ATTACHMENT 05_B403 Cyber_Drawings (Half size)_B3.pdf

PDF 30 MB Posted Jun 2, 2026

Attached to: PBXP 222050 - B403 CYBER REPAIR
Solicitation number: W50S8R26RA005
Issued by: Department of the Army Ohio Army National Guard

About this file

Written by GovTribe AI · Jun 2, 2026

This file contains architectural and engineering drawings for Building 403 CYBER Repair at the 179th Cyberspace Wing in Mansfield, Ohio. The drawings are provided in half-size format and include detailed design specifications for the commercial construction project that must comply with ICD-705 standards and support current cyberoperations mission requirements. The drawings serve as the technical basis for contractors to develop accurate proposals and execute the construction work outlined in the RFP.

The Request for Proposals (RFP W50S8R26RA005) is being issued by the Ohio National Guard for a single firm fixed-price contract valued between $10,000,000 and $20,000,000, with a contract duration of 540 calendar days from notice to proceed. The pre-proposal conference and site visit are scheduled for June 9, 2026, at 10:00 AM EST, with proposals due by July 2, 2026, at 1:00 PM EST. This unrestricted procurement under NAICS code 236220 includes evaluation factors for Technical Capability, Past Performance, and Price, with HUBZone preference applicable. Large business offerors must submit a Small Business Subcontracting Plan. Per the latest updates, CMMC certification requirements have been removed and the specifications and drawings are now fully accessible without restricted access.

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Other files

File	Type	Posted
W50S8R26RA005 0005_B403 CYBER Repair (conformed version).pdf	PDF	Jul 9, 2026
W50S8R26RA005 0005_B403 CYBER Repair.pdf	PDF	Jul 9, 2026
RFI and Response Document (as of 07 July)_final.pdf	PDF	Jul 7, 2026
W50S8R26RA005 0004_B403 CYBER Repair (conformed version).pdf	PDF	Jul 7, 2026
RFI 04_question 6. attach._Geotech Report.pdf	PDF	Jul 7, 2026
W50S8R26RA005 0004_B403 CYBER Repair.pdf	PDF	Jul 7, 2026
RFI and Response Document (as of 03 July).pdf	PDF	Jul 3, 2026
RFI 03_question 7. response attach. 01.pdf	PDF	Jul 2, 2026
RFI 03_question 7. response attach. 02.pdf	PDF	Jul 2, 2026
RFI and Response Document (as of 02 July).pdf	PDF	Jul 2, 2026
RFI 02_question 8. response attachment.pdf	PDF	Jul 2, 2026
W50S8R26RA005 0003_B403 CYBER Repair (conformed version).pdf	PDF	Jun 23, 2026
W50S8R26RA005 0003_B403 CYBER Repair.pdf	PDF	Jun 23, 2026
W50S8R26RA005 0002_B403 CYBER Repair.pdf	PDF	Jun 9, 2026
EXHIBIT A rev01.pdf	PDF	Jun 9, 2026
RFI and Response Document (as of 09 June).pdf	PDF	Jun 9, 2026
Pre-Proposal sign-in sheet.pdf	PDF	Jun 9, 2026
Pre-Proposal Conference-slides.pptx	PPTX presentation	Jun 9, 2026
W50S8R26RA005 0002_B403 CYBER Repair (conformed version).pdf	PDF	Jun 9, 2026
Pre-Proposal Conference minutes_B403 CYBER.pdf	PDF	Jun 9, 2026
ATTACHMENT 06_B403 Cyber_Drawings (Full size)_B3.pdf	PDF	Jun 2, 2026
ATTACHMENT 03_B403 Cyber_Specifications (Div 09-25)_B3.pdf	PDF	May 28, 2026
ATTACHMENT 01_B403 Cyber_Narrative_B3.pdf	PDF	May 28, 2026
W50S8R26RA005 0001_B403 CYBER Repair (conformed version).pdf	PDF	May 28, 2026
ATTACHMENT 02_B403 Cyber_Specifications (Div 01-08)_B3.pdf	PDF	May 28, 2026
ATTACHMENT 04_B403 Cyber_Specificatioins (Div 26-33)_B3.pdf	PDF	May 28, 2026
ATTACHMENT 07_B403 Cyber_Interior Design Specs and Drawings_B3.pdf	PDF	May 28, 2026
ATTACHMENT 06_B403 Cyber_Drawings (Full size)_B3.pdf	PDF	May 28, 2026
W50S8R26RA005 0001_B403 CYBER Repair.pdf	PDF	May 28, 2026
ATTACHMENT 08_IDS Justification and Approval.pdf	PDF	May 28, 2026
ATTACHMENT 05_B403 Cyber_Drawings (Half size)_B3.pdf	PDF	May 28, 2026
EXHIBIT A.docx	DOCX document	May 16, 2026
EXHIBIT B.docx	DOCX document	May 16, 2026
EXHIBIT D_Letter of Commitment.docx	DOCX document	May 16, 2026
EXHIBIT C_Reference Questionnaire Package.docx	DOCX document	May 16, 2026
W50S8R26RA005_B403 CYBER Repair.pdf	PDF	May 16, 2026

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SHEET ID

O H

G U

D R

A W

N B

D B

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D B

E D

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2 3 4 5 6 7 8 9 10

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C O

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E, O H

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R , S

E, C

M . O

N A

O N

D . P

-2

1- D

-0

S8 R

TYPE B-3 FINAL

R C

LOCATION MAP (NTS) VICINITY MAP

OHIO AIR NATIONAL GUARD

REPAIR B403 FOR CYBER

TYPE B-3 FINAL MAY 2026

PBXP222050

MANSFIELD LAHM AIR NATIONAL GUARD BASE, OH

PROJECT

BOUNDARY

PROJECT SITE

G U

D R

A W

N B

D B

C H

D B

E D

C O

N O

P R

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2 3 4 5 6 7 8 9 10

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-0

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TYPE B-3 FINAL

R C

SHEET INDEX

NO DRAWING INDEX

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 GENERAL SYMBOLS

GI001 LIFE SAFETY CODE ANALYSIS

GI002 LIFE SAFETY OVERALL FLOOR PLAN

GI103 CIVIL CODE COMPLIANCE SITE PLAN

CIVIL

C-001 CIVIL GENERAL NOTES, ABBREVIATIONS AND LEGEND

C-002 CIVIL OVERALL SITE ACCESS, STAGING AND HAUL ROUTE

CD101 CIVIL DEMOLITION AND EROSION CONTROL AND SEDIMENT CONTROL PLAN

C-101 CIVIL GRADING AND SITE LAYOUT PLAN

CU101 CIVIL UTILITY PLAN

C-501 CIVIL DETAILS 1

C-502 CIVIL DETAILS 2

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL ABBREVIATIONS

SD101 STRUCTURAL DEMOLITION FLOOR PLAN

SB101 STRUCTURAL FOUNDATION PLAN

SF101 STRUCTURAL CEILING FRAMING PLAN

SF102 STRUCTURAL ROOF FRAMING PLAN

S-501 STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

S-510 STRUCTURAL CMU DETAILS

S-520 STRUCTURAL STEEL DETAILS

S-521 TYPICAL CEILING GRID DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONS

A-002 ARCHITECTURAL ACCESSIBILITY STANDARDS

AD101 ARCHITECTURAL DEMOLITION FLOOR PLAN

AD102 ARCHITECTURAL DEMOLITION ROOF PLAN

AD201 ARCHITECTURAL DEMOLITION ELEVATIONS

A-101 ARCHITECTURAL FLOOR PLAN

A-102 ARCHITECTURAL ROOF PLAN

A-111 ARCHITECTURAL REFLECTED CEILING PLAN

A-201 ARCHITECTURAL BUILDING ELEVATIONS

A-310 ARCHITECTURAL BUILDING SECTIONS

A-401 ARCHITECTURAL WALL SECTIONS

A-450 ARCHITECTURAL ENLARGED PLANS AND ELEVATIONS

A-501 ARCHITECTURAL EXTERIOR DETAILS

A-502 ARCHITECTURAL CEILING DETAILS

A-503 ARCHITECTURAL WALL PENETRATION DETAILS

A-504 ARCHITECTURAL INTERIOR DETAILS

A-505 ARCHITECTURAL INTERIOR DETAILS

A-520 ARCHITECTURAL SECURE AREA NOTES AND DETAILS

A-521 ARCHITECTURAL INTERIOR RF DETAILS

A-522 ARCHITECTURAL SECURE AREA DETAILS

A-523 ARCHITECTURAL SECURE AREA DETAILS

A-524 ARCHITECTURAL SECURE AREA DETAILS

A-525 ARCHITECTURAL SECURE AREA DETAILS

A-526 ARCHITECTURAL SECURE AREA DETAILS

A-527 ARCHITECTURAL SECURE AREA DETAILS

A-601 ARCHITECTURAL DOOR SCHEDULE

A-701 ARCHITECTURAL WALL TYPES SCHEDULE

INTERIORS

I-001 INTERIORS GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

IN101 INTERIOR FINISH FLOOR PLAN

IN201 INTERIOR ELEVATIONS

IN202 INTERIOR ELEVATIONS

IN203 INTERIOR ELEVATIONS

IN204 INTERIOR ELEVATIONS

IN501 INTERIOR DETAILS

IN601 ROOM FINISH SCHEDULE AND FINISH LEGEND

IN701 INTERIOR MILLWORK SECTIONS

IN702 INTERIOR MILLWORK SECTIONS

IF101 INTERIORS FF&E PLAN

IF401 WORKSTATION TYPICALS

IF402 DESK TYPICALS

IG101 INTERIORS SIGNAGE PLAN

IG601 INTERIORS SIGNAGE SCHEDULE AND DETAILS

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES

FA101 FIRE ALARM OVERALL FLOOR PLAN

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM MATRIX

FIRE PROTECTION

FX001 FIRE SPRINKLER GENERAL NOTES

FX101 FIRE SPRINKLER OVERALL FLOOR PLAN

FX301 FIRE SPRINKLER SECTIONS

FX501 FIRE SPRINKLER DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES AND ABBREVIATIONS

