US Army Corpsof Engineers®

MOBILE DISTRICT109 SAINT JOSEPH STREET MOBILE, AL 36602

MODULAR FIRING RANGE

COLUMBUS MISSISSIPPI LOWNDES

NOVEMBER 20

BF20002 SOLICITATION 21R0010

Sheet List Table

Sheet Number Sheet Title

G-001 COVER SHEET

G-002 BORING LOGS

C-001 PROJECT LOCATION

C-002 EXISTING CONDITIONS PLAN

C-010 DEMOLITION PLAN

C-101 OVERALL SITE PLAN

C-102 SITE LAYOUT

C-111 UTILITY PLAN

C-121 GRADING AND DRAINAGE PLAN

C-131 EROSION CONTROL PLAN

C-501 CIVIL DETAILS 1

C-502 CIVIL DETAILS 2

C-503 CIVIL DETAILS 3

C-504 CIVIL DETAILS 4

C-505 CIVIL DETAILS 5

C-506 CIVIL DETAILS 6

E-001 SYMBOLS LEGEND AND NOTES

ES101 ELECTRICAL SITE PLAN

EG101 ELECTRICAL LIGHTNING PROTECTION PLAN

E-501 ELECTRICAL RISER DIAGRAM & SCHEDULES

M-101 SITE PLAN - MECHANICAL

BASIS OF DESIGN - DESIGN INTENT DRAWINGS ( FOR INFORMATION ONLY)

A1 RANGE DESIGN LAYOUT (PLAN & SECTION VIEW)

A2 RANGE DESIGN LAYOUT (SECTION VIEW)

A3 EXTERIOR ELEVATIONS (NORTH-SOUTH-WEST-EAST)

M1 H.V.A.C. DESIGN LAYOUT (PLAN VIEW)

M2 H.V.A.C. DESIGN LAYOUT (SECTION VIEW)

E-601 ELECTRICAL DETAILS

AMENDMENT NO. 0004

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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-111.dwg

PLOT DATE: 22-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013

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S T A T E O F

THOMA S C . GRA HAM

, I I

No. 10432

SITE UTILITY GENERAL NOTES:

1. ALL WATERLINES (12-INCHES OR LESS) SHALL BE

FABRICATED FROM PVC C-900, DR18.

2. ALL PVC WATER LINE MATERIAL SHALL BE BLUE.

3. ALL MECHANICAL JOINT BENDS USED ON WATER

MAINS 4-INCHES AND LARGER, SHALL BE

RESTRAINED USING RESTRAINED FITTINGS OR

CONCRETE THRUST BLOCKS.

4. PROVIDE METALLIC TAPE ABOVE ALL WATER

DISTRIBUTION LINE ROUTES. INCLUDE A #10

INSULATED COPPER LOCATOR WIRE SECURED TO

THE PIPE WITH A ZIP TIE. WIRE SHALL BE BROUGHT

TO GRADE AT VALVE BOXES AND HYDRANTS.

5. PROVIDE CHLORINATION AND INDEPENDENT TESTING

OF WATER SAMPLES FOR NEWLY INSTALLED WATER

MAINS AND SERVICE PIPING, IN ACCORDANCE WITH

THE SPECIFICATIONS. SAMPLING AND TESTING

SHALL BE PERFORMED BY A CERTIFIED LABORATORY

QUALIFIED TO PERFORM WATER TESTING.

6. PROVIDE A MINIMUM COVER OF 3 FEET FROM

FINISHED GRADE TO THE TOP OF THE PIPE UNLESS

OTHERWISE SPECIFIED.

7. SEE ES101 FOR ELECTRICAL.

WATER VALVE

WATER LINE

W W W

CONSTRUCTION LIMITS

FIRE HYDRANT

STORM DRAIN LINESD

ELECTRICAL

W

COMMUNICATIONS

E E E E

COMM COMM

GASG G

PROVIDE 2" GAS

SERVICE LINE

CONNECT TO EXISTING

GAS MAIN

SEE ELECTRICAL FOR COMM

DUCT AND FIBER OPTIC

ROUTING.

EXISTING

K-9 TRAINING

AREA

EXISTING

BUILDING 205

EXISTING

PHYSICAL FITNESS

AREA/TRACK

P

R

Y

O

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S

T

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E

E

T

1

BIO-RETENTION

POND

WARNING --- FUEL OIL LINE CROSSING

DO NOT DISTURB EXISTING FUEL OIL LINE.

