Attch 3 - Drawings.pdf

PDF 13 MB Posted Jul 9, 2026

Attached to: Repair Pavement and Striping AFRL and DFAS
Solicitation number: FA875126Q0010
Issued by: Department of the Air Force Materiel Command Research Laboratory

About this file

Written by GovTribe AI · Jul 9, 2026

Summary

This is a set of civil engineering design drawings for a pavement maintenance and repair project at the Air Force Research Laboratory (AFRL) Rome Research Site in Rome, New York. The project, identified as ULDF260410, involves comprehensive paving maintenance, repairs, and striping across multiple parking lots and access roads at the facility.

The project scope includes approximately 154,528 square feet of asphalt pavement work consisting of cold-milling and overlay repairs at varying depths (2 inches to 4 inches), full-depth repairs where necessary, new concrete sidewalk installation, demolition of existing sidewalks and bollards, new catch basin installation, and complete pavement markings and striping throughout the site. Work areas encompass the AFRL South Parking Lot, AFRL B/106 Building Parking Lot, AFRL B/3 North Parking Lot, AFRL B/19 Parking Lot, AFRL Entry Control Road, DFAS South Parking Lot, DFAS West Parking Lot, and DFAS North Parking Lot. Materials specifications reference New York State Department of Transportation (NYSDOT) standards for asphalt binder and top courses, geotextile fabrics, base course materials, and concrete work. Pavement markings include approximately 2,500+ parking stalls, handicap markings, stop bars with lettering, crosswalks, hatched areas, and traffic arrows, all requiring reflectorization with Type 3 glass beads per the 2009 Manual on Uniform Traffic Control Devices (MUTCD). The design was prepared by P. Fitzgerald with a publication date of June 29, 2026.

View the file

Other files

File	Type	Posted
Solicitation Amendment - FA875126Q00100002 Conformed.pdf	PDF	Aug 7, 2026
Solicitation Amendment FA875126Q00100002 SF 30.pdf	PDF	Aug 6, 2026
FA875126Q0010-Questions and Answers.pdf	PDF	Jul 28, 2026
Solicitation Amendment FA875126Q00100001-SF 30.pdf	PDF	Jul 22, 2026
Attch 3 - Revised Drawing 22Jul2026.pdf	PDF	Jul 22, 2026
Solicitation Amendment - FA875126Q00100001 Conformed.pdf	PDF	Jul 22, 2026
Solicitation - FA875126Q0010.pdf	PDF	Jul 9, 2026
Attch 2 - Technical Specifications.pdf	PDF	Jul 9, 2026
Attch 4 - Wage Determination No. NY20260014.pdf	PDF	Jul 9, 2026
Attch 1 - SOW.pdf	PDF	Jul 9, 2026

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SHEET SIZE: 24" x 36"

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ROME RESEARCH SITE

AIR FORCE RESEARCH LABORATORY

INFORMATION DIRECTORATE, ROME, NY

MAINTAIN and REPAIR PAVING AND STRIPING Project No: ULDF260410

DRAWING NO.

