11 - Repair B250 - Type B-3 - Drawings.pdf

PDF 25 MB Posted Oct 24, 2023

Attached to: 142 WG Repair B250 Construction Federal contract opportunity
Solicitation number: W50S8Y24B0002
Issued by: Department of the Army Oregon Army National Guard

About this file

Written by GovTribe AI · Dec 21, 2023

This file provides details for a federal contract opportunity to repair Building B250. The related solicitation is number W50S8Y24B0002 for 142 WG Repair B250 Construction from the Department of the Army Oregon Army National Guard. The pre-solicitation opportunity involves repairing Building B250 and the file includes 25MB of drawings to inform potential offerors' responses. Interested parties should monitor the federal business opportunities website for additional details and updates to response requirements and award timing.

View the file

Other files for this federal contract opportunity

Other files attached to 142 WG Repair B250 Construction, newest first.
File	Type	Posted
Repair B250 - Type B-3 - Specifications (Appendices).pdf	PDF	Oct 24, 2023
Repair B250 - Type B-3 - Specifications (Div 01-06).pdf	PDF	Oct 24, 2023
Repair B250 - Type B-3 - Specifications (Div 23-46).pdf	PDF	Oct 24, 2023
Repair B250 - Type B-3 - Specifications (Div 07-22).pdf	PDF	Oct 24, 2023
Sources Sought Cover.pdf	PDF	Oct 24, 2023

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

1 2 3 4 5 6

C H

A L L R

T S

R E

S E

R V

E D c

T H

O C

U M

E N

A N

D T

H E

I D

E A

S A

N D

D E

N S

I N

C O

R P

O R

A T

E D

H E

R E

A S

A N

I N

S T

R U

M E

N T

O F

P R

O F

E S

N A

L S

E R

H E

P R

O P

E R

T Y

F C

H M

L A

N D

I S

N O

T T

O B

E U

S E

H O

L E

O R

I N

P A

R T

O R

A N

Y O

T H

E R

P R

O J E

C T

H O

U T

T H

E W

T E

N A

U T

H O

A T

H M

R E

U S

E O

F D

O C

U M

E N

T S

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

D S

G N

D R

C H

K A

P V

A P

V D

B Y

R E

D A

T E

N O

PLOT DATE/TIME:

C H

H D

R J

P D

X A

N G

B A

S E

O R

E G

O N

N A

L G

U A

R D

A N

G P

R O

J E

C T

N O

Q K

A D

D A

L T

E R

E C

L E

B O

U L

E V

A R

D S

C O

R V

A L

R E

G O

E L

E (5

-3

A X

-0

DWG

BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P250_ARCH.rvt 2/8/2023 2:37:09 PM

T Y

P E

B -3

A L

FEBRUARY 2023

D3250108

G-001

R S

H E

E W

S U

M A

H A

N N

O N

D P

E A

R S

O N

C O

V E

R S

H E

E T

G E

N E

R A

REPAIR FUEL CELL / CORROSION CONTROL HANGAR B250

142ND CIVIL ENGINEERING SQUADRON

OREGON AIR NATIONAL GUARD

PORTLAND ANG BASE, OREGON

PROJECT NUMBER: TQKD132261

FEBRUARY 2023

TYPE B-3 FINAL

1 2 3 4 5 6

C H

A L L R

T S

R E

S E

R V

E D c

T H

O C

U M

E N

A N

D T

H E

I D

E A

S A

N D

D E

N S

I N

C O

R P

O R

A T

E D

H E

R E

A S

A N

I N

S T

R U

M E

N T

O F

P R

O F

E S

N A

L S

E R

H E

P R

O P

E R

H M

L A

N D

I S

N O

T T

O B

E U

S E

H O

L E

O R

I N

P A

R T

O R

A N

Y O

T H

E R

P R

O J E

C T

H O

U T

T H

E W

T E

N A

U T

H O

A T

R E

U S

E O

F D

O C

U M

E N

T S

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

D S

G N

D R

C H

K A

P V

A P

V D

B Y

R E

D A

T E

N O

PLOT DATE/TIME:

C H

H D

R J

P D

X A

N G

B A

S E

O R

E G

O N

N A

L G

U A

R D

A N

G P

R O

J E

C T

N O

Q K

A D

D A

L T

E R

E C

L E

B O

U L

E V

A R

D S

C O

R V

A L

R E

G O

E L

E (5

-3

-0

DWG

BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P250_ARCH.rvt 2/6/2023 3:01:22 PM

