Attachment 3- Plans (All Sheets).pdf

PDF 4 MB Posted Jul 19, 2024

Attached to: Road/Parking Striping, Catch Basin Replacement, Asphalt Repair
Solicitation number: FA665624B0003
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Jul 19, 2024

This document appears to be a federal solicitation for road/parking striping, catch basin replacement, and asphalt repair at the 910th Airlift Wing (AFRC) located at the Youngstown Air Reserve Station in Vienna, Ohio.

The solicitation consists of three line items: 1) Restriping of centerlines, edge lines, parking stalls, handicap symbols, etc., and sealing approximately 15,000 linear feet of cracks; 2) Replacing a catch basin, including sawcutting, removal, providing a new basin, backfilling, and cold patching; and 3) Removing and replacing a 10' x 55' section of asphalt and top course. The anticipated total contract value is between $100,000 and $250,000, with a 90-calendar day performance period. The solicitation is a 100% HUBZone Small Business set-aside, with the award going to a HUBZone certified contractor. The closing date for offers is August 23, 2024 at 10:00am EDT. A site visit is scheduled for August 6, 2023.

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Other files

File	Type	Posted
Attachment 2- 24-0012 Specifications Package.pdf	PDF	Jul 19, 2024
Attachment 7-ZQEL 24-0012 SOW.docx	DOCX document	Jul 19, 2024
Attachment 1- Construction Wage General Decision Number OH20240001 07-05-2024.pdf	PDF	Jul 19, 2024
Solicitation - FA665624B0003.pdf	PDF	Jul 19, 2024
Attachment 5-Question Submission Form ZQEL 24-0012.docx	DOCX document	Jul 19, 2024
Attachment 6- Base Access Requirements -6 AUG SITE VISIT.docx	DOCX document	Jul 19, 2024
Attachment 4-Responsibility Questionnaire ZQEL 24-0012.docx	DOCX document	Jul 19, 2024

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T/W "G

RUNWAY OBJECT FREE AREA

T/W "H"

U. S. A. F.

YOUNGSTOWN AIR RESERVE STATION

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

PROJECT ZQEL 2024-0012

1 of 11 G-1 TITLE SHEET

2 of 11 C-1 PHASING PLAN OVERALL

3 of 11 C-2 STRIPING PLAN - AREA 1

4 of 11 C-3 STRIPING PLAN - AREA 2

5 of 11 C-4 STRIPING PLAN - AREA 3

6 of 11 C-5 STRIPING PLAN - AREA 4

7 of 11 C-6 STRIPING PLAN - AREA 5

8 of 11 C-7 STRIPING PLAN - AREA 6

9 of 11 C-7A STRIPING DETAIL - AREA 6

10 of 11 C-8 STRIPING PLAN - AREA 7

11 of 11 C-9 PERIMETER ROAD REPAIR

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BUILDING. 510

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BASE CIVIL ENGINEER

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BUILDING. 510

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BASE CIVIL ENGINEER

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BUILDING. 504

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BASE CONTRACTING OFFICE

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CLASS A FENCE

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INSTALLED 2' INSIDE

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BUILDING NORTH

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TRUE NORTH

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AIRCRAFT APRON

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KING GRAVES RD.

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PENNSYLVANIA

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OHIO

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WARREN

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KING GRAVES RD.

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YOUNGSTOWN AIR BASE

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NTS

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B. PHILLIPS

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18 JULY 2024

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SHEET G-0 / 1 OF 11

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2024-0012 SUSTAIN BASE ROADS & PARKING

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TITLE SHEET

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YOUNGSTOWN AIR RESERVE STATION

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3976 KING GRAVES ROAD

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VIENNA, OHIO 44473

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YOUNGSTOWN WARREN REGIONAL AIRPORT, ARS

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SUSTAIN BASE ROADS & PARKING

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AIR FORCE RESERVE COMMAND HEADQUARTERS

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%%UDRAWING INDEX

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DWG SHEET NO: SHEET TITLE SHEET TITLE

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COMMUNICATIONS SYSTEMS

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DATE

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SAFETY

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BIO-ENVIRONMENTAL

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FIRE PROTECTION

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REVIEWED BY:

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PROJECT ENGINEER

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CHIEF, DESIGN BRANCH

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APPROVED BY:

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CHIEF, ENGINEERING DIVISION

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DATE

1P 10

ARNOLD ROAD

HERRIMAN ROAD

N Y

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A D

N Y

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STOPA ROAD

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REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

