Atch_08_Sample_Project_19_September_2019_19-94_Update_34x22.pdf

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L

ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

G-001

COVER SHEET

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

CONSOLIDATE PDF TO F/30257

WRIGHT-PATTERSON AIR FORCE BASE, OHIO

PROJECT NUMBER: 10100620

CONTRACT NUMBER:

FA8601-15-D-0007

FINAL DESIGN SUBMITTAL

31 JAN 2019

FIRE PROTECTION

FIRE LOGIX ENGINEERING, LTD

215 NORTH BROADWAY

LEBANON, OH 45036

ENVIRONMENTAL

STANTEC CONSULTING SERVICES, INC.

10509 TIMBERWOOD CIRCLE, SUITE 100

LOUISVILLE, KY 40233

ARCHITECTURAL/INTERIORS

STRUCTURAL ENGINEERING

MEP ENGINEERING

BARGE WAGGONER SUMNER & CANNON, INC.

1370 VANGUARD BLVD.

MIAMISBURG, OH 45342

EMERSION DESIGN

310 CULVERT STREET, SUITE 100

CINCINNATI, OH 45202

ZHTV150050

Sheet Reference Number

Sheet Number

Sheet Description (Title)

1 OF 76 G-001 COVER SHEET

2 OF 76 G-002 SHEET INDEX

3 OF 76 G-003 GENERAL NOTES & SYMBOLS - VICINITY MAP

4 OF 76 V-101 EXISTING CONDITIONS

5 OF 76 C-001 CIVIL GENERAL NOTES AND LEGEND

6 OF 76 C-101 CIVIL SITE PLAN

7 OF 76 C-501 CIVIL DETAILS

8 OF 76 H-100 HAZARDOUS MATERIALS SURVEY SAMPLE LOCATION MAP

9 OF 76 A-001 GENERAL NOTES AND ABBREVIATIONS

10 OF 76 AD101 OVERALL DEMOLITION PLAN - AREA 'A'

11 OF 76 AD102 OVERALL DEMOLITION PLAN - AREA 'B'

12 OF 76 A-101 OVERALL FLOOR PLAN - AREA 'A'

13 OF 76 A-102 OVERALL FLOOR PLAN - AREA 'B'

14 OF 76 A-111 AREA 'A' - PARTIAL FLOOR PLANS

15 OF 76 A-121 PARTIAL REFLECTED CEILING PLANS

16 OF 76 A-201 EXTERIOR BUILDING ELEVATIONS

17 OF 76 A-202 EXTERIOR BUILDING ELEVATIONS

18 OF 76 A-203 EXTERIOR BUILDING ELEVATIONS

19 OF 76 A-204 EXTERIOR BUILDING ELEVATIONS

20 OF 76 A-301 BUILDING CROSS SECTIONS

21 OF 76 A-302 BUILDING CROSS SECTIONS AND DETAILS

22 OF 76 A-401 ENLARGED PLANS

23 OF 76 A-402 CASEWORK DETAILS

24 OF 76 A-501 PARTITION TYPES

25 OF 76 A-601 DOOR AND WINDOW SCHEDULE AND DETAILS

26 OF 76 A-602 DOOR AND WINDOW DETAILS

27 OF 76 I-101 AREA 'A' - FINISH PLAN

28 OF 76 I-102 FINISH SCHEDULE & DETAILS

29 OF 76 I-121 AREA 'A' - SIGNAGE PLAN

30 OF 76 I-122 SIGNAGE SCHEDULE & DETAILS

31 OF 76 F-001 GENERAL NOTES, ABBREVIATIONS

32 OF 76 F-002 CODE SUMMARY

33 OF 76 FL100 LIFE SAFETY PLAN - OVERALL

34 OF 76 FL101 LIFE SAFETY PLAN - AREA 'A'

35 OF 76 FL102 LIFE SAFETY PLAN - AREA 'B'

36 OF 76 FD100 FIRE ALARM DEMOLITION

37 OF 76 FD101 FIRE SPRINKLER DEMOLITION

38 OF 76 FD501 FIRE SPRINKLER DEMO DETAILS

39 OF 76 FA100 FIRE ALARM PLAN - OVERALL

40 OF 76 FA101 FIRE ALARM PLAN - AREA 'A'

41 OF 76 FA102 FIRE ALARM PLAN - AREA 'B'

42 OF 76 FA500 FIRE ALARM DETAILS

43 OF 76 FA501 FIRE ALARM INPUT/OUTPUT MATRIX

44 OF 76 FX100 FIRE SPRINKLER PLAN - OVERALL

45 OF 76 FX101 FIRE SPRINKLER PLAN - AREA 'A'

46 OF 76 FX102 FIRE SPRINKLER PLAN - AREA 'B'

47 OF 76 FX401 ENLARGED FIRE PUMP ROOM

48 OF 76 FX501 SPRINKLER DETAILS

49 OF 76 M-001 MECHANICAL GENERAL NOTES AND LEGEND

50 OF 76 M-101 OVERALL HVAC PLAN - AREA 'A'

51 OF 76 M-111 AREA 'A' - PARTIAL MECHANICAL PLANS

52 OF 76 M-501 MECHANICAL DETAILS

53 OF 76 M-601 MECHANICAL SCHEDULES

54 OF 76 M-801 MECHANICAL CONTROLS

55 OF 76 M-802 MECHANICAL CONTROLS

56 OF 76 P-001 PLUMBING SCHEDULES, GENERAL NOTES, AND LEGEND

57 OF 76 P-101 OVERALL PLUMBING PLAN

58 OF 76 P-111 PARTIAL PLUMBING PLANS

59 OF 76 P-501 PLUMBING DETAILS

60 OF 76 P-901 PLUMBING RISER DIAGRAM

61 OF 76 E-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

62 OF 76 ES101 ELECTRICAL SITE PLAN

63 OF 76 ED101 OVERALL DEMO PLAN - AREA 'A'

64 OF 76 ED102 OVERALL DEMO PLAN - AREA 'B'

65 OF 76 E-101 OVERALL FLOOR PLAN - AREA 'A' - ELECTRICAL

66 OF 76 E-102 OVERALL FLOOR PLAN - AREA 'B' - ELECTRICAL

67 OF 76 E-103 ENLARGED PLANS

68 OF 76 EL111 AREA 'A' - PARTIAL LIGHTING PLANS

69 OF 76 EP111 AREA 'A' - PARTIAL POWER PLANS

70 OF 76 ET111 AREA 'A' - PARTIAL SYSTEMS PLANS

71 OF 76 E-501 ELECTRICAL DETAILS

72 OF 76 E-502 ELECTRICAL DETAILS

73 OF 76 E-503 ELECTRICAL DETAILS

74 OF 76 E-601 PARTIAL SINGLE LINE DIAGRAM AND ELECTRICAL SCHEDULES

75 OF 76 E-602 ELECTRICAL SCHEDULES

76 OF 76 E-603 ELECTRICAL SCHEDULES

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L

ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

G-002

SHEET INDEX

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

01-28-19

A1/

SECONDARY DISICPLINE DESIGNATOR (DISCIPLINE)

- - NONE

A - FIRE DETECTION & ALARM (FIRE PROTECTION)

- AUDIO/VISUAL (TELECOMMUNICATIONS)

D - DEMOLITION

I - INFORMATION (GENERAL)

- INTERIORS (ARCHITECTURAL)

G - GRADING (CIVIL)

P - PAVING (CIVIL)

S - SITE (CIVIL AND ELECTRICAL)

U - UTILITIES (CIVIL)

X - FIRE SUPRESSION (FIRE PROTECTION)

LOCATION OF PLAN,

DETAIL, SECTION,

ETC. ON SHEET.