T Y

P E

B -3

A L

FEBRUARY 2023

D3250108

G-002

R S

H E

E W

S U

M A

H A

N N

O N

D P

E A

R S

O N

S H

E E

T I

N D

E X

G E

N E

R A

SHEET LIST

SHEET # DRAWING INDEX

PLUMBING

P-001 LEGEND, NOTES AND ABBREVIATIONS

PD101 BELOW FLOOR DEMO PLAN - OVERALL

PD102 BELOW FLOOR DEMO PLAN - SECTOR 01

PD103 BELOW FLOOR DEMO PLAN - SECTOR 02

PD111 ABOVE FLOOR DEMO PLAN - OVERALL

PD112 ABOVE FLOOR DEMO PLAN - SECTOR 01

PD113 ABOVE FLOOR DEMO PLAN - SECTOR 02

P-101 BELOW FLOOR PLAN - OVERALL

P-102 BELOW FLOOR PLAN - SECTOR 01

P-103 BELOW FLOOR PLAN - SECTOR 02

P-111 ABOVE FLOOR PLAN - OVERALL

P-112 ABOVE FLOOR PLAN - SECTOR 01

P-113 ABOVE FLOOR PLAN - SECTOR 02

P-401 ENLARGED FLOOR PLANS

P-402 ENLARGED FLOOR PLANS

P-501 DETAILS

P-502 DETAILS

P-503 DETAILS

P-601 SCHEDULES

P-901 DOMESTIC WATER RISER DIAGRAMS

P-902 SANITARY WASTE RISER DIAGRAMS

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS

E-002 GENERAL NOTES AND ABBREVIATIONS

ED110 DEMOLITION PLAN - OVERALL

ED111 DEMOLITION PLAN - SECTOR 01

ED112 DEMOLITION PLAN - SECTOR 02

ED115 DEMOLITION LIGHTING PLAN - OVERALL

ED401 ENLARGED DEMO PLAN

ED601 DEMOLITION ONE-LINE DIAGRAM

ED610 PANEL SCHEDULES - DEMOLITION

ED611 PANEL SCHEDULES - DEMOLITION

ES101 SITE PLAN

EP110 FIRST FLOOR POWER PLAN - OVERALL

EP111 FIRST FLOOR POWER PLAN - SECTOR 01

EP112 FIRST FLOOR POWER PLAN - SECTOR 02

EL115 FIRST FLOOR LIGHTING PLAN - OVERALL

EL116 FIRST FLOOR LIGHTING PLAN - SECTOR 01

EL117 FIRST FLOOR LIGHTING PLAN - SECTOR 02

EG120 LIGHTNING PROTECTION PLAN

E-401 ENLARGED PLANS

E-501 DETAILS

E-502 DETAILS

E-601 ONE-LINE DIAGRAM

E-610 LIGHTING CONTROL MATRIX

E-620 PANEL SCHEDULES

E-630 LUMINAIRE SCHEDULE

E-631 CONNECTION SCHEDULES

TELECOMMUNICATIONS

T-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS

T-002 GENERAL NOTES, LEGEND AND ABBREVIATIONS

T-111 FLOOR PLAN - SECTOR 01

T-112 FLOOR PLAN - SECTOR 02

T-401 ENLARGED PLANS

T-501 DETAILS

T-502 DETAILS

T-503 DETAILS

T-504 DETAILS

T-601 RISER DIAGRAMS

SHEET LIST

SHEET # DRAWING INDEX

INTERIORS

I-111 FINISH FLOOR PLAN - SECTOR 01

I-112 FINISH FLOOR PLAN - SECTOR 02

I-501 SIGNAGE PLAN , SCHEDULE AND DETAILS

IF101 FURNITURE FLOOR PLAN - OVERALL

FIRE PROTECTION

F-001 FIRE ALARM / MASS NOTIFICATION GENERAL NOTES AND

SYMBOLS

F-011 FIRE SUPPRESSION GENERAL NOTES AND SYMBOLS

FD101 FIRE ALARM DEMOLITION PLAN - OVERALL

FD111 FIRE SUPPRESSION DEMOLITION PLAN - OVERALL

FD411 ENLARGED FIRE SUPPRESSION PLAN - DEMOLITION

F-101 PARTIAL FIRE ALARM/MASS NOTIFICATION - SECTOR 01

F-102 PARTIAL FIRE ALARM/MASS NOTIFICATION PLAN - SECTOR

F-103 OVERALL FIRE ALARM/MASS NOTIFICATION PLAN -

MEZZANINE

F-111 OVERALL FIRE SUPPRESSION ZONE PLAN

F-112 PARTIAL FIRE SUPPRESSION PLAN - SECTOR 01

F-113 PARTIAL FIRE SUPPRESSION PLAN - SECTOR 02

F-114 OVERALL FIRE SUPPRESSION PLAN - MEZZANINE

F-311 FIRE SUPPRESSION SECTIONS

F-411 ENLARGED FIRE SUPPRESSION PLAN - FIRE RISER ROOM

F-501 FIRE ALARM/MASS NOTIFICATION DETAILS

F-502 FIRE ALARM/MASS NOTIFICATION DETAILS

F-503 FIRE ALARM/MASS NOTIFICATION DETAILS

F-504 FIRE ALARM/MASS NOTIFICATION DETAILS

F-505 FIRE ALARM/MASS NOTIFICATION DETAILS

F-511 FIRE SUPPRESSION DETAILS

F-512 FIRE SUPPRESSION DETAILS

F-513 FIRE SUPPRESSION DETAILS

F-514 FIRE SUPPRESSION DETAILS

MECHANICAL

M-001 HVAC COVER SHEET

M-002 HVAC GENERAL NOTES

MD111 HVAC FIRST FLOOR DEMOLITION PLAN - SECTOR 01

MD112 HVAC FIRST FLOOR PLAN DEMOLITION PLAN - SECTOR 02

MD401 HVAC ENLARGED DEMO PLAN

M-111 HVAC FIRST FLOOR PLAN - SECTOR 01

MP111 HVAC FIRST FLOOR PIPING PLAN - SECTOR 01

M-112 HVAC FIRST FLOOR PLAN - SECTOR 02

MP112 HVAC FIRST FLOOR PIPING PLAN - SECTOR 02

M-120 HVAC ROOF PLAN

M-401 HVAC ENLARGED AND SECTION PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-701 HVAC HEATING HOT WATER P&ID

M-801 HVAC CONTROLS

M-802 HVAC CONTROLS

M-803 HVAC CONTROLS

M-804 HVAC CONTROLS

M-805 HVAC CONTROLS

M-806 HVAC CONTROLS

M-807 HVAC CONTROLS

M-808 HVAC CONTROLS

M-809 HVAC CONTROLS

M-810 HVAC CONTROLS

SHEET LIST

SHEET # DRAWING INDEX

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-004 BUILDING CODE COMPLIANCE SITE PLAN

G-005 LIFE SAFETY PLAN & CODE ANALYSIS NOTES

G-006 HAZARDOUS ZONES / CLASSIFICATIONS

G-007 CODE ANALYSIS

G-008 CODE ANALYSIS

CIVIL

C-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

C-002 B250 - SITE ACCESS PLAN

C-003 B250 - BORING LOCATIONS

C-004 B250 - BORING AND CONE TESTS

C-005 B250 - TEMPORARY TRAILER SITE PLAN

CD101 B250 - EXISTING CONDITIONS AND DEMOLITION

C-101 B250 - SITE PLAN

C-501 DETAILS SHEET - 1

C-502 DETAILS SHEET - 2

C-503 DETAILS SHEET - 3

C-504 DETAILS SHEET - 4

STRUCTURAL

S-001 GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 ABBREVIATIONS, LEGENDS & SYMBOLS

S-110 FLOOR PLAN - OVERALL

S-111 FLOOR PLAN - SECTOR 01

S-112 FLOOR PLAN - SECTOR 02

S-121 OVERALL ROOF FRAMING PLAN

S-122 ROOF FRAMING PLAN - SECTOR 01

S-123 ROOF FRAMING PLAN - SECTOR 02

S-501 DETAILS

S-520 TYPICAL STEEL DETAILS

S-530 TYPICAL METAL DECKING

ARCHITECTURE

A-001 ABBREVIATIONS, LEGENDS & SYMBOLS

A-002 ACCESSIBILITY STANDARDS

AD110 DEMOLITION PLAN - OVERALL

AD111 DEMOLITION PLAN - SECTOR 01

AD112 DEMOLITION PLAN - SECTOR 02

AD115 DEMOLITION REFLECTED CEILING PLAN - OVERALL

AD121 DEMOLITION ROOF PLAN - OVERALL

A-110 FLOOR PLAN - OVERALL

A-111 FLOOR PLAN - SECTOR 01

A-112 FLOOR PLAN - SECTOR 02

A-115 OVERALL REFLECTED CEILING PLAN

A-116 REFLECTED CEILING PLAN - SECTOR 01

A-117 REFLECTED CEILING PLAN - SECTOR 02

A-120 MECHANICAL EQUIPMENT DECK REFECTED CEILING PLAN

A-131 OVERALL ROOF PLAN

A-201 ELEVATIONS

A-450 ENLARGED FLOOR AND RELFECTED CEILING PLAN

A-451 ENLARGED FLOOR AND RELFECTED CEILING PLAN AND

INTERIOR ELEVATIONS

A-452 INTERIOR ELEVATIONS

A-453 INTERIOR ELEVATIONS

A-501 INTERIOR DETAILS

A-505 DOOR AND WINDOW DETAILS

A-515 CEILING DETAILS

A-520 EXTERIOR DETAILS

A-525 ROOF DETAILS

A-601 ROOM FINISH SCHEDULE

A-701 DOOR AND WINDOW SCHEDULE

A-800 WALL TYPES

R E

E T

FILENAME: D3250108_G-004_B250.dwg PLOT DATE: PLOT TIME: 8:01 AM

C H

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

Y O

P R

C T

H O

U T

W R

N A

O R

O F

C H

2M H

- H D

R J

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

C T

N O

. T Q

O R

N A

G U

E, O

D3250108

DWG

D . P

C O

D E

C O

C E

N D

. G

D . G

L M

. S

G-0041 B250 - BUILDING CODE SITE PLAN

GENERAL NOTES

A. SEE SHEET GI130 FOR APPLICABLE

CRITERIA, GENERAL NOTES, BUILDING

CODE ANALYSIS, AND LIFE SAFETY

ANALYSIS.

B. REFER TO ARCHITECTURAL PLANS FOR

BUILDING DIMENSIONS.

C. THERE IS A 33 FT STANDOFF DISTANCE

REQUIRED SINCE THE BUILDING IS

LOCATED WITHIN A SECURED PERIMETER.

D. DIMENSIONS ARE TO EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

FIRE DEPT. ACCESS

A. THE FACILITY MUST BE PROVIDED WITH AT

LEAST ONE MEANS OF ALL-WEATHER

GROUND ACCESS TO ALLOW EMERGENCY

VEHICLES UNIMPEDED ACCESS TO THE

FACILITY.

B. THE FIRE DEPARTMENT ACCESS MUST

TERMINATE NO FARTHER THAN 33 FEET

FROM AN EXTERIOR DOOR ACCESSIBLE

FOR FIRE DEPARTMENT INGRESS.

C. THE MINIMUM VERTICAL CLEARANCE SHALL

BE 13'-6".

D. THE MINIMUM WIDTH SHALL BE 20 FT.

E. DEAD-END FIRE DEPARTMENT ACCESS

ROADS IN EXCESS OF 150 FT IN LENGTH

SHALL BE PROVIDED WITH APPROVED

PROVISIONS FOR THE FIRE APPARATUS TO

TURN AROUND.

FIRE DEPT. MAIN

ENTRANCE

FIRE RISER ROOM

LOCATION

FIRE DEPT.

CONNECTION

33' ATFP STANDOFF

10' BUILDING

SEPARATION ZONE

BUILDING 250

FIRE PUMP HOUSE

5000 GAL. FUEL SPILL

CONTAINMENT TANK

-0

0 30 60 90

1" = 30'

HOSE LAY

36 FT

HOSE LAY

51 FT

HOSE LAY

88 FT

HOSE LAY

57 FT

-0

FIRE DEPARTMENT

ACCESS ROAD

(20' X 73')

SS S

S S

102B

102A

105104

BUSINESS (B)

STORAGE (S-1)

6' - 4 1/2"

18' - 9"

33' - 6"

8' - 3" 59' - 1" 11' - 2"

24 FT (CP)

52 FT (TD)

56 FT (CP)

41 FT (CP)

62 FT (TD)

T D

FEC FEC

TRAVEL DISTANCE FROM MOST

REMOTE POINT ON HANGAR

MECHANICAL EQUIPMENT DECK

TO EXIT ACCESS DOOR INTO

VESTIBULE 106 DOES NOT

EXCEED 75 FEET.

PER UFC 4-211-01 FIGURE 3-2

NOTE 6.

DIRECTION OF EXIT

1-HOUR FIRE-RATED BARRIER

OPENING PROTECTIVES (45 MIN.

DOORS, DAMPERS)

NON-RATED SMOKE PARTITION

EXIT OPENING OR EXIT DISCHARGE

CALCULATED NUMBER OF OCC PER

EXIT

TOTAL EXIT CAPACITY OF OPENING

FIRE EXTINGUISHER - SURFACE

MOUNTED

FIRE EXTINGUISHER CABINET

INDICATES START OF (CP) & (TD)

INDICATES END OF (CP)

INDICATES POINT OF EXIT

EXIT SIGN ( W/DIRECTIONAL

ARROW, DARKENED AREA

DENOTES LIGHTED FACE)

OUTLINE OF MECHANICAL DECK

ABOVE

XX FT

FEC

1 2 3 4 5 6

C H

A L L R

T S

R E

S E

R V

E D c

T H

O C

U M

E N

A N

D T

H E

I D

E A

S A

N D

D E

N S

I N

C O

R P

O R

A T

E D

H E

R E

A S

A N

I N

S T

R U

M E

N T

O F

P R

O F

E S

N A

L S

E R

H E

P R

O P

E R

H M

L A

N D

I S

N O

T T

O B

E U

S E

H O

L E

O R

I N

P A

R T

O R

A N

Y O

T H

E R

P R

O J E

C T

H O

U T

T H

E W

T E

N A

U T

H O

A T

R E

U S

E O

F D

O C

U M

E N

T S

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

D S

G N

D R

C H

K A

P V

A P

V D

B Y

R E

D A

T E

N O

PLOT DATE/TIME:

C H

H D

R J

P D

X A

N G

B A

S E

O R

E G

O N

N A

L G

U A

R D

A N

G P

R O

J E

C T

N O

Q K

A D

D A

L T

E R

E C

L E

B O

U L

E V

A R

D S

C O

R V

A L

R E

G O

E L

E (5

-3

-0

DWG

As indicated

BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P250_ARCH.rvt 2/6/2023 3:01:31 PM

T Y

P E

B -3

A L

FEBRUARY 2023

D3250108

G-005

R S

H E

E W

S U

M A

H A

N N

O N

D P

E A

R S

O N

E S

A F

E T

Y P

L A

C O

D E

A N

A L

Y S

O T

E S

G E

N E

R A

OCCUPANCY LEGEND

LIFE SAFETY LEGEND

3/32" = 1'-0" C1

LIFE SAFETY PLAN

RM # ROOM NAME AREA OCCUPANCY OLF OCC #

BUSINESS (B)

104 WOMENS LOCKERS 165 SF BUSINESS (B) 50 SF 4

105 WOMENS

RESTROOM/SHOWERS

123 SF BUSINESS (B) 150 SF 1

105B SHOWER 47 SF BUSINESS (B) 150 SF 1

106 VESTIBULE 84 SF BUSINESS (B) 150 SF 1

107 LAUNDRY 55 SF BUSINESS (B) 150 SF 1

108 (E) HALL 111 SF BUSINESS (B) 150 SF 1

109 MENS LOCKERS/SHOWERS 478 SF BUSINESS (B) 50 SF 10

110 MENS RESTROOM 197 SF BUSINESS (B) 150 SF 2

111 HALL 39 SF BUSINESS (B) 150 SF 1

113 BREAKROOM 447 SF BUSINESS (B) 150 SF 3

114 (E) ADMINISTRATION 227 SF BUSINESS (B) 150 SF 2

115 (E) HALL 218 SF BUSINESS (B) 150 SF 2

116 TR 107 SF BUSINESS (B) 150 SF 1

117 ADMINISTRATION 431 SF BUSINESS (B) 150 SF 3

120 DIRTY RESTROOM 39 SF BUSINESS (B) 150 SF 1

BUSINESS (B): 15 2767 SF 34

STORAGE (S-1)

101 (E) FUEL CELL HANGAR 7420 SF STORAGE (S-1) 500 SF 15

102A TANK MAINTENANCE 846 SF STORAGE (S-1) 500 SF 2

102B (E) TOOL ROOM 508 SF STORAGE (S-1) 500 SF 2

103 (E) MECHANICAL 326 SF STORAGE (S-1) 500 SF 1

112 STORAGE 144 SF STORAGE (S-1) 500 SF 1

118 (E) AIR COMPRESSOR 253 SF STORAGE (S-1) 500 SF 1

119 (E) BREATHING AIR 86 SF STORAGE (S-1) 500 SF 1

121 (E) WASH RACK 3871 SF STORAGE (S-1) 500 SF 8

STORAGE (S-1): 8

13455

STORAGE (S-1)

201 MECHANICAL DECK 614 SF STORAGE (S-1) 500 SF 2

STORAGE (S-1): 1 614 SF 2

TOTAL: 24

16836

OCCUPANCY TABLE

0 32'16' 64'

PLAN NORTH

D a te

R e v is io n

A A

J J

1 2 3 76

102B

102A

105104

180 33' - 6"

FEC FEC

TYP

1-HOUR FIRE-RATED BARRIER

OPENING PROTECTIVES (45 MIN.

DOORS, DAMPERS)

EXIT OPENING OR EXIT DISCHARGE

FIRE EXTINGUISHER - SURFACE

MOUNTED

FIRE EXTINGUISHER CABINET

EXIT SIGN ( W/DIRECTIONAL

ARROW, DARKENED AREA

DENOTES LIGHTED FACE)

FEC

CLASS 1 / DIVISION 2

UP TO 18" A.F.F

CLASS 1 / DIVISION 1

BELOW FLOOR LEVEL

CLASS 1 / DIVISION 2

FROM FLOOR TO CEILING

3 4

SCALE: 3/32" = 1'-0"

8'-0"0 16'-0" 24'-0" 32'-0"

PLAN

NORTH

1 2 3 4 5 6

C H

A L L R

T S

R E

S E

R V

E D c

T H

O C

U M

E N

A N

D T

H E

I D

E A

S A

N D

D E

N S

I N

C O

R P

O R

A T

E D

H E

R E

A S

A N

I N

S T

R U

M E

N T

O F

P R

O F

E S

N A

L S

E R

H E

P R

O P

E R

H M

L A

N D

I S

N O

T T

O B

E U

S E

H O

L E

O R

I N

P A

R T

O R

A N

Y O

T H

E R

P R

O J E

C T

H O

U T

T H

E W

T E

N A

U T

H O

A T

R E

U S

E O

F D

O C

U M

E N

T S

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

D S

G N

D R

C H

K A

P V

A P

V D

B Y

R E

D A

T E

N O

PLOT DATE/TIME:

C H

H D

R J

P D

X A

N G

B A

S E

O R

E G

O N

N A

L G

U A

R D

A N

G P

R O

J E

C T

N O

Q K

A D

D A

L T

E R

E C

L E

B O

U L

E V

A R

D S

C O

R V

A L

R E

G O

E L

E (5

-3

-0

DWG

GRAPHIC SCALE

SHEET KEYNOTES

LEGEND

KEYPLAN

As indicated

BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P250_ARCH.rvt 2/6/2023 3:01:33 PM

T Y

P E

B -3

A L

FEBRUARY 2023

D3250108

G-006

R S

H E

E W

S U

M A

H A

N N

O N

D P

E A

R S

O N

H A

Z A

R D

O U

S Z

O N

E S

L A

S S

A T

G E

N E

R A

3/32" = 1'-0"

HAZARDOUS ZONES / CLASSIFICATIONS

1 EXISTING TRENCH DRAIN

FUEL CELL / CORROSION CONTROL HANGAR (250) - IBC SUMMARY

APPLICABLE CODES AND STANDARDS

UFC 1-200-01 - DoD BUILDING CODE

UFC 3-600-01 - FIRE PROTECTION ENGINEERING FOR FACILITIES

UFC 4-010-01 - DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

UFC 4-010-06 - CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEMS

UFC 4-021-01 - DESIGN AND O&M: MASS NOTIFICATION SYSTEMS

UFC 4-211-01 - AIRCRAFT MAINTENANCE HANGARS

NFPA 1 - FIRE CODE

NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

NFPA 24 - STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES

NFPA 70 - NATIONAL ELECTRICAL CODE

NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE

NFPA 80 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

NFPA 90A - STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS

NFPA 101 - LIFE SAFETY CODE (LSC)

NFPA 220 - STANDARD ON TYPES OF BUILDING CONSTRUCTION

NFPA 291 - RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

NFPA 409 - STANDARD ON AIRCRAFT HANGARS

INTERNATIONAL BUILDING CODE (IBC)

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

ANGETL 15-01-03 - FIRE PROTECTION DESIGN GUIDE

BUILDING AREA

BUILDING AREA IN ACCORDANCE WITH IBC AND LSC:

BUILDING AREA

17,590 FT2

IBC OCCUPANCY CLASSIFICATION

NON-SEPARATED MIXED USE OCCUPANCY IN ACCORDANCE WITH IBC §508.3

FIRST FLOOR

GROUP B, BUSINESS

GROUP S-1, MODERATE-HAZARD STORAGE

SMALL ASSEMBLY SPACES WITH OCCUPANT LOADS LESS THAN 50 PERSONS AND ACCESSORY TO THE MAIN OCCUPANCY OR ROOMS/SPACES LESS THAN 750 SF IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY ARE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THE ASSOCIATED OCCUPANCY IN ACCORDANCE WITH IBC §303.1.2. ROOMS OR SPACES USED FOR STORAGE PURPOSES THAT ARE ACCESSORY TO ANOTHER OCCUPANCY ARE CLASSIFIED AS PART OF THAT OCCUPANCY IN ACCORDANCE WITH IBC §311.1.1.

TYPE OF CONSTRUCTION

TYPE IIB UNLIMITED - IBC TABLE 601

TYPE II (0,0,0) - NFPA 220 AND UFC 3-600-01 APPENDIX D

FIRE-RESISTANCE RATING REQUIREMENTS

PRIMARY STRUCTURAL FRAME

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

WALLS

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NONBEARING WALLS

(X > 10 FT, BASED ON FIRE SEPARATION DISTANCE)

REQUIREMENT

0 HOUR

REFERENCE

IBC TABLE 601

IBC TABLE 602

BUILDING HEIGHT AND AREA

BUILDING HEIGHT (NO. OF STORIES):

BUILDING HEIGHT (FT):

BUILDING AREA (SF)

ALLOWABLE

70,000

ACTUAL

32 FT

17,590 FT2

BUILDING SEPARATION AND EXPOSURE PROTECTION

A MINIMUM FIRE SEPARATION DISTANCE OF 30 FEET IS PROVIDED ON ALL SIDES OF THE BUILDING IN ACCORDANCE WITH IBC TABLE 602. FIRE-

RESISTANCE RATING OF EXTERIOR WALLS IS NOT REQUIRED.

FACILITY IS CONSIDERED A NON-SEPARATED MIXED USE FACILITY. OCCUPANCY SEPARATION IS NOT REQUIRED NOR PROVIDED. SPACES ARE INDIVIDUALLY CLASSIFIED AND THE ALLOWABLE AREA, HEIGHT, AND NUMBER OF STORIES IS BASED ON THE MOST RESTRICTIVE ALLOWANCES

FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION.