PD101 PLUMBING DEMOLITION GROUND FLOOR PLAN

P-101 PLUMBING UNDERGROUND FLOOR PLAN

P-102 PLUMBING OVERALL GROUND FLOOR PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING SCHEDULES

P-701 ISOMETRIC - SANITARY SEWER

P-702 ISOMETRIC - DOMESTIC WATER

P-703 ISOMETRIC - STORM DRAIN PIPING

P-801 PLUMBING DOMESTIC COLD WATER SYSTEM ONE-LINE DIAGRAM

MECHANICAL

M-001 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES

M-002 MECHANICAL GENERAL NOTES

M-101 MECHANICAL DEMOLITION FLOOR PLAN

M-102 MECHANICAL FLOOR PLAN

M-103 UNDER FLOOR PLAN MECHANICAL

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-607 MECHANICAL CONTROLS COVER

M-608 MECHANICAL CONTROLS

M-609 MECHANICAL CONTROLS

SHEET INDEX

NO DRAWING INDEX

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES & ABBREVIATIONS

E-002 ELECTRICAL LEGEND

ED101 ELECTRICAL SITE PLAN - DEMOLITION

ED102 ELECTRICAL POWER PLAN - DEMOLITION

ED103 ELECTRICAL LIGHTNING PROTECTION PLAN - DEMOLITION

ES101 ELECTRICAL SITE PLAN

EP101 ELECTRICAL POWER PLAN

EM101 ELECTRICAL POWER PLAN - MECHANICAL AND PLUMBING

EG101 ELECTRICAL GROUNDING PLAN

EG102 ELECTRICAL LIGHTNING PROTECTION PLAN

EL101 ELECTRICAL LIGHTING PLAN

E-401 ELECTRICAL ENLARGED PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL GROUNDING DETAILS

E-503 ELECTRICAL EQUIPMENT DETAILS

E-504 ELECTRICAL SECURITY DETAILS

ED601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-610 ELECTRICAL EQUIPMENT CONNNECTION SCHEDULE

E-611 ELECTRICAL PANEL SCHEDULES

E-612 ELECTRICAL PANEL SCHEDULES

E-613 ELECTRICAL PANEL SCHEDULES

E-614 ELECTRICAL PANEL SCHEDULES

E-630 ELECTRICAL LIGHTING SCHEDULES

TELECOMMUNICATION

T-001 TELECOMMUNICATION LEGEND AND GENERAL NOTES

TS101 TELECOMMUNICATION SITE PLAN

TD101 TELECOMMUNICATION DEMOLITION FLOOR PLAN

T-101 TELECOMMUNICATION FLOOR PLAN

T-102 TELECOMMUNICATION CABLE TRAY PLAN

T-301 TELECOMMUNICATION CABINET ELEVATIONS

T-401 TELECOMMUNICATION ENLARGED PLANS

T-402 TELECOMMUNICATION ENLARGED PLANS

T-403 TELECOMMUNICATION ENLARGED PLANS

T-501 DETAILS

T-502 DETAILS

T-503 DETAILS

T-504 DETAILS

T-505 DETAILS

T-601 TELECOMMUNICATION SINGLE LINE DIAGRAMS

T-602 TELECOMMUNICATION SCHEDULES

SECURITY

TY001 SECURITY LEGEND AND GENERAL NOTES

TY101 SECURITY FLOOR PLAN

TY501 DETAILS

TY502 DETAILS

TY601 SINGLE LINE DIAGRAMS

AD101 SHEET SEQUENCE

SHEET TYPE

DISCIPLINE CHARACTER

SHEET

NUMBER

NORTH ARROW

GRID BUBBLES

VIEW NUMBER

(GRID INTERSECTION ON SHEET)

VIEW SCALE

VIEW

TITLE

VIEW TITLE

GRAPHIC

SCALE

INTERIOR ELEVATION REFERENCE

EXTERIOR ELEVATION REFERENCE

BUILDING SECTION NUMBER

ARROW & TAIL INDICATE

DIRECTION OF SECTION

FULL BUILDING SECTION

REFERENCE

WALL SECTION NUMBER

ARROW INDICATES

DIRECTION OF SECTION

WALL SECTION REFERENCE

DETAIL SECTION NUMBER

DETAIL CALLOUT REFERENCE

ROOM

TAG

EL: 8' - 0"

KEYNOTE

REVISION TAG

DOOR TAG

WINDOW /

LOUVER TAG

WALL/

STOREFRONT/

CURTAIN WALL

TAG

CEILING TAG

SPOT

ELEVATIONS

LEVEL HEADS LEVEL NAME

EL 0' - 0"

12" = 1'-0" 0 1" 2" 3"

MODIFIER CHARACTER

('-' IF NO MODIFIER NEEDED)

SECTION NUMBER

ARROW & TAIL INDICATE

DIRECTION OF SECTION

PARTIAL BUILDING SECTION

REFERENCE

SHEET ON WHICH SECTION

IS REFERENCED

SHEET ON WHICH SECTION

IS REFERENCED

SHEET ON WHICH SECTION IS

REFERNCED

SHEET ON WHICH SECTION

IS REFERNCED

X-XXX

X1X1

X RFI-0000

X###X

REVISION NUMBER

RFI NUMBER

1' - 0" A.F.F.

Room Name

XXXXX ROOM NUMBER

AREA

(WHERE REQUIRED)

DESIGNATOR

(WHERE REQUIRED)

ROOM NUMBER

DOOR NUMBER

DESIGNATOR

(WHERE REQUIRED)

TYPE

EXPOSED CEILING

TAG

EXPOSED

MATCHLINE

/ A1011

MATCHLINE

REFERENCE

MATCHLINE

/ A1011

A1 View Name

SCALE 1/8" = 1'-0"

PROJECT

NORTH

TRUE

NORTH

X-XXX

PLAN

NORTH

SHEET ID

O H

G U

D R

A W

N B

D B

C H

D B

E D

C O

N O

P R

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N O

2 3 4 5 6 7 8 9 10

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C R

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N O

G-003

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E, O H

G O

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N S

R , S

E, C

R .S

D .P

-2

1- D

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TYPE B-3 FINAL

L G

D B

E, H

R B

L N

B O

SYMBOLS LEGEND SYMBOLS LEGEND

GENERAL PROJECT NOTES

1. BUILDING CODE

THE BUILDING CODE FOR THIS PROJECT IS THE DECEMBER 2024 EDITION OF UFC 1-200-01, DOD BUILDING

CODE.

2. SECURED AREAS

THIS PROJECT INCLUDES SECURED AREAS COMPLYING WITH ICD/ICS 705, UFC 4-010-05, AND ANGETL 25-01-02.

THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY REQUIREMENTS OF SPECIFICATION 01 32 52 AND THE

CONSTRUCTION SECURITY PLAN (CSP). REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO:

• HANDLE AND PROTECT CONSTRUCTION PLANS AND ALL RELATED DOCUMENTS IN ACCORDANCE WITH THE

APPROVED CSP.

• INSTALL BARRIERS TO SEGREGATE CONSTRUCTION WORKERS FROM OPERATIONAL ACTIVITIES AND

VISUAL OBSERVATION OF UNAUTHORIZED AREAS IN ACCORDANCE WITH THE CSP.

• PROVIDE ACCESS AND ACCOMMODATION FOR PERIODIC SECURITY INSPECTIONS PERFORMED BY THE SITE

SECURITY MANAGER (SSM) OR THEIR DESIGNEE.

• PERFORM ALL CONSTRUCTION AND DESIGN WITH U.S. COMPANIES USING U.S. CITIZENS. U.S. COMPANIES USING INDIVIDUALS LAWFULLY ADMITTED FOR PERMANENT U.S. RESIDENCE ARE PERMITTED WITH APPROVAL

OF THE ACCREDITING OFFICIAL (AO) AND IN ACCORDANCE WITH THE APPROVED CSP.

• ALL WORKERS AND VEHICLES ARE SUBJECT TO IDENTITY VERIFICATION AND RANDOM SEARCHES BY

GOVERNMENT SECURITY PERSONNEL AT SITE ENTRY AND EXIT POINTS.

• PERFORM CORRECTIVE WORK AS NEEDED TO PASS SECURITY TESTS REQUIRED FOR ACCREDITATION OF

SECURED AREAS.

3. UNIFIED FACILITIES GUIDE SPECIFICATIONS

THIS PROJECT INCLUDES SPECIFICATIONS BASED ON THE UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS).

IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE CONTRACTING OFFICER WHO WILL MAKE A DETERMINATION IN ACCORDANCE WITH THE

FEDERAL ACQUISITION REGULATIONS (FAR).

4. SOLE SOURCE JUSTIFICATION AND APPROVAL

THE FOLLOWING SYSTEM VENDORS SHALL BE PROVIDED:

• FIRE PROTECTION EQUIPMENT AND CONTROLS: MONACO

• ELECTRONIC SECURITY SYSTEMS (ESS): ADVANTOR

5. SUBMITTALS

SUBMITTALS AND RESUBMITTALS SHALL BE NUMBERED USING THE SPECIFICATION SECTION ACCORDING TO

THE FOLLOWING EXAMPLE:

ORIGINAL SUBMITTAL: 051200-001

FIRST RESUBMITTAL: 051200-001.1

SECOND RESUBMITTAL: 051200-001.2

SUBMITTAL OF SIMILAR INFORMATION (FOR EXAMPLE WELDER CERTIFICATIONS) SHALL BE COMBINED INTO A

SINGLE SUBMITTAL TO REDUCE THE NUMBER OF SUBMITTALS THE GOVERNMENT MUST PROCESS.