LETTER = ROW, # =

COLUMN

DISCIPLINE

G - GENERAL

V - SURVEY

B - GEOTECHNICAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

I - INTERIORS

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T - TELECOMMUNICATIONS

X - OTHER DISCIPLINES

SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - SECTIONS

3 - ELEVATIONS

4 - LARGE SCALE VIEWS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - USER DEFINED

8 - USER DEFINED

9 - 3D/ISOMETRIC

SHEET NUMBER WITHIN SERIES

(NOTE: SHEETS MAY NOT BE

SEQUENTIALLY NUMBERED)

PLAN NORTH

X

XXX

EXTERIOR

ELEVATION

INDICATES ADDITIONAL

NOTE SIM, MIR, TYP

INDICATES ELEVATION

NO.

INDICATES SHEET NO.

ELEVATION LOCATION

INTERIOR

ELEVATION

XX-XXX

XX

INDICATES ELEVATION NO.

ELEVATION LOCATION IF ON

DIFFERENT SHEET

XX

XX-XXX

XX

XX-XXX

XX

XX-XXX

XXX XXX

BUILDING

SECTION

XX

XX-XXX

XXX

INDICATES ADDITIONAL NOTE SIM,

MIR, TYP

INDICATES SECTION NO.

INDICATES SHEET NO.

XX

XX-XXX

XXX

INDICATES ADDITIONAL

NOTE SIM, MIR, TYP

INDICATES DETAIL NO.

INDICATES SHEET NO.

DETAIL LOCATION

SECTION

DETAIL

DETAIL

NORTH ARROW W/

TRUE NORTH

INDICATION

RM NAME

538 SF

ROOM NAME

ROOM NUMBER

SQUARE FT ACTUAL

XX

XX

XX

WINDOW

TYPE

WALL TYPE

KEYNOTE

GRID / COLUMN LINE

DESIGNATOR

X

EQUIPMENT NUMBER

DOOR NUMBER

FINISH FLOOR

100'-0"

ELEVATION REF.

SYMBOL

SPOT ELEVATION

REVISION

TAG1

NUMBERING SYSTEM ANNOTATION CALLOUTS/DRAWING SYMBOLS

1. THESE NOTES APPLY TO THE WORK OF ALL TRADES, CONTRACTORS AND SUBCONTRACTORS

SHOWN ON THE DRAWINGS.

2. THE TERM CONTRACTOR SHALL BE CONSIDERED TO REFER TO THE GENERAL CONTRACTOR AND

ALL SUBCONTRACTORS.

3. CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS OF THE SPECIFICATIONS, AMENDMENTS, ADDENDA, RFI'S AND OTHER CONTRACT MODIFICATIONS. IN THE EVENT OF A CONTRADICTION

BETWEEN THE DRAWINGS AND SPECIFICATIONS THE REQUIREMENTS OF THE SPECIFICATIONS,

AMENDMENTS, ADDENDA, RFI'S AND OTHER CONTRACT REQUIREMENTS SHALL TAKE PRECEDENCE.

4. ALL WORK IS NEW AND TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL COORDINATE ALL TRADES AND WORK INCLUDING BUT NOT LIMITED TO

STRUCTURAL MEMBERS, MECHANICAL PIPING, DUCTWORK, SPRINKLER PIPING, CONDUITS, ROOF

DRAINS, LIGHTING AND EQUIPMENT.

6. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR

CONDITIONS.

7. DRAWING NOTES, DIMENSIONS AND SPECIFICATIONS ARE INSTRUCTIONS THAT GENERALLY APPLY

TO ALL WORK UNLESS MORE SPECIFIC INFORMATION IS SHOWN ELSEWHERE ON THE DRAWINGS

OR IN THE SPECIFICATIONS. IN THE EVENT OF CONFLICTING INSTRUCTIONS THE DOR SHALL

DETERMINE WHAT CONTROLS.

8. FIRE RATED, ACOUSTICALLY RATED OR SECURITY RATED ASSEMBLIES SHALL NOT BE

INTERRUPTED BY LESSER RATED OR NON-RATED WALLS. CONTRACTOR TO MAINTAIN CONTINUITY

OF HIGHER RATED WALL AND CEILING ASSEMBLIES.

9. COORDINATE DIMENSIONS SHOWN ON THE DRAWINGS WITH FABRICATION AND FIELD CONDITIONS

AND REPORT ANY INCONSISTENCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.

10. SUSPENDED CEILING SYSTEMS, MECHANICAL EQUIPMENT, DUCTWORK, PIPING, ELECTRICAL FIXTURES, AND OTHER EQUIPMENT SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE ABOVE.

X

X-XXX

ELEVATION NUMBER

REFERRING SHEET NUMBER

DIRECTION LOOKING

XXX

A - 101

A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 2 20.

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

C. 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 KAREN BEASON BY EMAIL

AT KAREN.BEASON@US.AF.MILKAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 FOR

ADDITIONAL INFORMATION.

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

E. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 02 09 10

F. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS

WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED,

LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE

ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOV’T FOR DISPOSAL. IN ADDITION PROPER COORDINATION IS NEEDED WITH 88

CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND DISPOSAL OF ANY

HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM, MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) OR 88 CEG/CEIEC HAZARDOUS WASTE PM, EMILY ERDEI (937-257-0023 OR GARY.SELBY@US.AF.MIL).

G. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH

WPAFB SPECIFICATION SECTION 01 02 20.

H. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE WPAFB

RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL

RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20. CONTACT

WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS ARE

RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY

SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION

SECTION 01 02 20 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR

WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS

CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE

QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL

INFORMATION CONTACT THE RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR DAVID.DALTON.2

@US.AF.MILDAVID.DALTON.2@US.AF.MIL.

I. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR RECYCLING.

J. TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20.

K. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20

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

SPECIFICATION SECTION 01 02 20.

M. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL TAKE A REPRESENTATIVE SAMPLE OF

THE HVAC SYSTEM WATER TO DETERMINE WHETHER IT CAN BE DRAINED DIRECTLY INTO THE

SANITARY SEWER. ANALYZE THE WATER TO DETERMINE THE TOTAL LEVEL OF EACH OF THE

FOLLOWING: CADMIUM, CHROMIUM, COPPER, CYANIDE, LEAD, MERCURY, MOLYBDENUM, NICKEL, SILVER, ZINC AND SULFIDE. THE LAB PERFORMING THE ANALYSES MUST BE CERTIFIED BY OHIO EPA

TO ANALYZE FOR THESE PARAMETERS. PROVIDE A COPY OF THE LAB’S REPORT TO THE

CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88 CEG/CEIEA FOR A DETERMINATION ON

THE WASTEWATER DISPOSAL METHOD.

N. COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G. IONIZATION TYPE SMOKE

DETECTORS, RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER RADIOACTIVE

COMMODITY AND/OR RADIOACTIVE CONTAMINANT THROUGH THE INSTALLATION RADIATION SAFETY

OFFICER, 88 AMDS/SGPB

O. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE TREATED AS CONTAINING ASBESTOS

UNLESS TESTING PROVES IT TO BE ASBESTOS FREE.