PHASE 1

PHASE 8

PHASE 7

PHASE 6

PHASE 3

PHASE 2

PHASE 5

PHASE 4

PHASE 5

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REMOVE AND RECAP CATCH BASIN REFER TO SHEET C-7A

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NTS

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B. PHILLIPS

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18 JULY 2024

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2024-0012 SUSTAIN BASE ROADS & PARKING

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PHASING PLAN - OVERALL

SHEET C-1 / 2 of 11

PERIM

ETER ROAD

PERIMETER ROAD

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

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END/BEGIN EDGE LINE

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END/BEGIN EDGE LINE

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EDGE LINE CL LINE (YELLOW) EDGE LINE

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NORTH

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( IN FEET )

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GRAPHIC SCALE

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MATCHLINE - SEE SHEET C-5

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MATCHLINE - SEE SHEET C-4

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NOT IN CONTRACT

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WHITE EDGE STRIPE

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EDGE OF PAVEMENT

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OF WORK

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OF WORK

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BREAK EDGE LINES AT ALL STREET AND DRIVE INTERSECTIONS

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B. PHILLIPS

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18 JULY 2024

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2024-0012 SUSTAIN BASE ROADS & PARKING

STRIPING & CURBING PLAN - AREA 1

1P 10

N Y

R O

A D

ARNOLD ROAD

King G rav es

Roa d

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

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LOT

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PL 100

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PL 102N

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PARKING LOT STRIPING COUNT

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STANDARD

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PL 201

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6P 10

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REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

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STOP BAR

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EDGE LINE

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CL LINE (YELLOW)

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EDGE LINE

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END/BEGIN EDGE LINE

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END/BEGIN EDGE LINE

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STOP BAR

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EDGE LINE

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CL LINE (YELLOW)

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EDGE LINE

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END/BEGIN EDGE LINE

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END/BEGIN EDGE LINE

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STOP BAR

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STOP BAR

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STOP BAR

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END/BEGIN EDGE LINE

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END/BEGIN EDGE LINE

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EDGE LINE CL LINE (YELLOW) EDGE LINE

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NORTH

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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WHITE EDGE STRIPE

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EDGE OF PAVEMENT

AutoCAD SHX Text

TYPICAL PAVEMENT STRIPING DETAIL

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NOT TO SCALE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

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PAVEMENT

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EDGE OF PAVEMENT

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YELLOW C STRIPE

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WHITE EDGE STRIPE

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MATCHLINE - SEE SHEET C-5

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MATCHLINE - SEE SHEET C-7

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MATCHLINE - SEE SHEET C-3

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MATCHLINE - SEE SHEET C-2

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LOT

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PL 101

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PL 104

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PL 106

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PL 107

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PL 219

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PL 504N

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PL 504S

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PL 506

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PL 521

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PARKING LOT STRIPING COUNT

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STANDARD

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HANDICAPPED

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BREAK EDGE LINES AT ALL STREET AND DRIVE INTERSECTIONS

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AutoCAD SHX Text 1"=50'

AutoCAD SHX Text

B. PHILLIPS

AutoCAD SHX Text

18 JULY 2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

2024-0012 SUSTAIN BASE ROADS & PARKING

AutoCAD SHX Text

STRIPING & CURBING PLAN - AREA 3

AutoCAD SHX Text SHEET C-4 / 5 of 11

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PL 530

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PL 539

AutoCAD SHX Text

PL 540N

AutoCAD SHX Text

PL 540S

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PERIM

ETER ROAD

PERIMETER ROAD

CAM

P ROAD

CAM

P ROAD

ARIN

E R

OAD

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

AutoCAD SHX Text

STOP

AutoCAD SHX Text

FAM CAMP

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SPUR 1

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SPUR 2

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SPUR 3

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SPUR 4

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SPUR 5

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SPUR 6

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SPUR 7

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SPUR 8

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SPUR 9

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SPUR 10

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SPUR 11

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SPUR 12

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SPUR 13

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SPUR 14

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SPUR 15

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SPUR 16

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FIRE TRAINING AREA

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WATER QUALITY CHAMBER

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STOP

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EDGE LINE

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END/BEGIN EDGE LINE

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STOP BAR

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END/BEGIN EDGE LINE

AutoCAD SHX Text

EDGE LINE CL LINE (YELLOW) EDGE LINE

AutoCAD SHX Text

EDGE LINE CL LINE (YELLOW) EDGE LINE

AutoCAD SHX Text

EDGE LINE

AutoCAD SHX Text

EDGE LINE CL LINE (YELLOW) EDGE LINE

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NORTH

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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GRAPHIC SCALE