6. SUSTAINABILITY

THIS PROJECT IS REGISTERED WITH GREEN BUILDING CERTIFICATION, INC (GBCI) AND WILL OBTAIN THIRD PARTY CERTIFICATION FOR SUSTAINABILITY. THE CONTRACTOR IS RESPONSIBLE FOR ALL CERTIFICATION COSTS, GBCI REVIEWS, AND SUBMITTAL OF ALL REQUIRED INFORMATION TO GBCI TO OBTAIN SUSTAINABILITY

CERTIFICATION. SEE SPECIFICATION 01 33 29 FOR ADDITIONAL INFORMATION.

7. QUALITY CONTROL PROGRAM

THE CONTRACTOR WILL EXECUTE A QUALITY CONTROL PROGRAM IN ACCORDANCE WITH SPECIFICATION 01 45

00. THIS INCLUDES:

• PREPARATION AND SUBMITTAL OF A QUALITY CONTROL PLAN FOR APPROVAL BY THE GOVERNMENT. THE GOVERNMENT MAY WITHDRAW APPROVAL OF THE PLAN AND REQUIRE A RESUBMITTAL IF THE PLAN DOES NOT

RESULT IN COMPLIANT WORK PRODUCTS AND WORKMANSHIP.

• APPOINTMENT OF A QUALITY CONTROL MANAGER (QCM), ALL REQUIRED QUALITY CONTROL SPECIALISTS, AND QUALIFIED TEST LABS. ALL APPOINTMENTS ARE SUBJECT TO APPROVAL BY THE GOVERNMENT.

• WEEKLY QC MEETINGS RUN BY THE QUALITY CONTROL MANAGER.

• EXECUTION OF THE THREE PHASES OF CONTROL INCLUDING THE PREPARATORY, INITIAL, AND FOLLOW-ON

PHASES.

8. QUALITY CONTROL INSPECTION AND TESTING

ALL QUALITY CONTROL TESTS AND INSPECTIONS REQUIRED BY THE SPECIFICATIONS AND DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE GOVERNMENT RESERVES THE RIGHT TO PERFORM THEIR OWN TESTING AND INSPECTIONS AT ANY TIME. GOVERNMENT TESTING AND INSPECTION ARE NOT A SUBSTITUTE

FOR THE CONTRACTOR'S QC REQUIREMENTS.

9. SPECIAL INSPECTION

THE CONTRACTOR SHALL PROVIDE AN INDEPENDENT SPECIAL INSPECTION AGENCY TO PERFORM THE SPECIAL INSPECTIONS AND TESTS REQUIRED BY SPECIFICATION 01 45 35. SPECIAL INSPECTIONS AND TESTS ARE IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL REQUIREMENTS. THE CONTRACTOR SHALL HIRE AND PAY FOR THE SERVICES OF THE SPECIAL INSPECTION AGENCY SUBJECT TO APPROVAL BY THE GOVERNMENT. THE SPECIAL INSPECTION AGENCY WILL REPORT TO THE COR AND SHALL SUBMIT REPORTS TO THE COR AND THE

QCM SIMULTANEOUSLY TO MAINTAIN INDEPENDENCE FROM THE CONTRACTOR.

10. BUILDING COMMISSIONING

THE CONTRACTOR SHALL HIRE A COMMISSIONING FIRM AND SPECIALIST (CxA) TO PERFORM THE

COMMISSIONING REQUIREMENTS OF SPECIFICATION 01 91 00.15.

11. DEFERRED DESIGN SUBMITTALS

THE CONTRACTOR SHALL HIRE AN ENGINEER REGISTERED IN THE STATE OF OHIO TO PREPARE THE DEFERRED DESIGN SUBMITTALS LISTED BELOW. DEFERRED DESIGN SUBMITTALS SHALL BE STAMPED BY THE PREPARING ENGINEER AND SHALL BE SUBMITTED FOR REVIEW BY THE DESIGNER OF RECORD, AND APPROVAL BY THE COR. THE CONTRACTOR SHALL IDENTIFY DEFERRED DESIGN ACTIVITIES IN THE

CONSTRUCTION SCHEDULE.

• ANTITERRORISM ANCHORAGE AND BRACING OF WALL MOUNTED OR SUSPENDED COMPONENTS

WEIGHING MORE THAN 31 LBS AND DISTRIBUTION LINES WEIGHING MORE THAN 10 PLF.

• ROOFTOP FALL PROTECTION SYSTEM.

• RAISED ACCESS FLOOR SYSTEMS.

12. FIRE PROTECTION DESIGN

THE CONTRACTOR SHALL HIRE A REGISTERED FIRE PROTECTION ENGINEER TO SERVE AS THE

QUALIFIED FIRE PROTECTION ENGINEER (QFPE) DURING CONSTRUCTION IN ACCORDANCE WITH UFC 3-600-01 FIRE PROTECTION ENGINEERING. THE QFPE SHALL APPROVE AND SEAL SHOP DRAWINGS, PERFORM INSPECTIONS, AND WITNESS ACCEPTANCE TESTING.

THE FIRE ALARM AND FIRE SPRINKLER DRAWINGS PROVIDE PERFORMANCE CRITERIA AND

CONCEPTUAL LAYOUTS. THE CONTRACTOR SHALL ENGAGE TECHNICIANS WITH THE FOLLOWING

MINIMUM QUALIFICATIONS TO PERFORM FINAL LAYOUT DESIGN AND PREPARE SHOP DRAWINGS:

• FIRE SPRINKLER: NICET LEVEL III CERTIFIED TECHNICIAN

• FIRE ALARM: REGISTERED FIRE PROTECTION ENGINEER OR NICET LEVEL IV CERTIFIED

TECHNICIAN.

THE QFPE SHALL REVIEW, APPROVE, AND SEAL THE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE

GOVERNMENT FOR FINAL REVIEW AND APPROVAL.

THE CONTRACTOR SHALL IDENTIFY FIRE PROTECTION DESIGN ACTIVITIES IN THE CONSTRUCTION

SCHEDULE.

13. DIRECT DIGITAL CONTROLS

THE CONTRACTOR SHALL HIRE A DIRECT DIGITAL CONTROLS CONTRACTOR TO DESIGN THE CONTROLS SYSTEM AND PREPARE DESIGN DRAWINGS IN ACCORDANCE WITH SPECIFICATION 23 09 00 FOR REVIEW

AND APPROVAL BY THE GOVERNMENT.

THE CONTRACTOR SHALL IDENTIFY CONTROL SYSTEM DESIGN ACTIVITIES IN THE CONSTRUCTION

SCHEDULE.

14. CYBER SECURITY

CONTROL SYSTEMS SHALL COMPLY WITH UFC 4-010-06 CYBERSECURITY OF FACILITY-RELATED

CONTROL SYSTEMS. SEE DIVISION 25 SPECIFICATIONS FOR CYBER SECURITY REQUIREMENTS FOR THE

FOLLOWING CONTROL SYSTEMS:

• FIRE ALARM CONTROLS

• ELECTRONIC SECURITY SYSTEMS (ESS)

• DIRECT DIGITAL CONTROL SYSTEM

15. DEMOLITION

DEMOLITION DRAWINGS ARE PREPARED BASED ON LIMITED SITE VISITS AND AS-BUILT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO CONSTRUCT THE COMPLETE AND

OPERATIONAL FACILITY SHOWN IN THE DESIGN DOCUMENTS.

05-08-26

W W

SHEET ID

M A

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

GRAPHIC SCALE(S)

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

GI103

S A

C O

D E

C O

C E

1" = 20'

0 20' 40' 60'

SCALE:

A1 CODE COMPLIANCE SITE PLAN

SCALE: 1" = 20'

# SHEET KEYNOTES

1. NOT USED.

2. EXISTING FIRE WATER LINE.

3. EXISTING FIRE HYDRANT. ONLY ONE FIRE HYDRANT IS

REQUIRED FOR THIS FACILITY BECAUSE THE HYDRANT IS

WITHIN 150' OF FIRE DEPARTMENT CONNECTION, 350' OF

ALL EXTERIOR PORTIONS OF THE BUILDING AND IS

CAPABLE OF PROVIDING THE REQUIRED FIRE FLOW.

4. EXISTING 8" FIRE SERVICE LATERAL.

5. INTENDED FIRE DEPARTMENT MAIN ACCESS.

6. KNOX BOX LOCATION.

7. FIRE DEPARTMENT CONNECTION LOCATION.

8. ASSUMED LOT LINE.

9. EXISTING POST INDICATOR VALVE.

10. ALL PORTIONS OF BUILDING EXTERIORS ARE WITHIN 350'

OF HYDRANT.

11. FIRE DEPARTMENT ACCESS WITHIN 33' OF BUILDING

ENTRANCE.

12. TRANSFORMER USES LESS THAN 10,000 GALLONS OF LESS

FLAMMABLE LIQUID AND IS MORE THAN 5' FROM BUILDING

PER UFC 3-600-01 TABLE 4-4.

13. HYDRANT WAS USED AS FLOW HYDRANT DURING FLOW

TEST.

14. GAUGE HYDRANT IS ABOUT 200' EAST FROM FLOW

HYDRANT AND IS AT AN ELEVATION OF 2' ABOVE FINISHED

FLOOR.

15. GRAVEL AREA TO BE USED AS A FIRE DEPARTMENT

APPARATUS TURN AROUND AS APPROVED BY FIRE

DEPARTMENT.

16. GENERATOR IS AT LEAST 5' FROM BUILDING IN

ACCORDANCE WITH NFPA 37 4.1.4 REQUIREMENT FOR

GENERATORS AND NFPA 30 22.4 REQUIREMENT FOR FUEL

TANKS WITH EMERGENCY VENTING AND LESS THAN 30,000

GALLONS OF FUEL.

17. NO TURN AROUND IS REQUIRED FOR DEAD-END ACCESS

ROUTES LESS THAN 150' PER NFPA 1 SECTION 18.2.3.5.4.

