Attch_4,_Spill_Buckets_Drawing_Revised_9-3-19.pdf

GREATFALLS, MT

LEWISTOWN

LIMA

MIKE

OSCAR

KILO

K-07

K-05

K-04

K-06

K-08

K-01

K-03

K-11

K10

K-09

K-02

L-10

L-09

L-08

L-07

L-03

L-04

L-05

L-06

L-11

L-02

L-01

M-03

M-02

M-04

M-05

M-11

M-10

M-09

M-07

M-01

M-06M-08

N-08

N-07

N-06

N-05

N-10

N-04

N-03

N-02

N-09

N-11

N-01

O-07

O-05

O-06

O-04

O-10

O-09

O-08

O-03

O-02

O-11

O-01

C-07

C-08

C-09

C-10

C-06

C-05

C-01

C-11

C-02

C-03

C-04

E-08

E-09

E-07

E-06

E-10

E-01

E-03

E-05

E-11

E-04

E-02

D-06

D-07

D-08

D-09

D-10

D-11

D-05

D-04

D-02

D-03

D-01

B-08

B-01

B-09

B-10

B-11

B-02

B-07

B-06

B-05

B-04

B-03

A-06

A-05

A-07

A-04

A-08

A-09

A-10

A-01

A-03

A-02

A-11

I-04

I-05

I-03

I-02

I-06

I-07

I-01

I-08

I-09

I-11

I-10

J-10

J-09

J-08

J-06

J-01

J-11

J-02

J-03

J-04

J-07

J-05

H-06

H-07

H-08

H-09

H-05

H-04

H-01

H-03

H-10

H-11

H-02

G-08

G-07

G-06

G-05

G-04

G-03

G-02

G-11

G-01

G-09

G-10

F-07

F-06

F-05

F-01

F-04

F-08

F-03

F-09 F-11

F-10

F-02

CHARLIE

DELTA

BRAVO

ECHO

ALPHA

INDIA

GOLF

JULIET

HOTEL

FOXTROT

12TH

10TH

490TH

NOVEMBER

MAF LOCATIONS

LF LOCATIONS

LEGEND

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

RECORD FILE NUMBER

ACAD DRAWING NUMBER

PROJECT NUMBERS

REV. DATE DESCRIPTION DRAWN APPR'D

AIR FORCE GLOBA L STRIKE COM MAND

10/29/2018

NZAS 19-6009A

ATTACHMENT 4

XXX

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REPLACE UST SPILL BUCKETS

REPLACE UST SPILL BUCKETS

MAFs & LFs

PROJECT NZAS 19-6009A

NN

SITE MAP

GRAPHIC N.T.S.

NOTES:

1. PHASE I 490th

2. PHASE II 10th

3. PHASE III 12th

AutoCAD SHX Text

GLOBAL STRIKE COMMAND

AutoCAD SHX Text

MALMSTROM AIR FORCE BASE, MONTANA

X

X

X

X

EXISTING

UST LOCATION

BUILDING

EQUIPMENT

LAUNCHER

SECURITY FENCE

LAUNCHER

ROAD

ACCESS

WEST

ROAD

ACCESS

NORTH

ACCESS

ROAD

EAST

13'-3

6'-6"

SOUTH

ROAD

ACCESS

EXISTING UST LOCATION

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

RECORD FILE NUMBER

ACAD DRAWING NUMBER

PROJECT NUMBERS

REV. DATE DESCRIPTION DRAWN APPR'D

AIR FORCE GLOBA L STRIKE COM MAND

10/29/2018

NZAS 19-6009A

ATTACHMENT 4

XXX

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XXX

TYPICAL MAF & LF SITE PLAN

TYPICAL MAF SITE PLAN

TYPICAL LF SITE PLAN

NOTES:

1. ACCESS ROADS ARE IN GENERAL LOCATIONS EACH SITE HAS ONLY ONE ACCESS ROAD.

2. DIMENSIONS FOR FUEL TANK ARE FOR REFERENCE ONLY. VERIFY BEFORE EXCAVATION.

3. ACCESS ROAD TO REMAIN CLEAR AT ALL TIMES DURING CONSTRUCTION.

4. CONTRACTOR MUST OBTAIN A BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST BEFORE COMMENCING WORK, AF 103.

5. EXCAVATING THAT BLOCKS AN ACCESS ROAD SHALL BE COMPLETED THE SAME DAY.

AutoCAD SHX Text

GLOBAL STRIKE COMMAND

REMOVE EXISTING

5 GALLON

SPILL BUCKET

REMOVE EXISTING

DROP TUBE & OVERFILL

PROTECTION VALVE

REMOVE EXISTING 16.8"