USE CAUTION WHEN WORKING IN THIS AREA.

HAND EXCAVATE WITHIN 5 FEET OF THE

EXISITING FUEL OIL LINE.

EXISTING FUEL OIL LINE

INSTALL NEW

FIRE HYDRANT

N = 1500947.01

E = 1104997.33

INSTALL NEW 6" P.V.C.

WATER SERVICE

INSTALL 8" x 6"

TAPPING TEE & VALVE

N = 1500848.6418

E = 1104851.5326

INSTALL NEW FIRE HYDRANT

N = 1500762.25

E = 1105329.75

INSTALL 6" x 6"

TEE & VALVE

N = 1500751.83

E = 1105340.18

INSTALL 6" - 33

1

3

° BEND

N = 1500936.20

E = 1104940.55

ROUTE NEW GAS AND COMM UTILITIES

OVER NEW STORM DRAINAGE.

SEE DETAIL E1/C-503

MODULAR FIRING RANGE

FFE = 213.00

(SEE BASIS OF DESIGN DRAWINGS)

1

FUEL / OILFUEL FUEL

RELOCATED LIGHT

POLE INSTALL NEW

BASE (SEE ES101)

CONTRACTOR TO MAINTAIN

SIDEWALK ACCESS TO BUIILDING

205 DURING CONSTRUCTION,

EITHER DIRECTLY OR BY

GOVERNMENT-APPROVED

ALTERNATIVE ROUTE.

AMENDMENT NO. 0004

FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-502.dwg

PLOT DATE: 22-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013

C-502

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S T A T E O F

THOMA S C . GRA HAM

, I I

No. 10432

FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-502.dwg

PLOT DATE: 22-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013

PLAN SECTION B

NOTE:

CONCRETE MUST BE

POURED AGAINST

UNDISTURBED SOIL

CO

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1/4

ID

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C

B B

A

PLAN

SECTION A

A A

B B

PLAN

SECTION D

A A

CO

VE

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B

CC

1/4

ID

I

D

CONCRETE BRACING

FOR VERTICAL BENDS

1'6"

MIN

GENERAL NOTES:

1. GENERAL DIMENSIONS SHALL BE CONSIDERED

AS MINIMUMS, CONTRACTOR SHALL BE RESPONSIBLE

FOR PROVIDING ADDITIONAL AS REQUIRED FOR

ACTUAL FIELD CONDITIONS ENCOUNTERED. CONTRACTOR

TO ENSURE ALL THRUST RESTRAINT IS ADEQUATE.

2. ALL CONCRETE FOR THRUST RESTRAINT SHALL

BEAR AGAINST FIRM UNDISTURBED SOILS.

3. CONTRACTOR SHALL WRAP ALL ACCESSORIES

BOLTS, NUTS, CONNECTIONS, ETC. IN PLASTIC

SUCH THAT THEY CAN BE REMOVED WITHOUT

THE NEED FOR CONCRETE REMOVAL. PLASTIC TO BE 4 MIL

MINIMUM.

4. UNLESS IND. OTHERWISE IN PLANS, ALL FITTINGS SHALL

BE RJ OR MJ WITH RETRAINING FOLLOWER GLANDS.

RESTRAINING FOLLOWER GLANDS SHALL BE MEGALUG,

ROMAC, OR EQUAL. RETAINER GLANDS NOT ALLOWED.

5. BLOCKING AREAS ARE BASED ON THE FOLLOWING

INFORMATION: 1) 2000 PSF LB/SF FOR THE SOIL BEARING

STRENGTH; 2) 100 PSI DESIGN PRESSURE WITH A 1.5 SAFETY

FACTOR; AND 3) 150 LB/CF DENSITY OF CONCRETE.

PLANSECTION C

B B

A

A

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1/4

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I

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C

(SEE CONSTRUCTION SPECIFICATIONS)

UTILITY BEDDING MATERIAL - #57 CRUSHED STONE

9" MIN.

6" MIN.

15" MIN.

6" MIN.

