W912QR21R0051_Plans-0000.pdf

PDF 45 MB Posted Jun 23, 2021

Attached to: Lab Renovations for the XTAL Bldg. 654 at Wright-Patterson Air Force Base, OH
Solicitation number: W912QR21R0051
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for lab renovations at Wright-Patterson Air Force Base in Ohio. The project scope involves renovations to Building 654, known as the XTAL Building, with an estimated construction cost between $5 million and $10 million. The work will be coded under NAICS 236220 with a size standard of $39.5 million. Responses are due by the date and time specified in the solicitation. An organized site visit will be held on July 1, 2021 at 9:00 AM Eastern Time, with RSVPs required by June 28. The solicitation is a Full and Open procurement that requires a 10% price evaluation preference for HUBZone small businesses in accordance with FAR 19.1307. Respondents must comply with SAM registration requirements and other provisions specified in the solicitation clauses. The issuing agency is the Department of the Army Corps of Engineers Louisville District.

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Other files

File	Type	Posted
W912QR21R0051_Plans-0004.pdf	PDF	Jul 29, 2021
W912QR21R0051_Specs-0004.pdf	PDF	Jul 29, 2021
W912QR21R0051-0003.pdf	PDF	Jul 23, 2021
W912QR21R0051-0002.pdf	PDF	Jul 21, 2021
W912QR21R0051_Specs-0001.pdf	PDF	Jul 20, 2021
Site Visit Roster 07-01-21.pdf	PDF	Jul 20, 2021
W912QR21R0051_Plans-0001.pdf	PDF	Jul 20, 2021
JA (redacted) - Siemens Talon Control System - WPAFB XTAL.pdf	PDF	Jun 23, 2021
W912QR21R0051_Specs_Vol1-0000.pdf	PDF	Jun 23, 2021
W912QR21R0051_FFE-0000.pdf	PDF	Jun 23, 2021
W912QR21R0051_SID-0000.pdf	PDF	Jun 23, 2021
JA (redacted) - Simplex Fire Alarm System - WPAFB XTAL.pdf	PDF	Jun 23, 2021
W912QR21R0051_Specs_Vol2-0000.pdf	PDF	Jun 23, 2021

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

WPAFB XTAL RENOVATION

PN: ZHTV190007 / P2: 487666

CERTIFIED FINAL

W912QR-21-R-0051

YYYYYY-YY-Y-YYYY

MAY 2021

LOUISVILLE DISTRICT

WRIGHT PATTERSON AIR FORCE BASE, OHIO

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CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE

GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH

OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON

THE PLANS OR SPECIFICATIONS (E.G. SOLE SOURCE), ALL LISTED

MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD

OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED

MANFACTURER MEET OR EXCEED THE STANDARD OF QUALITY AND

CHARACTERISTICS OF THE BASIS OF DESIGN.

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W912QR21R0051

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CIVIL SHEET LIST

SHEET NO. DESCRIPTION

GC101 SITE ACCESS PLAN

GC102 ACCESS AND SAFETY NOTES

GC103 GENERAL NOTES

CD 101 REMOVAL AND RESTORATION PLAN

CS 101 SITE AND UTILITY PLAN

CG 101 GRADING PLAN

ARCHITECTURAL SHEET LIST

SHEET NO. DESCRIPTION

AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS

AG002 ARCHITECTURAL GENERAL NOTES

AG003 ACCESSIBILITY INFORMATION

AG004 CONSTRUCTION ACCESS PLAN

LS001 LIFE SAFETY CODE AND CRITERIA

LS011 FIRST FLOOR LIFE SAFETY PLAN

AD101 ENVIRONMENTAL PLAN

AD102 FIRST FLOOR DEMOLITION PLAN - AREA A

AD103 FIRST FLOOR DEMOLITION PLAN - AREA A ABOVE CEILING

AD152 FIRST FLOOR DEMOLITION CEILING PLAN - AREA A

A-001 AIR BARRIER PLAN

A-011 OVERALL FIRST FLOOR PLAN

A-101 FIRST FLOOR PLAN - AREA A

A-102 FIRST FLOOR PLAN - AREA A ABOVE CEILING

A-111 FIRST FLOOR PARTITION TYPE PLAN - AREA A

A-121 FIRST FLOOR EQUIPMENT PLAN

A-122 CLEANROOM ELEVATIONS

A-123 CLEANROOM ELEVATIONS

A-131 CLEANROOM PARTITION SYSTEM FRAMING PLAN

A-151 FIRST FLOOR REFLECTED CEILING PLAN - AREA A

A-311 WALL SECTIONS

A-402 ENLARGED PLANS AND DETAILS - SCREEN WALL

A-501 PARTITION TYPES

A-511 PARTITION TYPE DETAILS

A-515 CLEANROOM PARTITION DETAILS

A-516 CLEANROOM PARTITION DETAILS

A-521 PENETRATION DETAILS

A-561 CEILING DETAILS

A-601 DOOR AND FRAME TYPES

A-621 DOOR DETAILS

A-651 WINDOW SCHEDULE AND TYPES

A-681 STOREFRONT ELEVATIONS AND DETAILS

A-701 ROOM FINISH SCHEDULE, FINISH LEGEND, AND SIGNAGE SCHEDULE

A-702 SIGNAGE DETAILS

A-703 FIRST FLOOR FINISH AND SIGNAGE PLAN - AREA A

A-751 INTERIOR ELEVATIONS

A-752 INTERIOR ELEVATIONS

A-753 INTERIOR ELEVATIONS

I-101 OVERALL FIRST FLOOR FURNITURE PLAN

I-102 FIRST FLOOR FURNITURE PLAN - AREA A

FIRE PROTECTION SHEET LIST

SHEET NO. DESCRIPTION

FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS

FA101D FIRE ALARM FIRST FLOOR DEMO PLAN

FA101 FIRE ALARM FIRST FLOOR PLAN

FA601 FIRE ALARM MATRIX, MOUNTING DETAIL, AND ONE-LINE

DIAGRAM

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FX101D FIRE SUPPRESSION DEMO PLAN

