EAFB B-21 FTD AM-0006 Dwgs_Vol1.pdf

TP #63

INV=

3220.41

INV=

3220.35

TP #60

12" CMP

APPROX.-

UNABLE TO LOCATE

APPROX.-UNABLE TO LOCATE

RICKENBACKER ST.

BERGSTROM DRIVE

BERGSTROM DRIVE BERGSTROM DRIVE

M c

C

O

N

N

E

L

B

V

D

S C

H I L L

I N

G

S

T R

E E

T

W

3" WATER

8" WATER

12" WATER

I

R

R

I

G

W

A

T

E

R

A

P

P

R

O

X

DI

INV.W=3222.38

INV.E=3222.33

R

I C

K

E

N

B

A

C

K

E

S

T

R I C

K E

N B

A C

K E

R

S

T

A

G

V

L

V

E

CMH 7

CMH

8210A

CMH

461BD

M c

C

O

N

N

E

V

D

C L

C/L

C/LC/LC/L

C

L

C/L

C

L

C

L

C L

C L

C L

C L

C L

C L

C L

C/L

C L

C L

C L

C/L C/L C/L C/L C/L C/L

C

L

C

L

C/L C/L C/L C/L C/L

C L

C/LC/LC/LC/L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C/L

C/L

C/L

C

L

C L

C

L

C/L

C/L

C/L

C/L

C

L

C

L

US Army Corps of Engineers ®

SHEET ID

D R

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D E

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FTD

ADVERTISEMENT - 100% DESIGN

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A1

OVERALL DEMOLITION PLAN

PLAN NORTH

CD101 CD102

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

SCALE: 1" = 60'

0 60' 120'

M A

T C

H

L

I N

E

D

E

L L E

D G

E

T B

E L

I A

K O

V A

L

T

A L

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F E

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J

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A L

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O V

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A

M

O L

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P

L A

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CD100

A

M

S

I G

N

I S

S U

I C

I N

G

INV=

3220.41

INV=

3220.35

P

P

AI

RIM=3223.25

INV=3219.11

15" RCP

R C

P

12" CMP

R

C P

APPROX.-

UNABLE TO LOCATE

MH

RIM=3222.80

INV.W=3213.22

INV.E=3213.20

APPROX.-UNABLE TO LOCATE

POSSIBLE MH

(BURIED)

MH

RIM=3222.63

INV=3215.93

T D

MH

RIM=3225.21

INV.NE=3215.62

INV.W=3215.47

BERGSTROM DRIVE

M c

C

O

N

N

E

V

D

MH

RIM=3225.87

INV.SW=3221.91

INV.N=3219.96

INV.E=3216.43

DI

INV=

3222.44

MH

RIM=3223.33

INV.W=3213.99

INV.S=3213.96

B7540

B8210

C

O

N

C

R

E

M

T

C

O

N

C

R

E

M

T

G

R

A

V

E

L

24" RCP BURIED

DI

INV.W=3222.38

INV.E=3222.33

AI

RIM=3226.57

INV.NE=3218.52

INV.SE=3218.43

INV=

3221.04

INV=

3221.61

P

CMH

12" RCP

P

R C

P

P

12" CMP

AI

RIM=3218.97

INV.NW=3212.97

INV.E=3211.74

INV=

3218.97

INV=

3217.92

AI

RIM=3218.07

INV.N=3213.92

INV.W=3211.47

INV.E=3211.45

AI

RIM=3218.78

INV.SE=3215.55

INV.S=3215.52

AI

RIM=3221.70

INV=3217.00

C/L C/L C/L C/L C/L C/L C/L

C

L

C

L

C

L

C

L

C

L

C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L

C L

C/LC/LC/LC/LC/LC/LC/LC/LC/L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C/L

C/L

C/L

C/L

C/L

C

L

C

L

C/L

C L

C

L

C

L

C/L

C/L

C

L

C/L

C/L

C/L

C

L

C

L

C

L

C

L

N:674892.54

E:1244686.83

N:674914.08

E:1244667.14

N:674941.05

E:1244675.08

N:674946.71

E:1244702.82

N:674973.53

E:1244693.06

N:674961.86

E:1244679.57

N:674960.81

E:1244704.38

N:674750.06

E:1244575.09

N:675041.65

E:1244374.16

N:675007.74

E:1244515.52

N:674955.95

E:1244574.68

N:674966.21

E:1244603.81

N:674802.80

E:1244707.29

N:674797.49

E:1244710.86

N:674789.74

E:1244686.33

N:674820.66

E:1244226.39

N:674807.89

E:1244276.46

N:674796.68

E:1244285.66

N:674799.07

E:1244306.34

N:674787.63

E:1244293.21

N:674718.07

E:1244325.02

N:674774.11

E:1244311.97

N:674680.68

E:1244405.88

N:674686.89

E:1244386.10

N:674717.52

E:1244407.24

N:674718.35

E:1244387.32

US Army Corps of Engineers ®

SHEET ID

D R

A W

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N E

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FTD

ADVERTISEMENT - 100% DESIGN

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A1

DEMOLITION PLAN

PLAN NORTH

M A

T C

H

L I N

E

S

E

F

N

T I N

U A

T I O

N

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. COORDINATE OPEN CUT OF McCONNELL BLVD. WITH

THE CONTRACT SPECIFICATION.

