION 203-3.03C OF THE NYSDOT STANDARD

SPECIFICATION. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT MOISTURE

CONTENT OF THE SUBGRADE AND SUBBASE MATERIAL IS ADEQUATE TO MEET

COMPACTION REQUIREMENTS.

PAVEMENT TO BE CONSTRUCTED WITH A 2.5" ASPHALT BINDER COURSE MATERIAL,

NYSDOT ITEM 402.257903, MEETING NYSDOT STANDARD SPECIFICATION SECTION

402.

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 1.5" 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.

PAVEMENT STRIPING GENERAL NOTES

ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE 2009

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND IT'S

SUPPLEMENTS.

PAVEMENT PAINT SHALL BE EPOXY YELLOW PAINT MEETING NYSDOT

SPECIFCATION 727-03 FOR ALL PARKING STALLS, HATCHED-OFF NO PARKING

AREAS, STOP BARS, PAVEMENT LETTERING, AND TRAFFIC ARROWS.

PAVEMENT PAINTS SHALL BE EPOXY WHITE PAINT MEETING NYSDOT

SPECIFICATION 727-03 FOR ALL CROSSWALKS.

ALL STOP BARS MUST INCLUDE "STOP" LETTERING.

ALL CROSSWALKS, STOP BARS, AND ENTRY CONTROL POINT STRIPING MUST BE

REFLECTORIZED WITH TYPE 3 GLASS BEADS

CONCRETE SLAB NOTES GENERAL NOTES

CONTRACTOR SHALL DELINEATE AND CONFIRM AREAS OF NEW CONCRETE SHOWN

IN DESIGNATED WORK AREA

CONTRACTOR SHALL EXCAVATE TO THE INDICATED DEPTH OF 10" PER CONCRETE

PAVEMENT DETAIL - 02/CS500

CONTRACTOR SHALL PLACE GEOTEXTILE FABRIC THAT MUST CONFORM TO

NYSDOT STANDARD SPECIFICATION SECTION 207, AND BE US FABRIC US 200, OR

EQUAL. MINUMUM STRENGTH CLASSIFICATION SHALL MEET OR EXCEED

REQUIREMENTS ON TABLE 737-01A CLASS 1.

CONTRACTOR SHALL INSTALL 6" COMPACTED DEPTH OF NYSDOT TYPE 2 BASE

COURSE TO BE COMPACTED IN ACCORDANCE WITH SECTION 203-3.03C OF NYSDOT

STANDARD SPECIFICATIONS.

FILL DESIGNATED WORK AREA WITH 4" CLASS "C" CONCRETE MEETING NYSDOT

SECTION 501 STANDARD SPECIFICATIONS. BROOM FINISH SURFACE. FINISH

SURFACE SHALL BE LEVEL WITH THE EXISTING CONCRETE SIDEWALK.

INSTALL EXPANSION JOINTS WHERE NEW CONCRETE ABUTS EXISTING PAVEMENTS

TO A WIDTH OF 12". THE CRACK MUST BE FREE OF MOISTURE, DUST AND LOOSE

AGGREGATE.

FILL NEW EXPANSION JOINTS WITH DOW CORNING® 888 SILICONE NS JOINT SEALANT,

OR EQUIVALENT. FINAL SEALANT LEVEL MUST BE RECESSED 18" BELOW EXISTING SURFACE.

STORM SEWER NOTES

STORM SEWER PIPE SHALL BE SMOOTH INTERIOR DOUBLE WALL HIGH DENSITY

POLYETHYLENE PIPE WITH WATER JOINTS, N-12WT, CONFORMING TO AASHTO M294, WITH

HDPE FITTINGS CONFORMING TO ASTM F-1336. FOR HDPE STORM SEWER UNDER

PAVEMENT, CONTRACTOR TO TAKE EXTRA PRECAUTION TO PROVIDE PROPERLY

COMPACTED BACKFILL UNDER PIPE HAUNCHES.

STORM SEWER PIPE CROSSING POTABLE WATER LINES SHALL BE PVC CONFORMING TO

AWWA C900.