6 7

3 14

PLAN

NORTH

D A

M A

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

D A

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

C-001

A L

N O

S, A B

B R

N S

A N

D L

H O

O N

GRAVEL SURFACING

A. EXISTING SITE FEATURES, UTILITIES, AND BASE MAPPING SHOWN WERE OBTAINED FROM CAD FILES PROVIDED BY THE MANSFIELD-LAHM ANG. NO TOPOGRAPHIC SURVEY WAS PERFORMED. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

B. MAINTAIN, RELOCATE OR REPLACE EXISTING MONUMENTS WHICH ARE DISTURBED OR DESTROYED DURING CONSTRUCTION. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE

CONTRACTOR'S EXPENSE.

C. EXISTING SITE FEATURES ARE SHOWN AS SCREENED LINES AND PROPOSED SITE FEATURES ARE SHOWN AS DARK LINES.

A. PROJECT TESTING: ALL TESTING REQUIRED WILL BE CONDUCTED BY THE CONTRACTOR, AS SPECIFIED.

B. ALL DISTURBED SURFACES SHALL BE REPLACED IN KIND. NO EXPOSED SOIL IS ALLOWED ON BASE.

C. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND PROTECT ALL EXISTING UTILITIES NOT IDENTIFIED FOR REMOVAL DURING CONSTRUCTION. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION, AND MAY NOT REFLECT THE ACTUAL FIELD CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES OR EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES.

D. THE CONTRACTOR TO NOTIFY MANSFIELD ANG FOURTEEN (14) FULL BUSINESS DAYS PRIOR TO PLANNED EXCAVATION, AND OBTAIN A DIG

PERMIT BEFORE BEGINNING WORK.

E. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES MARKED OR UNMARKED BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR TO USE EXTREME CARE IN ALL EXCAVATIONS TO AVOID CONFLICTS WITH ALL UTILITIES MARKED OR UNMARKED. THE CONTRACTOR AGREES TO PRESERVE ANY AND ALL UTILITIES AND STRUCTURES WITHIN TWO FEET OF FIELD MARKED UNDERGROUND

UTILITIES.

F. CONTRACTOR MUST NOTIFY THE COMMUNICATIONS SQUADRON PRIOR TO REMOVING ANY COMMUNICATIONS EQUIPMENT (FIBER OPTIC, COPPER CABLE, ETC.) OR IF ANY TYPE OF COMMUNICATIONS EQUIPMENT SHOULD NEED TO BE RELOCATED BECAUSE OF

CONSTRUCTION.

G. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE NORMAL OPERATING FUNCTIONS OF ALL UTILITY SYSTEMS THROUGH THE CONSTRUCTION SITE DURING THE ENTIRE DURATION OF THE PROJECT, TO THE EXTENT FEASIBLE. THE CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER REQUIREMENTS FOR SHUT DOWN AND DURATION LIMITS OF SHUT DOWN.

H. ELEVATIONS GIVEN ARE TO FINISHED GRADE UNLESS OTHERWISE NOTED.

I. SLOPE UNIFORMLY BETWEEN CONTOURS OR SPOT ELEVATIONS SHOWN.

APPROXIMATELY

AND

ARCHITECTURAL BARRIERS ACT

AGGREGATE BASE COURSE

ABANDON

ABANDONED

ASPHALT CONCRETE

AMERICANS WITH DISABILITIES ACT

AIR NATIONAL GUARD

APPROXIMATE

ANTI-TERRORISM

ANTI-TERRORISM OFFICER

AMERICAN WATER WORKS ASSOCIATION

ABA

ABC

ABN

ABND

ADA

ANG

APPROX

ATO

AWWA

LBS

LEV

LOG

LENGTH

POUNDS

LOW EMISSION VEHICLE

LINEAR FEET

LIP OF GUTTER

LOW POINT

LEFT

BLDG

BMP

BOW

BUR

BACK OF CURB

BUILDING

BENCH MARK

BEST MANAGEMENT PRACTICE

BOTTOM OF WALL

BURIED

CCSD

CMP

C.O.

CONC

CONST

COORD

COR

CL, C

CU YD

CATCH BASIN

CONVENTIONAL CONSTRUCTION STANDOFF DISTANCE

CAST IRON

CORRUGATED METAL PIPE

CONTRACTING OFFICER

CLEAN OUT

CONCRETE

CONSTRUCT

COORDINATE

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERLINE

CUBIC YARD

DIA, Ø

DEMO

DWG

DUCTILE IRON/DROP INLET

DIAMETER

DEMOLISH OR DEMOLITION

DRAWING

EAST, EASTING

ELBOW

ELECTRICAL

ELEVATION

EDGE OF SLAB/SIDEWALK

EDGE OF PAVEMENT

ENVIRONMENTAL PROTECTION AGENCY

EQUIPMENT

EROSION AND SEDIMENT CONTROL

EXISTING

ELB

ELECT

EL, ELEV

EOS

EPA

EQUIP

ESC

EXST

FDC

FFE

FOW

FLANGE

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FLOWLINE

FACE OF WALL

FEET

GOV

GAS

GRADE BREAK

GOVERNMENT OWNED VEHICLES

HEATING/COOLING

HIGH POINT

INV

INVERT ELEVATION

INVERT

MAX

MIN

MISC

MUTCD

MAXIMUM

MANHOLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NTS

NOI

NPDES

NORTH, NORTHING

NOT TO SCALE

NOTICE OF INTENT

NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM

ODOT

OH,OVH

OSHA

OWS

OUTER DIAMETER

OHIO DEPARTMENT OF TRANSPORTATION

OVERHEAD

OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OIL/WATER SEPARATOR

PCC

PCCP

PED

PJF

PSI

PVC

PVI

PVT

PVMT

POINT OF CURVATURE

POINT OF COMPOUND CURVE

PORTLAND CEMENT CONC PAVEMENT

POLYETHYLENE

PEDESTRIAN

POST INDICATOR VALVE

PREMOLDED JOINT FILLER

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE OR POINT OF VERTICAL

CURVATURE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

PAVEMENT

R,RAD

RCP

REQ'D

RADIUS

REINFORCED CONCRETE PIPE

REQUIRED

RIGHT

S, SS

SIM

SOG

SPEC'D

SST

STA =

STND

STRUCT

SWPPP

SANITARY SEWER

STANDARD DETAIL / STORM DRAIN

SIMILAR

SLAB ON GRADE

SPECIFIED

STAINLESS STEEL

STATION

STANDARD

STRUCTURAL

SIDEWALK

STORMWATER POLLUTION PREVENTION

PLAN

TBC

TOC

TOS

TOW

TYP

TOP BACK OF CURB

TOP OF GRATE

TOP OF CONCRETE

TOP OF SLAB

TOP OF WALL

TYPICAL

UNO

UST

UNDERGROUND

UNLESS NOTED OTHERWISE

UNDERGROUND STORAGE TANK

W W/

WATER

WITH

CIVIL GENERAL NOTES

CIVIL CONSTRUCTION NOTES

CIVIL SYMBOLS CIVIL ABBREVIATIONS

NEW

EXISTING

FIRE HYDRANT

VALVE

POST INDICATOR VALVE

SANITARY SEWER MANHOLE

PLUG

POST OR BOLLARD

TELECOM MANHOLE

ELECTRICAL TRANSFORMER

LIGHTNING PROTECTION

CLEANOUT

EDGE OF PAVEMENT

CURB

CURB AND GUTTER

POTABLE WATER LINE

NATURAL GAS LINEG

COMM TELECOMMUNICATION

BURIED ELECTRICALE-BUR

OHE OVERHEAD ELECTRICAL

STORM DRAIN LINESD

SS SANITARY SEWER LINE

F FIRE WATER LINE

SOD

CONCRETE

ASPHALT

OR STRUCTURE, BUILDING OR FACILITY

CENTER LINE, BUILDING, ROAD, ETC.

FLOW LINE

EDGE OF PAVEMENT

POST OR BOLLARD

ASPHALT

GRAVEL SURFACING

CONCRETE

SILT FENCE

CHAIN LINK FENCE

TELECOMMUNICATIONCOMM

E-BUR BURIED ELECTRICAL

INLET PROTECTION

DEMOLITION

DEMOLITION OF CONCRETE

DEMOLITION OF ASPHALT

DEMOLITION OF GRAVEL SURFACING

CONTRACTOR STAGING AREA

VERT VERTICAL

ABANDON PIPE

G NATURAL GAS LINE

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

D A

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

GRAPHIC SCALE(S)

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

C-002

E A

C C

S, S

G A

N D

H A

U L

R O

H O

O N

GENERAL SHEET NOTES

1" = 200'-0"

0 200' 400' 600'

SCALE:

N M

L R

S AIRPORT ROAD

INTERNATIONAL DRIVE

CAIRNS ROAD

INTERNATIONAL

DRIVE N

INTERNATIONAL

DRIVE S

N M

L R

B414 B415

B412B410B525

B500

B403

B409

B601 B600

B602

B603

B522

B520

B420 B422

B421

B300

B416

B207

B203

B203A

B164

B407 B405

B108

B110

B112

B114

B104

B102

B120

T/W A

B408

A1 OVERALL SITE ACCESS, STAGING AND HAUL ROUTE

SCALE: 1" = 200'

PLAN

NORTH

MANSFIELD ANG

MAIN GATEPRIMARY HAUL

ROUTE

SECONDARY HAUL ROUTE, COORDINATE

ACCESS WITH CONTRACTING OFFICER

MANSFIELD ANG SECONDARY GATE,

COORDINATE ACCESS WITH CONTRACTING

OFFICER

PROPOSED CONTRACTOR

PARKING AREA, SEE NOTE A

PROPOSED CONTRACTOR

LAYDOWN AREA, SEE NOTE A

PROJECT

A. LAYDOWN AREA SHALL BE FOR STOCKPILES AND MATERIAL STORAGE.

PARKING AREA FOR CONTRACTOR'S EMPLOYEE PARKING AND TRAILERS. FINAL

LOCATION TO BE COORDINATED WITH CONTRACTING OFFICER. SUBMIT

STAGING PLAN INCLUDING TEMPORARY BARRIER LOCATION AND DETAIL FOR

APPROVAL PRIOR TO CONSTRUCTION.