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

G-003

GENERAL NOTES & SYMBOLS - VICINITY MAP

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

GENERAL NOTES:

ENVIRONMENTAL NOTES:

CONSTRUCTION ACCESS HAUL ROUTE AND LAYDOWN AREAVICINITY MAP

PROJECT SITE

BUILDING 30257

PROJECT SITE

BUILDING 30257

LAYDOWN AREA

CONSTRUCTION

ACCESS HAUL ROUTE

GATE 1A

CB

C I

C I

CB

S

CBCB

CB

CB

C

FH

S

C

CB

CB

D

CB

C

D

CB

S

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FH

D

CI

E

S

D

D

FH

CB

CB

S

CI

D

FH

C

I

CB

C

E

CB

C

FH

CB

MAGNAIL

C

O

C

O

D

E

MAGNAIL

FFE

832.02

CB

FFE

831.85

C

U x

C U x

C U x

CU

x

CU

x

SS

x

SS

x

SS

x

SS

x

SS

x

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x

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S

S x

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x

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x

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x

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x

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x

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x

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x

S D x

S D x

S D x

S D x x

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x

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x

S D x

S D x

SD

x

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S

D x

BUILDING 257

BUILDING 258

STM MH RIM 828.69

INV. 12" RCP (N&E) 826.04

STM CB TOP 826.04

INV. 15" RCP 823.04

SAN MH RIM 828.20

INV. 8" VCP (SW&NE) 816.0

6" CIP (NW) ABANDONED

INV. 6" CIP (N) 825.97

STM CB TOP 828.26

INV. 18" CMP (SW&NE) 822.61

INV. 6" CIP (N) 823.46

INV. 6" CIP (SE) 823.41

SAN MH RIM 828.22

INV. 12" VCP (NE&SW) 814.52

INV. 6" VCP (NE) 822.97

INV. 6" VCP (SE) 814.92

STM CB TOP 828.23

INV. 24" VCP (NW) 822.13

INV. 18" VCP (NE,W,SE) 822.13

STM CB TOP 827.57

INV. 24" VCP (NW&SE) 821.47

INV. 18" VCP (NE) 821.47

8" WL

SAN MH RIM 828.79

INV. 12" VCP (SW) 814.74

INV. 12" VCP (NE) 814.78

INV. 8" VCP (NW) 824.17

6" WL

SAN MH RIM 829.45

INV. 12" VCP (SW) 815.6

INV. 12" VCP (NE) 815.62

INV. 8" VCP (NW) 823.53

STM CB TOP 829.28

INV. 6" PVC 828.51

STM CB BTM 827.98

8" WL

STM MH RIM 828.95

INV. 15" RCP (NW) 821.55

INV. 10" VCP (N) 821.73

INV. 24" VCP (NE) 822.03

INV. 10" VCP (SE) 822.45

INV. 30" VCP (SW) 821.54

INV. 10" VCP (NW) 822.2

STM CB TOP 828.79

INV. 30" VCP (SW&NE) 821.24

STM MH RIM 828.44

INV. 36" VCP (SW) 820.34

INV. 36" VCP (NE) 820.39

INV. 6" VCP (SE) 822.54

INV. 6" VCP (S) 820.64

SAN MH RIM 829.24

(COULD NOT OPEN)

6" WL

STM CB TOP 828.06

INV. 18" CMP (SW) 823.31

INV. 15" CMP (NE) 823.36

INV. 6" CIP (N) 824.16

INV. 6" CIP (SE) 824.16

STM CB TOP 828.03

INV. 15" CMP (SW&NE) 823.83

INV. 6" CIP (N) 824.66

INV. 6" CIP (SE) 824.66

BUILDING 208

BUILDING 247

CHASE STREET

A L

B R

O O

K

D

R I V

E

EXISTING CONDITIONS

COORDINATOR ENGINEERING CHIEF

DATE REVISION BY

NO.

DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C

I

V

I

L

EN

G

I

N

E

E

R

US AF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

CONSOLIDATE PDF TO F/30257

31 JAN 19

FINAL DESIGN SUBMITTAL

ZHTV10100629

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'

A. REFER TO C-001 FOR GENERAL NOTES AND LEGEND

GENERAL NOTES:

V-101

EXISTING CONDITIONS

V-101

A. METZLER N. PERCEL S. SCHULTZ

DATE REVISION BY

NO.

DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C

I

V

I

L

EN

G

I

N

E

E

R

US AF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

CONSOLIDATE PDF TO F/30257

31 JAN 19

FINAL DESIGN SUBMITTAL

ZHTV10100629

XXX

XXX

T

E

C

C

E

MW

G

E

G x

X

LEGEND

NEWEXISTING

POST/BOLLARD

SIGN

BUMPER BLOCK

SATELLITE DISH

TRAFFIC CONTROL BOX

UNKNOWN MANHOLE

STORM SEWER

STORM SEWER MANHOLE

CATCH BASIN

CATCH BASIN WITH DOME GRATE

TRENCH DRAIN

SANITARY SEWER

SANITARY SEWER MANHOLE

WATER LINE

WATER MANHOLE

WATER VALVE

WATER LINE MARKER

FIRE HYDRANT

MONITORING WELL

STEAM LINE

STEAM PIT

GAS LINE

GAS METER

GAS VENT

GAS MARKER

COMMUNICATIONS/TELEPHONE LINE

TELEPHONE MANHOLE

COMMUNICATIONS MANHOLE

TELEPHONE PEDESTAL

COMMUNICATIONS VAULT

ELECTRIC LINE

ELECTRIC MANHOLE

ELECTRIC PULLBOX

ELECTRIC METER

UTILITY POLE

DECIDUOUS TREE

CONIFEROUS TREE

BUSH

GUARDRAIL

FENCE

MAJOR CONTOUR

MINOR CONTOUR

SOIL BORING

SURVEY CONTROL MONUMENT

SURVEY CONTROL POINT

ABANDONED UTILITY

SECONDARY ELECTRIC LINE

WATER

FIRE WATER

GAS

STORM

SANITARY

ELECTRIC DUCT BANK

CATCH BASIN

STORM MANHOLE

HEADWALL

SANITARY MANHOLE

FIRE HYDRANT

CLEAN OUT

METER

SETBACK - AT/FP STANDOFF

WATER VALVE

GAS VALVE

POST INDICATOR VALVE

CASING PIPE

BOLLARDS

WORK LIMITS

MAJOR CONTOUR

MINOR CONTOUR

GRADE BREAKLINE

TEMPORARY FENCE

DEMOLISH UTILITY

SILT FENCE

CATCH BASIN INLET PROTECTION

SURFACE DRAINAGE PATTERN

UNDERDRAIN

XXX

XXX

CU

x

E x

ABBREVIATIONS

EX

TYP

FFE

STM

CB

MH

UD

INV

GRT

TC

SAN

WM

WS

FH

UG

ELEC

COMM

UNK

CP

R

HP

LP

EOP

CIP

EXISTING

TYPICAL

FINISHED FLOOR ELEVATION

STORM SEWER

CATCH BASIN

MANHOLE

UNDERDRAIN

INVERT

GRATE

TOP OF CASTING

SANITARY SEWER

WATER MAIN

WATER SERVICE

FIRE HYDRANT

UNDERGROUND

ELECTRIC

COMMUNICATION

UNKNOWN

CONTROL POINT

RADIUS

HIGH POINT

LOW POINT

EDGE OF PAVEMENT

CAST IRON PIPE

X X X XX X X XX X X X

SF

ES

x

UD

UM

D

W

S

SS

x

W x

SD

x

W

G

S

E

SD

CO

M

SS

F

HORIZONTAL AND VERTICAL CONTROL POINTS FOR THIS PROJECT ARE SHOWN IN THE PLANS. ALL ELEVATIONS ARE FOR PROJECT USE ONLY AND ARE BASED ON

VERTICAL DATUM NAVD 88 AND OHIO STATE PLANE SOUTH ZONE HORIZONTAL DATUM NAD 83 (SURVEY FEET).

CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT ALL EXISTING UTILITIES

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 SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING

UTILITIES AS IT PERTAINS TO WORK ON THIS CONTRACT. CONTRACTOR SHALL PROCESS AN AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, TWO WEEKS IN ADVANCE OF REQUIRED ON-SITE CLEARANCE DATE.

THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE REPAIR OF EXISTING PROJECT SITE UTILITY LINES DAMAGED DURING CONSTRUCTION. REPAIRS SHALL BE

MADE TO THE SATISFACTION OF THE APPROPRIATE AFFECTED GOVERNMENT ENTITY OR UTILITY OWNER.

ITEMS MARKED "ODOT" SHALL CONFORM TO OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS 2016 AND CURRENT

STANDARD DRAWINGS. COPIES OF THE ODOT SPECIFICATIONS BOOK AND STANDARD DRAWINGS MAY BE PURCHASED FROM:

OHIO DEPARTMENT OF TRANSPORTATION

OFFICE OF CONTRACTS

P.O. BOX 899

COLUMBUS, OHIO 43216-0899

THE ODOT SPECIFICATIONS AND STANDARD DRAWINGS MAY ALSO BE DOWNLOADED FROM THE FOLLOWING INTERNET SITE, WWW.DOT.STATE.OH.US

THE UNIT PRICE CLAUSES OF THE ODOT SPECIFICATIONS WILL NOT APPLY FOR THIS PROJECT.

THE CONTRACTOR SHALL REPAIR ANY DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION. THESE AREAS INCLUDE LANDSCAPED AREAS, NORMAL GRASS

AREAS, CURBS, ROADS, ETC. THESE AREAS SHALL BE REPAIRED USING SIMILAR TO EXISTING MATERIALS AND AS APPROVED BY WPAFB.

THE SITE SHALL BE KEPT CLEAN AND NEAT AT ALL TIMES. THE CONTRACTOR SHALL TAKE STEPS TO PROHIBIT ANY DIRT/MUD FROM BEING TRACKED ONTO THE

ROADWAYS.

THE CONTRACTOR SHALL MAINTAIN, RELOCATE OR REPLACE EXISTING BASE MONUMENTS, WHICH ARE DISTURBED OR DESTROYED. 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.

CONTRACTOR MUST NOTIFY COMMUNICATION SQUADRON (CS/SCMO) 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.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE NORMAL OPERATING FUNCTIONS OF ALL UTILITY SYSTEMS SERVING OTHER FACILITIES

THROUGH THE CONSTRUCTION SITE DURING THE ENTIRE DURATION OF THE PROJECT.

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 KAREN BEASON BY EMAIL AT KAREN.BEASON@US.AF.MIL OR BY PHONE AT

937-257-5899 FOR ADDITIONAL INFORMATION.

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

GENERAL NOTES:

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

S

C-001

CIVIL GENERAL NOTES & LEGEND

CB

C I

C I

CB

S

CBCB

CB

CB

C

FH

S

C

CB

CB

D

CB

C

D

CB

S

CB

FH

D

CI

E

S

D

D

FH

CB

CB

S

CI

D

FH

C

I

CB

C

E

CB

C

FH

CB

MAGNAIL

C

O

C

O

D

E

MAGNAIL

FFE

832.02

CB

FFE

831.85

C

U x

C U x

C U x

CU

x

CU

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

SS

x

SS

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

S D x

S D x

S D x x

SD

x

SD

x

SD

x

SD

x

S D x

S D x

SD

x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x S

S x

S

SSS

S S

S

SSS

S S

S S

S S

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

E x

E x

E x

E x

SD

x

SD

x

S S x

SD

xSD x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

S S x

S

D x

BUILDING 257

BUILDING 258

STM MH RIM 828.69

INV. 12" RCP (N&E) 826.04

STM CB TOP 826.04

INV. 15" RCP 823.04

SAN MH RIM 828.20

INV. 8" VCP (SW&NE) 816.0

6" CIP (NW) ABANDONED

INV. 6" CIP (N) 825.97

STM CB TOP 828.26

INV. 18" CMP (SW&NE) 822.61

INV. 6" CIP (N) 823.46

INV. 6" CIP (SE) 823.41

SAN MH RIM 828.22

INV. 12" VCP (NE&SW) 814.52

INV. 6" VCP (NE) 822.97

INV. 6" VCP (SE) 814.92

STM CB TOP 828.23

INV. 24" VCP (NW) 822.13

INV. 18" VCP (NE,W,SE) 822.13

STM CB TOP 827.57

INV. 24" VCP (NW&SE) 821.47

INV. 18" VCP (NE) 821.47

8" WL

SAN MH RIM 828.79

INV. 12" VCP (SW) 814.74

INV. 12" VCP (NE) 814.78

INV. 8" VCP (NW) 824.17

6" WL

SAN MH RIM 829.45

INV. 12" VCP (SW) 815.6

INV. 12" VCP (NE) 815.62

INV. 8" VCP (NW) 823.53

STM CB TOP 829.28

INV. 6" PVC 828.51

STM CB BTM 827.98

8" WL

STM MH RIM 828.95

INV. 15" RCP (NW) 821.55

INV. 10" VCP (N) 821.73

INV. 24" VCP (NE) 822.03

INV. 10" VCP (SE) 822.45

INV. 30" VCP (SW) 821.54

INV. 10" VCP (NW) 822.2

STM CB TOP 828.79

INV. 30" VCP (SW&NE) 821.24

STM MH RIM 828.44

INV. 36" VCP (SW) 820.34

INV. 36" VCP (NE) 820.39

INV. 6" VCP (SE) 822.54

INV. 6" VCP (S) 820.64

SAN MH RIM 829.24

(COULD NOT OPEN)

6" WL

STM CB TOP 828.06

INV. 18" CMP (SW) 823.31

INV. 15" CMP (NE) 823.36

INV. 6" CIP (N) 824.16

INV. 6" CIP (SE) 824.16

STM CB TOP 828.03

INV. 15" CMP (SW&NE) 823.83

INV. 6" CIP (N) 824.66

INV. 6" CIP (SE) 824.66

BUILDING 208

BUILDING 247

CHASE STREET

A L

B R

O O

K

D

R I V

E

CIVIL SITE PLAN

COORDINATOR ENGINEERING CHIEF

DATE REVISION BY

NO.

DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C

I

V

I

L

EN

G

I

N

E

E

R

US AF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

CONSOLIDATE PDF TO F/30257

31 JAN 19

FINAL DESIGN SUBMITTAL

ZHTV10100629

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. WATER LINES MUST HAVE 4' MINIMUM COVER

C. THE ELEVATIONS OF THE EXISTING STORM SEWER, ELECTRIC, AND

ABANDONED STEAM TRENCH ALONG THE SANITARY SEWER SERVICE ARE

UNKNOWN. SANITARY SEWER SERVICE SHALL BE ADJUSTED AS NECESSARY

TO AVOID THESE UTILITIES BUT SHALL BE LAID WITH A MINIMUM SLOPE OF 0.5%

AND A MINIMUM OF 4' OF COVER.

D. BOLLARDS SHALL BE ADJUSTED TO AVOID UNDERGROUND UTILITIES.

CONTRACTOR SHALL VERIFY THE LOCATION OF THE UNDERGROUND UTILITIES

PRIOR TO DIGGING.

GENERAL NOTES:

2" DOMESTIC

WATER

33' - 6" SANITARY

SERVICE @ 1.5%

SEE GENERAL NOTE C.