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MATCHLINE - SEE SHEET C-8

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MATCHLINE - SEE SHEET C-4

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MATCHLINE - SEE SHEET C-2

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WHITE EDGE STRIPE

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EDGE OF PAVEMENT

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TYPICAL PAVEMENT STRIPING DETAIL

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NOT TO SCALE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

PAVEMENT

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EDGE OF PAVEMENT

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YELLOW C STRIPE

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WHITE EDGE STRIPE

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OF WORK

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LIMITS

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OF WORK

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LIMITS

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BREAK EDGE LINES AT ALL STREET AND DRIVE INTERSECTIONS

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text

B. PHILLIPS

AutoCAD SHX Text

18 JULY 2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

2024-0012 SUSTAIN BASE ROADS & PARKING

AutoCAD SHX Text

STRIPING & CURBING PLAN - AREA 4

AutoCAD SHX Text SHEET C-5 / 6 of 11

AutoCAD SHX Text

OF WORK

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LIMITS

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LOT

AutoCAD SHX Text

PL 538

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PARKING LOT STRIPING COUNT

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STANDARD

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HANDICAPPED

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OF WORK

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LIMITS

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OF WORK

LIMITS

N Y

R O

A D

STOPA ROAD

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

AutoCAD SHX Text

AutoCAD SHX Text Concrete Ramp

AutoCAD SHX Text

BFI

AutoCAD SHX Text

BFI

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STOP

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STOP

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BFI

AutoCAD SHX Text

BFI

AutoCAD SHX Text

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text

CL LINE (YELLOW)

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EDGE LINE (WHITE)

AutoCAD SHX Text

CL LINE (YELLOW)

AutoCAD SHX Text

EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

CL LINE (YELLOW)

AutoCAD SHX Text

EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

EDGE LINE CL LINE (YELLOW) EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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GRAPHIC SCALE

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WHITE EDGE STRIPE

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EDGE OF PAVEMENT

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TYPICAL PAVEMENT STRIPING DETAIL

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NOT TO SCALE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

PAVEMENT

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EDGE OF PAVEMENT

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YELLOW C STRIPE

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WHITE EDGE STRIPE

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MATCHLINE - SEE SHEET C-7

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MATCHLINE - SEE SHEET C-3

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CONTRACT

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NOT IN

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LOT

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PL 203

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PL 205

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PL 206

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PL 207

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PL 208

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PL 302

AutoCAD SHX Text

PARKING LOT STRIPING COUNT

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STANDARD

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HANDICAPPED

AutoCAD SHX Text

BREAK EDGE LINES AT ALL STREET AND DRIVE INTERSECTIONS

AutoCAD SHX Text

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text

B. PHILLIPS

AutoCAD SHX Text

18 JULY 2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

2024-0012 SUSTAIN BASE ROADS & PARKING

AutoCAD SHX Text

STRIPING & CURBING PLAN - AREA 5

AutoCAD SHX Text SHEET C-6 / 7 of 11

AutoCAD SHX Text

PL 303

AutoCAD SHX Text

PL 305

AutoCAD SHX Text

PL 295

AutoCAD SHX Text

PL 308

AutoCAD SHX Text

STOPA ROAD

A R

N O

O A

SPAATZ ROAD

VANDENBURG ROAD

SPAATZ ROAD

G R

O A

SPAATZ ROAD

HERRIMAN ROAD

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

AutoCAD SHX Text

STOP

AutoCAD SHX Text

STOP

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STOP

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STOP

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STOP

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BFI

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BFI

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BFI

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BFI

AutoCAD SHX Text

STOP

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STOP

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BFI

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BFI

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BFI

AutoCAD SHX Text

BFI

AutoCAD SHX Text

STOP

AutoCAD SHX Text

CL LINE (YELLOW)

AutoCAD SHX Text

CL LINE (YELLOW)

AutoCAD SHX Text

EDGE LINE (WHITE)

AutoCAD SHX Text

CL LINE (YELLOW)

AutoCAD SHX Text

CROSS WALK LINES

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

CROSS WALK LINE

AutoCAD SHX Text

CL LINE (YELLOW)