RIGID POLYETHYLENE PIPE

REMOVE

EXISTING

SOIL

EXISTING CUSHION

MATERIAL

EXISTING GEOTEXTILE

FABRIC

EXISTING SOIL

RI

GI

D

PO

LY

ET

H

YL

EN

E

PI

PE

(F

IE

LD

V

ER

IF

Y

ID

DR

IL

L /2

HO

LE

S

AT

A

NG

LE

SP

AC

E

EV

EN

LY

4"

3"

1/ 2"

FIELD VERIFY

ALL DIMENSIONS

" MIN. THICKNESS

SD

R .5 M

IN

M

IN

M

AY

V

AR

Y

AS

R

EQ

UI

RE

D

CONCRETE PEDASTAL

TYP. FUEL TANK

AUDIBLE ALARM

BOLLARD POST.

6'X8'X10' TREATED

VENT PIPE

SPILL BUCKET

VENT PIPE

STANCHION POST

POST

18"

24"

NEW 4" NOM DIA TWO STAGE MECHANICAL OVERFILL PROTECTION

SHUT OFF VALVE WITH DROP TUBE AND CABLE-BASED MECHANISM TO

ALLOW TESTING FROM SURFACE WITHOUT REMOVAL, SUCH AS OPW

71SO-400C OR APPROVED EQUAL. CONTRACTOR SHALL TEST AFTER

INSTALLATION TO PROVE PROPER FUNCTION OF FLOAT AND SHALL

TEST TO ENSURE COMPLIANCE AFTER INSTALLATION.

NEW GEOTEXTILE FABRIC

NEW CUSHION MATERIAL

NEW 15 GAL HS-20 RATED SPILL BUCKET WITH CAST IRON LID, DRAIN PLUG

SPILL RETURN MECHANISM, AND REMOVABLE PRIMARY AND SECONDARY

CONTAINMENTS, SUCH AS OPW EDGE PART NO. 1C-31512D OR APPROVED EQUAL.

NEW 4" SCHEDULE 40 SS PIPE WITH 4" MALE NPT. TOTAL LENGTH

SHALL BE CUT TO MATCH THE SPACE ON SITE. JOIN TWO SEGMENTS

TOGETHER WITH 4" FEMALE TO FEMALE NPT FITTING TO ALLOW

EASIER REMOVAL AFTER INSTALLATION.

NEW COMPACTED ENGINEERED

FILL AFTER PLACING NEW RIGID

POLYETHYLENE PIPE

NEW RIGID POLYETHYLENE

PIPE. SEE DETAIL1.

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

RECORD FILE NUMBER

ACAD DRAWING NUMBER

PROJECT NUMBERS

REV. DATE DESCRIPTION DRAWN APPR'D

AIR FORCE GLOBA L S TRIKE COM MAND

10/29/2018

NZAS 19-6009A

ATTACHMENT 4

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INSTALLATION DETAILS

TYPICAL EXISTING FUEL STORAGE TANK

TYPICAL NEW SPILL BUCKET

NOTE:

NEW GEOTEXTILE FABRIC TO BE

POLYMETRIC NON-WOVEN

WITH MINIMUM WEIGHT OF 4

OUNCES PER SQUARE YARD

AND MINIMUM THICKNESS OF

17 MILS. THE FABRIC SHALL BE

INSTALLED

PER MANUFACTURERS

INSTRUCTIONS.

TYPICAL EXISTING TANK & BOLLARD POSTS PLAN

GENERAL NOTES:

1) MAF's HAVE ONE (1) - 12,000 GALLON UNDERGROUND STORAGE TANK.

2) LF's HAVE ONE (1) - 4,000 GALLON UNDERGROUND STORAGE TANK.

N.T.S

N.T.S

N.T.S

N.T.S

CONTAINMENT PIPE

NOTE:

CONTRACTOR SHALL COORDINATE INSTALLATION

INSTRUCTIONS WITH SPILL BUCKET MANUFACTURER

AND SIZE ID AS NECESSARY. SUBMIT SHOP

DRAWINGS.