G-001 COVER

CIVIL DRAWINGS

C-001 PROJECT NOTES AND LEGEND

C-100 ASPHALT REPAIRS - AFRL SOUTH PARKING LOT

C-101 ASPHALT REPAIRS - AFRL MISC. LOCATIONS

C-102 ASPHALT REPAIRS - AFRL ENTRY CONTROL ROAD

C-103 ASPHALT REPAIRS - DFAS SOUTH PARKING LOT

C-104 ASPHALT REPAIRS - DFAS WEST PARKING LOT / MISC SIDEWALK REPAIRS

C-105 ASPHALT REPAIRS - AFRL MISC SIDEWALK REPAIRS / FULL DEPTH REPAIR

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

C-201 PAVEMENT MARKINGS - AFRL SOUTH PARKING LOT

C-202 PAVEMENT MARKINGS - AFRL B/3 NORTH PARKING LOT

C-203 PAVEMENT MARKINGS - AFRL B/19 PARKING LOT

C-204 PAVEMENT MARKINGS - DFAS SOUTH PARKING LOT

C-205 PAVEMENT MARKINGS - DFAS WEST PARKING LOT

C-206 PAVEMENT MARKINGS - DFAS NORTH PARKING LOT

C-500 DETAILS - PAVEMENT / SIDEWALK REPAIRS

C-501 DETAILS - STRIPING

DRAWING LIST

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LEGEND

-COLDMILL ASPHALT REPAIRS

-REPLACE EXISTING CONCRETE SIDEWALK

-PERIMETER SECURITY FENCE

-EXISTING CATCH BASIN

-SIGN

-MANHOLE

-LIGHT POLE

-BOLLARD

-PEDESTRIAN TURNSTILE

-JERSEY BARRIER

-VERSA-BLOK KNEE WALL

-TREE

-SWING GATE

-NEW CATCH BASIN

-NEW CONCRETE SIDEWALK

C-001

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SHEET SIZE: 24" x 36"

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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.

FOR 2" COLDMILLING, 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.

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 LATEX 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 LATEX 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.

R R

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B-21

ROME SEWER

STOP

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STOP

306'

29'

36'- 6"

252'

25'

307'

25'

36'

25' 195'

18'

25'

129'

25'

81'

25' 25'

25'

29'

31'

394'

264'

110'

72'

215'

36'

91'

25' rampramp rampramp 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

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

Card Reader

Catch Basin

PAVEMENT

STOP

STO

STOP

STO

STOP

O P

STO

P STO

STO

STOP

492 PARKING SPOTS

STOP

Ellsworth Road

S01 4" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S02 SAWCUT JOINT

DRAWING NOTES

C-100

N.T.S.

TYPICAL FULL DEPTH ASPHALT REPAIR (IF NECESSARY)01

C-100

PAVEMENT SAW CUT LINE (FINISH

JOINT WITH ASPHALT SEALER)

1.5" TOP COURSE HMA, NYSDOT

402.127303

2.5" BINDER COURSE HMA, NYSDOT

402.257903

10" COMPACTED SUBBASE

NYSDOT 304.12

COMPACT SUBGRADE TO

95% DENSITY

PAVEMENT SAW CUT LINE

(FINISH JOINT WITH ASPHALT

SEALER)

NOTE:

-ALL DEPTHS OF MATERIALS ARE AFTER COMPACTION

-AFTER PAVEMENT HAS BEEN COLDMILLED, PAVEMENT AREA IS TO BE

INSPECTED AND IDENTIFIED AREAS ARE TO BE FULL DEPTH REPAIRS.

SOIL STABILIZATION FABRIC

REMOVE EXISTING PAVEMENT

EXISITING ASPHALT PAVEMENT

AND GRANUAL FOUNDATION TO

REMAIN

TACK COAT

C-100

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

SOUTH PARKING LOT / OFF ELLSWORTH ROAD -

LOCATOR MAP

WORK

AREA

PAVING GENERAL NOTES

A. CONTRACTOR MUST VERIFY SITE CONDITIONS AND

DIMENSIONS PRIOR TO COMMENCING WORK.

B. UTILITIES WILL BE CLEARLY IDENTIFIED PRIOR TO

COMMENCING WORK. CONTRACTOR IS RESPONSIBLE IF

ANY UTILITIES ARE DISTURBED DURING CONSTRUCTION.

C. SHEET C-100 PAVEMENT REPAIRS CONSISTS PRIMARILY

OF A 4 INCH COLDMILLING AND OVERLAY OF

APPROXIMATELY 66,000 SQ FT OF ASPHALT PAVEMENT,

REFERENCE DETAIL C-500/01.

D. FULL DEPTH REPAIRS (IF NECESSARY) WILL BE

INDENTIFIED AFTER THE EXISTING PAVEMENT IS

COLDMILLED AND THE SUBBASE CAN BE INSPECTED. IN

THE EVENT FULL DEPTH REPAIRS ARE NEEDED,

REFERENCE DETAIL C-100/01.

E. ALL FINISH GRADES SHALL SLOPE TO DRAIN.

F. REFER TO SHEETS C-200 - C-206 FOR PAVEMENT

MARKING / STRIPING PLAN.

R R

G , M

- A

N G

S01 S02

S01 S02 S01 S02

400 800

S01 S02

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TEST PT

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10" PIPE ?

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VALVE?