B. ALL MATERIALS TO BE STOCKPILED FOR 24 HOURS OR MORE SHALL BE

COVERED UNLESS OTHERWISE DIRECTED OR APPROVED IN WRITING BY

CONTRACTING OFFICER.

C. COORDINATE ACCESS AND ESCORTING REQUIREMENTS TO THE SITE AND

FLIGHTLINE WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

D. CONTRACTOR TO RESTORE ALL STAGING AREAS TO EXISTING CONDITIONS AT

COMPLETION OF CONSTRUCTION ACTIVITIES.

E. RELOCATION OF THE FENCE AND ESTABLISHMENT OF THE

STAGING/LAYDOWN/PARKING AREA REQUIRES ACCESS TO THE AIRPORT

OPERATIONS AREA (AOA).

F. COORDINATE AOA TRAINING AND BADGING REQUIREMENTS WITH

CONTRACTING OFFICER.

G. COORDINATE FOREIGN OBJECT DEBRIS (FOD) MITIGATION PLAN WITH

CONTRACTING OFFICER PRIOR TO MOBILIZING. DEBRIS MUST BE KEPT FROM

ENTERING THE AIRCRAFT OPERATING AREA AT ALL TIMES.

H. CONTRACTOR SHALL NOT GO BEYOND BARRICADES AT ANY TIME WITHOUT

COORDINATION AND APPROVAL OF THE CONTRACTING OFFICER.

I. CONSTRUCTION ACTIVITY REQUIRES PRIOR FAA APPROVAL (FAA 7460-1),

WHICH WILL BE COORDINATED BY ANG. ACTIVITIES REQUIRING CRANES OR

OTHER LIFTING EQUIPMENT REQUIRE SPECIAL COORDINATION AND SEPARATE

APPROVAL THAN GENERAL CONSTRUCTION EQUIPMENT.

J. CONFIRM COMPLETION OF FAA APPROVAL PROCESS WITH CONTRACTING

OFFICER PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES, INCLUDING

MOBILIZATION ONTO THE AIRCRAFT APRON AND CREATION OF THE

STAGING/LAYDOWN/PARKING AREA.

K. CONTRACTOR PERSONNEL ARE STRICTLY PROHIBITED FROM CROSSING

OUTSIDE THE WORK AREA BOUNDARIES AS DEFINED ON THIS PLAN. CROSSING

THE BOUNDARY WITHOUT PERMISSION OF THE CONTRACTING OFFICER IS

CAUSE FOR IMMEDIATE AND PERMANENT DISMISSAL FROM THE SITE.

L. WHEN WORKING INSIDE THE AOA, THE CONTRACTOR SHALL MAINTAIN

CONTINUOUS TWO-WAY RADIO CONTACT WITH THE ATCT. THE CONTRACTOR

SHALL PROVIDE A MINIMUM OF THREE RADIOS CAPABLE OF TRANSMITTING

AND RECEIVING ON A VHF AIRCRAFT FREQUENCY FOR THIS PURPOSE. EACH

RADIO SHALL EITHER BE A HARD-WIRED VEHICLE-MOUNTED BASE RADIO OR A

PORTABLE TRANSCEIVER. IF PORTABLE RADIOS ARE USED, EACH MUST BE

EQUIPPED WITH A SPARE BATTERY PACK AND VEHICLE POWER.

M. THE CONTRACTOR IS RESPONSIBLE FOR GUARDING AGAINST UNAUTHORIZED

ACCESS TO THE SITE AND TO SECURE AREAS OF THE AIRFIELD, ANY OPENING

IN THE AIR OPERATIONS AREA (AOA) SECURITY FENCE SHALL BE GUARDED BY

AUTHORIZED (BADGED) PERSONNEL AT ALL TIMES WHILE OPEN. CONTRACTOR

IS REQUIRED TO MAINTAIN ACCESS TO THE PROJECT IN ACCORDANCE WITH

THE AIRPORT AND TSA REQUIREMENTS

N. VEHICLE ACCESS MUST BE MAINTAINED BETWEEN CONTRACTOR PARKING

AND LAYDOWN AREA FOR B102 CONSTRUCTION. COORDINATE WITH

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

1. CONSTRUCT AND TIE IN NEW FENCE PRIOR TO DEMOLISHING EXISTING

FENCE TO MAINTAIN CONTINUITY OF AOA SECURE PERIMETER.

COORDINATE INSPECTION OF NEW FENCING WITH CONTRACTING OFFICER.

SEE SHEETS CD101 AND CS101 FOR DETAILS

2. PLACE AT A MINIMUM LOW PROFILE BARRICADES MIN. 150' FROM TAXIWAY A

CENTERLINE. AREA BEYOND THESE BARRICADES IS AN ACTIVE AIRFIELD

OPERATIONS AREA

3. MANNED GATE, SEE GENERAL NOTE N

C U

MUSTANG BLVD

SABRE RD

GALA

XY W

E R

HERCULES WAY

AIR

LIF

T LA

C U

180'-0"

SHEET KEYNOTES

PERIMETER

FENCE

FIRE

STATION

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

C O

M M

C O

M M

C O

M M

COMM COMM

COMM

COM

COMM

E-BUR

E-BU

COMM

E-BUR

C O

M M

C O

M M

C O

M M

COMM

COMM COMM

COMM

E-

R E-

E-

R E-

E-BUR

E-BUR E-BUR E-BUR E-BUR

W W

SHEET ID

M A

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

D A

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

GRAPHIC SCALE(S)

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

CD101

O N

A N

O N

A N

D S

C O

O L

H O

O N

1" = 10'

0 10' 20' 30'

SCALE:

A1 DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN

SCALE: 1" = 10'

B403

F.F. ELEV (1296.00

ON PRIOR DESIGN)

A. CONTRACTOR SHALL PROVIDE ALL NECESSARY EROSION CONTROL AS

FIELD CONDITIONS REQUIRE. CONTRACTOR IS RESPONSIBLE FOR

DEVELOPING AND SUBMITTING FINAL EROSION AND SEDIMENTATION

CONTROL (ESC) AND/OR SWPPP TO THE CONTRACTING OFFICE FOR

REVIEW AND APPROVAL AS SPECIFIED PRIOR TO CONSTRUCTION.

B. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TEMPORARY AND

PERMANENT EROSION CONTROL MEASURES AT ALL TIMES. MAINTENANCE

OF TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE

CONSIDERED INCIDENTAL.

C. STORM WATER RUNOFF SHALL NOT BE ALLOWED TO LEAVE SITE

UNTREATED (LADEN WITH SUSPENDED SEDIMENT). IF THIS OCCURS THE

CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY PERMIT

VIOLATIONS AND FINES.

D. CONTRACTOR TO CONFORM TO OHIO EPA'S RAINWATER AND LAND

DEVELOPMENT MANUAL FOR ESC GUIDANCE, INCLUDED BEST

MANAGEMENT PRACTICES.

E. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR

RECONFIGURATION OF EXTERIOR DOWNSPOUT PIPING.

F. PRIOR EXCAVATION OCCURRED DURING CONSTRUCTION OF THE BUILDING

ADDITION. SIX TO SEVEN FEET OF UNCLASSIFIED FILL WAS EXCAVATED AND

REPLACED WITH NON FROST SUSCEPTIBLE FILL. IF IMPROVEMENTS EXIST

OUTSIDE OF THE PREVIOUS EXCAVATION LIMITS, OVER EXCAVATE FOUR

FEET AND REPLACE WITH NON FROST SUSCEPTIBLE FILL.

G. THE FIRE DEPARTMENT REQUIRES REQUIRES A 20 FOOT WIDE ASPHALT

DRIVE TO THE BUILDING. SAWCUT AND WIDEN THE ASPHALT BACK TO

NEAREST POINT EXISTING ROAD HAS 20' WIDTH (APPROXIMATELY 100 LF).

H. NEW FLIGHT LINE FENCE, SHOWN ON CS101, TO BE INSTALLED PRIOR TO

THE DEMOLITION OF FLIGHT LINE FENCE

1. SILT FENCE, SEE DETAIL A1/C-501

2. INLET PROTECTION, SEE DETAIL A6/C-501

3. SAWCUT AND DEMOLISH SIDEWALK, SEE GENERAL NOTE E

4. RETAIN AND PROTECT EXISTING UTILITIES

5. RETAIN AND PROTECT STORM DRAIN INLET AND UNDERGROUND PIPING

6. DEMOLISH EXISTING ABOVE GRADE GAS METER ASSEMBLY, SEE PD101

7. SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT

8. RETAIN AND PROTECT EXISTING UNDERGROUND INFILTRATION GALLERY

9. RETAIN AND PROTECT EXISTING SANITARY MANHOLE; REMOVE AND

SALVAGE FRAME AND LID

10. DEMOLISH GRAVEL SURFACING

11. DEMOLISH CHAIN LINK FENCE

12. RETAIN AND PROTECT LIGHTNING PROTECTION TEST WELLS, SEE ED101

13. DEMOLISH LIGHTNING PROTECTION TEST WELLS, SEE ED101

14. DEMOLISH BOLLARD

15. RETAIN AND PROTECT EXISTING CONCRETE PAVEMENT

16. RETAIN AND PROTECT SD CLEANOUTS

17. RETAIN AND PROTECT MANHOLE AND SURROUNDING CONCRETE PAD

18. REMOVE SD GRATE AND CAP; RETAIN AND PROTECT EXISTING SD PIPING

BELOW GRADE

19. DEMOLISH LAMBS TONGUE DRAIN

20. DEMOLISH HAND HOLE, SEE ED101

21. ABANDON BURIED ELECTRICAL IN PLACE, SEE ED101

22. DEMOLISH TRANSFORMER PAD, SEE ED101

23. SAWCUT AND DEMOLISH CONCRETE APRON

24. RETAIN AND PROTECT CHAIN LINK FENCE

25. CONSTRUCTION ENTRANCE, SEE DETAIL A8/C-501

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

B500

PLAN

NORTH

'-0

2'-0"

20'-0"

TYP 3

SEE NOTE F

XX20

SEE NOTE G

X X

GENERAL SHEET NOTES

# SHEET KEYNOTES

SEE GENERAL

NOTE H

D N L

SHEET ID

M A

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

D A

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

GRAPHIC SCALE(S)

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

C-101

R A

G A

N D

A N

H O

O N

GENERAL SHEET NOTES

# SHEET KEYNOTES

1" = 10'

0 10' 20' 30'

SCALE:

A1 GRADING AND SITE LAYOUT PLAN

B403

EXST FFE = 1296.00

RAISED FFE = 1297

33' UNOBSTRUCTED ZONE

33'

33' UNOBSTRUCTED SPACE

A. PROVIDE SMOOTH TRANSITION BETWEEN NEW AND EXISTING SIDEWALKS.

ALL SIDEWALK MUST BE ABA ACCESSIBLE.