8" FIRE WATER

SERVICE

PIV

SEE DETAIL 05/C-501

SANITARY CLEANOUT

INV. 6" = 825.4

SEE DETAIL 04/C-501

2" GATE VALVE

SEE DETAIL 06/C-501

3 - 4" BOLLARDS

SEE DETAIL

03/C-501 &

07/C-501

CONCRETE

TRANSFORMER PAD

SEE DETAIL 02/C-501

C-101

CIVIL SITE PLAN

CONCRETE

GENERATOR PAD

SEE DETAIL 02/C-501

4 - 4" BOLLARDS

SEE DETAIL 03/C-501 & 07/C-501

C-101

5'

20'

25' 10'

DATE REVISION BY

NO.

DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C

I

V

I

L

EN

G

I

N

E

E

R

US AF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

CONSOLIDATE PDF TO F/30257

31 JAN 19

FINAL DESIGN SUBMITTAL

ZHTV10100629

U.L. LISTED

RESILIENT WEDGE

GATE VALVE

POURED

CONCRETE

THRUST

BLOCKING OR

MECHANICAL

RESTRAINED

JOINTS (TYP.).

V A

R I E

S

FINISHED GRADE

POST INDICATOR

CONCRETE FILL

FINISH GRADE

ROUND OFF TOP

4" DIA. SCHEDULE 80,

STEEL PIPE,

FILL SOLID W/CONC.

PAINT YELLOW AT

EXTERIOR APPLICATIONS

6" (TYP)

18"

FINISH GRADE

COUNTERSUNK PLUG

15" SQUARE CONC.

SLAB 6" THICK

6"x6" WYE (PVC)

6" PLUG

OMIT PLUG WHERE

SEWER JOINS BUILDING

CONNECTION

6" PVC PIPE

6" - 1/8 BEND (PVC)

IF NOT IN PAVEMENT

CAST 10" THICK MINIMUM 3000 PSI

CONCRETE AROUND THE TOP OF

EACH VALVE BOX IN A 1'-6"

SQUARE DISK OR 1'-6" DIA.

CIRCLE.

3 PIECE ADJUSTABLE

VALVE BOX

POURED CONCRETE

THRUST BLOCKING OR

MECHANICAL

RESTRAINED JOINTS

(TYP.).

VALVE

NON-PERFORM CONCRETE RING FOR VALVES WITHIN HARDSTAND OR

ASPHALT PAVEMENTS.

VALVES WITHIN PAVED AREAS SUBJECT TO TRAFFIC LOADS SHALL BE

TRAFFIC RATED.

A.

B.

NOTES:

GROUND

VERTICAL BENDS

STANDARD CONCRETE

BLOCKING AS SHOWN

FOR HORIZONTAL

BENDS BELOW

" THREADED ROD

W/ HEX NUTS

AND 4"x4"x

PLATE WASHER

H SQUARE

2"x

" GALVANIZED

STEEL STRAP

M

I N

D

H

HORIZONTAL BENDS

CONCRETE BLOCKING

H

TRENCH

EDGE OF

H

EDGE OF

TRENCH

UNDISTURBED

EARTH

MINIMUM BEARING AGAINST

TRENCH WALL

TABLE OF DIMENSIONS FOR CONCRETE BLOCKING

NOTE: THRUST BLOCKS NOT REQUIRED WHEN USING RESTRAINED JOINTS

8"

6"

4" & SMALLER 24" 12"

16"24"

48" 24" 18"

18"

12" 18"

18"

24" 7.2

3.5

2.3 24"

30"

54" 32"

16"

12" 12"

18"

24" 18"

18"

18" 2.3

4.1

10.3 24"

24"

18"

18"

10"

8" 12"

16"

21" 18"

18"

18" 1.6

3.2

4.6 24"

24"

18" 8"

10"

18" 21"

16"

12" 18"

18"

18" 4.6

3.2

1.6 18"

24"

24" 18"

10"

8" 12"

16"

21" 18"

18"

18" 1.6

3.2

4.6 8"

6"

PIPE

CU.

FT.

DV

HH

FT.

CU.

DV

H

H

FT.

CU.

DVH

H

FT.

CU.

DV

H

H

FT.

CU.

DV

45° BENDS90° BENDS

° BENDS

° BENDS SIZE

& CROSSES

TEES,PLUGS

SIZE

PIPE H

H

4" & SMALLER

PAVED AREA (CONCRETE OR ASPHALT)

M

I N

3' (TYP) 3' (TYP)

HYDRANT OR

PIV VALVE

4" BOLLARD

(TYP)

M

A X

NOTE:

ADJUST BOLLARDS AS REQUIRED TO AVOID UTILITIES,

OBSTRUCTIONS, ETC.

OUTLINE OF EQUIPMENT

6" TYPICAL 4 SIDES

45 CHAMFER

GRADE

6 x 6 W2.1 x W2.1

WELDED WIRE FABRIC

#4 CONT.

NOTES:

1. FINAL OVERALL DIMENSIONS

SHALL BE DETERMINED BY THE

SIZE OF EQUIPMENT TO BE

INSTALLED.

2. PROVIDE CONTRACTION JOINTS

AT 10' INTERVALS.

3. PROVIDE EXPANSION JOINTS

WHERE PADS ABUT BUILDING OR

OTHER CONCRETE.

4. SEE SPECIFICATION 03 30 53 FOR

CONCRETE.

6"

MIN.

M I N

8"

4"

8" SUBGRADE

CONSTRUCTION

4" AGGREGATE BASE - ODOT 304

8" CONCRETE

C-501

CIVIL DETAILS

BOLLARD PLACEMENT03

C-501

NTS

CONCRETE PAD02

C-501

NTS

THRUST BLOCKING01

C-501

NTS

CLEANOUT04

C-501

NTS

POST INDICATOR VALVE05

C-501

NTS

VALVE BOX SETTING06

C-501

NTS

BOLLARD - 4"07

C-501

NTS

A. METZLER T. BARDEN S. SCHULTZ

LBP-03

LBP-02

LBP-05

LBP-06

LBP-04

LBP-01

LBP-07

PCB-02

PCB-01

01A

10C

10B 01C 10A

01B

11A 11B 11C

09B

06C

05B

09C 02C 03C

04A 04B 04C

06B 03B 02B

05A

06A09A

05C 08A 07A

08B 07B

08C 07C

03A 02A

12B 12A 12C

13B 13A 13C

14A 14B 14C

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C

I

V

I

L

EN

G

I

N

E

E

R

US AF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

H100

F/30257

S. KELLEY J. MCKINNEY J. WATROUS

PROJECT ZHTV10100629

LEGEND:

NON-ACM SAMPLE LOCATION

LEGEND:

NON-ACM SAMPLE LOCATION

SAMPLE CONTAINING ANY

CONCENTRATION OF ASBESTOS

NON-PCB SAMPLE LOCATION

NON-LBP SAMPLE LOCATION

LBP SAMPLE LOCATION

AREA NOT INCLUDED IN SCOPE

23B

PCB-05

LBP-05

12C

LBP-06

HAZARDOUS MATERIALS SURVEY

SAMPLE LOCATION MAP

NOTES

1. ALL WORK SHALL BE PERFORMED IN

ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 02 20.

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 KAREN BEASON

BY EMAIL AT KAREN.BEASON@US.AF.MIL OR BY

PHONE AT 937-257-5899 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 AT

937-257-2455 OR BY EMAIL AT

CHRISTOPHER.TUMBUSCH@US.AF.MIL.

