Am_0004-Drawings.pdf

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CAP EXISTING 8" WATER

CAP EXISTING 8" WATER

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IDENTIFICATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

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KEY PLAN SCALE: 1" = 500'

7.98'

250.28'867.31'

829.38'

48.05'

.9

.5

.3

SEE AS-BUILT SHEETS FOR DETAILS

BUILDING 9604 TO BE DEMOLISHED

.5

.5

HOLE (TYP.)

REMOVE HAND

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7.95'

829.46'288.1'

DEMO EXIST SIGN

DEMO EXIST SIGN

DEMO EXIST SIGN

EXIST SIGN

DEMO

ASPHALT PAVING

REMOVE EXIST

CURB & GUTTER

REMOVE CONC.

CURB & GUTTER

REMOVE CONC.

ASPHALT PAVING

REMOVE EXIST

CURB & GUTTER

REMOVE CONC.

CONC. SIDEWALK

DEMO EXIST

GUTTER

CONC. CURB &

REMOVE EXIST

ACCESS DRIVE

REMOVE CONC.

SAWCUT

FULL DEPTH

FENCE

REMOVE EXIST

N 1,308,594.82

E 3,210,473.05

N 1,308,572.97

E 3,210,493.61

BOX IN PLACE

PROTECT COMM.

CURB & GUTTER

REMOVE CONC.

EXIST SIGN

DEMO

SITE VEG

REMOVE EXIST

W89MW13

W89MW16

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W89MW14

W89MW06

W89MW15

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W89MW04

W89MW03

W89MW3R

W89MW05

W89MW07

W89MW09A

W89MW11

W89MW05R

BOLLARD (TYP.)

DEMO EXIST.

REMOVAL WITH DPW (1,000 GAL.)

CONC. PAD COORDINATE

DEMO EXIST. USED OIL TANK &

50,000 LBS EACH

DPW (2 @ 5200 GAL.) APPROX.

COORDINATE REMOVAL WITH

CONC. FUEL DEMO EXIST.

N 1,308,642.16

E 3,210,292.81

N 1,308,627.60

E 3,210,306.52

TO BE DEMOLISHED.

CIRCUIT FROM BLDG 9609

BASE AND SUPPLY

SHEETS). CONCRETE

BE RELOCATED (SEE 'ES'

"GIANT VOICE" POLE TO

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SHEETS FOR DETAILS

SEE AS-BUILT

DEMOLISHED

BUILDING 9609 TO BE

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CD114A

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LEGEND:

7" PCC TO BE REMOVED

5" ACC TO BE REMOVED

2" ACC TO BE REMOVED

8" ACC TO BE REMOVED

3" ACC TO BE REMOVED

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EDGE LIGHT TO BE REMOVED

REPLACEMENT/ABANDOMENT REQUIREMENTS OF EXISTING MONITORING WELLS)

(NOTE: SEE SPECIFICATION SECTION 33 24 00 FOR PROTECTION, MODIFICATION, AND/OR

MONITORING WELL

FULL. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL FLUID IN THE TANKS PRIOR TO REMOVAL.

STORAGE TANKS. THE CONTRACTOR SHALL ASSUME ALL TANKS TO BE REMOVED ARE COMPLETELY

9. THE CONTRACTOR SHALL NOTIFY THE COR 30 DAYS PRIOR TO REMOVAL OF ALL ABOVE GROUND

8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.

NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE COURSE FOR COMPACTION REQUIREMENTS.

SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND RIGID PAVEMENT BASE COURSE FOR

EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS. REFERENCE SPECIFICATION 32 11 16

COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE SPECIFICATION 31 00 00

7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED

BEYOND FIVE FEET.

WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND

SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE PRESENT

6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT

PLAN SHEETS & THE HANGAR SITE UTILITY DEMOLITION PLAN SHEETS.

5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON SITE DEMOLITION

CONTRACTOR AT HIS OWN EXPENSE.

BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE

4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED

3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.

2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.

SEE DETAIL ON SHEET CD112A.

1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT.

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EXISTING CONTOUR5855

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4' BARBED WIRE

4' BARBED WIRE

ROUTE 1

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RW 11

N: 1303046.24

E: 3214961.73

ELEV. = 5665.14

5/8" REBAR & 3.5"

ALUMINUM CAP

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CP TEST

4' BARBED WIRE

APPROXIMATE LOCATION OF WATERLINE PLOTTED

BASED ON EXISTING MANHOLES, VALVES, &

MAKER POSTS AND G-TAB MAPPING.

