Attachment 3 - WHXP240414 DRAWINGS Rev1.pdf

PDF 2 MB Posted May 20, 2026

Attached to: Stockbridge Parking Area and Roads
Solicitation number: FA875126Q0007
Issued by: Department of the Air Force Materiel Command Research Laboratory

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Written by GovTribe AI · May 20, 2026

This document is a set of construction design plans for a parking area project at the U.S. Air Force Research Laboratory Information Directorate in Rome, New York.

The project (WHXP240414) involves constructing a gravel parking pad and upgrading access roads at the Stockbridge Testing Annex. The work includes a 137'-6" gravel parking pad (Pad 22) with associated access road improvements along the Uvect Drive corridor. The parking area is highlighted as "Bid Option 1" and must be priced separately. Construction requires a reinforced separation geotextile layer with 8-inch subbase course, 2% slope for drainage, and 5-foot shoulders. Road sections include gravel road construction (Sections 1 and 3) with 2% slopes, 8-inch subbase course, and reinforced separation geotextile. The project involves protection of existing lawn areas and gravel drives during construction. All soil erosion and sedimentation control measures must comply with New York Standards and Specifications for Erosion and Sediment Control, including silt fence installation around stockpiles, seeding and mulching within one week of final grading, and ongoing inspections. The contractor must verify existing conditions and utility locations prior to work commencement and coordinate construction sequencing with the government's representative. Plans are dated May 19, 2026, and were designed by P. Fitzgerald for the Civil Engineering, Programming & Engineering division at 26 Electronic Parkway, Rome, NY 13441.

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Other files

File	Type	Posted
Solicitation Amendment FA875126Q00070001 SF 30.pdf	PDF	May 20, 2026
Attachment 1 - WXHP240414 SOW Rev1.pdf	PDF	May 20, 2026
Solicitation Amendment - FA875126Q00070001.pdf	PDF	May 20, 2026
Solicitation - FA875126Q0007.pdf	PDF	May 1, 2026
Attachment 2 - WHXP240414 Specifications.pdf	PDF	May 1, 2026
Attachment 4 - WD 2015-4163 Rev 31 - 3 Dec 25.pdf	PDF	May 1, 2026
Attachment 1 - WXHP240414 SOW.pdf	PDF	May 1, 2026
Attachment 3 - WHXP240414 DRAWINGS.pdf	PDF	May 1, 2026

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108'

60' 42'

EXISTING LAWN AREA

(PROTECT FROM DAMAGE)

EXISTING GRAVEL DRIVE

(PROTECT FROM DAMAGE)B 1426

42'

40'

110'

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AIR FORCE RESEARCH LABORATORY

INFORMATION DIRECTORATE, ROME, NY

CONSTRUCT PARKING AREA - STOCKBRIDGE

Project No: WHXP240414

STOCKBRIDGE TESTING ANNEX

DRAWING INDEX

GENERAL

GÁ��1 COVER S*EET

CIVIL

CÁ��1 GENERAL PRO,ECT NOTES AND LEGEND

CÁ��2 OVERALL SITE PLAN

CSÁ1�� GRAVEL PAR-ING PAD PAD 22 �7VECT DRIVE ROAD 7PGRADES

CSÁ�� DETAILS

NO TITLE

REFERENCE NOTES

1. CONSTRUCTION DRAWINGS BASED ON TOPOGRAPHIC, PROPERTY AND UTILITY

SURVEY PREPARED BY LAFAVE, WHITE & MCGIVERN, LAND SURVEYORS, P.C.,

PO BOX 347, 101 EAST SCHUYLER STREET, BOONVILLE, NEW YORK 13309.

DATEED: DECEMBER 12, 2014 UPDATED: SEPTEMBER 28, 2015 AND

FEBRUARY 9 2016. PHONE: 315-942-4424.

2. NORTH ARROW AND BEARINGS SHOWN ARE BASED ON NEW YORK STATE

GRID NORTH AS DETERMINED BY GPS OBSERVATIONS.

3. HORIZONTAL DATUM IS NEW YORK STATE PLANE CENTRAL ZONE, VERTICAL

DATUM IS NAVD 1988.