FX101 FIRE SUPPRESSION PLAN

FX102 CLEANROOM SPRINKLER LAYOUT

FP001 USACE LOUISVILLE FIRE PROTECTION/LIFE

SAFETY/ACCESSIBILITY CODE REVIEW - PAGE 1

FP002 USACE LOUISVILLE FIRE PROTECTION/LIFE

SAFETY/ACCESSIBILITY CODE REVIEW - PAGE 2

FP003 USACE LOUISVILLE FIRE PROTECTION/LIFE

SAFETY/ACCESSIBILITY CODE REVIEW - PAGE 3

PLUMBING SHEET LIST

SHEET NO. DESCRIPTION

P-001 PLUMBING NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

PD101 GROUND FLOOR - PLUMBING DEMOLITION - AREA A

PD102 GROUND FLOOR - PLUMBING DEMOLITION - AREA B

PD103 FIRST FLOOR - PLUMBING DEMOLITION - AREA A

PD104 SECOND FLOOR - PLUMBING DEMOLITION - AREA A

PD105 THIRD FLOOR - PLUMBING DEMOLITION - AREA A

PD901 LAB WASTE & VENT DEMO DIAGRAM

P-101 GROUND FLOOR - PLUMBING PLAN - AREA A

P-102 GROUND FLOOR - PLUMBING PLAN - AREA B

P-103 FIRST FLOOR - PLUMBING PLAN

P-104 FIRST FLOOR - WASTE & VENT PLUMBING PLAN

P-401 ENLARGED PLUMBING PLAN

P-402 ENLARGED PLUMBING PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-505 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 UTILITY CORE ISOMETRIC DIAGRAMS

P-902 UTILITY CORE ISOMETRIC DIAGRAMS

P-903 UTILITY CORE ISOMETRIC DIAGRAMS

P-904 LAB WASTE & VENT DIAGRAM

MECHANICAL SHEET LIST

SHEET NO. DESCRIPTION

M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

MD101 FIRST FLOOR - MECHANICAL DEMOLITION

MD102 THIRD FLOOR - MECHANICAL DEMOLITION

MD103 ROOF - MECHANICAL DEMOLITION

M-101 FIRST FLOOR - MECHANICAL HVAC

M-102 THIRD FLOOR - MECHANICAL HVAC

M-103 ROOF - MECHANICAL HVAC

M-104 GROUND FLOOR - MECHANICAL PIPING

MR101 SECOND FLOOR - MECHANICAL REFERENCE

MR102 THIRD FLOOR - MECHANICAL REFERENCE

M-301 MECHANICAL SECTIONS

M-401 ENLARGED MECHANICAL PLAN AREA A

M-402 ENLARGED MECHANICAL PLAN AREA B

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-610 AIRFLOW DIAGRAM - CLEAN ROOMS

M-611 AIRFLOW DIAGRAM - AC-1, AC-2

M-701 MECHANICAL CONTROLS LEGEND

M-702 MECHANICAL CONTROL ARCHITECTURE

M-703 MECHANICAL CONTROLS SCHEMATIC - AIR HANDLING UNIT

M-704 MECHANICAL CONTROLS SEQUENCE - AIR HANDLING UNIT

M-705 MECHANICAL CONTROL POINT SCHEDULE - AIR HANDLING UNIT

M-706 MECHANICAL CONTROL SCHEMATIC - VAV TERMINAL UNIT

M-707 MECHANICAL CONTROL SCHEMATIC - EXHAUST VAV TERMINAL UNIT

M-708 MECHANICAL CONTROL SCHEMATIC - FAN FILTER UNITS

M-709 MECHANICAL CONTROL SCHEMATIC - PROCESS COOLING WATER

SYSTEM

ELECTRICAL SHEET LIST

SHEET NO. DESCRIPTION

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

E-002 ELECTRICAL GENERAL NOTES

ES101 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ED001 DEMOLITION GROUND FLOOR POWER PLAN AREA - A

ED002 DEMOLITION GROUND FLOOR POWER PLAN AREA - B

ED101 DEMOLITION FIRST FLOOR POWER PLAN AREA - A

ED102 DEMOLITION FIRST FLOOR POWER PLAN AREA - B

ED103 DEMOLITION FIRST FLOOR LIGHTING PLAN AREA - A

ED201 DEMOLITION SECOND FLOOR POWER PLAN AREA - A

ED202 DEMOLITION SECOND FLOOR POWER PLAN AREA - B

ED301 DEMOLITION THIRD FLOOR POWER PLAN AREA - A

ED302 DEMOLITION THIRD FLOOR POWER PLAN AREA - B

ED601 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

ED602 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

ED603 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

ED612 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

EL121 FIRST FLOOR LIGHTING PLAN AREA - A

EL502 LIGHTING DETAILS

EL505 LIGHTING DETAILS

EL601 LIGHT FIXTURE SCHEDULE

EP101 GROUND FLOOR POWER PLAN AREA - A

EP121 FIRST FLOOR POWER PLAN AREA - A

EP123 FIRST FLOOR MECHANICAL POWER PLAN AREA - A

EP150 OVERALL ROOF POWER PLAN

EP401 ENLARGED FAN FILTER POWER PLAN AREA - A

EP402 ENLARGED POWER PLAN - AREA A

EP501 ELECTRICAL GROUNDING DETAILS

EP601 ELECTRICAL ONE-LINE DIAGRAM

EP602 ELECTRICAL ONE-LINE DIAGRAM

EP603 ELECTRICAL ONE-LINE DIAGRAM

EP604 DISTRIBUTION ONE-LINE DIAGRAM

EP701 PANELBOARD SCHEDULES

EP702 PANELBOARD SCHEDULES

EP703 PANELBOARD SCHEDULES

EP704 PANELBOARD SCHEDULES

EP705 PANELBOARD SCHEDULES

EP706 PANELBOARD SCHEDULE

EP710 EQUIPMENT SCHEDULE

T-001 TELECOMMUNICATIONS LEGEND

TD102 DEMOLITION FIRST FLOOR TELECOMMUNICATIONS POWER

PLAN AREA - A

TN121 FIRST FLOOR TELECOMMUNICATIONS POWER PLAN AREA - A

TN401 ENLARGED COMM ROOM 110

TY501 SECURITY DETAILS

REFERENCE DRAWINGS

SHEET NO. DESCRIPTION

REF-1 SITE PLAN

REF-2 PAVEMENT & MISCELLANEOUS DETAILS

REF-3 LOGS OF BORING

REF-4 SITE PLAN

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BLDG 655

LEGEND:

STAGING AND LAYDOWN

NOTE:

1. SEE GC102 FOR ACCESS AND SAFETY NOTES.

2. CONTRACTOR SHALL PROVIDE CHAIN LINK FENCE AND

FABRIC SCREENING AROUND ENTIRE STAGING AND LAYDOWN

AREA. CONTRACTOR IS RESPONSIBLE TO EXTEND ALL

UTILITIES TO THE SITE AS NEEDED. ALL CONTRACTOR

EQUIPMENT, INCLUDING TRAILERS, DUMPSTERS, SANITARY

FACILITIES, MUST BE LOCATED IN FENCED AREA.

3. CONTRACTOR SHALL STAGE AND PERFORM WORK SUCH

THAT ACCESS FOR GOVERNMENT TO EXISTING FACILITY

SPACES IS NOT RESTRICTED. WAYFINDING AND TRAFFIC

CONTROL MAY BE REQUIRED.

4. CONTRACTOR PARKING IS LIMITED TO CONTRACTOR

PERSONAL VEHICLES ONLY. CONSTRUCTION EQUIPMENT,

INCLUDING FORKLIFTS, WILL NOT BE ALLOWED. COORDINATE

WITH CONTRACTING OFFICER IF ADDITIONAL SPACES ARE

NEEDED.

5. IF CONTRACTOR REQUIRES ADDITIONAL STAGING AND

LAYDOWN AREA, CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER.

6. SEE GC103 FOR SURVEY NOTES

A. CONTROL POINT NAME: "INDIAN"

DESCRIPTION: CONCRETE MONUMENT WITH A BRASS DISK

N: 654620.836 SFT

E: 1523333.661 SFT

ELEV: 969.190 SFT

BUILDING 654

10TH STREET

13TH STREET

12TH STREET

BUILDING 653

PROJECT LOCATION

(SEE ENLARGEMENT B)BUILDING 655

GATE 22B

AREA B

SITE ACCESS

GATE 19B

AREA B

SITE ACCESS8TH STREET

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0 500' 1000'

0 100' 200'

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COLONEL GLENN HIGHWAY

PROJECT AREA (SEE NOTE 3)

33 CONTRACTOR PARKING SPACES

(SEE NOTE 4)

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(SEE NOTE 3)

BUILDING 654

BUILDING 655

BUILDING 653

0 2000' 4000'

PROJECT LOCATION

(SEE ENLARGEMENT A)

COMMERCIAL

DELIVERY GATE

N. CENTRAL AVE

KAUFFMAN AVE

COLONEL GLENN HIGHWAY

NATIONAL ROAD

CONTROL POINT

INDIAN

B1 SITE ACCESS PLAN

SCALE: 1"=2000'

TRUE

NORTH

D5 ENLARGEMENT B

SCALE: 1"=100'

TRUE

NORTH

A5 ENLARGEMENT A

SCALE: 1"=500'

TRUE

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SHEET ID

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GATE 19B

AREA B

SITE ACCESS

GATE 22B

AREA B

SITE ACCESS

FIRE STATION

- BUILDING 602

RESIDENT/AREA

ENGINEER - BUILDING 52

FIRE STATION

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF

THE STATE OF MINNESOTA.

SIGNATURE:_________________

TYPED NAME: KARI JENSEN

DATE 5/25/21 LIC. NO. 47518 W

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ACCESS AND SAFETY NOTES

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES

ARE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY OFF-SITE HAUL ROUTES. ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE PROJECT SITE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS, AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER

EMERGENCY SERVICES OF THE CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM

CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS

COORDINATED OTHERWISE WITH THE CONTRACTING OFFICER.

6. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE PROJECT SITE

DURING CONSTRUCTION.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE AS ILLUSTRATED ON GC101 AND IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE

AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE PROJECT SITE.

8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT SHALL BE PARKED IN THE STAGING AREA. CONTRACTOR'S VEHICLES SHALL BE PARKED IN THE CONTRACTOR PARKING AREA.

9. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO SEARCH BY SECURITY WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND VALID PHOTO IDENTIFICATION PER BASE SECURITY REQUIREMENTS, AND ALL VEHICLES MUST HAVE CURRENT AND

VALID REGISTRATION AND INSURANCE.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH THE

BASE SECURITY OFFICE IN OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO

ENTERING SECURE AREAS.

11. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION

OF THE CONTRACTING OFFICER.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE

REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT

INFORMATION OF REPRESENTATIVES TO THE CONTRACTING OFFICER PRIOR TO THE START OF

CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE

CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN

EMERGENCY:

a. EMERGENCY 911 (FROM BASE LAND LINE)

b. OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION MEETING

TRAFFIC CONTROL

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND

ASSOCIATED ROADWAYS AREAS BY USING BARRICADES APPROVED BY THE CONTRACTING OFFICER.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN

MOVING IN REVERSE.

3. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

4. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

5. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST STRINGENT RESTRICTIONS OF EM 385-1-1, OSHA, AND THE

STATE OF OHIO LAWS CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH THE MOST STRINGENT RESTRICTION OF EM 385-1-1, LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS FOR CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 2 WEEKS TO THE CONTRACTING OFFICER AND

ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND

COMPACT TRENCHES AS SPECIFIED.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO THE MOST STRINGENT

RESTRICTION OF EM 385-1-1 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY

ANY SAFETY CONCERNS IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION.

REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE

CONTRACTING OFFICER.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT -OWNED EQUIPMENT WITH

THE CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT CONTROL, AND

STORMWATER POLLUTION PREVENTION.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM

WIND CONDITIONS.

9. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND

LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF

HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

10.IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER LINES OR FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE CONTRACTOR SHALL PROVIDE A MINIMUM ADVANCE NOTICE OF 48 HOURS TO THE LOCAL FIRE AUTHORITY AND ALL OTHER EMERGENCY

SERVICES.

11.FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING OFFICER SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE

ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER.

12. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE OPERATIONS SHALL

IMMEDIATELY BE REMOVED FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

C M

O N

: Z H

W R

F O

R C

, O

GC102

E EASTING

ELEV ELEVATION

FF FINISHED FLOOR

GPR GROUND PENETRATING RADAR

LOD LIMITS OF DISTURBANCE

N NORTHING

TGN TOP OF GRADE - NORTH SIDE OF WALL

TGS TOP OF GRADE - SOUTH SIDE OF WALL

TGE TOP OF GRADE - EAST SIDE OF WALL

TGW TOP OF GRADE - WEST SIDE OF WALL

TOW TOP OF WALL

ABBREVIATIONS DESCRIPTION

ABBREVIATIONS

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF

THE STATE OF MINNESOTA.

SIGNATURE:_________________

TYPED NAME: KARI JENSEN

DATE 5/25/21 LIC. NO. 47518 W

-0

N O

GENERAL NOTES:

1. SEE SHEET GC101 FOR HORIZONTAL AND VERTICAL CONTROL BENCHMARK INFORMATION.

2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND GOVERNMENT

REGULATORY AGENCIES AND THE CONTRACTING OFFICER.

5. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER IN WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL BE

CONSIDERED FINAL.

6. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING QUALITY MATERIALS.

SURVEY AND SUBSURFACE INVESTIGATION NOTES:

1. THE SURVEY AND GROUND PENETRATING RADAR (GPR) WAS PERFORMED BY THE 88TH CIVIL ENGINEERING

GROUP IN NOVEMBER 2020. SURVEY CONTROL POINT IS AS SHOWN ON GC101.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT IMPROVEMENTS. CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT DATA TO CONTRACTING OFFICER AFTER COMPLETION OF

CONSTRUCTION.

3. HORIZONTAL CONTROL IS BASED ON NAD83 OHIO STATE PLANES, SOUTH ZONE, US FOOT.

VERTICAL CONTROL IS BASED ON NAVD88.

4. A GEOTECHNICAL INVESTIGATION WAS NOT PERFORMED FOR THIS PROJECT. HISTORICAL GEOTECHNICAL INVESTIGATION DATA PROVIDED BY THE BASE WAS USED AS THE DESIGN BASIS FOR THE PROJECT.

EXISTING CONDITIONS NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM

EXISTING RECORDS AND FIELD SURVEYS CONDUCTED BY THE 88TH CIVIL ENGINEERING GROUP.

UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY

REPORTED TO THE CONTRACTING OFFICER BEFORE ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION.

CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE

ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF OFF BASE.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN

ORDER TO BE HAULED AWAY TO THE WASTE DISPOSAL SITE.

3. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.

4. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR

CONSTRUCTION OF PROPOSED PAVEMENT.

5. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL REMOVAL. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF

PAVEMENT AND ANY SUBBASE MATERIAL PRESENT.

6. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED OR REMOVED AND

REPLACED AT NO ADDITIONAL COST TO OWNER.

7. CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG

THE AREA OF EXCAVATION.

8. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE REMOVED SHALL BE PROTECTED

FROM DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.

9. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED SOILS. SOILS SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL COORDINATE REMOVAL OF

CONTAMINATED SOILS WITH CONTRACTING OFFICER.

10.NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER W/ OUT THE WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE PROGRAM MANAGER (NR PM). SUBMIT A LIST OF THE TREES TO BE REMOVED AND REPLACED. THREE TREES SHALL BE REPLACED FOR EVERY ONE TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE SHALL BE FOLLOWED WHEN PLANTING TREES. ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST CAN BE PLANTED AND MUST BE OHIO NATIVES. CONTACT NATURAL RESOURCE PM DARRYN WARNER BY EMAIL AT DARRYN.WARNER@US.AF.MIL OR BY PHONE AT 937-257-4857 FOR

ADDITIONAL INFORMATION.

UTILITY DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER PRIOR TO REMOVAL OF EXISTING

UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES SERVED BY THE UTILITY. ALL

RELOCATIONS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

GENERAL GRADING NOTES:

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR STRUCTURE UNLESS

INDICATED OTHERWISE.

2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR

BETTER SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

4. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND

PAVEMENTS.

5. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS NECESSARY TO

PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

6. SEE DRAWING CS101 FOR RECOMMENDED BEST PRACTICES FOR SEDIMENT AND EROSION CONTROL.

7. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED IN ACCORDANCE WITH DRAWINGS.

EROSION AND SEDIMENT CONTROL NOTES

BEST MANAGEMENT PRACTICES

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS PROJECT. PREVENTION OF

POLLUTION RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION, WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION. CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.

CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION ENTITIES

PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION ALL TEMPORARY SOIL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

3. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLES

OR OTHER MEANS TO CONTROL EROSION AS NEEDED.

4. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN PRIOR TO BEGINNING WORK. THE DEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED AREAS WHERE SHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND REPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCE HEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THE PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND

REPAIR OR REPLACE THOSE STRUCTURES, AS NECESSARY.

5. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION, UNTIL ALL

SOURCES WITH POTENTIAL FOR DISCHARGE TO THE INLETS HAVE BEEN STABILIZED.