OCCUPANCY SEPARATION

EDITION

CHANGE 1, 1 OCTOBER 2020

CHANGE 6, 6 MAY 2021

CHANGE 2, 30 JULY 2022

CHANGE 1, 18 JANUARY 2017

CHANGE 1, 01 JANUARY 2010

CHANGE 3, 20 APRIL 2021

1 MAY 2015

WATER FOR FIRE FLOWS WILL BE PROVIDED BY THE EXISTING WATER DISTRIBUTION SYSTEM. IN ACCORDANCE WITH UFC 3-600-01 §9-2.1; SINCE THE BUILDING IS FULLY PROTECTED BY AUTOMATIC WET PIPE FIRE SPRINKLER SYSTEMS THE FIRE FLOW MUST BE IN ACCORDANCE WITH NFPA 1 OR 1,000 GPM AT 20 PSI WHICHEVER IS GREATER. NFPA 1 §18.4.5.3.1 REQUIRES FIRE FLOWS TO BE IN ACCORDANCE WITH TABLE 18.4.5.2.1. THE FACILITY IS 17,590 FT² IN AREA AND TYPE II (0,0,0) CONSTRUCTION. THE REQUIRED FIRE FLOW IS 3,500 GPM FOR A DURATION OF 4 HOURS. NFPA 1 §18.4.5.3.2 PERMITS A 75% REDUCTION IN THE REQUIRED FIRE FLOW WHEN THE FACILITY IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM.

3,500 GPM X 25% = 875 GPM

BASED ON THE FIRE HYDRANT FLOW TEST DATA (RE:F-011) THE DOMESTIC WATER DISTRIBUTION SYSTEM IS CAPABLE OF SUPPLYING THE REQUIRED FIRE

FLOW.

FIRE FLOWS

WATER FOR THE FIRE PROTECTION SYSTEMS WILL BE PROVIDED BY THE EXISTING SITE WATER DISTRIBUTION SYSTEM.

FIRE WATER SUPPLY

FOUR FIRE HYDRANTS ARE LOCATED AROUND THE PERIMETER OF THE FACILITY AND SPACED AT INTERVALS NOT EXCEEDING 300 FEET. EACH FIRE HYDRANT IS WITHIN 100 FEET. OF THE CORNER OF THE FACILITY. WHERE FIRE HYDRANTS ARE WITHIN 25 FEET OF AIRFIELD PAVEMENT, THEY WILL EXTEND NO HIGHER THAN 700 MM ABOVE THE GROUND. THE FIRE DEPARTMENT CONNECTION IS WALL-MOUNTED. A POST-INDICATING VALVE IS PROVIDED ON THE INCOMING FIRE WATER SERVICE LINE TO THE FIRE RISER ROOM. FIRE DEPARTMENT VEHICLE ACCESS WILL EXTEND TO WITHIN 30 FEET OF THE BUILDING, WITHIN 30 FEET OF AN EXTERIOR DOOR TO THE BUILDING AND WILL BE LOCATED A MAXIMUM OF 150 FEET FROM ANY FIRE DEPARTMENT CONNECTION. DIMENSIONS OF FIRE

LANES AND TURNAROUNDS WILL COMPLY WITH NFPA 1 PER UFC 3-600-01.

FIRE HYDRANTS, POST INDICATING VALVES, FIRE DEPARTMENT CONNECTIONS, FIRE DEPARTMENT ACCESS

A STANDPIPE SYSTEM IS NOT REQUIRED SINCE THE FACILITY IS LESS THAN FOUR STORIES IN HEIGHT AND ALL PORTIONS OF THE FACILITY CAN BE

REACHED FROM AN EXTERIOR DOOR IN LESS THAN 400 FEET.

STANDPIPE SYSTEM

UFC 3-600-01 §9-17.1 REQUIRES GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES REQUIRED BY NFPA 101. NFPA 101 CHAPTER 38.3.5 REQUIRES PORTABLE FIRE EXTINGUISHERS IN EVERY BUSINESS OCCUPANCY. GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS ARE PROVIDED THROUGHOUT THE BUSINESS OCCUPANCIES IN THE FACILITY, INSTALLED AND SIZED IN ACCORDANCE WITH NFPA 10.

PORTABLE FIRE EXTINGUISHERS

FACILITY IS EQUIPPED WITH A COMBINATION FIRE ALARM/MASS NOTIFICATION SYSTEM SINCE THE FACILITY IS EQUIPPED WITH AN AUTOMATIC SUPPRESSION SYSTEM AND WILL BE REGULARLY OCCUPIED BY MORE THAN 11 DoD PERSONNEL. FIRE ALARM/MASS NOTFICATION SYSTEM IS DESIGNED ACCORDANCE WITH UFC 4-021-01 AND UFC 3-600-01. FIRE ALARM AND MASS NOTIFICATION SYSTEMS WILL COMMUNICATE WITH THE BASE REPORTING STATION. THE MAIN FIRE ALARM CONTROL PANEL IS LOCATED IN ROOM 115 (REFER TO FIRE ALARM SHEETS FOR MORE INFORMATION).

FIRE ALARM AND MASS NOTIFICATION SYSTEMS

AN ACTIVE SMOKE CONTROL SYSTEM IS NOT REQUIRED.

SMOKE MANAGEMENT OR CONTROL METHODS

PROVIDED

0 HOUR

IBC OCCUPANCY CLASSIFICATION

IN ACCORDANCE WITH UFC 3-600-01 §3-2.1.2, IBC IS USED TO DETERMINE THE OCCUPANCY CLASSIFICATION AS IT RELATES TO ALLOWABLE CONSTRUCTION TYPE, BUILDING HEIGHT, BUILDING AREA, BUILDING SEPARATION DISTANCE, AND ALL ASSOCIATED REQUIREMENTS.

1 2 3 4 5 6

C H

A L

L R

T S

R E

S E

R V

E D c

T H

O C

U M

E N

A N

D T

H E

I D

E A

S A

N D

D E

N S

I N

C O

R P

O R

A T

E D

H E

R E

A S

A N

I N

S T

R U

M E

N T

O F

P R

O F

E S

N A

L S

E R

H E

P R

O P

E R

M H

A N

D I

S N

O T

T O

B E

U S

E D

W H

O L

E O

R I

N P

A R

F O

R A

N Y

O T

H E

R P

R O

J E

C T

H O

U T

T H

E W

T E

N A

U T

H O

A T

M H

R E

U S

E O

F D

O C

U M

E N

T S

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

D S

G N

D R

C H

K A

P V

A P

V D

B Y

R E

D A

T E

N O

PLOT DATE/TIME:

C H

H D

R J

P D

X A

N G

B A

S E

O R

E G

O N

N A

L G

U A

R D

A N

G P

R O

J E

C T

N O

Q K

A D

D A

L T

E R

E C

L E

B O

U L

E V

A R

D S

C O

R V

A L

R E

G O

E L

E (5

-3

-0

DWG

12" = 1'-0"

BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P250_FPRO.rvt 2/4/2023 1:22:34 PM

T Y

P E

B -3

A L

08/04/22

D3250108

G-007

B B

U S

S E

U S

J C

A M

P B

E L L

D P

E A

R S

O N

C O

D E

A N

A L Y

LEVEL COMPONENTS AND RAMPS 0.2 NFPA 101 §7.3.3.1

LOCKS, LATCHES, AND ALARM DEVICES

THE HARDWARE FOR EGRESS-SIDE OCCUPANT RELEASE WILL HAVE AN ELECTRIC LOCK

AFFIXED TO THE DOOR LEAF.

DOOR HARDWARE WILL HAVE AN OBVIOUS METHOD OF OPERATION THAT IS READILY OPERATED

UNDER ALL LIGHTING CONDITIONS.

THE HARDWARE WILL BE CAPABLE OF BEING OPERATED WITH ONE HAND.

OPERATION OF THE HARDWARE WILL DIRECTLY INTERRUPT THE POWER SUPPLY TO THE

ELECTRIC LOCK AND UNLOCK THE DOOR ASSEMBLY IN THE DIRECTION OF EGRESS.

LOSS OF POWER TO THE LISTED RELEASING HARDWARE WILL AUTOMATICALLY UNLOCK THE

DOOR ASSEMBLY IN THE DIRECTION OF EGRESS.

NFPA 101 §7.2.1.6

BUSINESS

STORAGE

NFPA 101 TABLE A.7.6

ILLUMINATION OF THE MEANS OF EGRESS WILL BE PROVIDED WITHIN THE EXIT ACCESS AND EXIT DISCHARGE. THE EXIT ACCESS WILL INCLUDE ONLY STAIRS, CORRIDORS, AND AISLES LEADING TO AN EXIT. THE EXIT DISCHARGE WILL INCLUDE

STAIRS, AISLES, CORRIDORS, AND WALKWAYS LEADING TO A PUBLIC WAY.

FLOORS AND WALKING SURFACES WITHIN AN EXIT AND WITHIN PORTIONS OF THE EXIT ACCESS AND EXIT DISCHARGE WILL BE

ILLUMINATED AS FOLLOWS:

DURING CONDITIONS OF STAIR USE (MEASURED AT WALKING SURFACE): 10 FT-CANDLES

FLOORS AND WALKING SURFACES (MEASURE AT THE FLOOR): 1 FT-CANDLE

FAILURE OF ANY SINGLE LIGHTING UNIT WILL NOT RESULT IN ILLUMINATION LEVEL OF LESS THAN 0.2 FT-CANDLE IN ANY

DESIGNATED AREA.