GENERAL NOTES

1. ROCK EXCAVATION IS NOT ANTICIPATED FOR THE PROJECT WORK BUT MAY

BE ENCOUNTERED.

2. THE CONTRACTOR SHALL CONTACT THE INSTALLATION CIVIL ENGINEER AT

LEAST 30 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

3. WORK SHALL ONLY PROCEED WHEN SURFACE IS DRY AND DEEMED

ACCEPTABLE BY THE GOVERNMENT'S REPRESENTATIVE.

4. THE CONTRACTOR IS RESPONSIBLE FOR AREAS DISTURBED BEYOND ROAD

CORRIDORS, OR AS SHOWN ON CONTRACT DOCUMENTS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ANY EQUIPMENT OR CONSTRUCTION

DAMAGE TO THE EXISTING ROAD SYSTEM NOT IN THIS CONTRACT. ALL

ROADS MUST BE REPAIRED BACK TO THEIR ORIGINAL SPECIFICATIONS.

6. EXISTING STONE WALLS SHALL NOT BE DISTURBED DURING CONSTRUCTION.

ALL EXISTING STONE WALLS MAY NOT BE SHOWN ON THE PLANS.

ARCHEOLOGICAL AREAS MY BE DISCOVERED DURING CONSTRUCTION. STOP

WORK AND NOTIFY GOVERNMENT'S REPRESENTATIVE IMMEDIATELY IF

ARCHEOLOGICAL AREAS ARE DISCOVERED. RECEIVE DIRECTION FROM

GOVERNMENT'S REPRESENTATIVE BEFORE RESUMING WORK.

7. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL BUILDINGS,

ROADWAYS, GUY WIRES, MANHOLES, UNDERGROUND UTILITIES, ETC. GROUND

PENETRATING RADAR AND ELECTROMAGNETIC INDUCTION EQUIPMENT SHALL

BE USED TO FIELD VERIFY ALL UNDERGROUND UTILITIES IN ALL AREAS WHERE

WORK IS SCHEDULED TO BE EXECUTED.

8. APPROXIMATE LOCATIONS OF EXISTING CONDUIT PATHS ARE SHOWN ON

DRAWINGS. IT IS LIKELY THAT THESE PATHS WILL INTERFERE WITH NEW WORK.

AT THE DISCRETION OF THE GOVERNMENT'S REPRESENTATIVE AVOIDING

CONDUIT PATHS OR ENCASING EXISTING CONDUIT WILL BE NECESSARY.

SITE MATERIAL NOTES

1. ALL SITE IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THE

LATEST STANDARDS AND SPECIFICATIONS OF THE NEW YORK STATE

DEPARTMENT OF ENVIRONMENTAL CONSERVATION; NEW YORK

DEPARTMENT OF TRANSPORTATION; LOCAL UTILITY AUTHORITIES; AND ANY

OTHER AGENCIES HAVING JURISIDICATION

SITE GRADING AND DRAINAGE NOTES

1. RESTRICT GRADING OPERATIONS TO ROAD AREAS SHOWN ON THE

CONSTRUCTION DRAWINGS. GRADING OUTSIDE THE ROAD CORRIDOR, UNLESS

AUTHORIZED BY THE GOVERNMENT REPRESENTATIVE, WILL NOT BE

PERMITTED.

2. BLEND ALL LINES AND GRADES OF NEW WORK SMOOTHLY WITH EXISTING.

3. PROVIDE TEMPORARY SITE DRAINAGE INCLUDING SWALES, DITCHES AND

PUMPS AS REQUIRED TO MAINTAIN THE SITE IN A TRAFFICABLE CONDITION.

DO NOT DISCHARGE WATER INTO AREAS TO BE DEVELOPED UNDER THIS

CONTRACT.

4. KEEP ROADS CLEAN OF MUD AND DEBRIS AT ALL TIMES.

SITE EROSION CONTROL NOTES

1. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL

CONFORM TO THE LATEST EDITION OF THE NEW YORK STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. INSTALL AND

MAINTAIN ALL MEASURES TO EFFECTIVELY CONTAIN ALL SOIL MATERIAL

WITHIN THE PROJECT LIMITS.