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

REMOVE AND RECAP CATCH BASIN REFER TO SHEET C-7A

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

END/BEGIN EDGE LINE

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

CROSS WALK LINES

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

WHITE EDGE STRIPE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

TYPICAL PAVEMENT STRIPING DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

YELLOW C STRIPE

AutoCAD SHX Text

WHITE EDGE STRIPE

AutoCAD SHX Text

MATCHLINE - SEE SHEET C-6

AutoCAD SHX Text

MATCHLINE - SEE SHEET C-8

AutoCAD SHX Text

MATCHLINE - SEE SHEET C-4

AutoCAD SHX Text

LOT

AutoCAD SHX Text

PL 112

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PL 120

AutoCAD SHX Text

PL 128

AutoCAD SHX Text

PL 400

AutoCAD SHX Text

PL 402

AutoCAD SHX Text

PL 403

AutoCAD SHX Text

PL 407N

AutoCAD SHX Text

PL 407S

AutoCAD SHX Text

PL 413

AutoCAD SHX Text

PL 415

AutoCAD SHX Text

PL 503

AutoCAD SHX Text

PL 507

AutoCAD SHX Text

PL 510

AutoCAD SHX Text

PARKING LOT STRIPING COUNT

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

HANDICAPPED

AutoCAD SHX Text

BREAK EDGE LINES AT ALL STREET AND DRIVE INTERSECTIONS

AutoCAD SHX Text

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text

B. PHILLIPS

AutoCAD SHX Text

18 JULY 2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

2024-0012 SUSTAIN BASE ROADS & PARKING

AutoCAD SHX Text

STRIPING & CURBING PLAN - AREA 6

AutoCAD SHX Text SHEET C-7 / 8 of 11

AutoCAD SHX Text

PL 512

AutoCAD SHX Text

PL 515

AutoCAD SHX Text

PL 515E

AutoCAD SHX Text

PL 517

AutoCAD SHX Text

PL 517W

AutoCAD SHX Text

PL 113

AutoCAD SHX Text

6" 4"

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

PARKING LOT 407P CATCH BASIN REPLACMENT DETAIL

AutoCAD SHX Text

1" (TYP.)

AutoCAD SHX Text

1" (TYP.)

AutoCAD SHX Text

CATCH BASINS NO. 2-3 AND NO. 2-4

AutoCAD SHX Text C

AutoCAD SHX Text A

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SECTION A-A

AutoCAD SHX Text B

AutoCAD SHX Text 3"

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text A

AutoCAD SHX Text C

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STEP SPACING

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MULTIPLE OF

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32" MIN.

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WHEN POSSIBLE, TOP

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MIN.

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SHAPED TO DRAIN

AutoCAD SHX Text

WITH THE BOTTOM

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PLACED ON TOP OF IT

AutoCAD SHX Text

AND THE OUTLET PIPE

AutoCAD SHX Text

PRECAST SEPARATELY

AutoCAD SHX Text

BOTTOM SLAB MAY BE

AutoCAD SHX Text 8"

AutoCAD SHX Text F.L.

AutoCAD SHX Text

TOP OF OUTLET PIPE

AutoCAD SHX Text

TO BE HIGHER THAN

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text

CB NO. 2-3 = 3'-0"

AutoCAD SHX Text

CB NO. 2-4 = 4'-0"

AutoCAD SHX Text

JOINT

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PRECAST

AutoCAD SHX Text

OPTIONAL

AutoCAD SHX Text 8"

AutoCAD SHX Text

DEPTH VARIABLE

AutoCAD SHX Text 8"

AutoCAD SHX Text

RETURNING TO NORMAL 10'

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TO 17' EACH SIDE OF

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6" BELOW NORMAL DITCH,

AutoCAD SHX Text

FLOW LINE TO BE 4" TO

AutoCAD SHX Text C

AutoCAD SHX Text

CB NO. 2-3 = 3'-0"

AutoCAD SHX Text

CB NO. 2-4 = 4'-0"

AutoCAD SHX Text

STEP (TYP.)

AutoCAD SHX Text 8"

AutoCAD SHX Text

16" MAX.

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text 8"

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PRECAST

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JOINT

AutoCAD SHX Text C

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FLOW LINE

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SIDE INLET

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OPTIONAL

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JOINT

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PRECAST

AutoCAD SHX Text

OPTIONAL

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REINF. STEEL

AutoCAD SHX Text 2'-3 1/2"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

GRATE

AutoCAD SHX Text 1/4"

AutoCAD SHX Text B

AutoCAD SHX Text 2"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-3 1/2"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

GRATE

AutoCAD SHX Text A

AutoCAD SHX Text 1/4"

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SECTION C-C

AutoCAD SHX Text 8"

AutoCAD SHX Text B

AutoCAD SHX Text 8"

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ENTRAINED AIR IN THE HARDENED CONCRETE AND BE

AutoCAD SHX Text

OF THE OUTLET PIPE PLUS 8 INCHES.

AutoCAD SHX Text

AND CB NO. 2-4 SHALL BE THE OUTSIDE DIAMETER (O.D.)