CONSTRUCTION ACCESS

1. THE SITE SHALL HAVE ROADS AND ACCESS DRIVES OF SUFFICIENT WIDTH AND LENGTH TO PREVENT

SEDIMENT FROM TRACKING ONTO PUBLIC ROADWAYS. SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM THE ROAD BY SHOVELING OR SWEEPING WHEN SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE OR OTHER PAVED AREA BY EQUIPMENT OR VEHICLES EXITING THE CONSTRUCTION SITE. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA OR THE POINT OF LIKELY ORIGIN BEFORE THE END OF EACH WORK DAY. ROAD WASHING SHALL BE ALLOWED ONLY

AFTER THE SEDIMENT IS REMOVED IN THE ABOVE MANNER.

FINAL GRADING AND CLEAN UP

1. AFTER COMPLETION OF FINAL GRADING, THE DISTURBED AREAS SHALL BE REVEGETATED. ALL TEMPORARY

EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UPON PROJECT COMPLETION. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY CONTROL MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

PETROLEUM PRODUCTS

1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL RECEIVE PROPER

PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED

ACCORDING TO THE MANUFACTURER RECOMMENDATIONS.

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS WITH BUILDING CONTRACTOR AND THE INFORMATION PROVIDED ON MECHANICAL AND ELECTRICAL DRAWINGS FOR EACH

FACILITY.

3. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL ASSOCIATED UTILITY COMPANIES AND

AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.

4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE

CONTRACTING OFFICER.

5. THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING SHALL BE 36 INCHES UNLESS INDICATED OTHERWISE.

6. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY ENGINEER AND THE CONTRACTING

OFFICER.

SOIL PREPARATION NOTES:

1. SEE REFERENCE SHEET C-5 FOR BORINGS TAKEN FROM PAST PROJECT WORK PERFORMED NEAR THE

PROJECT SITE.

2. TOPSOIL SHALL BE STRIPPED AND STOCKPILED AND REUSED FOR LANDSCAPE PURPOSES.

3. DEWATERING IS NOT LIKELY, HOWEVER, MAY BE REQUIRED IN EXCAVATIONS. IF GROUND WATER IS

ENCOUNTERED IN AN EXCAVATION THE WATER SHALL BE REMOVED.

4. UNSATISFACTORY MATERIALS INCLUDE MAN-MADE FILLS, TRASH, REFUSE, BACKFILLS FROM PREVIOUS CONSTRUCTION, AND MATERIALS CLASSIFIED AS SATISFACTORY WHICH CONTAINS ROOT AND OTHER ORGANIC MATTER OR FROZEN MATERIAL. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY

CONTAMINATED MATERIALS.

5. NONFROST SUSCEPTIBLE MATERIAL SHALL BE A UNIFORMLY GRADED WASHED SAND AND LESS THAN 5% PASSING THE NO. 200 SIZE SIEVE, AND WITH NO MORE THAN 3% BY WEIGHT FINER THAN 0.02 MM GRAIN SIZE.

6. COMPACT SOILS IN 8" MAXIMUM LIFTS TO 95% MODIFIED PROCTOR UNDER FOUNDATIONS, 90% MODIFIED PROCTOR UNDER PAVEMENTS, AND 85% IN LANDSCAPE AREAS. FIELD DENSITY TEST SHALL BE PERFORMED

FOR EACH LIFT TO VERIFY ADEQUATE COMPACTION.

ENVIRONMENTAL NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43 GENERAL

ENVIRONMENTAL REQUIREMENTS (WPAFB).

2. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

3. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) FOR

ADDITIONAL INFORMATION.

4. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM CHRIS TUMBUSCH. CHRIS CAN BE REACHED

937-257-2455 OR BY EMAIL AT CHRISTOPHER.TUMBUSCH@US.AF.MIL

5. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 35 43.

6. AN EMERGENCY GENERATOR WILL BE INSTALLED AS PART OF THE PROJECT THEREFORE AN EMERGENCY GENERATOR PERMIT SHALL BE OBTAINED FROM 88 GCE/CEIE AIR PROGRAM. SUBMIT AN EMERGENCY

GENERATOR PERMIT INFORMATION FORM TO MR. CHET POWERS AT 937-257-2455 OR

CHET.POWERS@US.AF.MIL OR MR. CHRIS TUMBUSCH 937-257-2455 OR BY EMAIL AT

CHRITOPHER.TUMBUSCH@US.AF.MIL. FURTHERMORE, THE OPTION TO ADD ADDITIONAL GENERATORS IN THE FUTURE NEEDS TO BE CLOSELY COORDINATED WITH THE AIR PROGRAM AS EARLY AS POSSIBLE TO MAKE

SURE ALL REGULATORY REQUIREMENTS ARE MET PRIOR TO GENERATOR INSTALLATION.

7. THE PROPOSED SITE FOR THE INSTALLATION OF THE EMERGENCY GENERATOR IS WITHIN THE BUFFER ZONE OF THE EARTHFILL DISPOSAL ZONE. AND SOIL DISTURBANCE (PENETRATING, DIGGING, SCRAPING, MOVEMENT OF HEAVY EQUIPMENT, ETC.) IN THIS AREA REQUIRES THE COORDINATION AND APPROVAL FROM THE OHIO ENVIRONMENTAL PROTECTION AGENCY. ALLOW A MINIMUM OF 90 DAYS TO PROCESS AND SUBMIT AN APPLICATION FOR AUTHORIZATION - ENVIRONMENTAL RESTORATION SITE DISTURBANCE TO OEPA IAW OAC 3745-27-13 (F). A MINIMUM IF 90 DAYS IS REQUIRED TO PROCESS THE REQUEST THROUGH AFCEC/CZOM.

CONTACT MR. JOHN CROCKER, RESTORATION PROGRAM MANAGER AT 937-257-2312.

C M

O N

: Z H

W R

F O

R C

, O

GC103

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF

THE STATE OF MINNESOTA.