NFPA 101 §7.8.1.1

NFPA 101 §7.8.1.3

NFPA 101 §7.8.1.4

EMERGENCY LIGHTING WITHIN THE MEANS OF EGRESS WILL BE PROVIDED WITHIN THE EXIT ACCESS AND EXIT DISCHARGE.

THE EXIT ACCESS WIL INCLUDE ONLY CORRIDORS, AND AISLES LEADING TO AN EXIT. THE EXIT DISCHARGE WILL INCLUDE

STAIRS, AISLES, CORRIDORS, AND WALKWAYS LEADING TO A PUBLIC WAY

EMERGENCY LIGHTING WILL BE PROVIDED FOR A MINIMUM OF 1-1/2 HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING

EMERGENCY LIGHTING WILL PROVIDE AN INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FT-CANDLE AND, AT ANY POINT, NOT LESS THAN 0.1 FT-CANDLE, MEASURED ALONG THE MEANS OF EGRESS AT FLOOR LEVEL.

NFPA 101 §7.9.1.2

NFPA 101 §7.9.2.1

NFPA 101 §7.9.2.1.1

EXITS WILL BE MARKED BY AN APPROVED EXIT SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EXIT ACCESS, OTHER

THAN MAIN EXTERIOR EXIT DOORS THAT ARE CLEARLY IDENTIFIABLE AS EXITS.

EXIT SIGNS WILL BE PLACED SO THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS IN EXCESS OF 100 FT. OR THE RATED

VIEWING DISTANCE OF THE SIGN.

NFPA 101 §7.10.1.2.1

NFPA 101 §7.10.1.5.2

MEANS OF EGRESS CAPACITY CAPACITY FACTOR (IN/PERSON) REFERENCE

MEANS OF EGRESS COMPONENTS CODE REFERENCE

EXIT ACCESS AND ARRANGEMENT

OF MEANS OF EGRESS

COMMON PATH LIMIT DEAD-END LIMIT TRAVEL DISTANCE LIMIT REFERENCE

ILLUMINATION OF MEANS OF EGRESS REFERENCE

EMERGENCY LIGHTING WITHIN THE MEANS OF EGRESS REFERENCE

MARKING OF THE MEANS OF EGRESS REFERENCE

FUEL CELL / CORROSION CONTROL HANGAR (250) - LSC SUMMARY

MULTIPLE MIXED OCCUPANCY IN ACCORDANCE WITH LSC §6.1.14.2.2

FIRST FLOOR

BUSINESS

STORAGE

ORDINARY HAZARD CONTENTS

NFPA 101 §6.2.2.3

1-HOUR FIRE BARRIERS 45 MINUTE NFPA 101 TABLE 8.3.3.2

BUSINESS

STORAGE

CLASS A OR B

CLASS A, B, OR C

NFPA 101 TABLE A.10.2.2

ASSEMBLY USE

BUSINESS

STORAGE

MECHANICAL/ELECTRICAL EQUIPMENT

AIRCRAFT HANGARS

15 NET

150 GROSS

500 GROSS

NFPA 101 TABLE 7.3.1.2

UFC 3-600-01 TABLE 10-1

LSC OCCUPANCY CLASSIFICATION

CLASSIFICATION OF HAZARD OF CONTENTS

REFERENCE

OPENING PROTECTION FOR FIRE-RESISTANCE RATED CONSTRUCTION REQUIREMENT REFERENCE

MINIMUM REQUIRED INTERIOR FINISH OCCUPANCY EXITS EXIT ACCESS CORRIDORS OTHER SPACES REFERENCE

OCCUPANT LOAD FACTORS OCCUPANT LOAD FACTOR (M2/PERSON) REFERENCE

THE MINIMUM REQUIRED SEPARATION DISTANCE BETWEEN TWO REQUIRED EXITS, EXIT ACCESSES, AND EXIT DISCHARGES IS NOT LESS THAN 1/3 THE LENGTH OF THE MAXIMUM DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

MINIMUM NUMBER OF REQUIRED EXITS/SEPARATION

NFPA 101 §7.5.1.3.3

REFERENCE

DOORS

THE MINIMUM DOOR CLEAR WIDTH REQUIRED IS 32 IN.

SIDE HINGED DOORS WILL SWING IN THE DIRECTION OF EGRESS WHEN SERVING AN OCCUPANT

LOAD OF GREATER THAN 50 PERSONS.

DOORS OPENING INTO A PATH OF EGRESS WILL NOT REDUCE THE REQUIRED WIDTH TO LESS

THAN 1/2 THE REQUIRED MINIMUM WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, OR LANDING

DURING THE COURSE OF TRAVEL. WHEN FULLY OPENED THE DOOR WILL HAVE NO MORE THAN 7

IN. OF PROJECTION INTO THE REQUIRED WIDTH.

DOORS WILL BE READILY OPENED FROM THE EGRESS SIDE WHENEVER THE BUILDING IS

OCCUPIED AND NOT REQUIRE A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT TO OPERATE.

DOORS SERVING HANGAR BAYS WILL BE EQUIPPED WITH PANIC HARDWARE AND SWING IN THE

DIRECTION EGRESS TRAVEL.

NFPA 101 §7.2.1.2.3.2

NFPA 101 §7.2.1.4.2

NFPA 101 §7.2.1.4.3

NFPA 101 §7.2.1.5

UFC 4-211-01 §3-3.1.9

FUEL CELL HANGAR 101

WASH RACK 121

BUSINESS OCCUPANCIES FROM STORAGE OCCUPANCIES

1 HOUR

SMOKE PARTITION

UFC 4-211-01 §3-3.1.3

NFPA 101 §38.3.2.1 & §8.7.1.2

FIRE-RESISTANCE RATED CONSTRUCTION REQUIREMENT REFERENCE

1 HOUR

SMOKE PARTITION

PROVIDED

45 MINUTE

PROVIDED

HANGAR BAY UFC 4-211-01 FIGURE 3-2 NOTES 3 & 4

UFC 4-211-01 FIGURE 3-2 NOTE 7

UFC 4-211-01 FIGURE 3-2 NOTES 2 & 5

TRAVEL DISTANCE REQUIREMENTS WITHIN THE HANGAR BAY DO NOT APPLY.

TRAVEL DISTANCES FROM THE HANGAR BAY BEGIN AT THE HANGAR BAY DOOR.

EXIT OR EXIT ACCESS DOORS ARE PROVIDED ALONG THE HANGAR BAY

PERIMETER AT A MAXIMUM INTERVAL OF 150 FEET. EXIT OR EXIT ACCESS DOORS

ARE PROVIDED WITHIN 20 FEET OF THE HANGAR BAY DOOR OPENING.

IN ACCORDANCE WITH UFC 3-600-01 §3-3.1.1, NFPA 101 IS USED TO DETERMINE OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), MEANS OF EGRESS, INTERIOR FINISH, FEATURES OF FIRE PROTECTION (INCLUDING VERTICAL OPENINGS), AND ASSOCIATED REQUIREMENTS.

LSC APPLICATION

HANGAR MECHANICAL

EQUIPMENT DECK

UFC 4-211-01 FIGURE 3-2 NOTE 6TRAVEL DISTANCE FROM THE MOST REMOTE LOCATION ON THE MEZZANINE TO AN

EXIT OR EXIT ACCESS WILL NOT EXCEED 75 FEET.

1 2 3 4 5 6

C H

A L

L R

T S

R E

S E

R V

E D c

T H

O C

U M

E N

A N

D T

H E

I D

E A

S A

N D

D E

N S

I N

C O

R P

O R

A T

E D

H E

R E

A S

A N

I N

S T

R U

M E

N T

O F

P R

O F

E S

N A

L S

E R

H E

P R

O P

E R

M H

A N

D I

S N

O T

T O

B E

U S

E D

W H

O L

E O

R I

N P

A R

F O

R A

N Y

O T

H E

R P

R O

J E

C T

H O

U T

T H

E W

T E

N A

U T

H O

A T

M H

R E

U S

E O

F D

O C

U M

E N

T S

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

D S

G N

D R

C H

K A

P V

A P

V D

B Y

R E

D A

T E

N O

PLOT DATE/TIME:

C H

H D

R J

P D

X A

N G

B A

S E

O R

E G

O N

N A

L G

U A

R D

A N

G P

R O

J E

C T

N O

Q K

A D

D A

L T

E R

E C

L E

B O

U L

E V

A R

D S

C O

R V

A L

R E

G O

E L

E (5

-3

-0

DWG

12" = 1'-0"

BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P250_FPRO.rvt 2/4/2023 1:22:34 PM

T Y

P E

B -3

A L

08/04/22

D3250108

G-008

B B

U S

S E

U S

J C

A M

P B

E L L

D P

E A

R S

O N

C O

D E

A N

A L Y

N O

S, L

S, AN

D A

N S

D . G

L D

. G

M . S

C-001

AS SHOWN

FILENAME: D3250108_C-001_B250.dwg PLOT DATE: PLOT TIME: 11:56 AM

C H

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

Y O

P R

C T

H O

U T

W R

N A

O R

O F

C H

2M H

- H D

R J

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

C T

N O

. T Q

O R

N A

G U

E, O

D3250108

DWG

D . P

GENERAL YARD PIPING AND UTILITIES NOTES:

EROSION CONTROL LEGEND

COVER PRACTICES SYMBOL

SILT FENCE

EXISTING THIS CONTRACT

INDICATOR POST VALVE

FLEXIBLE COUPLING

PIPING LEGEND

PIPING < 30" DIAMETER

EXISTING PIPE TO BE ABANDONED

EXISTING PIPE TO BE REMOVED

NON-FREEZE HOSE VALVE (V-X)

X = NO. IN SPECIFICATIONS

NON-FREEZE HOSE VALVE WITH HOSE RACK (V-X)

X = NO. IN SPECIFICATIONS

GATE VALVE AND VALVE BOX

BUTTERFLY VALVE AND VALVE BOX

PLUG VALVE AND VALVE BOX

90° ELBOW UP

90° ELBOW DOWN

CONCENTRIC REDUCER

CAP OR PLUG

NOMINAL PIPE DIAMETER

8" PE8" PE

PIPE USE IDENTIFICATION

CLEANOUT

FIRE HYDRANT

EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND BASE UTILITY CAD FILES.

CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION.

PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.

EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED.

BEND < 90° UP

BEND < 90° DOWN

CONSTRUCTION ENTRANCE

GENERAL SITE NOTES:

PIPING 30" DIAMETER

FIBER ROLL

CIVIL LEGEND

SPOT ELEVATION

CONTOUR LINE

DRAINAGEWAY OR DITCH

158.5157.7

155 155

EMBANKMENT AND SLOPE3:1

MANHOLE

UTILITY POLE

SURVEY CONTROL POINT OR

POINT OF INTERSECTION

STRUCTURE, BUILDING OR FACILITY

LOCATION POINT - COORDINATES

N 1000.00 E 1000.00

BRUSH/TREE LINE

FIRE HYDRANT

STRUCTURE, BUILDING OR FACILITYOR

ASPHALT CONCRETE PAVEMENT

GRAVEL SURFACING

DEMOLITIONOROR

CHAIN LINK FENCE

CATCH BASIN OR INLET

ELECTRICAL MANHOLE

ELECTRIC HANDHOLE

BENCH MARK

BORING LOCATION AND NUMBER

CONCRETE PAVEMENT

B-1

THIS CONTRACTEXISTING

CB CB

D S

ABBREVIATIONS

SOURCE OF PLANIMETRICS SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY OREGON AIR NATIONAL GUARD. ADDITIONAL MAPPING HAS BEEN ADDED FROM AS-BUILT DATA AND FROM THE ORIGINAL CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION. TOPOGRAPHIC SURVEY PERFORMED BY

JACOBS ON 8 SEPTEMBER 2021.

EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED.

NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

HORIZONTAL DATUM: LOCAL DATUM.

UNIT OF MEASURE: INTERNATIONAL FEET.

VERTICAL DATUM: LOCAL DATUM.

MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY 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.

PROVIDE STAGING AREA FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ON-SITE STORAGE OF MATERIALS. REMOVE TEMPORARY FACILITIES AND RESTORE SURFACE AT COMPLETION OF

CONSTRUCTION PRIOR TO FINAL ACCEPTANCE

PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY OF THE STAGING AREA AND BUILDING

AT ALL TIMES.

ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE MUST BE COVERED WITH GRASS.

IMPLEMENT AND MAINTAIN EROSION CONTROL DEVICES DURING CONSTRUCTION.

TAKE ALL OTHER MEASURES AND IMPLEMENT (BMPS) TO POSITIVELY PRECLUDE ERODED MATERIALS

FROM LEAVING THE SITE.

CONTACT THE GOVERNMENT AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR

EXISTING GOVERNMENT FACILITIES.

USED MATERIAL, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON GOVERNMENT FACILITIES.

ALL CONSTRUCTION MUST BE IN CONFORMANCE WITH THESE PLANS, PROJECT SPECIFICATIONS AND

GOVERNMENT SPECIFICATIONS.

ALL CAST-IN-PLACE CONCRETE STRUCTURES MUST BE FORMED INSIDE AND OUT AND CONCRETE VIBRATED SUFFICIENTLY TO PROVIDE FOR SMOOTH SURFACED WALLS/FLOORS WITHOUT VOIDS AND HONEYCOMBS.

GOVERNMENT MUST INSPECT ALL WORK PHASES ON CONCRETE FACILITIES FOR CONFORMANCE TO GOVERNMENT SPECIFICATIONS. REINFORCING MUST NOT BE ENCASED IN CONCRETE WITHOUT PRIOR GOVERNMENT INSPECTIONS. LIKEWISE, CONCRETE MUST NOT BE COVERED WITH EARTH PRIOR TO

GOVERNMENT INSPECTION.

CONCRETE DESIGN MIX MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. ALL CONCRETE MUST HAVE A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI UNLESS OTHERWISE SPECIFIED.

ALL NUTS, BOLTS, AND WASHERS USED TO SECURE UNDERGROUND FITTINGS MUST BE STAINLESS STEEL.

AFTER INSTALLATION, ALL STEEL HARDWARE MUST BE COATED WITH A RUST PREVENTATIVE, WRAPPED WITH 4

MIL POLYETHYLENE SHEETING, AND SECURE WITH PVC TAPE.

THRUST RESTRAINTS TO BE PROVIDED AT ALL PIPELINE BENDS, WHETHER OR NOT SHOWN ON THE PLANS.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY LAWS OF

THE STATE OF OREGON AND OSHA/EM 385-1-1 STANDARDS.

TRENCH BACKFILL AND RESERVOIR EMBANKMENTS MUST BE COMPACTED IN ACCORDANCE WITH THE

SPECIFICATIONS AND THE GEOTECHNICAL REPORT CONTAINED IN THE SPECIFICATIONS.

REPAIR ALL PIPELINE CRACKS, WHICH DEVELOP DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING

EXISTING FACILITIES.

REMOVE ALL EXCESS MATERIAL AND/OR DEBRIS UPON COMPLETION OF INSTALLATION.

PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

ABDN ABANDONED

A/T ANTI TERRORISM FORCE

PROTECTION

BFP BACKFLOW PREVENTER

CF CUBIC FEET

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

CU COMMUNICATIONS

CY CUBIC YARD

DEMO DEMOLISH

DOR DESIGNER OF RECORD

DWG DRAWING

(E), EXIST

(UNDERGROUND)

EG EXISTING GRADE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EU ELECTRICAL

(UNDERGROUND)

FDC FIRE DEPARTMENT

CONNECTION

FF FINISH FLOOR

FG FINISH GRADE

FL FLOW LINE

FS FINSH SURFACE

FT FEET

FW FIRE WATER

G GAS (NATURAL)

IRR IRRIGATION

L LENGTH

LS LANDSCAPE

MPH MILES PER HOUR

(N) NEW

NAVD NORTH AMERICAN

VERTICAL DATUM

NO NUMBER

NTS NOT TO SCALE

OH OVERHEAD

OSHA OCCUPANTIONAL SAFETY

OWS OIL WATER SEPARATOR

PE POLYETHYLENE

PIV POST INDICATOR VALVE

POC POINT OF CONNECTION

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE

PIPE

SD STORM DRAIN

SF SQUARE FEET

SM SEWER MANHOLE

SQ SQUARE

SS SANITARY SEWER

STA STATION

STD STANDARD

STRUCT STRUCTURE

TC TOP OF CURB

TYP TYPICAL

UG UNDERGROUND

W WATER

AND HEALTH ADMIN

PSI POUNDS PER SQUARE

INCH

BMP BEST MANAGEMENT

PRACTICE

GAL GALLON

AUX AUXILIARY

ESC EROSION AND SEDIMENT

CONTROL

EXISTING

IE INVERT ELEVATION

DI, DIP DUCTILE IRON PIPE

GB GRADE BREAK

PVMT PAVEMENT

ID INSIDE DIAMETER

HDPE HIGH DENSITY PE

FILENAME: D3250108_C-004_B250.dwg PLOT DATE: PLOT TIME: 11:56 AM

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

Y O

P R

C T

H O

U T

W R

N A

O R

O F

C H

2M H

- H D

R J

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

C T

N O

. T Q

O R

N A

G U

E, O

D3250108

DWG

D . P

G A

N D

C O

N E

D . G

L M

. S

C-004

PP&LPDX PWR

XXX

XXXXXXX XXXX

XXXXXX XXX

G G

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

FILENAME: D3250108_CD101_B250.dwg PLOT DATE: PLOT TIME: 1:09 PM

C H

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

Y O

P R

C T

H O

U T

W R

N A

O R

O F

C H

2M H

- H D

R J

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

C T

N O

. T Q

O R

N A

G U

E, O

D3250108

DWG

D . P

SHEET KEYNOTES

1. 33 FT A/T UNOBSTRUCTED SPACE.

2. ADJUST (E) DIVERTER VALVE SYSTEM PER

DETAIL 2 ON SHEET C-504. PROTECT IN

PLACE (E) MANHOLE.

3. PROTECT IN PLACE (E) CONCRETE VAULT

STRUCTURE.

4. PROTECT IN PLACE (E) DIVERTER VALVE

SYSTEM AND ADJUST PER SHEET C-101.

5. DEMOLISH (E) SIDEWALK.

6. EXCAVATE AND PREP AREA FOR 5000 GAL

UNDERGROUND STORAGE TANK.

7. POTHOLE AND LOCATE EXISTING UTILITY

AND DEPTH AT CROSSINGS AND POCS.

8. DEMOLISH AND REMOVE SEWER BY PASS.

PLUG AND SEAL CONNECTION TO (E)

MANHOLE.