T/C SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN A

STRUCTURE IS NOT A CURB INLET. T/C SHALL INDICATE TOP BACK OF CURB WHEN

STRUCTURE IS A CURB INLET.

WATER MAIN QUALITY SEWER PIPE SHALL BE SDR-21 PVC, OR C900 PVC PIPE.

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6/ rampramprampramp ramp ramp ramp ramp

Stairs

C ha p p ie

J a m e s

B lv d

Hangar Road

Brooks Road

O ti s

S tr e e t

Market Street Market Street

E le ct ro ni c

P a rk w a y

M oo d y

S tr e e t

M oo d y

S tr e e t

O ti s

S tr e e t

Hangar Road

Lamp Post

Pine Tree

Pine Tree walk

HSS8x8x1/4

HSS8x8x1/4 HSS8x8x1/4

HSS8x8x1/4

HSS8x8x1/4 HSS8x8x1/4

HSS8x8x1/4

HSS8x8x1/4 HSS8x8x1/4

HSS8x8x1/4HSS8x8x3/8

HSS8x8x1/4

HSS8x8x1/4HSS8x8x1/4

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Catch Basin

18"Tree

B-3

B-2

B-1

B-106

B-101

B-37

B-21

ANTENNA FARM

DUMPSTERS

GUARD SHACK

EXISTING ENTRANCE/EXIT

TOWER

FENCE

GATE

FENCE

DUMPSTERS

DFAS

AFRL

PAVEMENT

53'

DFAS

ROME SEWER

B-346

CATHEDRAL CORPORATION

Chanute Street

Catch Basin

B-302

GENERATOR

C ha p p ie

J a m e s

B lv d

Hangar Road

Brooks Road

O ti s

S tr e e t

Ellsworth Road

O ti s

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Hangar Road

ANTENNA FARM

FENCE

SUB.

PARKING

PARKING209

100 CONTROL

TOWER

63856092

N731

Olive Grove Street

ELLSWORTH ROAD

M A R C H S

DIRICCS30V20V 19V 18V 17V 16

CESTSTV6V7V8V9V 10V 11V 12V 13V 14V 15

V4V5

MIN

PAVILION

158 PARKING SPOTS

82 PARKING SPOTS

32 PARKING SPOTS

543 PARKING SPOTS

253 PARKING SPOTS

88 PARKING SPOTS

STOP

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STO

CardReader

Card Reader

Catch Basin

PAVEMENT

STOP

STO

STOP

STO

STOP

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P STO

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STOP

492 PARKING SPOTS

STOP

Ellsworth Road

B-37

PAVEMENT

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LOCATOR MAP

BUILDING 106 PARKING LOT

PAGE NOTES

-BUILDING 106 PAVEMENT REPAIRS CONSISTS OF 30 IDENTIFIED AREAS FOR 2" SPOT

COLDMILL AND OVERLAY.

- IDENTIFIED AREAS ARE MARKED WITH WHITE MARKING PAINT AND NUMBERED

ACCORDINGLY.

- IDENTIFIED AREAS SIZES ARE LISTED IN THE ATTACHED SPREAD SHEET WITH THE

MATCHING SHEET TITLE.

SCALE: NTS

WORK

AREA

S01

S01S01

S01 S01

S01

S01 S01

S01

S01S01S01

S01

S01 2" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S02 4" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S03 DEMO EXISTING SIDEWALK AND BOLLARDS

S04 DEMO EXISTING CURBING

S05 DEMO EXITING W-BEAM BARRIER

S06 NEW SIDEWALK, SEE DETAIL

S07 NEW CATCH BASIN, SEE DETAIL

S08 RESTRIPE ALL PARKING STALL LINES

S09 RESTRIPE CROSSWALKS (REFLECTORIZED), SEE DETAIL

S10 RESTRIPE EXISTING HATCHED AREAS

S11 RESTRIPE STOP BAR (REFLECTORIZED), SEE DETAIL

S12 RESTRIPE EXISTING TRAFFIC ARROWS

S13 RESTRIPE EXISTING HANDICAP MARKINGS

S14 RESTRIPE A.V.B. ENVELOPE MARKINGS (REFLECTORIZED), SEE DETAIL

S15 RESTRIPE 4" SOLID YELLOW CENTER LINE (REFLECTORIZED)