30 M.P.H.

20 M.P.H.

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®of Engineers

US Army Corps of Engineers

US Army Corps

810 811

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KEY PLAN SCALE: 1" = 1000'

80'20'0 40'

SCALE: 1" = 40' - 0"

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POE

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PI

AT ROADWAY INTERFACE

MATCH EXISTING GRADE

AT ROADWAY INTERFACE

MATCH EXISTING GRADE

N 1,303,571.48

E 3,214,713.13

N 1,303,502.83

E 3,214,810.21

LINE MINIMUM 5' BELOW FINISHED GRADE

COORDINATES SHOWN AND REPLACE WATER

REMOVE EXISTING WATER LINE BETWEEN

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MAJOR CONTOUR

MINOR CONTOUR

NOTE:

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ANY DISCREPANCIES ARE PRESENT.

BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF

6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED

SEEDED.

AND SEEDED. SEE LANDSCAPE PLAN FOR AREAS TO BE

OTHERWISE SURFACED SHALL BE TOPSOILED (4 INCHES)

5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT

STRIPPED TO A DEPTH OF 4 INCHES.

4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE

REFER TO MEAN SEA LEVEL DATUM NAVD 88.

3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS

OTHERWISE INDICATED. CONTOUR INTERVAL IS 1-FOOT.

2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS

OTHERWISE INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.

1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS

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EMH46

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WATER LINE 1

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®of Engineers

US Army Corps of Engineers

US Army Corps

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KEY PLAN SCALE: 1" = 500'

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IW-1 STA 2+00

IW-1 STA 3+00

IW-1 STA 3+08IW-1 STA 3+08

SS-1 STA 0+00

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SS-1 STA 1+26SS-1 STA 1+26

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SS-2 STA 2+12.66

FIELD VERIFY LOCATION

INSTALLED UNDER PN77405

CONNECT TO 6" WATERLINE

FOR CONTINUATION

SEE SHEET P-112

SIDE OF AIRFIELD PAVEMENT

LOCATE VENT PIPE ON SOUTH

SEE DETAIL SHEET CU503

END SEAL WITH VENT PIPE

I.E. OUT = 5828.08'

I.E. IN = 5828.67'

RIM EL. = 5839.46'

IWMH 1

PRIOR TO CONSTRUCTION

FIELD VERIFY LOCATION

EX. IE OUT= 5824.49

IE IN = 5827.53

RIM ELEV. = 5833.42

EX. SSMH 13

SEE DETAIL CU501

NEW YARD HYDRANT

FIELD VERIFY LOCATION.

ON NORTH SIDE OF VALVE.

CAP/PLUG EXIST. LINE

FIELD VERIFY LOCATION.

NORTH SIDE OF VALVE.

CAP/PLUG EXIST. LINE

6"W

"W

6"W

6"x6"x4" TEE

4" GATE VALVE

FOR CONTINUATION

SEE SHEET P-102

I.E. 5831.25'

TWO-WAY CLEAN OUT

INVERT OUT = 5832.98'

INVERT IN = 5833.15'

SEE DETAIL CU502

GATE VALVE WITH ORIFICE

MANHOLE WITH KNIFE

FOR CONTINUATION

SEE SHEET P-106

REDUCE TO 16"

INVERT OUT = 5827.37' (18-INCH)

INVERT IN (W) = 5831.75' (6-INCH)

INVERT IN (NW) = 5827.62' (18-INCH)

INVERT IN (NE) = 5832.67' (6-INCH)

RIM ELEV. = 5839.16'

IWMH 2

SHEET CG602

SEE GRATE DETAILS

INVERT OUT = 5833.68'

RIM ELEV. 5838.20'

STORM MH-7

I.E. OUT = 5834.96'

I.E. IN = 5835.04'

NEW SSMH 1

SHEET CU502. I.E. = 5833.03'

TWO-WAY CLEAN OUT, SEE DETAIL

P-106 FOR CONTINUATION

REDUCE TO 4". SEE SHEET

PN 77405 (CONCURRENT CONSTRUCTION)

WATER LINES ARE FY14 ASSAULT HANGAR

RELOCATED FIRE HYDRANT & GATE VALVE

VALVE TO BE REMOVE AND RELOCATED

EXISTING FIRE HYDRANT & GATE

ACCESS APRON, SEE DETAIL CU503

PLACE IN CASING PIPE UNDER

4" WATERLINE LOCATE 3' FROM EDGE OF PAVING

INCLUDE VALVE (NOT SHOWN) AT CONNECTION TO

YARD HYDRANT SEE DETAIL ON CU501.