AutoCAD SHX Text

THE MINIMUM DEPTH OF CB NO. 2-3

AutoCAD SHX Text

WITH 2 INCHES CLEARANCE FROM INSIDE WALL FACE.

AutoCAD SHX Text

ON 12 INCHES CENTERS BOTH VERTICALLY AND HORIZONTALLY

AutoCAD SHX Text

CAST-IN PLACE CONCRETE; REINFORCED WITH #4 BARS

AutoCAD SHX Text

OR FIELD CUT. THE INTERSTITIAL SPACE SHALL BE FILLED

AutoCAD SHX Text

PIPE BEING SUPPLIED PLUS 2 INCHES WHEN PREFABRICATED

AutoCAD SHX Text

PIPE OPENINGS SHALL BE THE O.D. OF THE

AutoCAD SHX Text

NOT BE USED TO ADJUST THE TOP ELEVATION.

AutoCAD SHX Text

SPECIFIED IN THE PLANS. LAYERS OF BRICK SHALL

AutoCAD SHX Text

PLACED ON THE BASE TO PROVIDE THE GRATE ELEVATION

AutoCAD SHX Text

SHALL BE SET DEEP ENOUGH SO THAT THE TOP CAN BE

AutoCAD SHX Text

IF A PRECAST BASE IS USED, IT

AutoCAD SHX Text

CENTER. FOR CATCH BASIN NO. 2-3 USE EIGHT BARS

AutoCAD SHX Text

REINFORCING IN THE TOP IS

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TO BE #4 BARS SPACED AT 6 INCHES CENTER TO

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AND FOR CATCH BASIN NO. 2-4 USE TWELVE BARS.

AutoCAD SHX Text

PLANS, THE LOCATION AND THE ELEVATION ARE AT THE

AutoCAD SHX Text

ARE PROVIDED, THE ELEVATION SHALL BE AT THE FLOW

AutoCAD SHX Text

TOP CENTER OF THE GRATE. WHEN SIDE OPENINGS

AutoCAD SHX Text

MARKED WITH THE CATCH BASIN NUMBER.

AutoCAD SHX Text

INLETS OVER 12 FEET IN DEPTH:

AutoCAD SHX Text

SHALL BE PROVIDED ONLY WHEN

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OUTLET PIPE SIZE

AutoCAD SHX Text 8"

AutoCAD SHX Text

CB NO. 2-4 = 4'-0"

AutoCAD SHX Text

CB NO. 2-3 = 3'-0"

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STEP

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CB NO. 2-4 = 4'-0"

AutoCAD SHX Text

CB NO. 2-3 = 3'-0"

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WITH GROUT PER CMS 601.

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SPECIFIED ON THE PLANS.

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SIDE INLETS:

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CATCH BASIN SIZE

AutoCAD SHX Text 2-3

AutoCAD SHX Text 2-4

AutoCAD SHX Text

12" TO 30"

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36" TO 42"

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MINIMUM DEPTH:

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LINE OF THE SIDE INLET.

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OPENINGS:

AutoCAD SHX Text A

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ROUNDED 1/4" RADII

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ALL GRATE EDGES TO BE

AutoCAD SHX Text 8"

AutoCAD SHX Text

PLAN

AutoCAD SHX Text B

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-3 1/2"

AutoCAD SHX Text

GRATE

AutoCAD SHX Text 6"

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PRECAST BASE:

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LOCATION AND ELEVATION:

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REINFORCEMENT:

AutoCAD SHX Text A

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WHEN GIVEN ON THE

AutoCAD SHX Text

SHALL BE PRECAST OR

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STEPS SHALL BE PROVIDED WHERE THE DEPTH

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FORCED SUFFICIENTLY TO PERMIT SHIPPING AND HANDLING

AutoCAD SHX Text

HAVE A MINIMUM THICKNESS OF 6 INCHES AND BE REIN-

AutoCAD SHX Text

NOMINAL THICKNESS OF 8 INCHES. PRECAST WALLS SHALL

AutoCAD SHX Text

BRICK OR CAST-IN-PLACE WALLS SHALL HAVE A

AutoCAD SHX Text

REQUIREMENTS OF CMS 706.13 A MINIMUM OF 4%

AutoCAD SHX Text

CLASS C. ALL PRECAST CONCRETE SHALL MEET THE

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE IS TO BE

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SEE DETAIL ON STD. CONSTR. DWG. CB-1.1M.

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MINIMUM WEIGHT OF GRATE: 120 POUNDS. GOVERNMENT

AutoCAD SHX Text

EXCEEDS 72 INCHES AND SHALL MEET THE REQUIREMENTS

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NOTES

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REINF. STEEL

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

WITHOUT DAMAGE.

