ULDF260411 DRAWINGS.pdf

PDF 4 MB Posted Apr 7, 2026

Attached to: Repair Pavement Parking Lot Bldg 106 and Striping
Solicitation number: FA875126Q0004
Issued by: Department of the Air Force Materiel Command Research Laboratory

About this file

Written by GovTribe AI · Apr 7, 2026

This document is a set of construction drawings for a pavement repair and striping project at the U.S. Air Force Research Laboratory (AFRL) Information Directorate located at 26 Electronic Parkway, Rome, New York 13441. Project number ULDF260411 involves the repair of pavement in Building 106's parking lot and associated striping work at the Rome Research Site.

The project scope includes approximately 64,000 square feet of asphalt pavement repairs consisting primarily of a 4-inch coldmilling and overlay operation. Full-depth repairs will be identified and completed after the existing pavement is coldmilled and the subbase can be inspected. Pavement construction specifications require a 2.5-inch asphalt binder course (NYSDOT Item 402.257903) and a 1.5-inch top course (NYSDOT Item 402.127303), with tack coat and joint sealing in accordance with NYSDOT standards. Pavement markings consist of 152 parking stalls, 4 handicap markings, 1 stop bar with lettering, 16 hatched areas, and 6 light pole bases using yellow and white waterborne paint meeting NYSDOT specifications, with Type 3 glass beads for reflectorization on crosswalks, stop bars, and entry control point striping. The contractor must verify all site conditions and existing utilities prior to commencing work, obtain Form 103 Base Civil Engineering Work Clearance, and ensure positive drainage throughout all work areas. The drawings include a cover sheet, project notes and legend, general notes, asphalt repair details, and pavement marking plans for the Building 106 parking lot and AFRL entry control point areas.

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Other files

File	Type	Posted
FA875126Q0004-Repair Pavement Parking Lot 106 and Striping-QnA.docx	DOCX document	Apr 28, 2026
Offeror Representations and Certifications.docx	DOCX document	Apr 7, 2026
ULDF260411 Specifications.pdf	PDF	Apr 7, 2026
Wage Determination NY20260014.pdf	PDF	Apr 7, 2026
Solicitation - FA875126Q0004.pdf	PDF	Apr 7, 2026

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ROME RESEARCH SITE

AIR FORCE RESEARCH LABORATORY

INFORMATION DIRECTORATE, ROME, NY

Repair Pavement Parking Lot BLDG 106 & Striping Project No: ULDF260411

DRAWING NO.

G-001 COVER

CIVIL DRAWINGS

C-001 PROJECT NOTES AND LEGEND

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

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

C-201 PAVEMENT MARKINGS - AFRL ENTRY CONTROL POINT

DRAWING LIST

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LEGEND

-COLDMILL ASPHALT REPAIRS

-PERIMETER SECURITY FENCE

-EXISTING CATCH BASIN

-SIGN

-MANHOLE

-LIGHT POLE

-BOLLARD

-PEDESTRIAN TURNSTILE

-JERSEY BARRIER

-VERSA-BLOK KNEE WALL

-TREE

-SWING GATE

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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 11TH

EDITIONOF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

REVISION 1 (DATED DEC. 2025) AND IT'S SUPPLEMENTS.

PAVEMENT PAINT SHALL BE WATERBORNE YELLOW PAINT MEETING NYSDOT

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

AREAS, STOP BARS, PAVEMENT LETTERING, AND TRAFFIC ARROWS AND APPLIED IN

ACCORDANCE WITH NYSDOT SPECIFICATION SECTION 640.

PAVEMENT PAINTS SHALL BE WATERBORNE WHITE PAINT MEETING NYSDOT

SPECIFICATION 727-03 FOR ALL CROSSWALKS AND APPLIED IN ACCORDANCE WITH

NYSDOT SPECIFICATION SECTION 640.

ALL STOP BARS MUST INCLUDE "STOP" LETTERING.

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

REFLECTORIZED WITH TYPE 3 GLASS BEADS MEETING NYSDOT SPECIFICATION

727-05.

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PAVEMENT

SAWCUT

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S01 4" COLD MILL ASPHALT PAVEMENT, SEE DETAIL

DRAWING NOTES

C-100

NTS

TYPICAL COLDMILL AND OVERLAY DETAILS01

C-100

SEAL JOINT (TYP.)

TACK COAT

EXISTING SUBBASE

4" MILL AND OVERLAY

-2.5" BINDER COURSE, NYSDOT 402.257903

-1.5" TOP COURSE, NYSDOT 402.127303

NOTE:

- ALL MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE

NEW YORK STATE DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS.

4" COLDMILL AND

OVERLAY

EXISTING PAVEMENT

N.T.S.