SIGNATURE:_________________

TYPED NAME: KARI JENSEN

DATE 5/25/21 LIC. NO. 47518 W

-0

STMH

20654

1038.0

.010

1040.0

1039.0

W W W W

1045.0

1050.0

1041.0 1042.010

1044.0

1046.0 1047.0 1048.0 1049.0

1051.0

1052.0 1053.0

1054.0

ST ST ST ST

ES ES ES ES ES ES ES ES ES

E E

EEEEEEEEEE

E E

ES ES ES ES ES ES ES ES

ES ES

ES ES ES ES ES ES ES ES ES ES ES ES

ES ES

ES E E E E E

E E E E E E E

E E

E E E

E E

EEEEEE

LOD LOD LOD

LOD LOD

LOD

LOD LOD LOD LOD LOD

ES ES ES ES ES ES ES ES ESLOD LOD LOD

D R

C M

O N

: Z H

W R

F O

R C

, O

CD101

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

BID OPTION - GEN & ATS:

CO2 TANK TO BE REMOVED

EQUIPMENT PAD TO REMAIN

APPROXIMATE LOCATION

OF CONDENSING UNIT

AND SCREEN WALL

D1 EXISTING CO2 TANK AND LOCATION OF NEW GENERATOR

SCALE: N.T.S. D6 LOCATION OF NEW CONDENSING UNIT

SCALE: N.T.S.

REMOVE AND REPLACE AREAS OF

DISTURBANCE FOR CONDUIT

INSTALLATION, TO MATCH EXISTING.

1. THICKNESS OF ALL REPLACEMENT COURSES SHALL BE

EQUAL TO EXISTING BUT SHALL NOT BE LESS THAN

INDICATED.

2. BASE COURSE SHALL BE PORTLAND CEMENT TO MATCH

EXISTING CONCRETE BASE, AND SHALL BE ASPHALTIC

CONCRETE BASE TO REPLACE ALL OTHER BASE MATERIALS.

3. SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL

AND REPLACEMENT SHALL BE FILLED WITH AN

EPOXY-BASED GROUT APPROVED BY THE ENGINEER.

EXISTING

ASPHALTIC

CONCRETE

VARIES

AGGREGATE BASE

COURSE (6" MIN)

12"

(TYP)

EXCAVATION LIMITS 6" COMPACTED

SUBGRADE

12"

(MIN)

ASPHALTIC

CONCRETE (2" MIN)

TACK COAT

SAW CUT (TYP)

NOTES:

A7 SCALE: N.T.S.

ASPHALT PAVEMENT REMOVAL AND

REPLACEMENT FOR UTILITY TRENCH

A1 REMOVAL AND RESTORATION PLAN

SCALE: 1"=10'

PLAN

NORTH

0 20'10' 40'

PAVEMENT REMOVAL AND REPLACEMENT

CURB REMOVAL AND REPLACEMENT

BUILDING 654

NOTES:

1. SEE NOTES ON GC102 AND GC103.

2. SURFACE TREATMENT DISTURBED IN CONSTRUCTION SHALL BE REPLACED TO MATCH EXISTING.

3. SEE REFERENCE SHEET C-3 FOR PAVEMENT AND CURB AND GUTTER RESTORATION DETAILS TO

MATCH EXISTING.

4. SEE DETAIL A7 ON THIS SHEET FOR TYPICAL UTILITY TRENCH PAVEMENT REMOVAL AND

RESTORATION DETAIL.

5. ANY SOIL DISTURBANCE (PENETRATING, DIGGING, SCRAPING, MOVEMENT OF HEAVY EQUIPMENT, ETC.) IN THIS AREA REQUIRES THE COORDINATION AND APPROVAL FROM THE OHIO ENVIRONMENTAL PROTECTION AGENCY. ALLOW A MINIMUM OF 90 DAYS TO PROCESS AND SUBMIT AN APPLICATION

FOR AUTHORIZATION - ENVIRONMENTAL RESTORATION SITE DISTURBANCE TO OEPA IAW OAC

3745-513 (F). ALLOW A MINIMUM 90 DAYS TO PROCESS THE REQUEST THROUGH AFCEC/CZOM.

CONTACT MR. JOHN CROCKER, REMEDIAL PROJECT MANAGER AT JOHN.CROCKER.5@US.AF.MIL OR

(936) 257-2312 FOR ADDITIONAL INFORMATION.

6. ASSUMED UTILITY LOCATIONS SHOWN, BASED ON GPR DATA, SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. DEPTH OF BURIED OBSTRUCTION IDENTIFIED IN THE GPR TESTING IS SHOWN ON

THE PLANS.

7. GROUNDING (OR OBSTRUCTION) SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IF

OBSTRUCTION EXISTS, IT SHALL BE RELOCATED AND DEMOLISHED TO EXTENTS REQUIRED FOR

RELOCATION. SEE ELECTRICAL DRAWINGS FOR DETAILS.

8. ANY DISTURBED AREA NOT TO BE PAVED SHALL BE SODDED. SOD SHALL BE KENTUCKY BLUE GRASS

OR CANADIAN BLUE GRASS, AND MAINTAINED AND WATERED UNTIL AT LEAST 1-INCH OF NEW

GROWTH IS DEVELOPED AFTER THE SOD IS LAID.

KEYED NOTE:

1. BID OPTION - GEN & ATS: REMOVE EXISTING CO2 EQUIPMENT ABOVE GRADE. FOUNDATION TO

REMAIN. THE EXISTING EQUIPMENT PAD SHALL BE A CLEAN SURFACE FOR PLACEMENT OF THE

GENERATOR.

CD101

PROPOSED SCREEN WALL

AND CONDENSING UNIT

EXISTING 8" FIRE MAIN

(ASSUMED LOCATION

BASED ON GPR)

EXISTING ELECTRICAL

(ASSUMED LOCATION

BASED ON GPR)

REMOVE EXISTING

GROUNDING (ASSUMED

LOCATION BASED ON GPR)

SEE NOTE 7

EXISTING UNDERDRAIN AND STORM

(ASSUMED LOCATION BASED ON GPR)

PROPOSED

GENERATOR

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF

THE STATE OF MINNESOTA.