SURFACE

BACKFILL

GRADE

FINISHED

PAD

6" THICK CONCRETE

2" SQ. AWWA NUT

LID

WATER

GRADE

FINISHED

PAD

6" THICK CONCRETE

18" SQUARE BY

VALVE

VALVE SIZE

REQUIRED FOR

BASE SECTION AS

SET SCREWS

2" ADAPTER WITH

SECTION

EXTENSION

TOP COVER

PLATE

FLEXIBLE COVER

W/ SET SCREW

2" SQ. AWWA NUT

LID

NOTES:

PLAN VIEW

CONCRETE BLOCKS

CURB

17" SWIVEL ADAPTER

STONE SLABS

OR

4.0

' M

IN

.

5.0'*

CU

RB

L

IN

E

SIDE OBSTRUCTION

ELEVATION VIEW

BLOCKING

CONCRETE THRUST

OR OTHER OBSTRUCTION

PROPERTY LINE, BUILDING

* UNLESS OTHERWISE NOTED

5.0' *

FROM HYDRANT

6"M.J. VALVE W/BOX

3.0' MINIMUM

3' MIN.

18" MIN.

1. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION ON

FIRE HYDRANTS.

6 1

/8

"

9 1

/4

"

3'6

" M

IN

IM

UM

B

UR

Y

5 1/4"

6"

SLOPE AWAY

1'

18"

MIN

VA

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S S

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LA

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MIN

3

0"

24

"

MIN

.1

' 4

"

EXTENSION

STEM

INSTALL DETECTABLE LOCATER TAPE

1' BELOW FINISHED GRADE

#10 COPPER WIRE FOR WATER LINES ON PIPE.

PIPE DIA. A CB

D MINCOVERE

1'6"

1'3"

1'0"

4 1/2"6"

4 1/2"

4 1/2"

6"12"

10"

8"

4 1/2"4"

9" 9"

3"

1'4 1/2"

1'1 1/2"

-

-

-

10"

1'0"6"

9"

6"

2'6"1'2"

3'0"

2'6"

3'0"1'8"

1'4"

1'2"

2'6"1'1"

TYPICAL CONCRETE

BRACING FOR 45°

BENDS

1'0"

10"

12"

10"

1'7"

1'1"

1'0"

1'0"

22 1/2° BENDS

9"

6"

6"

8"

6"

4"

APIPE DIA.

1'0"

1'0"

1'1"

B

9"

6"

6"

C

11 1/4° BENDS

1'0"

1'0"

1'0"

1'0"

1'0"

B

5'0"

3'0"

9"

9"

MINCOVER

3'0"

2'6"

2'6"

6"

6"

6"

A

9"

9" 3'0"

3'0"

MINCOVER

6"

6"

6"

C

2'6"

3'0"

2'6"

TYPICAL CONCRETE BRACING

11 1/4° & 22 1/2° BENDS

4 1/2 "

12"

10"

8"

6"

4 1/2 "

4 1/2 "

4 1/2" 2'6"

2'1"

1'6"

1'0"

4"

PIPE DIA.

4 1/2 "

A

6"

B

1'11"

1'11"

1'9"

1'9" 2'6"

3'0"

2'6"

3'0"

1'10" 2'6"

MINCOVERE

1'0"

1'1"

1'6"

1'7"

1'8"

C

1'6"

1'3"

1'0"

9"

D

6"

TYPICAL CONCRETE

BRACING FOR 90° BENDS

PIPE DIA.

12"

10"

8"

6"

4"

1'6"

1'3"

1'0"

C

3'0"

3'0"

2'6"

2'6"

2'6"

1'0"

6"

MIN COVER

10"

6"

10"

9"

7"

6"

5"

BA

1'10"

1'6"

1'1"

TYPICAL CONCRETE BRACING FOR TEES

PER DETAILS FOR

HORIZ. BENDS

UNDISTURBED

SOIL

HAND EXCAVATE AREA

OCCUPIED BY CONCRETE

COMPACT BACKFILL

RODS FOR MJ

FITTINGS

HAND EXCAVATE AREA

OCCUPIED BY CONCRETE

TYPICAL CONCRETE TRUST

COLLAR, SEE DETAILS

ENSURE COLLAR EXTENDS

PREV. UNEXCAVATED SOILS

NATIVE BACKFILL COMPACTED TO 85%

MODIFIED PROCTOR UNDER UNPAVED AREAS

AND 95% MODIFIED PROCTOR UNDER PAVED

AREAS.

AMENDMENT NO. 0004

AMENDMENT NO. 0004