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OF MH-1.1M.

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CONCRETE:

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STEPS:

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WALLS:

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GRATE:

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PERMISSIBLE

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CONST.

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JOINT

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JOINT

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CONST.

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PERMISSIBLE

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BASIN

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CONSTRUCTION JOINT

AutoCAD SHX Text N.T.S.

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TO SUPPLY GRATE.

AutoCAD SHX Text A

AutoCAD SHX Text 15A

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GRATE

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8" C-900 STORM SEWER

AutoCAD SHX Text

12" PVC STORM SEWER

AutoCAD SHX Text

15" RCP STORM SEWER

AutoCAD SHX Text

EX. ASHPALT PAVEMENT

AutoCAD SHX Text Ex. Concrete Curb

AutoCAD SHX Text CATCH BASIN #1 (ODOT 2-3B) TOP=0'-0" FL(10")in= -2'-7" FL(12")in= -2'-7" FL(15")out= -2'-8" INV= -3'-0"

AutoCAD SHX Text

SAW CUT LINE

AutoCAD SHX Text

SAW CUT LINE

AutoCAD SHX Text 10'

AutoCAD SHX Text 14'

AutoCAD SHX Text

EX. ASHPALT PAVEMENT

AutoCAD SHX Text CATCH BASIN NOTES 1. SAW CUT EXISTING ASPHALT PAVEMENT AS SHOWN. SAW CUT EXISTING ASPHALT PAVEMENT AS SHOWN. 2. REMOVE EXISTING CATCH BASIN. CARE TO BE USED NOT TO REMOVE EXISTING CATCH BASIN. CARE TO BE USED NOT TO BREAK EXISTING STORM SEWER DRAINAGE LINES. 3. INSTALL NEW 2-3 CATCH BASIN. REFER TO DETAIL A. INSTALL NEW 2-3 CATCH BASIN. REFER TO DETAIL A. 4. GROUT BOTH SIDES OF STRUCTURES WHERE PIPES ENTER GROUT BOTH SIDES OF STRUCTURES WHERE PIPES ENTER INTO CATCH BASIN. 5. PREMIUM BACKFILL FULL DEPTH. REFER TO DETAIL B. PREMIUM BACKFILL FULL DEPTH. REFER TO DETAIL B. 6. INSTALL ASPHALT PAVEMENT. REFER TO DETAIL C.INSTALL ASPHALT PAVEMENT. REFER TO DETAIL C.

AutoCAD SHX Text

PAVEMENT AREA

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text BLDG 407 Parking Lot

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

2.0" ASPHALT WEARING COURSE (ODOT 448)

AutoCAD SHX Text

2.5" ASPHALT BINDER COURSE (ODOT 448)

AutoCAD SHX Text

HEAVY DUTY PAVEMENT SECTION DETAIL

AutoCAD SHX Text 12" ODOT#304(NOTE:ODOT #304 LIMESTONE GRADATION SHALL BE ADJUSTED SO THAT A MAXIMUM 25% OF MATERIAL PASSES A #30 SIEVE AND A MAXIMUM 8% OF MATERIAL PASSES A #200 SIEVE)

AutoCAD SHX Text IN AREAS TO BE EXCAVATED, UNDERCUT 12" MINIMUM & REPLACE WITH ODOT #1 & #2 IN 8" LIFTS, & PROOF ROLL.

AutoCAD SHX Text C

AutoCAD SHX Text 15A

AutoCAD SHX Text

TYPE 1

AutoCAD SHX Text

BEDDING USING NO. 57 OR 67 LIMESTONE

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BACKFILL (SEE NOTE)