TYPICAL FULL DEPTH ASPHALT REPAIR02

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

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LOCATOR MAP

BUILDING 106 PARKING LOT

SCALE: 1"= 21'

WORK

AREA

S01

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. BUILDING 106 PAVEMENT REPAIRS CONSISTS PRIMARILY

OF A 4 INCH COLDMILLING AND OVERLAY OF

APPROXIMATELY 64,000 SQ FT OF ASPHALT PAVEMENT,

REFERENCE DETAIL C-500/01.

D. FULL DEPTH REPAIRS 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-500/02.

E. ALL FINISH GRADES SHELL SLOPE TO DRAIN.

F. REFER TO SHEETS C-200 & C-201 FOR PAVEMENT

MARKING / STRIPING PLAN.

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VENT

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HYD

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RAMP

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LOADING DOCK

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HYD

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HYD

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PINE TREES

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PAD

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CONC WALK

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CONC PAD

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CONC PAD

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FANS

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CROSSWALK

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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

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

AutoCAD SHX Text 18"tree

AutoCAD SHX Text grass area

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SEAL JOINT (TYP.)

B-37

152 PARKING SPOTS

STOP

18'

25'

10' R5'

29'

25'

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

S02 STRIPE 4 " SOLID YELLOW PARKING STALL LINES

S03 STRIPE CROSSWALKS (REFLECTORIZED), SEE DETAIL

S04 STRIPE STOP BAR W/ LETTERING (REFLECTORIZED), SEE DETAIL

S05 STRIPE HANDICAP PAVEMENT MARKING

S06 STRIPE HATCHED AREA

S07 PAINT LIGHT POLE BASE IN OSHA SAFETY YELLOW

S08 RESTRIPE A.V.B. ENVELOPE MARKINGS (REFLECTORIZED), SEE DETAIL

S09 RESTRIPE 4" SOLID YELLOW CENTER LINE (REFLECTORIZED)

S10 RESTRIPE 4" SOLID WHITE BOUNDARY LINE (REFLECTORIZED)

S11 RESTRIPE 4" DASHED YELLOW CENTER LINE (REFLECTORIZED)

S12 RESTRIPE 4" YELLOW GORE AREA (REFLECTORIZED)

S13 RESPTRIPE EXITING PEDESTRIAN MARKINGS

S14 STRIPE EXISTING TRAFFIC ARROWS

C-200

C-201

DRAWING NOTES

PAVEMENT MARKING GENERAL NOTES

A. CONTRACTOR MUST VERIFY SITE CONDITIONS AND

DIMENSIONS PRIOR TO COMMENCING WORK.

B. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN

ACCORDANCE WITH AFRL ROME LABS REGULATIONS,

MOST RECENT EDITION OF THE MUTCD, AND THE US

DOT/FHWA STANDARD HIGWAY SIGN AND MARKINGS

MANUAL.

C. ANY STRIPING REQUIRING REFLECTORIZATION MUST

UTILIZE TYPE 3 GLASS BEADS.

D. BUILDING 106 PARKING LOT PAVEMENT MARKINGS

CONSISTS OF:

-152 PARKING STALLS

-4 HANDICAP MARKINGS

-1 STOP BAR (INCLUDING "STOP" LETTERING)

-16 HATCHED AREAS

- 6 LIGHT POLE BASES

NOTE:

ALL CROSSWALKS SHALL BE WHITE REFLECTORIZED PAINT tYP.

1. ALL STOP BARS AND LETTERING SHALL BE YELLOW REFLECTORIZED

PAINT TYP.

VARIES WITH WIDTH OF STREET

24"

12"

8' MIN.

4' MIN.

24"

VARIES WITH WIDTH OF LANE

STOP BAR

12"

STOP

28"

16"

0.390316"

N.T.S.

STOP LINE / CROSSWALK MARKING01

C-200

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

BUILDING 106 PARKING LOT - BROOKS ROAD

SCALE: 1"=21'

LOCATOR MAP

WORK

AREA

S02

S06

S05

S03

S04

S03

N G

L O

D G

T M

N G

- A

N G

L O

S06

S06 S06

S06S06S05S06S05S06S05

S07 S07

S06

S06 S06

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CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

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HYD

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SMH

AutoCAD SHX Text

PLATE ?

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PINE TREES

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

LOADING DOCK

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RAMP

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LOADING DOCK

AutoCAD SHX Text

HYD

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HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

FAN

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HYD

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AutoCAD SHX Text

VENT

AutoCAD SHX Text

HYD

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

PINE TREES

AutoCAD SHX Text

PAD

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text B-105

AutoCAD SHX Text

FANS

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CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

HYD

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AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

TEST PT

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10" PIPE ?

AutoCAD SHX Text

VALVE?