S16 RESTRIPE 4" SOLID WHITE BOUNDARY LINE (REFLECTORIZED)

S17 RESTRIPE 4" DASHED YELLOW CENTER LINE (REFLECTORIZED)

S18 RESTRIPE 4" YELLOW GORE AREA (REFLECTORIZED)

S19 RESPTRIPE EXITING PEDESTRIAN MARKINGS

S20 NEW HATCHED STRIPING

S21 BLACK OUT EXISTING HANDICAP MARKING

DRAWING NOTES

C-500

C-501

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

D. REFER TO SHEETS C-200 - C-207 FOR PAVEMENT MARKING RE-STRIPING/

SIGNAGE PLAN.

R R

G , M

- A

N G

L O

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B-21

ROME SEWER

STOP

O P

STO

3 4 5 6 7 8

121314

16171819

28 29 30 31 32 33

353637 rampramprampramp ramp ramp ramp ramp

Stairs

C ha p p ie

J a m e s

B lv d

Hangar Road

Brooks Road

O ti s

S tr e e t

Market Street Market Street

E le ct ro ni c

P a rk w a y

M oo d y

S tr e e t

M oo d y

S tr e e t

O ti s

S tr e e t

Hangar Road

Lamp Post

Pine Tree

Pine Tree walk

HSS8x8x1/4

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Catch Basin

18"Tree

B-3

B-2

B-1

B-106

B-101

B-37

B-21

ANTENNA FARM

DUMPSTERS

GUARD SHACK

EXISTING ENTRANCE/EXIT

TOWER

FENCE

GATE

FENCE

DUMPSTERS

DFAS

AFRL

PAVEMENT

53'

DFAS

ROME SEWER

B-346

CATHEDRAL CORPORATION

Chanute Street

Catch Basin

B-302

GENERATOR

C ha p p ie

J a m e s

B lv d

Hangar Road

Brooks Road

O ti s

S tr e e t

Ellsworth Road

O ti s

S tr e e t

Hangar Road

ANTENNA FARM

FENCE

SUB.

PARKING

PARKING209

100 CONTROL

TOWER

63856092

N731

Olive Grove Street

ELLSWORTH ROAD

M A R C H S

DIRICCS30V20V 19V 18V 17V 16

CESTSTV6V7V8V9V 10V 11V 12V 13V 14V 15

V4V5

MIN

PAVILION

158 PARKING SPOTS

82 PARKING SPOTS

32 PARKING SPOTS

543 PARKING SPOTS

253 PARKING SPOTS

88 PARKING SPOTS

STOP

O P

STO

CardReader

Card Reader

Catch Basin

PAVEMENT

STOP

STO

STOP

STO

STOP

O P

STO

P STO

STO

STOP

492 PARKING SPOTS

STOP

Ellsworth Road C-101

N O

F R

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

F O

R C

E R

R C

H L

O R

E, IN

A N

D O

N S

N G

G , P

R O

G R

N G

O N

, R

O M

E, N

SHEET SIZE: 24" x 36"

T M

D R

D B

C H

D B

K D

N O

F R

S01 2" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S02 4" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S03 DEMO EXISTING SIDEWALK AND BOLLARDS

S04 DEMO EXISTING CURBING

S05 DEMO EXITING W-BEAM BARRIER

S06 NEW SIDEWALK, SEE DETAIL

S07 NEW CATCH BASIN, SEE DETAIL

S08 RESTRIPE ALL PARKING STALL LINES

S09 RESTRIPE CROSSWALKS (REFLECTORIZED), SEE DETAIL

S10 RESTRIPE EXISTING HATCHED AREAS

S11 RESTRIPE STOP BAR (REFLECTORIZED), SEE DETAIL

S12 RESTRIPE EXISTING TRAFFIC ARROWS

S13 RESTRIPE EXISTING HANDICAP MARKINGS

S14 RESTRIPE A.V.B. ENVELOPE MARKINGS (REFLECTORIZED), SEE DETAIL

S15 RESTRIPE 4" SOLID YELLOW CENTER LINE (REFLECTORIZED)