B. SPOT GRADES SHOWN ARE APPROXIMATE, NO SURVEY WAS CONDUCTED.

ALL NEW WORK TO TIE INTO EXISTING ADJACENT GRADES.

C. ALL EQUIPMENT PADS TO BE A MINIMUM OF 4" ABOVE ADJACENT GRADE.

D. NEW SIDEWALKS AND ASPHALT PAVEMENT TO MATCH EXISTING

SURROUNDING GRADES. PROVIDE A SMOOTH TRANSITION ACROSS

CONNECTION POINTS.

E. SLOPE MECHANICAL YARD AND ATTACHED SIDEWALK TO BE A MINIMUM OF

1% CROSS SLOPE AWAY FROM THE BUILDING. CONTRACTOR TO VERIFY

EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION.

F. CONCRETE EQUIPMENT PAD IS LOCATED AND SIZED BASED ON EQUIPMENT

DEFINED ON ES101. IF EQUIPMENT SELECTED IS DIFFERENT IN SIZE, PAD

MAY NEED TO BE REVISED TO MATCH MANUFACTURER'S

RECOMMENDATIONS. REVIEW AND APPROVAL OF PAD LOCATION

REQUIRED. PAD SHOULD NOT CONFLICT WITH SIDEWALK CIRCULATION.

1. CONCRETE SIDEWALK, SEE DETAIL D8/C-501

2. CONCRETE EQUIPMENT PAD ON EXISTING CONCRETE APRON, SEE DETAIL

F1/S-501 AND NOTE C

3. ABA LANDING AND RAMP, SEE DETAILS D4/S-501 AND E4/A-501

4. EQUIPMENT ENCLOSURE, SEE DETAILS A3/A-450 AND A6/A-450

5. ASPHALT PATCHING PROVIDE SMOOTH TRANSITION BETWEEN EXISTING

AND PROPOSED PAVEMENT, SEE DETAILS A3 AND A7/C-502

6. BOLLARD, SEE DETAIL A4/C-501

7. MECHANICAL YARD CONCRETE, SEE DETAIL F4/S-501 AND SEE NOTE E

8. GRAVEL SURFACING, SEE DETAIL D4/C-501 AND E9/C-502

9. CHAIN LINK FENCE, SEE DETAIL C1/C-502

10. CONCRETE CONNECTION, SEE DETAIL A5/C-502

11. CONCRETE EQUIPMENT PAD, SEE DETAIL F4/S-501 AND SEE NOTE C

12. MATCH EXISTING GRADE, PROVIDE SMOOTH TRANSITION

13. CONCRETE TO ASPHALT TRANSITION, SEE DETAIL A1/C-502

14. SIDEWALK WILL BE ELEVATED ABOVE EXISTING ELEVATION OF ASPHALT,

CREATING A CURB. EXISTING ASPHALT GRADUALLY RISES TO MEET GRADE

OF SIDEWALK AT SOUTHEAST CORNER, SEE NOTE E

15. CONCRETE EQUIPMENT PAD ON NEW CONCRETE SIDEWALK, SEE DETAIL

F1/S-501 AND NOTE C AND F

16. PATCH CONCRETE APRON; MATCH EXISTING SUBBASE AND CONCRETE

DEPTH AND MATERIALS, SEE DETAIL A5/C-502

19'x4.8'

7.8'x5.3'

+1297

+1297 1296

(MATCH

EXISTING)

1:12

+1297

TYP 2

41.50'12.00'6.67'

'-3

MATCH

EXISTING

PLAN

NORTH

B500

16'-1 1/2"

20.00'

21'-1/2"

10'

7'-6 1/2" x 41'-9 3/4"

7.8'x5.3'

3'-4 1/2"

6' -9

4'-6"

3'-0 1/4"

11'-1 1/2"

+ MATCH

EXISTING

1295.95+

1295.95+ 1295.75+

1295.75+ 1295.95+

1% MIN

1% MIN 1% MIN

TYP 2

1296(MATCHEXISTING)

SEE NOTE F

MATCH EXISTING

4'- 1 3

/4"

'-4

5' 5'

5'-11"

5' -1

0'-9"

'-4

"15'-1"

16'

'-2

10'-3"

'-1

3'-7"

8' -5

9'-10"

1' -7

4'-3"

8'-4"

3' -3

33'-9"

0' -6

2' -1

2' 2'

-7

2'-2"

5'-5"

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

C O

M M

C O

M M

C O

M M

COMM COMM

COMM

E-BU

COMM

E-BUR

C O

M M

C O

M M

C O

M M

COMM

COMM COMM

COMM

E-

R E-

E-

R E-

SD SD

W W

E-BUR

COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

MMM

COMM

SSS

COOWW

MMB

MMMM

SSSS

OMOCO

MMMMMMMM

URURUR

EEEE

E MME-E-

GGGG

BBBBB-B-BU-BBUBBU

OMOM

COCOC

UUU

B MMB

MMMMME

CCO

E-BB

MMMM

WWWW

GGGGGGGG

E-E

E BE BEE

MMMM

SSSSS

COC

E B

EEEE-B

CCCCC

G G

E-BUR

E-BUR E-BUR

SHEET ID

M A

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

D A

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

GRAPHIC SCALE(S)

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

CU101

H O

O N

GENERAL SHEET NOTES

# SHEET KEYNOTES

1" = 10'

0 10' 20' 30'

SCALE:

A1 UTILITY PLAN

EXST 6" SS

EXST 3"

GAS

EXST 8"

DOMESTIC & FIRE

EXST MH

EXST 6" SD

EXST CLEANOUT

EXST FIRE HYDRANT

EXST UNIDERGROUND

INFILTRATION GALLERY

EXST 8" SD

EXST 4" SDEXST 4" SD

EXST 4" SD

B403

EXST (2) 4"

CONDUIT

EXST HH

EXST (2) 4"

CONDUIT

EXST HH

LIGHTNING

PROTECTION,

TYP 8

A. EXISTING UTILITY LOCAITONS AND ELEVATIONS ARE BASED ON AVAILABLE

RECORD DRAWINGS AND ARE SHOWN APPROXIMATELY. VERIFY EXACT

LOCATIONS AND ELEVATIONS. NOT ALL EXISTING UTILITIES MAY BE SHOWN.

B. SEE MECHANICAL SHEETS FOR EQUIPMENT AND EXTERIOR DUCT DETAILS.

C. SEE COMMUNICATIONS AND ELECTRICAL SITE PLANS FOR CONDUIT

ROUTING AND DETAILS.

1. ELECTRICAL SERVICE, SEE ES101

2. MECHANICAL EQUIPMENT, SEE M-102

3. FOLDING ANTENNAS TOWER LOCATION

4. GENERATOR, SEE ES101

5. RESET SSMH FRAME AND GRATE

6. TRANSFORMER, SEE ES101

7. COMM SERVICE, 4 - 4" CONDUITS, CONC ENCASED, SEE A1/T-505 AND T-401

FOR CONTINUATION

8. ELECTRICAL HANDHOLE, SEE ES101

9. 3/4" GAS LINE, SEE P-101 AND D1/C-501

10. CONDENSER UNITS, SEE M-102

11. AUTOMATIC AND MANUAL TRANSFER SWITCHES, SEE ES101

12. CT CABINET AND METER, SEE ES101

13. DOCKING STATION, SEE ES101

14. LOAD BANK, SEE ES101

15. COMM AND ELEC STUB UP FOR FUTURE CONNECTION TO ANTENNA TOWER

16. SEE P-101 AND P-102 FOR CONTINUATION OF ABOVE GRADE GAS, GAS

METER, AND CONNECTION TO HVAC EQUIPMENT

PLAN

NORTH

B500

EXST 4" SD

EXST WATER METER

VALVE VAULT

EXST FFE = 1296.00

RAISED FFE = 1297

TYP 5

10TYP 3

1 2

13 14

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

D A

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

C-501

H O

O N

HD1 TYPICAL TRENCH

SCALE: NTS

1. NEW SURFACING, OR SURFACE

RESTORATION, SEE SURFACE

RESTORATION DETAIL THIS

SHEET

2. TRENCH BACKFILL ABOVE PIPE

ZONE

3. PIPE OUTSIDE DIAMETER

4. PIPE BEDDING MATERIAL

5. NOT USED

6. DEPTH OF COVER

7. MARKING TAPE AS SPECIFIED

8. PIPE ZONE

9. MINIMUM WIDTH = PIPE OD + 1'-6"

NOTES

6" M

NOTES:

PROVIDE MOUND FOR

SETTLEMENT UNLESS

OTHERWISE APPROVED

BY THE CONTRACTING

OFFICER

TOP SOIL INSTALLED AS

SPECIFIED, SEE NOTE B

SEE NOTE C

VERTICAL TRENCH

SHOWN, SEE NOTE A

A. SLOPE TRENCH WALLS OR SHORE EXCAVATIONS FOR CONSTRUCTION AND SAFETY

AND IN ACCORDANCE WITH CURRENT OSHA REQUIREMENTS.