AutoCAD SHX Text STRUCTURAL BACKFILL: A. SHALL BE CONSIDERED AS BEING COMPOSED OF MATERIALS NOT LARGER THAN 4 INCHES IN SIZE, SELECTED FROM THE MATERIALS PREVIOUSLY EXCAVATED FROM THE TRENCH AND SHALL BE FREE OF SLAG, CINDERS, ASHES, RUBBISH, ORGANIC OR PERISHABLE MATERIAL OR OTHER OBJECTIONABLE SUBSTANCES, AS APPROVED BY THE ENGINEER. B. IS PERMITTED IN AREAS NOT LOCATED UNDER EXISTING OR FUTURE PAVED SURFACES AND SHALL BE PLACED AND BROUGHT UP EVENLY IN THE TRENCH IN APPROXIMATELY 6 INCH LAYERS, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING OR ROLLING. SPECIAL (PREMIUM) BACKFILL: A. SHALL CONSIST OF HARD, SOUND, DURABLE, GRANULAR PARTICLES OF A NATURAL OR ARTIFICIAL AGGREGATE AND SHALL BE SAND, CRUSHED LIMESTONE, GRAVEL OR CRUSHED GRAVEL SIZED AS APPROVED BY THE ENGINEER AND CONTAINING NOT MORE THAN TEN (10)% BY WEIGHT OF LOAM OR CLAY. B. IS REQUIRED AT ALL PLACES WHERE THE TRENCH IS CONSTRUCTED UNDER EXISTING OR FUTURE PAVED SURFACES (INCLUDING ROADS, DRIVES, BERMS, WALKS, BIKEWAYS, GUTTERS, ETC.), WHERE A PIPE OR STRUCTURE IS LOCATED BELOW A 1:1 SLOPE FROM AN EXISTING OR PROPOSED PAVED SURFACE, WHERE SPECIFICALLY CALLED FOR ON THE PLANS, OR AS DIRECTED BY THE ENGINEER AND SHALL BE PLACED AND BROUGHT UP EVENLY IN THE TRENCH IN LAYERS OF NOT MORE THAN 8 INCHES IN DEPTH, NOT MORE THAN 8 INCHES IN DEPTH, 8 INCHES IN DEPTH, AND COMPACTED TO MIN. 96% DENSITY PER ASTM D 698.

AutoCAD SHX Text %%uBACKFILL NOTES:

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6" MIN.

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FROM BOTTOM OF DITCH

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TO TOP OF PIPE

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WIDTH OF TRENCH TO

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BE (B + 24") MAX

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UTILITY TRENCH DETAIL

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NTS

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B. PHILLIPS

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18 JULY 2024

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AutoCAD SHX Text SHEET C-7A / 9 of 11

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2024-0012 SUSTAIN BASE ROADS & PARKING

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STRIPING & CURBING PLAN - AREA 6

GOVERNMENT TO SUPPLY METAL GRATE

HERRIM

AN ROAD

PERIM

ETER ROAD

ARIN

E R

OAD

REVISION

DATE: AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473 REVISED

BY:

CONSTRUCTION

DATE:

GROSS

SQUARE

FOOT:

BUILDING

NUMBER:

DRAWING

SCALE:

YOUNGSTOWN AIR

RESERVE STATION

VIENNA, OHIO

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END/BEGIN EDGE LINE

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END/BEGIN EDGE LINE

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END/BEGIN EDGE LINE

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EDGE LINE CL LINE (YELLOW) EDGE LINE

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EDGE LINE

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CL LINE (YELLOW)

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EDGE LINE

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EDGE LINE

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CL LINE (YELLOW)

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EDGE LINE

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NORTH

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( IN FEET )

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GRAPHIC SCALE

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WHITE EDGE STRIPE

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EDGE OF PAVEMENT

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TYPICAL PAVEMENT STRIPING DETAIL

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NOT TO SCALE

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PAVEMENT

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EDGE OF PAVEMENT

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YELLOW C STRIPE

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WHITE EDGE STRIPE

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MATCHLINE - SEE SHEET C-5

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MATCHLINE - SEE SHEET C-7

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NOT IN CONTRACT

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NOT IN CONTRACT

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OF WORK

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LIMITS

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OF WORK

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LIMITS

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OF WORK

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LIMITS

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OF WORK

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LIMITS

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BREAK EDGE LINES AT ALL STREET AND DRIVE INTERSECTIONS

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AutoCAD SHX Text 1"=50'

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B. PHILLIPS

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18 JULY 2024

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2024-0012 SUSTAIN BASE ROADS & PARKING

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STRIPING & CURBING PLAN - AREA 7

SHEET C-8 / 10 of 11

PERIMETER ROAD

C A

M P

R O

A D

1662' 1662'

' 32'

1662' 1662'

' 32'

582'

STRUCTURE - (8)

STA: 0+00.00

RIM: 1198.01

INV (8")in: 1192.50 N INV (8")in: 1183.31 E INV (8")out: 1181.47 W

STRUCTURE - (8)

STA: 0+00.00

RIM: 1198.01

INV (8")in: 1192.50 N INV (8")in: 1183.31 E INV (8")out: 1181.47 W

PERIMETER ROAD

RUNNING TRACK

DESCRIPTION

203 Prepared Subgrade Compaction 63 SY 204 Proof Rolling 63 SY

407 Bit. Tack Coat @ .1 gal/sy 1 Gal.

408 Bit. Prime @ .4 gal/sy 4 Gal.

448 Intermed Course 2.5" th PG 64-22 448 Surface Course 1.5" th PG 64-22 5 CY

409 Joint Sealing 88 FT 409 Saw Cutting 88 FT

252 Asphalt Removal 7 CY 254 Edge Milling/Planing 88 FT

3 CY

ITEM

ODOT

QUANTITY UNIT

AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING

3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473

REV

DATE:

CONST.