S16 RESTRIPE 4" SOLID WHITE BOUNDARY LINE (REFLECTORIZED)

S17 RESTRIPE 4" DASHED YELLOW CENTER LINE (REFLECTORIZED)

S18 RESTRIPE 4" YELLOW GORE AREA (REFLECTORIZED)

S19 RESPTRIPE EXITING PEDESTRIAN MARKINGS

S20 NEW HATCHED STRIPING

S21 BLACK OUT EXISTING HANDICAP MARKING

DRAWING NOTES

C-500

C-501

SOUTH PARKING LOT / OFF ELLSWORTH ROAD

PAGE NOTES

-SOUTH LOT PAVEMENT REPAIRS CONSISTS OF 43 IDENTIFIED AREAS FOR 2" SPOT COLDMILL AND

OVERLAY.

- IDENTIFIED AREAS ARE MARKED WITH WHITE MARKING PAINT AND NUMBERED ACCORDINGLY

- IDENTIFIED AREAS SIZES ARE LISTED IN THE ATTACHED SPREAD SHEET WITH THE MATCHING

SHEET TITLE.

SCALE: NTS

LOCATOR MAP

WORK

AREA

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

D. REFER TO SHEETS C-200 - C-207 FOR PAVEMENT MARKING RE-STRIPING/

SIGNAGE PLAN.

R R

G , M

- A

N G

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BROOKS ROAD

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MARCH STREET

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

SLOPE 1:12 H.C. RAMP

AutoCAD SHX Text

SLOPE 1:12 H.C. RAMP

AutoCAD SHX Text 18"maple

AutoCAD SHX Text 3"tree

AutoCAD SHX Text 12"tree

AutoCAD SHX Text 8"crabapple

AutoCAD SHX Text 10"spruce

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Stairs

C ha p p ie

J a m e s

B lv d

Hangar Road

Brooks Road

O ti s

S tr e e t

Market Street Market Street

E le ct ro ni c

P a rk w a y

M oo d y

S tr e e t

M oo d y

S tr e e t

O ti s

S tr e e t

Hangar Road

Lamp Post

Pine Tree

Pine Tree walk

HSS8x8x1/4

HSS8x8x1/4 HSS8x8x1/4

HSS8x8x1/4

HSS8x8x1/4 HSS8x8x1/4

HSS8x8x1/4

HSS8x8x1/4 HSS8x8x1/4

HSS8x8x1/4HSS8x8x3/8

HSS8x8x1/4

HSS8x8x1/4HSS8x8x1/4

Lamp

Catch Basin

18"Tree

B-3

B-2

B-1

B-106

B-101

B-37

B-21

ANTENNA FARM

DUMPSTERS

GUARD SHACK

EXISTING ENTRANCE/EXIT

TOWER

FENCE

GATE

FENCE

DUMPSTERS

DFAS

AFRL

PAVEMENT

53'

DFAS

ROME SEWER

B-346

CATHEDRAL CORPORATION

Chanute Street

Catch Basin

B-302

GENERATOR

C ha p p ie

J a m e s

B lv d

Hangar Road

Brooks Road

O ti s

S tr e e t

Ellsworth Road

O ti s

S tr e e t

Hangar Road

ANTENNA FARM

FENCE

SUB.