SIGNATURE:_________________

TYPED NAME: KARI JENSEN

DATE 5/25/21 LIC. NO. 47518 W

-0

STMH

-4-4.5-4.5

-1.5 -5

-1.5

-2

-2.5 -2.5

-2.5

-4 -2

-3

-5-5-3.5

-1

-4.5

-1

-3 -3

-2

-4.5

-4 -2 -4

-4

-5.5

-5.5 -5.5

-1.5

-5.5

-1 -1

-1

-2 -2

-3.5

-3

-2

-4

-3

-3.5

-2.5

-2

-3.5 -3

-5

-4.5

-2.5

-2

-3

-5 -1

-5

W W W W W W W W W

ST ST ST ST ST ST ST ST

E E

EEEEEEEEEEEEEEEEEEEEEE

E E

E E E E E

ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES

ES ES ESES

ES ES

ES ES ES

ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES

ES ES ES ES ES

ES ES

ES ES ES ES

ES ES ES ES ES

EEE

E E E E E E E E E E

E E E

E E E E E E E E E E E E E E

E E E E

E E

E E E E E

E E E

E E

E E E

E E

E E E E E E E E E E E E E

E E

E E E E E E E E E E E E E E E E E

E E

EEEEEEEEEEEEEE

EEEE

LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD

LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES

LOD LOD LOD LOD LOD LOD LOD

N: 653516.25 E: 1522799.20

N: 653503.45 E: 1522799.64

N: 653505.46 E: 1522796.63

N: 653510.62 E: 1522785.84

N: 653515.65 E: 1522781.72

EXISTING 8" FIRE MAIN

(ASSUMED LOCATION

BASED ON GPR)

BID OPTION - GEN & ATS

CONDENSING UNIT,

PIPING, AND EQUIPMENT

PAD (SEE MECHANICAL

SHEETS FOR DETAILS)

EXISTING PARKING LOT

BUILDING 654

A N

D U

C M

O N

: Z H

W R

F O

R C

, O

CS101

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

1 97 .9

2-4", 1-1", AND 1-3/4"

ELECTRICAL CONDUITS

SEE SHEET ES-101 FOR

TYPICAL TRENCH SECTION

EXISTING ELECTRICAL

(ASSUMED LOCATION

BASED ON GPR)

SCREEN WALL

(SEE A-402 FOR DETAILS)EXISTING UNDERDRAIN AND STORM

(ASSUMED LOCATION BASED ON GPR)

ABOVE GRADE ELECTRICAL CONDUITS

SEE SHEET ES-101 FOR DETAILS

A1 SITE AND UTILITY PLAN

SCALE: 1"=10'

PLAN

NORTH

0 20'10'

LEGEND:

DRAINAGE PATH

LIMITS OF DISTURBANCE

SILT FENCE

GPR DEPTH TO OBSTRUCTION

CONTOUR

EXISTING STORM DRAIN

EXISTING SANITARY LINE

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING ELECTRICAL LINE PRIMARY

EXISTING ELECTRICAL LINE SECONDARY

PROPOSED ELECTRICAL LINE SECONDARY

SCREEN WALL

EQUIPMENT

NOTE:

1. SEE NOTES ON SHEET GC102, GC103 AND CD101.

2. ASSUMED UTILITY LOCATIONS SHOWN, BASED ON GPR DATA, SHALL BE

FIELD VERIFIED PRIOR TO CONSTRUCTION. DEPTH OF BURIED

OBSTRUCTION IDENTIFIED IN THE GPR TESTING IS SHOWN ON THE PLANS

3. SEE ELECTRICAL SHEETS FOR CONDUIT CONSTRUCTED FROM

GENERATOR TO BUILDING 654. SEE MECHANICAL SHEETS FOR ABOVE

GRADE PIPING FROM CONDENSING UNIT TO BUILDING 654.

4. ASSUMED UTILITY LOCATIONS SHOWN, ARE BASED ON GPR DATA, AND

SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. DEPTH OF BURIED

OBSTRUCTION IDENTIFIED IN THE GPR TESTING IS SHOWN ON THE PLANS.

KEYED NOTE:

1. BID OPTION - GEN & ATS: REMOVE EXISTING CO2 EQUIPMENT ABOVE

GRADE. FOUNDATION TO REMAIN. THE EXISTING EQUIPMENT PAD SHALL

BE A CLEAN SURFACE FOR PLACEMENT OF THE GENERATOR. REMOVE

ANY BOLTS AND GROUT FILL TO PROVIDE A CLEAN SURFACE.

LOD

GAS

E E

ES ES

1051.0

-1.5

ES ES

RELOCATED GROUNDING.

SEE ELECTRICAL SHEETS FOR DETAILS

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF

THE STATE OF MINNESOTA.

SIGNATURE:_________________

TYPED NAME: KARI JENSEN

DATE 5/25/21 LIC. NO. 47518 W

-0

STMH

-4-4.5-4.5

-1.5 -5

-1.5

-2

-2.5 -2.5

-2.5

-4 -2

-3

-5 -5-3.5

-1

-4.5

-1

-3 -3

-2

-4.5

-4 -2 -4

-4

-5.5

-5.5 -5.5

-1.5

-5.5

-1 -1

-1

-2 -2

-3.5

-3

-2

-4

-3

-3.5

-2.5

-2

-3.5 -3

-5

-4.5

-2.5

-2

-3

-5 -1

-5

-5 20654

1038.0

.010

1040.0

1039.0

W W W W W W W W W

1045.0

1050.0

1041.0

1042.0

1044.0

1046.0

1047.0

1048.0

1049.0

1051.0

1052.0 1053.0

1054.0

ST ST ST ST ST ST ST ST

E E

EEEEEEEEEEEEEEEEEEEEE

E E

E E E E E

LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD

LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES

LOD LOD LOD LOD LOD LOD LOD

G R

G P

C M

O N

: Z H

W R

F O

R C

, O

CG101

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

EXISTING PARKING LOT

BUILDING 654

A1 GRADING PLAN

SCALE: 1"=10'