B. THE TOP 6" OF TRENCH BACKFILL, BENEATH THE TOPSOIL LAYER, TO BE INSTALLED,

SMOOTHED, BUT LEFT UN-COMPACTED.

C. TOPSOIL AND SEEDING TO EXTEND BEYOND TOP OF TRENCH AND TO THE LIMITS OF

DISTURBANCE.

SOD/LANDSCAPING RESTORATION

D4 SURFACE RECONSTRUCTION

SCALE: NTS D8 TYPICAL CONCRETE SIDEWALK

SCALE: NTS

TRENCH BACKFILL

(SEE TRENCHING

DETAIL THIS SHEET)

NOTES:

SECTION

ELEVATION

A. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE.

B. 2"x4" DOUGLAS FIR OR STEEL FENCE POSTS.

C. STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF SLOPE.

D. COMPACT ALL AREAS OF FILTER FABRIC TRENCH.

6' MAX SPACING

GEOTEXTILE

FABRIC

2"x2" BY 14 GA WIRE OR

EQUIVALENT, IF STANDARD

STRENGTH FABRIC USED

JOINTS IN GEOTEXTILE FABRIC SHALL BE

SPLICED AT POSTS. USE STAPLES, WIRE

RINGS OR EQUIVALENT TO FABRIC TO POSTS

MINIMUM 4"X4" TRENCH

POST SPACING MAY BE INCREASED

TO 8' IF WIRE BACKING IS USED

2"x2" WOOD

POSTS, STEEL

FENCE POSTS, OR

EQUIVALENT

2"x2" BY 14 GA WIRE OR

EQUIVALENT, IF STANDARD

STRENGTH FABRIC USED

MINIMUM 4"X4" TRENCH

2"x2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT

" M

A1 SILT FENCE

SCALE: NTS

3' -6

6" M

36" DIA

FILL W/CONCRETE

AND ROUND OFF TOP

WITH GROUT PLUG

PAINT PER SPECS

12" SCH 40 STEEL PIPE,

GRIND SMOOTH ALL ROUGH

SURFACES AND EDGES

1" SLOPE

TOP OF FINISH GRADE

OR SURFACE MATERIAL

CONCRETE ENCASEMENT

A4 BOLLARD

SCALE: NTS A6 INLET PROTECTION

SCALE: NTS

1'-0" MIN

SUBGRADE OR

SUBGRADE COURSE

EXISTING GRAVEL

SURFACING

GRAVEL SURFACING

SEWN 6"

OVERLAP

#5 REBAR

GRATE

GEOTEXTILE INSERTFILTERED

WATER

#5 REBAR

SEWN 6"

OVERLAP

FLOWFLOW

NOTE:

A. FROST DEPTH 40", GAS TO BE BURIED AT A

MINIMUM 0F 40".

NOTES:

A. WOVEN GEOTEXTILE INSERT TO HAVE:

B. INSERT TO BE UV RESISTANT

C. INSERT TO BE PREFABRICATED TO MATCH SIZE OF INLET

ALLOWING FOR SEWN OVERLAP WITH HANDLES

PROPERTY TEST METHOD UNITS TEST

RESULTS

GRAB TENSILE ASTM D4632 lbs 250 X 230

GRAB ELONGATION ASTM D4632 % 15 X 12

PUNCTURE ASTM D6241 lbs 930

TRAPEZOID TEAR ASTM D4533 lbs 65 X 75

AOS ASTM D4751 US SIEVE 30

FLOW RATE ASTM D4491 gal/min/ft 40

PERMITIVITY ASTM D4491 sec-1 0.50

WIDTH AS NOTED ON PLANS

1/2" PJF

(WHERE AGAINST

STRUCTURE)

PREPARED

SUBGRADE

FINISH GRADE

AGGREGATE

BASE COURSE

NOTE:

A. PROVIDE 1/2" PJF AT ALL INTERFACES WITH EXISTING STRUCTURE,

PCCP & CONC PADS

B. PER SPECIFICATIONS, A PAVING PLAN SHOWING TIMING OF POURS AND

ALL JOINT LOCATIONS, TYPES AND DETAILS TO BE SUBMITTED FOR

APPROVAL PRIOR TO CONSTRUCTION

TYPICAL SECTION (ATTACHED TO BLDG)

SLOPE 1/4"/FT

OR AS SHOWN

MIN

6" 4"

70' MIN

' M

GRADE TO DRAIN AWAY

FROM ENTRANCE

ODOT #2 COURSE

AGGREGATE

EXISTING

PAVEMENT

ROUGH

SURFACE

GEOTEXTILE

6" MIN

PLAN

PROFILE

A8 CONSTRUCTION ENTRANCE

SCALE: NTS

A. STONE AGGREGATE SHALL MEET THE GRADATION REQUIREMENTS FOR #2 (1.5-2.5

INCH) COARSE AGGREGATE IN TABLE 703.01 OF THE OHIO DEPARTMENT OF

TRANSPORTATION (ODOT) CONSTRUCTION AND MATERIAL SPECIFICATION (CMS).

SPECIFICATION 703, OR EQUIVALENT. POORLY GRADED AGGREGATE DEVELOPS AN

ABRASIVE SURFACE AND IS PREFERRED.

B. GEOTEXTILE SHALL BE POLYMERIC FIBERS FORMED INTO A WOVEN OR NON-WOVEN

FABRIC THAT MEETS THE CURRENT ODOT CMS SPECIFICATION 712.09 FOR TYPE D:

SUBGRADE-BASE SEPARATION OR STABILIZATION, OR EQUIVALENT.

C. ABRASIVE MANUFACTURED MATS MAY BE USED AS AN ALTERNATIVE. THEY MUST BE

INSTALLED TO THE SAME DIMENSIONS AS STONE STABILIZATION AND IN

ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, INCLUDING ALLOWABLE

LOADS, ANCHORING, AND CONNECTIONS.

NOTES:

L A

H M

N A

L G

U A

R D

B A

, O

H O

N A

L G

U A

R D

D R

B Y:

D B

C H

D B

D . P

E D

C O

N O

P R

C T

N O

-2

1- D

-0

2 3 4 5 6 7 8 9 10

D A

R C

M A

R K

C R

O N

M A

L A

H M

N A

L G

U A

R D

B A

, O

TYPE B-3 FINAL

O B

S G

R N

D R

E, C

O R

N O

C-502

H O

O N

C1 CHAIN LINK FENCE

SCALE: NTS

A1 CONCRETE TO ASPHALT TRANSITION

SCALE: NTS

NOTES:

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

BOTTOM & BRACE RAILS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION

STEEL POST SCHEDULE

MIN OUTSIDE

DIMENSIONS

(NOMINAL)

2.845" O.D.

2" O.D.

1.66" O.D.

1.625" x 1.25"

2" MAX TO BOTTOM

OF FABRIC

BRACE PANEL DETAIL

CHAIN-LINK SECURITY FENCE DETAIL

NTS

BRACE RAIL CLAMP DETAIL

FASTENING DETAILS

LINE POST ATTACHMENTS

BRACE RAIL ATTACHMENT

GROUNDING DETAIL

TRUSS ROD AND BAND

END OR GATE

POST DETAIL

TENSION BAND DETAIL

BOTTOM RAIL DETAILS

CORNER POST

EXTENSION ARM DETAILS

NTS

LINE POST

3' -4

" M

10" MIN DIA

8'-0" MAX

35° 45° 2"

16" MIN DIA

8'-0" MAXIMUM

3' -6

" M

8'-0" MAXIMUM LINE POSTS TO BE EQUALLY SPACED

'-0

1/ 2"

1'-10"

1' -0

1'-0"

1' -0

" 1'- 6"

8'-0" MAX

G H

S, S

A 1'

-0

FENCE TYPE HEIGHT EXTENSION BRACE RAIL

7'-0" NOARM, SEE

DETAIL

TABLE A: FENCING CRITERIA

FE7

3-STRAND BARBED-WIRE APRON

ON EXTENSION ARMS

TOP TENSION WIRE

BRACE RAIL,

SEE TABLE A

9-GAUGE STEEL TIE WIRES,

15" O.C. MAX & W/IN 4" FROM

TOP & BOTTOM OF FABRIC

CHAIN LINK FABRIC

(9-GAUGE, 2" MESH)

ENDS TWISTED AT LEAST

THREE FULL TURNS

TOP TENSION WIRE

TENSION BAR TO

ENGAUGE EACH FABRIC

LINK

3/8" CARRIAGE BOLT

W/PEENED THREADS

TENSION BAR TO

ENGAUGE EACH FABRIC

LINK

CHAIN LINK FABRIC

(9-GAUGE, 2" MESH)

CHAIN LINK FABRIC

(9-GAUGE, 2" MESH)

9-GAUGE STEEL TIE

WIRES (TYP), (12" O.C.

MAX)

BOTTOM RAIL

3/8" CARRIAGE BOLT

W/PEENED THREADS

LINE POST

DOUBLE RAIL ENDSECURE SLIDE

9-GAUGE STEEL

TIE WIRES (TYP.),

(12" O.C. MAX)

NTS

TRUSS ROD

(3/8" MIN DIA)

TENSION BAND (15"

O.C. MAX & W/IN 4"

FROM TOP & BOTTOM

OF FABRIC)

TRUSS ROD

(3/8" MIN DIA)

TENSION BAND

(15" O.C. MAX &

W/IN 4" FROM

TOP & BOTTOM

OF FABRIC)

LOCK PIN

TYP

3/8" PLAIN PIN

RIVETED FLUSH

TYP

SECURE

SLIDE

SECURE

SLIDE

LOCK PIN

TYP

3/8" PLAIN PIN

RIVETED FLUSH

TYP

3/4" DIA COPPER-CLAD

STEEL GROUND ROD

CONCRETE

BASE

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING

OF COPPER

LINE POST

BOTTOM RAIL

PULL POSTLINE POST

PULL POST

BOTTOM RAIL GRADE

LINE

CONCRETE

BASE

CHAIN LINK FABRIC

(9-GAUGE, 2" MESH)

CHAIN LINK FABRIC

(9-GAUGE, 2" MESH) 9-GAUGE STEEL

TIE WIRES (TYP),

(12" O.C. MAX)

BOTTOM OF

FABRIC

CORNER, END,

OR PULL POST

9-GAUGE STEEL TIE

WIRES, 15" O.C. MAX &

W/IN 4" FROM TOP &

BOTTOM OF FABRIC

EXTENSION,

SEE TABLE A

FINISH GRADE

GRADED CRUSHED

AGGREGATE (GCA)

GEOTEXTILE

NOTE:

A. PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING.

CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.