DATE:

GROSS

SQ. FT.:

PAGE NUMBER:

1" = 30'SCALE:

BUILDING NUMBER:

SHEET NUMBER:

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RUNNING TRACK

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RUNNING TRACK

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WATER QUALITY CHAMBER

AutoCAD SHX Text Mon. #4-2 Fd.

AutoCAD SHX Text Elev. 1199.39

AutoCAD SHX Text W.V.

AutoCAD SHX Text F.H.

AutoCAD SHX Text 1199.39

AutoCAD SHX Text 1199.42

AutoCAD SHX Text Undergrd. Primary Elect.

AutoCAD SHX Text (Approx. Location)

AutoCAD SHX Text Exist. 8" San. Sewer

AutoCAD SHX Text Ex. 330' of 8" PVC(SDR35) @ 0.44%%%

AutoCAD SHX Text Mon. #4-2 Fd.

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AutoCAD SHX Text F.H.

AutoCAD SHX Text 1199.42

AutoCAD SHX Text Undergrd. Primary Elect.

AutoCAD SHX Text (Approx. Location)

AutoCAD SHX Text Exist. 8" San. Sewer

AutoCAD SHX Text Proposed 6" Polyethylene Gas

AutoCAD SHX Text Ex. 330' of 8" PVC(SDR35) @ 0.44%%%

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AutoCAD SHX Text $ Swale

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AutoCAD SHX Text $ 16' Wide Track, 2,640 L.F.

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AutoCAD SHX Text Light Pole 2'%%C Base

AutoCAD SHX Text 62'-0"

AutoCAD SHX Text 56'-0"

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AutoCAD SHX Text 62'-0"

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SAW CUT

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SAW CUT

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SAW CUT

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ASPHALT REMOVAL AREA

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AREA TO BE EDGE MILLED

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EX. SUBGRADE

AutoCAD SHX Text NOTES: 1. SAW CUT FULL DEPTH PAVEMENT REMOVAL. 2. EDGE MILL PERIMETER OF AREA TO BE REMOVED. 3. PROCTOR DENSITY OF 96%(ASTM D 698) FOR SUBBASE PRIOR TO NEW PLACEMENT OF ASPHALT. 4. WEARING COURSE TO BE PLACED 3 FEET MINIMUM FROM FULL DEPTH REPLACEMENT SAW CUT. 5. ODOT 409 SEALANT ON PERIMETER JOINT.

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%% ASPHALT PAVEMENT

AutoCAD SHX Text %%u SECTION DETAIL %%u

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NOT TO SCALE

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EX. SUBBASE

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EX. WEARING COURSE

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EX. 2-1/2" INTERMEDIATE COURSE

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ODOT 448, PG 64-22

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EX. 1-1/2" WEARING COURSE

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ODOT 448, PG 64-22

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EX. INTERMEDIATE COURSE

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SAW CUT

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EDGE MILL

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409 EDGE SEAL

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408 TACK COAT

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407 TACK COAT

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408 PRIME COAT

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ESTIMATED ROADWAY REPLACEMENT QUANTITIES PERIMETER ROAD

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D.J. CUTRER

AutoCAD SHX Text 07/18/2024

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DESIGN BY:

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YOUNGSTOWN AIR

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RESERVE STATION

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VIENNA, OHIO

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SUSTAIN - REPAIR ROADWAY & STRIPPING PERIMETER ROAD REPAIR

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BASE

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PERIMETER ROAD ASPHALT REMOVAL / REPLACEMENT SCALE = 1' = 30'

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ENLARGED VIEW ASPHALT REMOVAL / REPLACEMENT SCALE = 3/32 "= 1'-0"

SHEET C-9 / 11 OF 11

Sheets and Views

road Asphalt Repair Perimeter-PERIMETER ROAD REPAIR

G-0-30x42

C-1 Phasing Plan - Overall-30X42

C-2 Striping Plan - Area 1-30x42

C-3 Striping Plan - Area 2-30x42

C-4 Striping Plan - Area 3-30X42

C-5 Striping Plan - Area 4-30X42

C-6 Striping Plan - Area 5-30X42

C-7 Striping Plan - Area 6-30X42

C-7A Striping Detail-30x42

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File details come from the government source that posted it. Updated Jul 19, 2024.