AutoCAD SHX Text

GLOBAL STRIKE COMMAND

EXISTING CUSHION

MATERIAL

REMOVE EXISTING

5 GALLON

SPILL BUCKET.

REMOVE

EXISTING

SOIL

EXISTING THICK 6" CONCRETE PAD

WITH #4 @12" EACH WAY (CENTER PAD)

EXISTING GEOTEXTILE

FABRIC

EXISTING SOIL

REMOVE EXISTING

DROP TUBE & OVERFILL

PROTECTIVE VALVE

4"

REMOVE EXISTING PIPE CONTAINMENT

4"

FENCE

CONCRETE PAD ABOVE

UNDERGROUND FUEL

MAF SUPPORT BUILDING

ROOM 101

ROOM 102

GATE

ACCESS

SPILL BUCKET

MONITOR WELL

CP TEST

FUEL TANK

MAN HOLE

UST FUEL TANK

12'

24'-6"

ROAD

OIL TANK

NEW 4" NOM DIA TWO STAGE MECHANICAL OVERFILL PROTECTION

SHUT OFF VALVE WITH DROP TUBE AND CABLE-BASED MECHANISM TO

ALLOW TESTING FROM SURFACE WITHOUT REMOVAL, SUCH AS OPW

71SO-400C OR APPROVED EQUAL. CONTRACTOR SHALL TEST AFTER

INSTALLATION TO PROVE PROPER FUNCTION OF FLOAT AND SHALL

TEST TO ENSURE COMPLIANCE AFTER INSTALLATION.

NEW GEOTEXTILE FABRIC

NEW CUSHION MATERIAL

NEW 15 GAL HS-20 RATED SPILL BUCKET WITH CAST IRON LID, DRAIN PLUG

SPILL RETURN MECHANISM, AND REMOVABLE PRIMARY AND SECONDARY

CONTAINMENTS, SUCH AS OPW EDGE PART NO. 1C-31512D OR APPROVED EQUAL.

NEW 4" SCHEDULE 40 SS PIPE WITH 4" MALE NPT. TOTAL LENGTH

SHALL BE CUT TO MATCH THE SPACE ON SITE. JOIN TWO SEGMENTS

TOGETHER WITH 4" FEMALE TO FEMALE NPT FITTING TO ALLOW

EASIER REMOVAL AFTER INSTALLATION.

NEW COMPACTED ENGINEERED

FILL AFTER PLACING NEW RIGID

POLYETHYLENE PIPE

NEW RIGID POLYETHYLENE

PIPE. SEE TYPICAL CONTAINMENT

RIGID POLYETHYLENE PIPE

DETAIL

NEW MIN 6" THICK REINFORCED

CONCRETE PAD SHALL BE SLOPED (MIN. 1")

AWAY FROM SURROUNDING AREA

4" 4"

18"

24"

ANCHOR CONTAINMENT PIPE IN CONCRETE

AND PROVIDE SEAL AROUND PIPE

DOWEL INTO EXISTING CONCRETE A MIN. OF

EVERY 18" WITH

" BAR EMBEDDED MIN. 4"

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

RECORD FILE NUMBER

ACAD DRAWING NUMBER

PROJECT NUMBERS

REV. DATE DESCRIPTION DRAWN APPR'D

AIR FORCE GLOBA L S TRIKE COM MAND

10/29/2018

NZAS 19-6009A

ATTACHMENT 4

XXX

XXX

XXX

MAF H-1 INSTALLATION DETAILS

MAF H-1 EXISTING FUEL STORAGE TANK

MAF H-1 NEW SPILL BUCKET

NOTE:

NEW GEOTEXTILE FABRIC TO BE

POLYMETRIC NON-WOVEN

WITH MINIMUM WEIGHT OF 4

OUNCES PER SQUARE YARD

AND MINIMUM THICKNESS OF

17 MILS. THE FABRIC SHALL BE

INSTALLED

PER MANUFACTURERS

INSTRUCTIONS.

MAF H-01 SITE PLAN WITH TANK CONCRETE PAD

GENERAL NOTES:

1) MAF's HAVE ONE (1) - 12,000 GALLON

UNDERGROUND STORAGE TANK.

2) MAY ENCOUNTER UNDERGROUND UTILITIES NOT SHOWN,

HYDROVAC OR "SOFT DIG".

N.T.S

N.T.S

N.T.S

AutoCAD SHX Text

GLOBAL STRIKE COMMAND