9. TRENCH AND REMOVE EXISTING SURFACE.

EXISTING CONCRETE PAVEMENT MUST BE

SAWCUT AND NEATLY REMOVED.

10. DEMOLISH AND REMOVE (E) 2000-GAL OIL

WATER SEPARATOR. PROTECT EXISTING

PIPING AND CONNECTIONS.

11. DEMOLISH AND REMOVE (E) 1000 GAL.

CONTAMINATION STORAGE TANK.

12. DEMOLISH AND REMOVE (E) 750 GAL.

CONTAMINATION TANK INSIDE VAULT.

13. DEMOLISH AND REMOVE (E) 550-GAL OIL

WATER SEPARATOR INSIDE VAULT. PROTECT

EXISTING PIPING AND CONNECTIONS.

14. DEMOLISH AND REMOVE (E) ROOF DRAIN

AND REROUTE PER SHEET C-101.

0 20 40 60

1"=20'

G C

O N

S A

N D

. G

D . G

L M

. S

CD1011 B250 - SITE DEMO PLAN

BUILDING 250

GRASS

GENERAL NOTES

A. HANGAR BAYS ARE CONSIDERED LOW

OCCUPANCY FOR A/T UNOBSTRUCTED

SPACE.

B. PROTECT IN PLACE EXISTING

INFRASTRUCTURE OUTSIDE SCOPE OF

WORK. ANY DAMAGE MUST BE REPAIRED

TO MATCH EXISTING CONDITIONS OR

BETTER.

C. VERIFY LOCATION OF EXISTING UTILITIES

PRIOR TO DEMOLITION. ALL EXISTING

UTILITIES MUST BE PROTECTED IN PLACE

UNLESS OTHERWISE NOTED.

D. ALL WASTE AND REMOVED MATERIAL

GENERATED MUST BE REMOVED OFF-BASE

UNLESS INDICATED OTHERWISE WITHIN

THE DRAWINGS.

E. UPON COMPLETION OF WORK, RESTABILIZE

AND RECOMPACT SURROUNDING PROJECT

SITE AREA AND PAVEMENTS DISTURBED BY

CONSTRUCTION ACTIVITIES TO A MINIMUM

OF 95% COMPACTION. REPLANT GRASS OR

PROVIDE APPROPRIATE SURFACING TO

MATCH THE EXISTING CONDITION OF THE

SURROUNDING SURFACES.

F. UTILITIES MUST NOT BE ABANDONED IN

PLACE UNDERNEATH OR WITHIN 10 FEET

OF ANY NEW FACILITY FOOTPRINT OR

FOUNDATION.

G. EXISTING ABANDONED PIPING SHOWN ON

DRAWINGS IN THE PROJECT LIMITS SHALL

BE REMOVED. THE EXISTENCE, SIZE

AND/OR LOCATION OF UTILITIES ARE NOT

GUARANTEED BY THE SURVEYS PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR

VERIFYING THE LOCATION OF ALL UTILITIES

PRIOR TO CONSTRUCTION.

H. REMOVE EXISTING UTILITY STRUCTURES

TO 3 FEET BELOW EXISTING OR NEW

ADJACENT GRADE, WHICHEVER IS

GREATER.

STORAGE

S H

- 1

D . G

L D

. G

M . S

C-501

AS SHOWN

FILENAME: D3250108_C-501_B250.dwg PLOT DATE: PLOT TIME: 12:02 PM

C H

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

Y O

P R

C T

H O

U T

W R

N A

O R

O F

C H

2M H

- H D

R J

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

C T

N O

. T Q

O R

N A

G U

E, O

D3250108

DWG

D . P

3000 PSI

CONCRETE

FINISHED

GRADECAST IRON ROUND

HEAD BOX

CONCRETE COLLAR

RISING STEM

CAST IRON VALVE BOX

GATE VALVE

WATER MAIN

NOTES:

1. CAST AROUND THE TOP OF EACH VALVE

BOX A CONCRETE DISK 3'-0" IN DIAMETER

x 8" THICK WHEN VALVES ARE LOCATED IN

ROADS, SIDEWALKS, OR OTHER PAVED

AREAS.

SCALE

GATE VALVE DETAIL3 NTS

BEND ANGLE

22 1/2° 11 1/4°45°

1.0 1.2 1.7 2.3 3.0 3.8 4.7 6.813.6

9.4 26.2 18.1 14.6

1.0 1.6 2.9 4.6 6.6 8.9

1.0 1.5 2.4 3.4 4.6 6.0 7.6

11.6

4 1.4

3.0 5.3 8.4

12.0 16.3 21.3 27.0 33.3 48.0

1.0 2.1 3.8 5.9 8.5

11.5 15.0 19.0 23.5 34.0

1.4 3.0 5.4 8.4

12.0 16.3 21.3 27.0 33.3 48.0

-1.9

4.3 7.6

11.8 17.0 23.0 30.0 38.0 47.0 68.0

(HORIZONTAL BENDS)

BEARING AREA OF THRUST BLOCKS IN SQ. FT.

12" AND LESS

14"-16"

#6 #8

ROD

SIZE

30" 36"

(VERTICAL BENDS)

FITTING

SIZE

BEND ANGLE

SIZE

FITTING

2.7 4.0 6.0 8.5

11.5 14.8

0.4 0.6 0.9 1.3 1.8 2.3

1.0 1.5 2.3 3.2 4.3 5.6

0.20.4 45°

1.14

EMBEDMENT

22 1/2° 11 1/4°

VOLUME OF THRUST BLOCK IN CUBIC YARDS

WYE

PLUGGED CROSS

PLUGGED TEE

PLUGGED CROSS*TEE

BEND

THRUST BLOCK NOTES

10.

11.

TEE

PLUGGED

RUN

90° BEND

PLUGGED

CROSS

TEE, WYE,

PLUG, OR

CAP

FITTING

SIZE

A/2*A/2*

PROFILE

* EACH AREA (A/2) IS 1/2 OF

TABULATED TOTAL AREA

P' = ACTUAL TEST PRESSURE, PSIG

S' = ACTUAL SOIL BEARING PRESSURE, PSF.

GALVANIZED RODS OVER FITTING AND

EMBEDDED IN CONCRETE (SEE TABLE

FOR SIZES)

1/4" PLYWOOD OVER

FACE OF BOLTS

KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.

CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED

EARTH.

REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE AS INDICATED

BELOW, ADJUSTED, IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S)

AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS.

THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT

THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF

CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST

PRESSURES, USE THE FOLLOWING EQUATION: VOLUME = (TEST PRESS./150) x

(TABLE VALUE).

BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST

PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF 2000

LBS/SQ FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES

AND SOIL BEARING STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR

(13.33)(P'/S' ), WHERE:

THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT

THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.

BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS

TAKE PRECEDENCE OVER THIS STANDARD

BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQ FT.

VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC

YARDS REQUIRE SPECIAL BLOCKING DETAILS. SEE PLANS FOR VOLUMES SHOWN

TO LEFT OF SOLID LINE IN TABLE.

TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE.

ALLOWABLE SOIL BEARING STRESS IS 2000 LBS/SQ FT.

SCALE

THRUST BLOCK NOTES AND DETAILS2 NTS

CLSF SUPPORT IS REQUIRED:

NOTES:

CONTROLLED

LOW-STRENGTH

FILL (CLSF)

PLAN

SECTION

12"

TYP

12"

TYP

WHEN BOTH PIPELINES

ARE NEW AND

CLEARANCE BETWEEN

THEM IS LESS THAN 12".

WHEN A NEW PIPELINE IS

CROSSING OVER AN

EXISTING PIPELINE AND

THE CLEARANCE

BETWEEN THEM IS LESS

THAN 12".

AT ALL PIPE CROSSINGS

WHERE A NEW PIPELINE IS

CROSSING UNDER AN

EXISTING PIPELINE.

SCALE

PIPE CROSSING DETAIL5 NTS

" M

GRAVEL 12

" M

GRAVEL

B + 8" MIN.B + 8" MIN.

1/6 B

4B ,4" MIN. 1

8B ,4" MIN.

NOTES

1. SEE PLANS AND SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS.

2. EMBEDMENT SIDE CLEARANCE SHALL BE 12 INCHES FOR PIPES LESS THAN 18 INCHES

IN DIAMETER AND 18 INCHES FOR PIPE GREATER THAN 18 INCHES IN DIAMETER.

3. BEDDING DEPTH SHALL BE INCREASED TO 6" IN ROCK CUTS.

4. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES SHALL BE AS

SPECIFIED IN ASTM D 2321.

5. UNLESS OTHERWISE NOTED SURFACE MUST BE RESTORED TO MATCH THE EXISTING

GRADE AND EXISTING SURFACE TYPE, SEE PLANS.

LEGEND:

B = OUTSIDE PIPE DIAMETER

D = INSIDE PIPE DIAMETER

C C

FINAL BACKFILL FINAL BACKFILL

C C

SANDSAND

PLASTIC PIPE RCP

SCALE

PIPE TRENCH DETAIL4 NTS

DETECTABLE

WARNING STRIP

6" ABOVE PIPE

TRENCH

BACKFILL

FIRE HYDRANT PLUMB WITH PUMPER

NOZZLE FACING THE STREET.