2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE

DISTURBANCE AND MAINTAIN UNTIL ALL DISTURBED AREAS ARE STABILIZED.

3. PLACE SILT FENCE AROUND SOIL STOCKPILE AREAS. SEED AND MULCH ALL

SOIL STOCKPILES LEFT IN PLACE MORE THAN SEVEN DAYS DURING

CONSTRUCTION. EXACT LOCATIONS OF SOIL STOCKPILES ARE TO BE

DETERMINED BY THE GOVERNMENTS REPRESENTATIVES.

4. CONDUCT INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROL

MEASURES AS REQUIRED. MAINTAIN AND/OR REINSTALL MEASURES AS

NECESSARY TO ENSURE THEIR EFFECTIVENESS.

5. ALL AREAS OF SOIL DISTURBANCE SHALL BE SEEDED WITH THE SPECIFIED

SEED MIX AND MULCHED WITHIN ONE WEEK OF FINAL GRADING. MULCH

SHALL BE MAINTAINED UNTIL ADEQUATE VEGETATION COVER IS

ESTABLISHED.

SEQUENCING NOTES

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

2. INSTALL REINFORCED SEPARATION GEOTEXTILE, SUBBASE (IMMEDIATELY

AFTER SUBGRADE HAS BEEN PREPARED. DO NOT ALLOW TRUCKS TO RUT

PREPARED SUBGRADE.

3. DO NOT BLOCK ACCESS TO ROADS AND PAD LOCATIONS THAT ARE NOT

UNDER CURRENT CONSTRUCTION.

4. CONSTRUCTION SEQUENCE WILL BE COORDINATED WITH GOVERNMENT'S

REPRESENTATIVE.

5. DO NOT CONSTRUCT ROAD IMPROVEMENTS WHEN SUBGRADES ARE WET.

UTILIZE TEMPORARY DRAINAGE SWALES TO DIVERT RUNOFF AWAY FROM THE

ROAD SECTION AND ALLOW SUBGRADES TO DRY BEFORE COMMENCING

CONSTRUCTION.

GRAVEL PARKING PAD NOTES:

1. CONTRACTOR TO STRIP THE TOPSOIL AND SUBGRADE OFF THE PROPOSED

PARKING PAD LOCATION IN ORDER TO ACHIEVE THE PROPSED 8 IN COMPACTED

DEPTH FOR THE PARKING PAD.

2. CONTRACTOR TO INSTALL GEOTEXTILE TO CONFORM TO NYSDOT STANDARD

SPEC SECTION 207, AND BE US FABRICS US 200, OR EQUAL. MINIMUM

STRENGTH CLASSIFICATION SHALL MEET OR EXCEED REQUIREMENTS ON TABLE

737-01A CLASS 1.

3. CONTRACTOR TO INSTALL 8 INCH COMPACTED DEPTH OF NYSDOT TYPE 2 BASE

COURSE TO BE COMPACTED IAW SECTION 203-3.03C OF NYSDOT STANDARD

SPECS. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE MOISTURE

CONTENT OF THE SUBGRADE AND BASE COURSE MATERIAL IS ADEQUATE TO

MEET COMPACTION REQUIREMENTS..

4. CONTRACTOR TO ALSO ENSURE THE PARKING PAD INCLUDES 15 INCH

SHOULDERS WITH A 1:3 MAXIMUM SLOPE AROUND THE ENTIRE PERIMETER.

5. CONTRACTOR CAN DUMP SPOILS ON-SITE IN AREAS DESIGNATED BY AFRL

PERSONNEL.

EX UNDERGROUND COMM. (APPROXIMATE�

EX UNDERGROUND ELEC. (APPROMIXATE�

LEGEND

EX UTILITY BOX

EX METER

EX ELEC. POWER UTILITY

EX GUY W/3'X3'X3' CONC.