5. RECOVER AND RECLAIM ANY REFRIGERANT IN

ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 02 09 10.

6. ALL HAZARDOUS MATERIALS MUST BE

PROPERLY MANAGED, LABELED AND STORED.

ANY HAZARDOUS WASTE GENERATED FROM

THIS CONSTRUCTION ACTIVITY MUST BE

PROPERLY CHARACTERIZED, LABELED AND

MANAGED BY TRAINED EMPLOYEE OF THE

CONTRACTOR WITH KNOWLEDGE OF THE

ACTIVITY / PROCESS WHERE THE WASTE WAS

GENERATED. ALL HAZARDOUS WASTE WILL BE

TURNED OVER TO THE GOV'T FOR DISPOSAL. IN

ADDITION PROPER COORDINATION IS NEEDED

WITH 88 CEG/CEIEC. QUESTIONS CONCERNING

THE REQUIREMENTS FOR STORAGE AND

DISPOSAL OF ANY HAZARDOUS MATERIALS CAN

BE ADDRESSED BY THE 88 CEG/CEIEC

HAZARDOUS MATERIALS PM, MIKE VAUGHN,

(937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL) OR 88

CEG/CEIEC HAZARDOUS WASTE PM, EMILY

ERDEI (937-257-0023 OR

GARY.SELBY@US.AF.MIL).

7. ANY LEAD CONTAINING PAINT CONTROL

MEASURES SHALL BE PERFORMED IN

ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 02 20.

8. ALL METAL AND WIRING SHALL BE RECYCLED

AT THE WPAFB BASE RECYCLING CENTER. THE

WPAFB RECYCLING CENTER IS AVAILABLE FOR

CONTRACTOR USE TO REDUCE WASTE

DISPOSAL. ALL RECYCLABLE METAL IS TO BE

RECYCLED THROUGH THE BASE RECYCLING

CENTER. ALL RECYCLING MUST BE

ACCOMPLISHED IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20. CONTACT

WPAFB RECYCLING PROGRAM MANAGER AT

937-257-5060 TO CONFIRM WHAT MATERIALS

ARE RECYCLABLE AND TO COORDINATE

TURN-IN. THE CONTRACTOR SHALL SUBMIT A

QUARTERLY SUMMARY REPORT TO THE

GOVERNMENT CONTRACT REPRESENTATIVE

IAW WPAFB SPECIFICATION SECTION 01 02 20

STATING (1) THE COST TO RECYCLE AND THE

TONNAGE OF CONSTRUCTION AND DEMOLITION

MATERIALS RECYCLED, (2) THE COST TO

DIVERT/REUSE THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS

DIVERTED/REUSE, (3) THE COST TO MULCH AND

THE TONNAGE AND COST OF CONSTRUCTION

AND DEMOLITION MATERIALS MULCHED, (4) THE

COST FOR WASTE-TO-ENERGY AND THE

TONNAGE OF CONSTRUCTION AND DEMOLITION

MATERIALS CONVERTED FROM

WASTE-TO-ENERGY, (5) THE COST TO LANDFILL

AND THE TONNAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS LAND-FILLED, (6) THE

COST TO INCINERATE AND THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS

INCINERATED, AND (7) EXPLANATION OF THE

DIVERSION RATE IF LESS THAN 60%. THE

QUARTERLY SUMMARY REPORTS SHALL BE

RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND

JANUARY 7 COVERING THE THREE MONTHS

PRIOR. THE QUARTERLY SUMMARY REPORTS

SHALL BE ON THE WPAFB DIVERSION FORM.

FOR ADDITIONAL INFORMATION CONTACT THE

RECYCLING PM, DAVE DALTON, AT 937-257-5060

OR DAVID.DALTON.2@US.AF.MIL.

9. TURN-IN ALL MERCURY CONTAINING DEVICES,

SWITCHES AND THERMOSTATS TO 88 CEG/CEIE

IN ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 02 20 FOR RECYCLING.

10. TURN-IN ALL MERCURY CONTAINING LAMPS TO

88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20.

11. TURN-IN ALL PCB CONTAINING LIGHT BALLAST

TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20.

12. REMOVE AND DISPOSE OF ANY ASBESTOS

CONTAINING MATERIAL IN ACCORDANCE WITH

WPAFB SPECIFICATION SECTION 01 02 20.

13. 30 DAYS PRIOR TO START OF WORK, THE

CONTRACTOR SHALL TAKE A REPRESENTATIVE

SAMPLE OF THE HVAC SYSTEM WATER TO

DETERMINE WHETHER IT CAN BE DRAINED

DIRECTLY INTO THE SANITARY SEWER.

ANALYZE THE WATER TO DETERMINE THE

TOTAL LEVEL OF EACH OF THE FOLLOWING:

CADMIUM, CHROMIUM, COPPER, CYANIDE,

LEAD, MERCURY, MOLYBDENUM, NICKEL,

SILVER, ZINC AND SULFIDE. THE LAB

PERFORMING THE ANALYSES MUST BE

CERTIFIED BY OHIO EPA TO ANALYZE FOR

THESE PARAMETERS. PROVIDE A COPY OF THE

LAB'S REPORT TO THE CONTRACTING OFFICER,

WHO WILL IN TURN FORWARD IT TO 88

CEG/CEIEA FOR A DETERMINATION ON THE

WASTEWATER DISPOSAL METHOD.

14. COORDINATE DISPOSITION OF EXCESS

RADIOACTIVE COMMODITIES, E.G. IONIZATION

TYPE SMOKE DETECTORS, RADIOLUMINESCENT

EMERGENCY EXIT SIGNS, OR ANY OTHER

RADIOACTIVE COMMODITY AND/OR

RADIOACTIVE CONTAMINANT THROUGH THE

INSTALLATION RADIATION SAFETY OFFICER, 88

AMDS/SGPB.

15. ALL WINDOW AND DOOR FRAME CAULKING AND

GLAZING WILL BE TREATED AS CONTAINING

ASBESTOS UNLESS TESTING PROVES IT TO BE

ASBESTOS FREE.

31 JAN 19

FINAL DESIGN SUBMITTAL

P

L

A

N

N

O

R

T

H

NTS

H100

SITE PLAN

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASHSHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

A. ALL MATERIALS AND SHAPES INDICATED ARE CONTINUOUS UNLESS SPECIFICALLY NOTED

OTHERWISE.

B. DETAILS, NOTES, AND/OR SCHEDULES MAY SHOW SELECTED REQUIRED FASTENER TYPES,

SIZES, AND LOCATIONS. WHERE FASTENERS ARE SO DETAILED OR SCHEDULED, SUCH

FASTENING SHALL NOT BE CONSIDERED A COMPLETE REPRESENTATION OF ALL FASTENING

REQUIRED.

C. SECURE ALL NEW CONSTRUCTION WITH FASTENERS OF ADEQUATE SIZE, TYPE, AND PROPER

SPACING TO ENSURE THAT ALL MATERIALS WILL REMAIN SECURELY FIXED IN POSITION AS

SHOWN.

D. WHERE ACCESSORY MATERIALS ARE DETAILED, NOTED, OR SPECIFIED AND NO EXTENT OF USE

IS INDICATED, PROVIDE ACCESSORY MATERIALS WHEREVER USE IS POSSIBLE.

E. INSTALL NEW CONSTRUCTION USING MATERIALS, TYPE, AND METHOD OF ANCHORAGE IN SUCH A

WAY AS TO PROVIDE FOR EXPANSION AND CONTRACTION.