PLAN

NORTH

1054.25

CONDENSING UNIT

FF=1054.67

MATCH

1054.0

TOW=1062.47

TGN=1053.55

TGS=1053.55 TOW=1062.47

TGN=1054.08

TGS=1054.15

TOW=1062.47

TGE=1054.41

TGW=1054.38

0 20'10'

LEGEND:

DRAINAGE PATH

LIMITS OF DISTURBANCE

SILT FENCE

GPR DEPTH TO OBSTRUCTION

CONTOUR

EXISTING STORM DRAIN

EXISTING SANITARY LINE

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING ELECTRICAL LINE PRIMARY

EXISTING ELECTRICAL LINE SECONDARY

PROPOSED ELECTRICAL LINE SECONDARY

SCREEN WALL

EQUIPMENT

NOTE:

1. SEE NOTES ON SHEET GC102, GC103 AND CD101.

2. ASSUMED UTILITY LOCATIONS SHOWN, BASED ON GPR DATA, SHALL BE

FIELD VERIFIED PRIOR TO CONSTRUCTION. DEPTH OF BURIED

OBSTRUCTION IDENTIFIED IN THE GPR TESTING IS SHOWN ON THE PLANS.

LOD

GAS

E E

ES ES

1051.0

-1.5

MATCH

1040.0

1039.0

1038.0

ES ES

RELOCATED GROUNDING.

SEE ELECTRICAL SHEETS FOR DETAILS

1054.33

1054.00

1054.00 1054.10

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF

THE STATE OF MINNESOTA.

SIGNATURE:_________________

TYPED NAME: KARI JENSEN

DATE 5/25/21 LIC. NO. 47518 W

-0

C E

D R

C M

O N

: Z H

W R

F O

R C

, O

REF-1

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

REFERENCE

DRAWING

2Q R

-0

C E

D R

C M

O N

: Z H

W R

F O

R C

, O

REF-2

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

REFERENCE

DRAWING

2Q R

-0

C E

D R

C M

O N

: Z H

W R

F O

R C

, O

REF-3

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

REFERENCE

DRAWING

2Q R

-0

C E

D R

C M

O N

: Z H

W R

F O

R C

, O

REF-4

K D

N D

D R

B Y:

C H

D B

O T

E D

T N

C O

N O

C O

D E:

N N

U .S

. A R

M Y

C O

O F

R S

Y D

2T H

Y, M

D P

, K

S C

Y, M O

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

2 864 10

REFERENCE

DRAWING

2Q R

-0

RIGID INSULATION

FACE BRICK

PLYWOOD

CONCRETE

MASONRY UNIT

CONCRETE

UNDISTURBED

EARTH

GROUT OR

GYPSUM BOARD

STEEL OR

FERROUS METALS

GRAVEL

FINISHED WOOD

BATT INSULATION

MATERIAL SYMBOLS

DIMENSIONAL

LUMBER

METAL STUD WALL

BACKER ROD AND

SEALANT

ALUMINUM OR

NON-FERROUS METALS

SAND, PLASTER, OR

PORTLAND CEMENT

COMPACTED

FILL

TERRAZZO

GRASS

MASONRY

PARTICLE BOARD

GLUED-LAMINATED WOOD

PLASTIC LAMINATE

EXISTING DOOR

NEW DOOR

EXISTING WALL

NEW WALL

(RE: PARTITION TYPE)

PLAN LEGEND:

ROOM NAME

ROOM NUMBER

PARTITION TYPE

DOOR NUMBER

WINDOW WALL TYPE

(STOREFRONT)

GRID BUBBLE AND LINE

ROOM NAME

S2AA

SF01

CLEANROOM PARTITION

SYSTEM (CRPS)

NO ANTICIPATED WORK THIS AREA

ISO 5 CLEANROOM AREA

ISO 6 CLEANROOM AREA

W01 WINDOW TYPE

EXISTING DOOR

DOOR TO BE REMOVED

EXISTING WALL

WALL TO BE REMOVED

DEMOLITION / EXISTING PLAN LEGEND

NO ANTICIPATED WORK THIS AREA

FUME HOOD AND BASE CABINETS

TO BE REMOVED

WALL / BASE CABINETS TO BE

REMOVED WITH ASSOCIATED

COUNTERTOPS AND UTILITIES

SECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

DRAWING SEQUENCE NUMBER INDICATES

WHERE TITLE IS LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND TITLE ARE ON

THE SAME DRAWING)

LETTER OR NUMBER

DESIGNATOR

ONE OR TWO CHARACTER DISCIPLINE

DESIGNATOR (MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

DETAIL TITLE

WALL SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

ELEVATION CALLOUT EXAMPLE:

PLAN, SECTION, DETAIL, ELEVATION TITLE EXAMPLE:

EXTERIORINTERIOR

NORTH ARROW EXAMPLE:

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

SECTION IS DRAWN

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

SECTION IS DRAWN

BUILDING SECTION CALLOUT EXAMPLE:

VIEW REFERENCE EXAMPLE:

NUMBER INDICATES DETAIL

SHEET NUMBER WHERE SECTION IS DRAWN

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

DETAIL IS DRAWN

A-401

A-311

A-301

A-401

A-201

A-751

TITLE

A-401

DETAIL NUMBER

SCALE:

DETAIL SCALE

NORTH

SCALE IN FEET

0 2' 4' 8'

BAR SCALE EXAMPLE:

2' X 2' ACOUSTICAL CEILING TILE AND

GRID TO BE REMOVED

1' X 4' / 2' X 4' ACOUSTICAL CEILING

TILE AND GRID TO BE REMOVED

CEILING DEMOLITION LEGEND:

EXIST. 1' X 4' ACOUSTICAL CEILING

TILE AND GRID TO REMAIN

EXISTING 2' X 4' ACOUSTICAL CEILING

TILE AND GRID TO REMAIN

NO…

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File details come from the government source that posted it. Updated Jun 23, 2021.