EX TRANSFORMER

EX HIGH VOLTAGE ELEC./FIBER OPTIC VAULT

EX DECIDUOUS TREE

EX CONIFER TREE

GRAVEL

TRANSFORMER

ELEC. BOX

TYP GRAVEL PAD SITE

EX CONTOUR

EX PAD LOCATION

EX DIRECTIONAL SIGN

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42'

EXISTING LAWN AREA

(PROTECT FROM DAMAGE)

EXISTING GRAVEL DRIVE

(PROTECT FROM DAMAGE)B 1426

OVERALL SITE PLAN

SCALE : 1" = 200'

42'

40'

110'

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SHEET SIZE: 24" x 36"

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WORK AREA

42'

EXISTING LAWN AREA

(PROTECT FROM DAMAGE)

EXISTING GRAVEL DRIVE

(PROTECT FROM DAMAGE)B 1426

42'

40'

110'

GENERAL NOTES

A. CONTRACTOR MUST VERIFY DIMENSIONS PRIOR TO

COMMENCING WORK.

B. CONTRACTOR MUST VERIFY NO UTILITIES ARE TO DISRUPTED.

C. ALL FINISH GRADES SHALL SLOPE TO DRAIN

D. REFER TO SHEETS CS500 FOR ROAD SECTIONS AND GRAVEL

PAD PROFILES.

E. HIGHTLIGHTED PARKING AREA A1 IS TO BE PRICED OUT AS

"BID OPTION 1".

SCALE: 1" = 40'

40 40 0 80

PAD 22 ACCESS & UVECT DRIVE PLAN

SCALE : 1" = 50'

GALAXY NORTHEASTEX FIBER

OPTIC VAULT

EX TRANSFORMER

EX FIBER OPTIC VAULT

0+00

BEGINNING OF WORK

1+00

2+00

3+00

4+00

AD SE

CTIO

N 3

PAD 22 ACCESS

TRANSITION

B/W SECTIONS

ROAD SECTION 3

5+00

EX GUY

WIRE, TYP.

EX GRAVEL

PAD SITE

226+00

UVECT DRIVE

10+48

7+00

N:1107391.0831 E:1070450.8859

AD SECTIO

N 1

AD SECTIO

N 1

8+00

9+00

10+00

END OF WORK

120'

100'

137'-6"

GRAVEL PAD, SEE DETAIL

GRAVEL ROAD (SECTION 1), SEE DETAIL

GRAVEL ROAD (SECTION 3), SEE DETAIL

DRAWING NOTES

CS500

W H

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CS-100

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ROME RESEARCH SITE

U .S

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E, IN

A N

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SHEET SIZE: 24" x 36"

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G R

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GRAVEL PARKING PAD PLAN

SCALE : 1" = 40'

AutoCAD SHX Text

CS500

AutoCAD SHX Text

CS500

AutoCAD SHX Text

CS500

AutoCAD SHX Text

CS500

ROAD SECTION 1

NOT TO SCALE

SUBGRADE, TYP.

EX GRADE

SHOULDER

2% SLOPE

1:3 MAX

5'-0"2'-6"

SHOULDER

5'-0" 2'-6"

8" SUBBASE COURSE

1:3 MAX

2% SLOPE MATCH EX. GRADE TYP.

REINFORCED SEPERATION GEOTEXTILE

EX GRADE

MATCH EX. GRADE TYP.

SHOULDER

5'-0"2'-6" 5'-0" SHOULDER

LENGTH VARIES UPON EX GRADE

8" SUBBASE COURSE

2% SLOPE

1:3 MAX

SUBGRADE, TYP.

VARIES

ROAD SECTION 3

NOT TO SCALE

GRAVEL PARKING PAD DETAIL

NOT TO SCALE

8" SUBBASE COURSE

MATCH EX. GRADE

1'-3" SHOULDER

1:3 MAX

REINFORCED SEPERATION GEOTEXTILE

SUBGRADE, TYP.

CS500

W H

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CS-500

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SHEET SIZE: 24" x 36"

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G-001

Sheets and Views

G-001

C-001

Sheets and Views

C-001

C-002

Sheets and Views

C-002

CS-100

Sheets and Views

CS-100

CS-500

Sheets and Views

CS-500

File details come from the government source that posted it. Updated May 20, 2026.