F. REFER TO ABBREVIATION LIST FOR DEFINITION OF ABBREVIATIONS. WHEN AN ABBREVIATION IS

USED BUT NOT LISTED IN THE ABBREVIATION LIST OR FOUND IN THE SPECIFICATIONS, THE

INDUSTRY STANDARD DEFINITION APPLICABLE TO THE CONTEXT SHOULD BE USED.

G. DETAILS MAY BE EXPLODED (I.E. MATERIALS SEPARATED FOR CLARITY) TO SHOW DESIGN INTENT.

H. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT, IN A TIMELY MANNER TO

AVOID DELAYS, BEFORE CONTINUING WITH CONSTRUCTION.

I. DIMENSIONS SHOWN ARE FINISH FACE TO FINISH FACE, UNLESS NOTED OTHERWISE.

J. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR.

K. ALL TYPICAL INTERIOR STUDS TO BE MIN 20 GA BY WIDTH INDICATED ON PARTITION TYPES

DRAWINGS . GAUGE, FLANGE SIZE, AND SPACING TO BE PER MANUFACTURER'S SPECIFIC LOAD

TABLE, BASED ON 5 PSF LATERAL LOAD (UNO), FOR MAXIMUM VERTICAL SPAN.

L. INSTALL CONTROL JOINTS IN GYPSUM BOARD WALLS AND CEILINGS PER SPECIFICATION SECTION 09 29 00 AND WHERE INDICATED IN GA-216, PARAGRAPHS 4.7.3.1-4.7.4 OR ASTM C840, SYSTEM XIII, PARAGRAPHS 20.3.1-20.3.7.

M. EXTEND ALL SMOKE AND FIRE RATED PARTITIONS TO DECK ABOVE. FILL ALL VOIDS WITH SEALANT

AS REQUIRED AND CAULK CONTINUOUS FOR A SMOKETIGHT SEAL.

N. ALL DOORS TO BE INSTALLED 4" FROM HINGE SIDE OF WALL TO EDGE OF DOOR FRAME, UNLESS

NOTED OTHERWISE.

O. CEILING HEIGHTS IDENTIFIED ARE MINIMUM AND SHALL BE MAINTAINED, UNLESS OTHERWISE

NOTED.

P. CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS TO RECEIVE THE FINISHES SPECIFIED

AS RECOMMENDED BY THE FINISH MANUFACTURER.

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

A-001

GENERAL NOTES AND ABBREVIATIONS

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

GENERAL NOTES:DRAWING ABBREVIATIONS

DN

EXIST WALL TO REMAIN, UNO

EXIST WALL TO BE REMOVED, UNO

EXIST DOOR/FRAME & HARDWARE TO REMAIN, UNO

EXIST DOOR/FRAME & HARDWARE TO BE REMOVED, UNO

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EXISTING

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EXISTING

WAREHOUSE

AD101

D

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4 4

A. SEE BUILDING ELEVATION FOR SELECTIVE DEMOLITION OF EXISTING WINDOW PANES

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L

ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

AD101

OVERALL DEMOLITION PLAN - AREA 'A'

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

0' 4' 8' 16'

KEYED NOTES:

LEGEND

KEY PLAN

AREA 'A'AREA 'B'

PLAN NORTH

PLAN NORTH

1/16" = 1'-0"AD101

1 OVERALL DEMOLITION PLAN - AREA 'A'

1 EXISTING SHELVES TO REMAIN

2 EXISTING FENCE TO REMAIN

3 DEMO EXISTING SHELVES

4 DEMO EXISTING PLUMBING FIXTURES, TOILET PARTITIONS, TOILET

ACCESSORIES, AND ALL FINISHES BELOW CEILING

5 EXISTING THREE COMPARTMENT SINK TO REMAIN

6 EXISTING DRINKING FOUNTAIN TO REMAIN

7 EXISTING WATER SOFTENER TO REMAIN

8 DEMO EXISTING HOLLOW METAL DOOR AND FRAME

9 DEMO EXISTING OVERHEAD DOOR AND FRAME

10 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN

11 EXISTING CONCRETE STAIR AND RAILING TO REMAIN

PLAN NORTH

1/8" = 1'-0"AD101

2 AREA 'A' - RESTROOMS DEMOLITION PLAN

0' 2' 4' 8'

GENERAL NOTES

EXIST WALL TO REMAIN, UNO

EXIST WALL TO BE REMOVED, UNO

EXIST DOOR/FRAME & HARDWARE TO REMAIN, UNO

EXIST DOOR/FRAME & HARDWARE TO BE REMOVED, UNO

19202122232425262728293031323334353637

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A

B

C

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WAREHOUSE

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L

ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

AD102

OVERALL DEMOLITION PLAN - AREA 'B'

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

KEYED NOTES:

LEGEND

KEY PLAN

AREA 'A'AREA 'B'

PLAN NORTH

PLAN NORTH

1/16" = 1'-0"AD102

1 OVERALL DEMOLITION PLAN - AREA 'B'

0' 4' 8' 16'

1 EXISTING FENCE TO REMAIN

2 DEMO EXISTING CONCRETE FLOOR AND PREPARE FOR NEW

CONCRETE FLOOR SLOPED TO DRAIN

DNDN

A-201

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PDF

PROCESSING

COUNTER

A-201

A-202

A-204

A-204

AAAAAAAA

AAAAAAAAAAAAAA

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A

A

A

A

A

A

A

A

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I

V I L

ENG

IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

A-101

OVERALL FLOOR PLAN - AREA 'A'

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

KEY PLAN

AREA 'A'AREA 'B'

PLAN NORTH

PLAN NORTH

1/16" = 1'-0"A-101

1 OVERALL FLOOR PLAN - AREA 'A'

0' 4' 8' 16'

GENERAL NOTES:

A. SEE DETAIL 5/SHEET A-601 FOR WINDOW TYPES AND BASE BID/BID OPTION WINDOW WORK TO BE

PERFOMED

KEYED NOTES:

1 EXISTING FENCE TO REMAIN

2 BLEACHERS - GFGI

3 EXISTING SHELVES TO REMAIN

A-203

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A AAAAAAAAAAAAAAA

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B

B

B

B

FIRE

PUMP

ROOM

ELECTRICAL

ROOM

A-102

D

E

A01

A01 A01

A01

A01

FIRE

PUMP

ROOM

ELECTRICAL

ROOM

A A

31' - 4 3/4" 16' - 1"

ALIGN WALL WITH EDGE

OF EXISTING WINDOW

ALIGN WALL WITH EDGE

OF EXISTING WINDOW

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I

V I L

ENG

IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

A-102

OVERALL FLOOR PLAN - AREA 'B'

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

PLAN NORTH

1/16" = 1'-0"A-102

1 OVERALL FLOOR PLAN - AREA 'B'

KEY PLAN

AREA 'A'AREA 'B'

PLAN NORTH

0' 4' 8' 16'

PLAN NORTH

1/8" = 1'-0"A-102

2 FIRE PUMP AND ELECTRICAL ROOM

GENERAL NOTES:

A. SEE DETAIL 5/SHEET A-601 FOR WINDOW TYPES AND BASE BID/BID OPTION WINDOW WORK TO BE

PERFOMED

KEYED NOTES:

1 EXISTING OVERHEAD DOOR TO REMAIN

2 NEW CONCRETE FLOOR SLOPED TO DRAIN

3 FLOOR DRAIN - SEE PLUMBING

0' 2' 4' 8'