EXISTING AC PAVEMENT

CRACK SEAL, TYP, SEE NOTE

EXISTING BASE COURSE

PREPARED SUBGRADE

SAWCUT 2' MIN JUST

PRIOR TO PAVING

NEW AC PAVEMENT

EDGE OF EXISTING

AC PAVEMENT4" MINIMUM 1/2" AC PAVEMENT

TYPE 2, PG 64-28

12" COMPACTED SUBGRADE (95)

PREPARED

SUBGRADE

6" MIN BASE COURSE

A3 ASPHALT PAVEMENT

SCALE: NTS

A7 AC PAVEMENT CONNECTION

SCALE: NTS

E9 GRAVEL SURFACING

SCALE: NTS

A WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF

THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE

SECURE AREA.

B. 9-GAUGE GALVANIZED STEEL TIE WIRES SHALL BE USED FOR FASTENING THE FENCE FABRIC

TO FENCE POSTS AND RAILS. HOG RINGS SHALL BE USED FOR FASTENING FENCE FABRIC TO

TENSION WIRES.

C. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING 3/8" CARRIAGE BOLTS AS

SHOWN. ADDITIONAL HOLES SHALL BE DRILLED THROUGH THE BOTTOM RAIL ENDS TO

ENSURE THAT CARRIAGE BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

D. GATE STRUCTURAL COMPONENTS TO BE SAME AS FENCE MATERIAL, NO ALUMINUM

STRUCTURAL MEMBERS ARE ALLOWED.

E. REMOVE EXISTING WARNING SIGNS FROM FENCE TO BE DEMOLISHED AND REINSTALL ON

NEW FENCE.

A5 CONCRETE CONNECTION

SCALE: NTS

NOTE:

A PREPARE ASPHALT MIX DESIGN FOR REVIEW AND

APPROVAL. DESIGN TO CONFORM TO OHIO

DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.

EXISTING SUBGRADE

GRAVEL SURFACING

EXPANSION

JOINT

1/2" JOINT

SEALER

BACKER ROD

1/4" FIBERBOARD

1 1/4" DIAx18" SMOOTH STEEL

DOWEL BARS LUBRICATE THIS

HALF OF DOWEL

EXISTING CONCRETE

PAVEMENT

GANG-DRILL HOLES FOR DOWELS AT

12" CENTERS. CLEAN HOLES WITH

COMPRESSED AIR AND PLACE

NON-SHRINK GROUT AT BACK OF

HOLE BEFORE DOWEL INSERTION

3 1/4" DIAx1/16" THICK NYLON OR

PLASTIC GROUT RETENTION DISK

2"1" 9"

1" 2"

1/ 8"

TACK COAT SURFACES

BASE COURSE

PREPARED SUBGRADE

10'

CONCRETE PAVEMENT

CONCRETE EXPANSION JOINT

BACKER ROD

GREASE AND CAP

SLAB-SIDE OF DOWEL

1" DEEP × 3/4" WIDE

SAW CUT GROOVE. FILL

WITH CRAFCO TYPE SEALANT

ASPHALT CONCRETE

PAVEMENT

BURIED SLAB

18"×1 1/4" STEEL DOWELS @ 12" OC,

CENTERED IN IMPACT SLAB

EDGE OF CONCRETE

AS SHOWN ON PLAN

PREFORMED

JOINT SEAL

JOINT SEALANT,

AS SPECIFIED

POST BRACE

RAIL (TYP)

TRUST ROD

AND BAND

3" 6"

005-08-26

No. ARC.2520029

No 029. ARC.25200

CONTROLLED

05-08-26

ONTROLL

05-08-26

No. ARC. 029. ARC.25200

NNo. ARC.2520029

No. ARC. 9No. ARC.2520029

NNo. ARC.2520029

9No. ARC.2520029

4/28/26

G U

D R

A W

N B

D B

C H

D B

E D

C O

N O

P R

C T

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

O R

N O

E-001

O N

D B

E, O H

D B

E, O H

G O

N M

N S

R , S

E, C

M . O

N A

O N

D . P

N D

-2

1- D

-0

S8 R

TYPE B-3 FINAL

R C

ABBREVIATION DESCRIPTION

A AMPERE, AUTOMATIC

AASD AIR ASPIRATING SMOKE DETECTOR

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESS

ACS ACCESS CONTROL SYSTEM

ACSR ALUMINUM CONDUCTOR STEEL-REINFORCED

ADB ACCESS CONTROL DISTRIBUTION BOX

ADJ ADJUSTABLE

ADS ASPIRATING SMOKE DETECTOR

AF AMPERE FRAME

AFD ADJUSTABLE FREQUENCY DRIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

AM AMMETER

ANN ANNUNCIATOR

ANT ANTENNA

APPROX APPROXIMATE

ASU AIR SUPPLY UNIT

AT AMPERE TRIP

ATC AUTOMATIC TRANSFER CONTROL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AWG AMERICAN WIRE GAGE

BAT BATTERY

BC BARE COPPER

BIL BASIC IMPULSE LEVEL

BIM BREAKER INTERFACE MAODULE

BKR BREAKER

BLDG BUILDING

BLR BOILER

BMS BALANCED MAGNETIC SWITCH

BOT BOTTOM

C CONDUIT, CONTACTOR, CONDUCTOR, CLOSE, CENTIGRADE

CB CIRCUIT BREAKER

CC CONTROL CABLE

CE CONFORMITE EUROEENNE

CF/CI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CKT CIRCUIT

CLG CEILING

COMM COMMUNICATIONS

CONT CONTINUE

COR CONTRACTING OFFICER OR REPRESENTATIVE

CP CONTROL PANEL

CPT CONTROL POWER TRANSFORMER

CPU CENTRAL PROCESSING UNIT

CR CARD READER

CS CONTROL STATION

CT CURRENT TRANSFORMER, CABLE TRAY

CU COPPER CONDUCTOR

D DURESS BUTTON

DC DIRECT CURRENT, DATA CENTER

DIV DIVISION

DN DOWN

DP DISTRIBUTION PANEL

DPDT DOUBLE-POLE DOUBLE-THROW

DPM DIGITAL POWER METER

DPST DOUBLE-POLE SINGLE-THROW

DR DOOR RELEASE

DS ELECTRIC DOOR STRIKE

DSC DISCONNECT

E EMPTY

EA EACH

EDH ELECTRIC DUCT HEATER

EF EXHAUST FAN

EL ELEVATION

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EO ELECTRICALLY OPERATED, ELECTRIC OPERATOR

EP EXPLOSION-PROOF

EQPT EQUIPMENT

ES ETHERNET SWITCH / ELECTRONIC STRIKE / SOLENOID

ETM ELAPSED TIME METER

EUH ELECTRIC UNIT HEATER

EUSERC ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS

COMMITTEE

EXH EXHAUST

EXST EXISTING

F FORWARD, FREQ

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FACU FIRE ALARM CONTROL UNIT

FB FLOOR BOX

FDB FIELD DISTRIBUTION BOX

FDR FEEDER

FF FINISHED FLOOR

FLEX FLEXIBLE CONDUIT

FLR FLOOR

FLUOR FLUORESCENT

FMCP COMBINATION FIRE ALARM/MASS NOTICFICATION CONTROL PANEL

FMSP FIRE ALARM/MASS NOTICFICATION SECURE PANEL

FO FIBER OPTIC

FOV FIELD OF VIEW

FP FIELD PANEL

FREQ FREQUENCY

FSCP FIRE SUPPRESSION CONTROL PANEL

FU FUSE

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

FWD FORWARD

G GROUND, GREEN

GALV GALVANIZED

GEN GENERATOR

GF/CI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GF/GI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GFCI GROUND FAULT CIRCUIT INTERRUPTER

ABBREVIATION DESCRIPTION

GFR GROUND FAULT RELAY

GND GROUND

GP GENERAL PURPOSE POWER

GRS GALVANIZED RIGID STEEL CONDUIT

H HIGH SPEED

HGT HEIGHT

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTO

HOR HAND-OFF-REMOTE

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HS HAND SWITCH

HSS HIGH SECURITY SWITCH

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING & AIR CONDITIONING

HZ HERTZ

IAW IN ACCORDANCE WITH

IC INTERRUPTING CAPACITY

IDS INTRUSION DETECTION SYSTEM

IMC INTERMEDIATE METALLIC CONDUIT

INCAND INCANDESCENT

J,JB JUNCTION BOX

K KEY INTERLOCK

KA KILOAMPERES

KAIC KILOAMPERES INTERRUPTING CAPACITY

KCM THOUSAND CIRCULAR MILS

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATTS

KWH KILOWATT HOURS

L LIGHTING CONTACTOR, LOW SPEED, LOWER

LA LIGHTNING ARRESTER

LB LOAD BANK

LC LIGHTING CONTROLLER, LATCH COIL, LIGHTING CONTACTOR

LCP LOCAL CONTROL PANEL

LOR LOCAL-OFF-REMOTE

LP LIGHTING PANEL

LPS LIGHTNING PROTECTION SYSTEM

LR LOCAL/REMOTE

LS LIMIT SWITCH, LEVEL SWITCH

LTF LIQUID-TIGHT FLEX CONDUIT

M MAGNETIC CONTACTOR COIL, MOTOR, MANUAL

MA MILLIAMPERE

MAN MANUAL

M…

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