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CONC

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FLOWER BOX

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HYD

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HYD

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STAIRS

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BROOKS ROAD

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MARCH STREET

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CONC. WALK

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SLOPE 1:12 H.C. RAMP

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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

AutoCAD SHX Text 18"tree

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CONC

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WALK

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MILL JOINT

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LOW POINT

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HYD

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HYD

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HYD

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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

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

Card Reader

Catch Basin

PAVEMENT

STOP

STO

STOP

STO

STOP

O P

STO

P STO

STO

STOP

492 PARKING SPOTS

STOP

Ellsworth Road

DUMPSTERS

56'

PAVILION

6' 39'

22'

8' 8'

B-101AFRL

Hangar Road

47'-6"

73'

S01 4" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

S02 SAWCUT JOINT

DRAWING NOTES

C-100

Hangar Road

123456789

25 26 27 28 29 30 31 32

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

LOCATOR MAP

ELECTRONIC PARKWAY, BETWEEN B/2 & DFAS

BROOKS ROAD, B/2 & B/3 ACCESS ROAD ENTRANCE

WORK

AREAS

HANGAR ROAD, B/101 PARKING LOT

R R

G , M

- A

C . L

O C

N S

HANGAR ROAD, B/101 APRON ENTRANCE

BROOKS ROAD, B/3 NORTH PARKING LOT

S01 S02 S01 S02

S01 S02

PAVING GENERAL NOTES

A. CONTRACTOR MUST VERIFY SITE CONDITIONS AND

DIMENSIONS PRIOR TO COMMENCING WORK.

B. UTILITIES WILL BE CLEARLY IDENTIFIED PRIOR TO

COMMENCING WORK. CONTRACTOR IS RESPONSIBLE IF

ANY UTILITIES ARE DISTURBED DURING CONSTRUCTION.

C. SHEET C-101 PAVEMENT REPAIRS CONSISTS PRIMARILY

OF A 4 INCH COLDMILLING AND OVERLAY OF

APPROXIMATELY 26,800 SQ FT OF ASPHALT PAVEMENT,

REFERENCE DETAIL C-500/01.

D. FULL DEPTH REPAIRS (IF NECESSARY) WILL BE

INDENTIFIED AFTER THE EXISTING PAVEMENT IS

COLDMILLED AND THE SUBBASE CAN BE INSPECTED. IN

THE EVENT FULL DEPTH REPAIRS ARE NEEDED,

REFERENCE DETAIL C-100/01.

E. ALL FINISH GRADES SHALL SLOPE TO DRAIN.

F. REFER TO SHEETS C-200 - C-206 FOR PAVEMENT

MARKING / STRIPING PLAN.

400 800 400 800

400 800

S01 S02

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AutoCAD SHX Text 3"tree

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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

Card Reader

Catch Basin

PAVEMENT

STOP

STO

STOP

STO

STOP

O P

STO

P STO

STO

STOP

492 PARKING SPOTS

STOP

Ellsworth Road

93'

8' 8'

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

ENTRY CONTROL ROAD, ACTIVE VEHICHLE BARRIERS

OUTBOUND LANE

WORK

AREAS

R R

G , M

- A

Y C

O N

L R

ENTRY CONTROL ROAD, OUTBOUND LANE - SITE EXIT

OUTBOUND LANE

S03 S02

PAVING GENERAL NOTES

A. CONTRACTOR MUST VERIFY SITE CONDITIONS AND

DIMENSIONS PRIOR TO COMMENCING WORK.

B. UTILITIES WILL BE CLEARLY IDENTIFIED PRIOR TO

COMMENCING WORK. CONTRACTOR IS RESPONSIBLE IF

ANY UTILITIES ARE DISTURBED DURING CONSTRUCTION.

C. SHEET C-102 PAVEMENT REPAIRS CONSISTS OF 2 INCH

COLDMILLING AND OVERLAY OF APPROXIMATELY 1,128

SQ FT OF ASPHALT PAVEMENT, REFERENCE DETAIL

C-500/01.

D. ALL FINISH GRADES SHALL SLOPE TO DRAIN.

E. REFER TO SHEETS C-200 - C-206 FOR PAVEMENT

MARKING / STRIPING PLAN.

S02 SAWCUT JOINT

S03 2" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

DRAWING NOTES

C-500

200 400 200 400

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HYD

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SMH

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PLATE ?

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PINE TREES

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RAMP

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HYD

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AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 9, 2026.