AutoCAD SHX Text

WALK

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

PADS

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CONC

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CONC

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CONC

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CONC WALK

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CONC WALK

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CONC WALK

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CONC

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CONC

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CONC

AutoCAD SHX Text

PAD

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CONC

AutoCAD SHX Text x

AutoCAD SHX Text

GATE

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AutoCAD SHX Text

HYD

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HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

CROSSWALK

AutoCAD SHX Text x

AutoCAD SHX Text

FLOWER BOX

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

BROOKS ROAD

AutoCAD SHX Text

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

AutoCAD SHX Text 18"tree

AutoCAD SHX Text grass area

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text x

AutoCAD SHX Text

MARCH STREET

AutoCAD SHX Text

PAD

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CONC PAD

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CONC PAD

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

PADS

AutoCAD SHX Text

CONC

AutoCAD SHX Text

PAD

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

PAD

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text

MILL JOINT

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

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

HSS8x8x3/8

HSS8x8x1/4

HSS8x8x1/4HSS8x8x1/4

Lamp

Catch Basin

"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

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.

STA.

PARKING

100 CONTROL

TOWER

63856092

N731

Olive Grove Street

ELLSWORTH ROAD

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

O P

P STO

STO

STOP

492 PARKING SPOTS

STOP

Ellsworth Road

STOP

18 PARKING SPOTS

80PARKING SPOTS

Brooks Road

53'

Catch Basin

Brooks Road

STOP

12 PARKING

SPOTS

S02 STRIPE 4 " SOLID YELLOW PARKING STALL LINES

S03 STRIPE CROSSWALKS (REFLECTORIZED), SEE DETAIL

S04 STRIPE STOP BAR W/ LETTERING (REFLECTORIZED), SEE DETAIL

S05 STRIPE HANDICAP PAVEMENT MARKING

S06 STRIPE HATCHED AREA

S07 PAINT LIGHT POLE BASE IN OSHA SAFETY YELLOW

S08 RESTRIPE A.V.B. ENVELOPE MARKINGS (REFLECTORIZED), SEE DETAIL

S09 RESTRIPE 4" SOLID YELLOW CENTER LINE (REFLECTORIZED)

S10 RESTRIPE 4" SOLID WHITE BOUNDARY LINE (REFLECTORIZED)

S11 RESTRIPE 4" DASHED YELLOW CENTER LINE (REFLECTORIZED)

S12 RESTRIPE 4" YELLOW GORE AREA (REFLECTORIZED)

S13 RESPTRIPE EXITING PEDESTRIAN MARKINGS

S14 STRIPE EXISTING TRAFFIC ARROWS

C-200

C-201

DRAWING NOTESPAVEMENT MARKING GENERAL NOTES

A. CONTRACTOR MUST VERIFY SITE CONDITIONS AND DIMENSIONS PRIOR

TO COMMENCING WORK.

B. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE

WITH AFRL ROME LABS REGULATIONS, MOST RECENT EDITION OF THE

MUTCD, AND THE US DOT/FHWA STANDARD HIGWAY SIGN AND

MARKINGS MANUAL.

C. ANY STRIPING REQUIRING REFLECTORIZATION MUST UTILIZE TYPE 3

GLASS BEADS.

D. ENTRY CONTROL POINT PAVEMENT MARKINGS CONSISTS OF:

-30 PARKING STALLS (18 STALLS IN VISITOR CENTER PARKING LOT, 12 STALLS IN THE OUTSIDE

GATE PARKING LOT)

-3 HANDICAP MARKINGS

-2 STOP BAR (INCLUDING "STOP" LETTERING)

-2 HATCHED AREAS

-4 TRAFFIC ARROWS

-6 PEDESTRIAN MARKINGS

TRAFFIC ARM

INDUCTIVE LOOPS

ACTIVE VEHICLE

BARRIER

STOP BAR

REFLECTORIZED

WHITE

REFLECTORIZED

TRANSVERSE

PAVEMENT

MARKING

(16" WIDE STRIPES)

WHITE

REFLECTORIZED

TRANSVERSE

PAVEMENT MARKING

8' 10'

(TYP)

34'

12'

PLAN

N.T.S.

ACTIVE VEHICLE BARRIER (AVB) ENVELOPE MARKINGS01

C-201

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

AFRL & DFAS - ENTRY CONTROL POINT / OFF BROOKS RD - SCALE: 1"=29' LOCATOR MAP

WORK

AREA

S02

S03

S06 S04 S05

S08 S05 S05

S14

S04

S12

S10

S12

S12 S11

S12

S13

S10

S14

S08

AFRL OUTSIDE GATE PARKING/ OFF BROOKS RD

SCALE: NTS

S02

S04

N G

L O

D G

T M

N G

- A

Y C

O N

N.I.C

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

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

FAN

AutoCAD SHX Text x

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

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

VENT

AutoCAD SHX Text

HYD

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

PINE TREES

AutoCAD SHX Text

AutoCAD SHX…

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File details come from the government source that posted it. Updated Apr 7, 2026.