PARKING

PARKING209

100 CONTROL

TOWER

63856092

N731

Olive Grove Street

ELLSWORTH ROAD

M A R C H S

DIRICCS30V20V 19V 18V 17V 16

CESTSTV6V7V8V9V 10V 11V 12V 13V 14V 15

V4V5

MIN

PAVILION

158 PARKING SPOTS

82 PARKING SPOTS

32 PARKING SPOTS

543 PARKING SPOTS

253 PARKING SPOTS

88 PARKING SPOTS

STOP

O P

STO

CardReader

Card Reader

Catch Basin

PAVEMENT

STOP

STO

STOP

STO

STOP

O P

STO

P STO

STO

STOP

492 PARKING SPOTS

STOP

Ellsworth Road ramp

E le ct ro ni c

P a rk w a y

DUMPSTERS

1 V

PAVILION

2 B-101

AFRL

C-102

N O

F R

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

F O

R C

E R

R C

H L

O R

E, IN

A N

D O

N S

N G

G , P

R O

G R

N G

O N

, R

O M

E, N

SHEET SIZE: 24" x 36"

T M

D R

D B

C H

D B

K D

N O

F R

LOCATOR MAP

ELECTRONIC PARKWAY, BETWEEN B2 & DFAS

BROOKS ROAD, B2 & B3 ACCESS ROAD ENTRANCE

PAGE NOTES

-ELECTRONIC PARKWAY PAVEMENT REPAIRS CONSISTS OF 8 IDENTIFIED AREAS FOR 2"

COLDMILL AND OVERLAY.

-BROOKS ROAD PAVEMENT REPAIRS CONSISTS OF 2 IDENTIFIED AREAS FOR 2" COLDMILL AND

OVERLAY.

- HANGAR ROAD PAVEMENT REPAIRS CONSISTS OF 1 IDENTIFIED ARES FOR 4" COLDMILL AND

OVERLAY.

- IDENTIFIED AREAS ARE MARKED WITH WHITE MARKING PAINT AND NUMBERED ACCORDINGLY.

- IDENTIFIED AREAS SIZES ARE LISTED IN THE ATTACHED SPREAD SHEET WITH THE MATCHING

SHEET TITLE.

SCALE: NTS

WORK

AREAS

HANGAR ROAD, B101 PARKING LOT

SCALE: NTS

S01 2" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S02 4" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S03 DEMO EXISTING SIDEWALK AND BOLLARDS

S04 DEMO EXISTING CURBING

S05 DEMO EXITING W-BEAM BARRIER

S06 NEW SIDEWALK, SEE DETAIL

S07 NEW CATCH BASIN, SEE DETAIL

S08 RESTRIPE ALL PARKING STALL LINES

S09 RESTRIPE CROSSWALKS (REFLECTORIZED), SEE DETAIL

S10 RESTRIPE EXISTING HATCHED AREAS

S11 RESTRIPE STOP BAR (REFLECTORIZED), SEE DETAIL

S12 RESTRIPE EXISTING TRAFFIC ARROWS

S13 RESTRIPE EXISTING HANDICAP MARKINGS

S14 RESTRIPE A.V.B. ENVELOPE MARKINGS (REFLECTORIZED), SEE DETAIL

S15 RESTRIPE 4" SOLID YELLOW CENTER LINE (REFLECTORIZED)

S16 RESTRIPE 4" SOLID WHITE BOUNDARY LINE (REFLECTORIZED)

S17 RESTRIPE 4" DASHED YELLOW CENTER LINE (REFLECTORIZED)

S18 RESTRIPE 4" YELLOW GORE AREA (REFLECTORIZED)

S19 RESPTRIPE EXITING PEDESTRIAN MARKINGS

S20 NEW HATCHED STRIPING

S21 BLACK OUT EXISTING HANDICAP MARKING

DRAWING NOTES

C-500

C-501

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

D. REFER TO SHEETS C-200 - C-207 FOR PAVEMENT MARKING RE-STRIPING/

SIGNAGE PLAN.

R R

G , M

- A

C . L

O C

N S

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

HYD

AutoCAD SHX Text

SMH

AutoCAD SHX Text

PLATE ?

AutoCAD SHX Text

PINE TREES

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

RAMP

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HYD

AutoCAD SHX Text

HYD

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HYD

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AutoCAD SHX Text x

A…

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File details come from the government source that posted it. Updated Aug 19, 2025.