UNDISTURBED

EARTH

1/2 CUBIC YARD

PEA GRAVEL

1/4 CUBIC YARD

THRUST BLOCK

PER DETAIL 2/C501

1/2" FIBER BOARD

PRECAST CONCRETE

SLAB

6" GATE VALVE VALVE ANCHOR BLOCK

(AS REQUIRED)

AWWA TEE OR TAPPING SLEEVE

ON WATER MAIN

CONCRETE THRUST BLOCK

(AS REQUIRED) PER DETAIL

2/C501

GROUND LINE

ADJUSTABLE SCREW TYPE

VALVE BOX WITH LID

THERMIT WELD

(HYDRANT)

THERMIT WELD

(COUPLING)

EXTENT OF EXCAVATION

AS REQUIRED TO

EXPOSE MAIN

THERMIT WELD

6" DIA. PVC

NOTES:

1. FIRE HYDRANT MUST BE A MINIMUM OF 100' FROM A CORNER OF

THE HANGAR AND A MAXIMUM OF 300' FROM ANOTHER HYDRANT.

2. AIRFIELD FIRE HYDRANT MUST HAVE A MAXIMUM HEIGHT OF 24".

SCALE

FIRE HYDRANT DETAIL1 NTS

4' -0

" L

D S

" A

S H

- 2

D . G

L D

. G

M . S

C-502

AS SHOWN

FILENAME: D3250108_C-502_B250.dwg PLOT DATE: PLOT TIME: 12:02 PM

C H

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

Y O

P R

C T

H O

U T

W R

N A

O R

O F

C H

2M H

- H D

R J

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

C T

N O

. T Q

O R

N A

G U

E, O

D3250108

DWG

D . P

POTABLE WATER CROSSING

POTABLE WATER

PIPE

36" COVER (MIN)

18" CLEAR (MIN)

FINISHED GRADE

NON POTABLE

CONTAMINATION

SOURCE (SEWER &

STORMWATER)

POTABLE WATER CROSSING ABOVE NON-POTABLE

POTABLE WATER CROSSING BELOW NON-POTABLE

NON POTABLE

CONTAMINATION

SOURCE (SEWER &

STORMWATER)

18" CLEAR (MIN)

36" COVER (MIN)

FINISHED GRADE

POTABLE WATER PIPE BETWEEN JOINT RESTRICTION

RESTRAINED PIPE LENTH (TYP)

10'10'

20' CLEAR - NO JOINTS

RESTRAINED DI BEND

NOTES:

IF LOCATION OF TRENCH

SAW CUT IS WITHIN 2 FEET

OF AN EXISTING JOINT OR

EDGE OF CONCRETE,

REPLACE ENTIRE

CONCRETE TO THE JOINT

OR EDGE.

CONCRETE MUST BE

DOWELED TO EXISTING

CONCRETE PER

DETAIL6/C201 AND DETAIL

7/C201.

CONSTRUCT JOINTS

ACROSS NEW CONCRETE

TO MATCH EXISTING JOINT

TYPES AND LOCATIONS.

SEE DETAILS 3 THROUGH 7

SHEET C-201 FOR

ADDITIONAL INFORMATION.

GRASS/GRAVEL SURFACING

PCC CONCRETE SURFACING

12"

MIN

CUT PRIOR TO TRENCHING

CONCRETE TO EXISTING CONCRETE

CONNECTION

SAWCUT, TYP (D/3)

JACKHAMMERED EDGE, TYP (2D/3)

9" MIN, COMPACTED BASE COURSE

TRENCH BACKFILL ABOVE PIPE ZONE

CONC PAVEMENT, NFS MATERIAL MIN 24".

PCC CONCRETE, 6" OR MATCH EXISTING,

WHICHEVER IS GREATER, SEE NOTE B

AND C.

CONCRETE TO EXISTING CONCRETE

CONNECTION

EXISTING CONCRETE

8" THICK AGGREGATE BASE COMPACTED

TO 100% OF RELATIVE COMPACTION IN

NON-GRASSY AREAS.

SURFACE RESTORATION

FINISHED GRADE TO MATCH EXISTING

GRADEFILL PER SPEC 31 00 00. RESEED AREA

PER SPECS IN GRASSY AREAS.

H /2

H = PAVEMENT THICKNESS H = PAVEMENT THICKNESS

1/2 DOWEL LENGTH

BUTT JOINT

CONSTRUCTION

SIDE OF DOWEL

TRANSVERSE OR LONGITUDINAL

DOWELED JOINT

SCALE

DOWELED CONSTRUCTION JOINT DETAIL6 NTS

SCALE

SAWED CONTRACTION JOINT5 NTS

PAINT AND OIL JOINT SEALANT,

PER DETAIL 4/C-201 JOINT SEALANT,

PER DETAIL 3/C-201L

JOINT

DOWEL OR

TIE BAR

SCALE

DOWEL BAR LOCATION DETAIL7 NTS

TOP OF SEALANT

BELOW PAVEMENT

TOP OF SEALANT

LUBRICATE

AS SPECIFIED

BELOW PAVEMENT

PREFORMED

COMPRESSION

SEAL

PCC

PAVEMENT

LUBRICATE

AS SPECIFIED

PREFORMED

COMPRESSION

SEAL

PCC

PAVEMENT

1/2" - 5/8"

1 2"

J O

1 2"

1/2" - 5/8"

J O

C U

T (F

C U

3/ C

-5

1/4" +/- 1/8"

SCALE

CONSTRUCTION JOINT SEALANT DETAIL4 NTS

SCALE

CONTRACTION JOINT SEALANT DETAIL3 NTS

NOTES:

1. HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER AND RECLAIMED WATER LINES AND

SOURCES OF CONTAMINATION SHALL BE AT LEAST 10-FEET, OUTSIDE OF PIPE TO OUTSIDE

OF PIPE.

2. SPECIAL PROVISIONS SHALL BE MADE WHERE SEPARATION STANDARDS CANNOT BE

ATTAINED WITH ALTERNATIVE "SPECIAL" CONSTRUCTION CRITERIA PER OAR 333-061-0050.

3. IF 36-INCHES OF COVER IS NOT PRACTICAL - PIPE MUST BE PROTECTED BY SPECIAL MEANS.

4. PROVIDE MINIMUM 18-INCH VERTICAL SEPARATION BETWEEN WATER AND CONTAMINATED

SOURCES IF POSSIBLE. CIRCUMSTANCES UNABLE TO PROVIDE AN 18-INCH VERTICAL

SEPARATION MUST MEET OAR 333-061-0050 SECTION 9 PART B PROVISIONS.

5. PROVIDE MINIMUM 10-FOOT HORIZONTAL SEPARATION (CLEARANCE FROM OUTSIDE TO

OUTSIDE OF PIPES) BETWEEN WATER AND CONTAMINATED SOURCES.

6. CROSS WATER AND SEWER PIPES AT RIGHT ANGLES WHENEVER POSSIBLE.

7. USE DIP OR CLASS 200 PVC WHEN MINIMUM HORIZONTAL SEPARATION CANNOT BE

MAINTAINED.

1/4" RADIUS OR 1/8" CHAMFER

ANCHOR INTO EXISTING CONCRETE

THROUGH DRILL AND EPOXY

S H

- 3

D . G

L D

. G

M . S

C-503

AS SHOWN

FILENAME: D3250108_C-503_B250.dwg PLOT DATE: PLOT TIME: 12:02 PM

C H

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

Y O

P R

C T

H O

U T

W R

N A

O R

O F

C H

2M H

- H D

R J

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

C T

N O

. T Q

O R

N A

G U

E, O

D3250108

DWG

D . P

NOTES:

1. CAPACITY OF TANK SHALL BE AT LEAST 5,000 GALLONS BELOW THE PIPE INLET.

2. STRUCTURE SHALL BE DESIGNED FOR A MINIMUM 32,000 LB LOAD.

3. INTERNAL PARTS AND COMPONENTS OF EQUIPMENT, PIPING, PIPING COMPONENTS, AND

VALVES THAT COULD BE EXPOSED TO FUEL DURING SYSTEM OPERATION SHALL NOT BE

CONSTRUCTED OF ZINC COATED (GALVANIZED) METAL, BRASS, BRONZE, OR OTHER

COPPER BEARING ALLOYS. DO NOT INSTALL CAST IRON BODIED VALVES IN PIPING

SYSTEMS THAT COULD BE EXPOSED TO FUEL DURING SYSTEM OPERATION.

4. PROVIDE CONTROLLERS, INTEGRAL DISCONNECTS, CONTRACTORS, CONTROLS, AND

CONTROL WIRING WITH THEIR RESPECTIVE PIECES OF EQUIPMENT. PROVIDE ELECTRICAL

EQUIPMENT, INCLUDING MOTORS AND WIRING, AS SPECIFIED IN SECTION 33 71 02 UNDER

GROUND ELECTRICAL DISTRIBUTION. PROVIDE SWITCHES AND DEVICES NECESSARY FOR

CONTROLLING AND PROTECTING ELECTRICAL EQUIPMENT. CONTROLLERS AND

CONTACTORS SHALL HAVE A MAXIMUM OF 120-VOLT CONTROL CIRCUITS AND SHALL HAVE

AUXILIARY CONTACTS FOR USE WITH THE CONTROLS PROVIDED. ENCLOSE UNDERGROUND

ELECTRICAL WIRING IN PVC COATED CONDUIT. DIELECTRICALLY ISOLATE CONDUIT AT ANY

STEEL STORAGE TANK CONNECTION. GROUNDING AND BONDING SHALL BE IN

ACCORDANCE WITH NFPA 70, NFPA 77, NFPA 407, NFPA 780, API RP 540, API RP 2003, IEEE

142, AND IEEE 1100. PROVIDE JUMPERS TO OVERCOME THE INSULATING EFFECT OF

GASKETS,…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 24, 2023.