DN

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WAREHOUSE

EXISTING

ARMS

VAULT

C L E

A R

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TERMINAL/HOLDING

AREA

JANITOR'S

CLOSET

A-301

A-111

DCC OFC

LEGAL

OFC

MEDICAL

OFC

CHAPLAIN

OFC

PDF

ADMIN

OFC

CORRIDOR

COMM

101B

C

CORRIDOR

112A

B

B02

B02

B01

B01 B01

B01

B01

B01

B01

E05

E05

B02

H02 B02

G01

B01

B04

H04

B02

B01

B01

H01

B01

E05 E05

B01

B02H02

B02

59' - 5 3/4" 68' - 2 3/4" 12' - 7 1/4"

5' - 0" 43' - 10" 18' - 10 1/4" 4' - 10"

153' - 4 3/4"

/2

/2

E05

H02

1' - 3"

/4

15' - 11" 7' - 8" 7' - 8"

9' - 8 1/4" 26' - 0"

B01

A-402

B

VESTIBULE

G01

B05B05 B05

B01

A-301

A A

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B02

H03

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C02C02

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RESTROOM

C C

/2

/4

1' - 0"

1' - 0"

1' - 0"

18 18

E05

A-301

/4

11' - 2 1/4"

4' - 11 1/2"

A

A

B

B

101A

4' - 0" 19

21 21 21 21 21 21

21 21

A-111

G01

2' - 0" E05

A

A-301

MEZZANINE

B02

B02

41' - 9 1/4"

B02

B02

JANITOR'S

CLOSET

B01

B02

B01B02

B02

A-301

A-301

MH

A. MEZZANINE DESIGN LIVE LOAD = 40 PSF

B. SEE DETAIL 5/SHEET A-601 FOR WINDOW TYPES AND BASE BID/BID OPTION WINDOW WORK TO BE

PERFORMED

AA

A-302

5' - 0"

A-302

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

A-111

AREA 'A' - PARTIAL FLOOR PLANS

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

KEY PLAN

GENERAL NOTES:

AREA 'A'AREA 'B'

PLAN NORTH

PLAN NORTH

1/8" = 1'-0"A-111

1 AREA 'A' - PDF PROCESSING FLOOR PLAN

0' 6" 1' 2'

0' 2' 4' 8'

KEYED NOTES:

1 ABA DRINKING FOUNTAIN WITH BOTTLE FILLER

2 PRINT/COPY/FAX MACHINE - GFGI

3 REFRIGERATOR - GFGI

4 EXISTING OVERHEAD DOOR TO REMAIN

5 EXISTING SHELVES TO REMAIN

6 NOT USED

7 SHIP'S LADDER TO MEZZANINE

8 REMOVABLE PIPE AND TUBE GUARD - FABRICATE IN MAX. 6'-0"

SECTIONS

9 EXISTING TRUSS CROSS BRACING ABOVE

10 3/4" FRTW PLYWOOD TO 8'-0" AFF

11 REMOVABLE PIPE AND TUBE GUARD - FABRICATE IN MAX. 6'-0"

SECTIONS

12 SAW-CUT FLOOR FOR 2'-0" WIDE BY 1'-0" THICK FOOTING. REINFORCE

WITH #4 @ 12" OC TRANSVERSE AND (4) #5 CONT. TYPICAL ALL 4

WALLS

13 600S162-33 (33 KSI) STRUCTURAL STUD

14 EXISTING CONCRETE STAIR AND RAILING TO REMAIN

15 NEW CONCRETE STAIR AND HANDRAIL - SEE 2/A-111

16 3/4" 32/16 SPAN RATED PLYWOOD ON 800S162-68 (50 KSI)

COLD-FORMED JOISTS

17 4" METAL BOLLARD - SEE DETAIL 7/C-501

18 CORNER GUARD - EXTEND FROM TOP OF BASE TO CEILING

19 4"X4"X3/16" COLUMN, SEE OPERABLE PARTITION SUPPORT DETAIL

6/A-302

20 OPERABLE PARTITION, SEE DETAILS 4/A-302 AND 6/A-302

21 WINDOW MINI-BLIND

22 KNOX BOX - SEE SHEET FL101

PLAN NORTH

1/8" = 1'-0"A-111

3 AREA 'A' - MEZZANINE FLOOR PLAN

0' 2' 4' 8'

PLAN NORTH

1/2" = 1'-0"A-111

2 AREA 'A' - ENLARGED STAIRWAY

45678

AA

A

A-302

9'-0"

8'-6"

8'-6"

10'-0"

9'-6"

9'-0"

10'-0"10'-0" 10'-0"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"8'-6"

8'-6"

8'-6"

8'-6"

A-302

9'-6"

D

E

CEILING HEIGHT

LIGHT FIXTURE

AIR DEVICE

2'x2' ACT

GYPSUM BOARD

8'-0"

D

E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

A-121

PARTIAL REFLECTED CEILING PLANS

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

0' 2' 4' 8'

KEY PLAN

GENERAL NOTES:

AREA 'A'AREA 'B'

PLAN NORTH

KEYED NOTES:

PLAN NORTH

1/8" = 1'-0"A-121

1 AREA 'A' - PDF PROCESSING RCP

PLAN NORTH

1/8" = 1'-0"A-121

3 AREA 'A' - RESTROOMS RCP

0' 2' 4' 8'

1 NOT USED

2 EXISTING CEILING AND LIGHTING TO REMAIN

3 OPEN TO STRUCTURE ABOVE

LEGEND

A. MEZZANINE CEILING IS OPEN TO STRUCTURE ABOVE - SEE SHEET EL111 FOR MEZZANINE LIGHTING

PLAN NORTH

1/8" = 1'-0"A-121

2 AREA 'B' - PARTIAL RCP

FIN. FLR.

0"

ROOF 1

15' - 0"

TOF

-3' - 0"

ROOF 2

28' - 0"

AAABCDE

MEZZANINE

10' - 0"

FIN. FLR.

0"

ROOF 1

15' - 0"

TOF

-3' - 0"

ROOF 2

28' - 0"

1 2 3 4 5 6 7 8 9 10 11 12 13

MEZZANINE

10' - 0"

A -2

1 1

BASE BID - CLEAN,

REPAIR, RESTORE,

AND PAINT EXISTING

WINDOWS

BASE BID - CLEAN,

REPAIR, RESTORE,

AND PAINT EXISTING

WINDOWS

BASE BID - CLEAN,

REPAIR, RESTORE,

AND PAINT EXISTING

WINDOWS

INDICATION OF

BASE BID GLASS LITE(S)

TO BE REPLACED -

SEE ELEVATIONS

* APPROXIMATE QUANTITY

OF GLAZING TO BE

REPLACED IS 10%

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C I V

I L ENG IN

E E

R

USAF

88TH ABW

WRIGHT-PATTERSON AIR FORCE BASE

BY

M. SAPP S. KOPITTKE M. BAUMAN

A-201

EXTERIOR BUILDING ELEVATIONS

CONSOLIDATE PDF TO F/30257

FINNEY FINNEY DEGARO 31-JAN-19

FINAL DESIGN SUBMITTAL

ZHTV10100629

KEYED NOTES:

1/8" = 1'-0"A-201

1 EAST ELEVATION

0' 2' 4' 8'

1/8" = 1'-0"A-201

2 NORTH ELEVATION - 1

1 EXISTING OVERHEAD DOOR TO REMAIN

2 EXISTING CONCRETE STAIR AND RAILING TO REMAIN

3 NEW ALUMINUM STOREFRONT GLAZING SYSTEM

4 NEW HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING

5 EXISTING BRICK VENEER TO REMAIN

6 EXISTING METAL ROOF TO REMAIN

WINDOW LEGEND

ROOF 1

15' - 0"

TOF

-3' - 0"

ROOF 2

28…