SUBDRAIN LINE J, SEE SHT. CG215

END SEAL W/O VENT PIPE, SEE DETAIL SHEET CU503

ASSAULT HANGAR (PN 77405)

CONCURRENT CONSTRUCTION

EXISTING MANHOLE

CAP AND ABANDON

IE OUT = 5823.95' (18-INCH)

EX. IE IN = 5824.20' (15-INCH)

DROP IE IN = 5824.20'

IE IN (NEW) = 5826.39' (18-INCH)

CONNECT 18" IW TO EXISTING IWMH 21A

IE OUT (12") =

IE IN (6") =

RIM EL =

EX. 12" SS LINE

CONNECT TO

NEW SSMH 2

SEE SHEET P-103 FOR CONTINUATION

SS-2 STA. 0+00 REDUCE TO 4" PIPE.

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c. HAVE THE TOP TWO FEET FILLED WITH CONCRETE (FLUSH WITH THE GROUND).

b. BE FILLED WITH COMPACTED FILL DIRT TO WITHIN TWO FEET OF THE TOP,

a. HAVE THE RING AND COVER REMOVED,

3. ALL EXISTING MANHOLES IDENTIFIED TO BE CAPPED AND ABANDONED SHALL:

FINISHED GRADE WHERE NECESSARY

ALL EXISTING VALVE BOXES AND MANHOLES SHALL BE RAISED TO MATCH 2.

ALL VALVES ON THE FIREWATER SYSTEM SHALL BE POST INDICATOR VALVES.1.

SCALE: 1" = 40'

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SON TAY ROAD

ADDITION

TRAINING BUILDING

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2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

C D

A

DC

B

C

A B

D

B

113 114

123 124 125

C D

BA

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

A B

DC

B

DC

A

A B

DC

B

DC

A

XX XX

X X

XX

X X

X X

XX

KEY PLAN SCALE: 1" = 500'

6"FW

12"IW

S S

S S

"I

W

"I

W

"I

W

"I

W

"I

W

X X

X X

X X

XXXXXX

O R

Y

C

O N

C R

E

T A

L

FROM TRAINING BLDG. ADDN.

EXISTING SAN. SEWER LINE

VALVE SHALL BE REMOVED

EXISTING FIRE HYDRANT AND

TO THIS LOCATION

FIRE HYDRANT AND VALVE

RELOCATE THE EXISTING

BUILDING 9620

ASSAULT HANGAR (PN 77405)

CONCURRENT CONSTRUCTION

EXISTING MANHOLE

CAP AND ABANDON

EXISTING MANHOLE

CAP AND ABANDON

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

IC

T

OMAHA DISTRICT

T

H I

D C

A B

A T

T K B

N M

A

IN

T E

N A

N C

E H

A N

G A

40'10'0 20'

F

X

C U

.d g n

NOTES

F O

R T C

A R

S O

N

C O

L O

R A

D O

P N

F

Y

H

C

W H

O

D H

C

CU115

U T

IL

IT

Y P

L A

N A

R E

A

D H

C

c. HAVE THE TOP TWO FEET FILLED WITH CONCRETE (FLUSH WITH THE GROUND).

b. BE FILLED WITH COMPACTED FILL DIRT TO WITHIN TWO FEET OF THE TOP,

a. HAVE THE RING AND COVER REMOVED,

3. ALL EXISTING MANHOLES IDENTIFIED TO BE CAPPED AND ABANDONED SHALL:

FINISHED GRADE WHERE NECESSARY

ALL EXISTING VALVE BOXES AND MANHOLES SHALL BE RAISED TO MATCH 2.

ALL VALVES ON THE FIREWATER SYSTEM SHALL BE POST INDICATOR VALVES.1.

/0

/2

W F -1

-R -0

SCALE: 1" = 40'

A M

G

E N

E R

A L R

E V

IS

IO

N