4. PAVEMENT SECTION NOTED IN KEYNOTE #4

CONSISTS OF ±7" OF CONCRETE PAVEMENT OVER

±3.5" OF ASPHALTIC CONCRETE PAVEMENT. BOTH

LAYERS OF PAVEMENT SHALL BE REMOVED IN THEIR

ENTIRETY.

1. PROJECT DEMARCATION LINE AND CONSTRUCTION

LIMIT

2. DEMOLISH BITUMINOUS PAVEMENT AND BASE

3. DEMOLISH CONCRETE CURB AND GUTTER

4. DEMOLISH CONCRETE PAVEMENT AND BASE

5. DEMOLISH CONCRETE SIDEWALK AND BASE

7. SAW CUT PAVEMENT WITH STRAIGHT EDGE

8. DEMOLISH STORM DRAINAGE PIPE

9. DEMOLISH STORM DRAINAGE STRUCTURE

12. DEMOLISH WATER LINE

21. PROTECT EXISTING GENERATOR AND CONCRETE PAD

TO REMAIN

29. DEMOLISH SITE ELECTRICAL - SEE SITE ELECTRICAL

PLANS

30. DEMOLISH SITE COMMUNICATION - SEE SITE

ELECTRICAL PLANS

35. REMOVE AND STOCKPILE GRAVEL ON SITE FOR

REPURPOSING

37. FILL CULVERT WITH FLOWABLE FILL - DETAIL E8/C-507

40. DEMOLISH ABANDONED WATER LINE

41. DEMOLISH SIGN AND POST

SCALE: 1" = 30'

0 30' 60'

SHEET KEYNOTES

GENERAL SHEET NOTES

D

E

L L E

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E

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F E

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D E

M O

L I T

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P

L A

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CD102

A

M

S

I G

N

I S

S U

I C

I N

G

INV=

3220.41

INV=

3220.35

R

C P

24" RCP

R

C P

18" RCP

INLET

INV=3224.55

18" RCP

12" CMP

APPROX.-

UNABLE TO LOCATE

APPROX.-UNABLE TO LOCATE

R

C P

MH

RIM=3233.23

INV.NE=3227.20

INV.SE=3226.41

INV.NE=3228.13

INV.SW=3228.07

INV.NE=3229.02

INV.SW=3228.98

P

15" RCP

30" RCP

RICKENBACKER ST.

BERGSTROM DRIVE

BERGSTROM DRIVE BERGSTROM DRIVE

M c

C

O

N

N

E

V

D

S C

H I L L

I N

G

S

T R

E E

T

W

MH

RIM=3230.44

INV.NW=3224.09

INV.NE=3224.02

INV.SW=3223.74

AI

RIM=3229.16

INV.NE=3224.45

INV.NW=3224.35

INV.SW=3224.15

AI

INV.SE=3226.08

INV.NW=3226.0

3" WATER

8" WATER

12" WATER

R

I

G

W

A

T

E

R

A

P

P

R

O

X

DI

INV.W=3222.38

INV.E=3222.33

R

I C

K

E

N

B

A

C

K

DI

INV=3225.88

DI

INV.NE=3225.64

INV.NW=3225.63

INV.S=3222.41

R I C

K E

N B

A C

K E

R

S

T

G

L

V

E

CMH 7

CMH

8210A

CMH

461BD

12" RCP

P

R C

P

P

P

AI

RIM=3218.97

INV.NW=3212.97

INV.E=3211.74

AI

RIM=3218.78

INV.SE=3215.55

INV.S=3215.52

AI

RIM=3221.70

INV=3217.00

M c

C

O

N

N

E

V

D

A1

OVERALL EXISTING CONDITIONS PLAN

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

D R

A W

N

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Y

D E

S I G

N E

D

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S U

B M

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S I Z

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C H

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K E

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A N

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2 3 4 5 6 7 8 9 10

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ADVERTISEMENT - 100% DESIGN

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GENERAL SHEET NOTES

SURVEY NOTES

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. REFER TO THE BORING LOG FOR BORING

INFORMATION.

1. BASIS OF BEARINGS: SOUTH DAKOTA STATE PLANE

COORDINATE SYSTEM, SOUTH ZONE, NAD83(2011), FROM

RAPID CITY CONTROL POINT SYSTEM.

2. BASIS OF ELEVATIONS: ELEVATIONS ARE BASED ON

CITY OF RAPID CITY CONTROL POINT SYSTEM (NAVD 88).

SCALE: 1" = 60'

0 60' 120'

VF101 VF102

M A

T C

H

L

I N

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D

E

L L

E D

G E

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B

E L

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K O

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VF100

A

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TP #63

INV=

3220.41

INV=

3220.35

P

P

AI

RIM=3223.25

INV=3219.11

15" RCP

R C

P

12" CMP

R

C P

APPROX.-

UNABLE TO LOCATE

MH

RIM=3222.80

INV.W=3213.22

INV.E=3213.20

APPROX.-UNABLE TO LOCATE

POSSIBLE MH

(BURIED)

MH

RIM=3222.63

INV=3215.93

T D

MH

RIM=3225.21

INV.NE=3215.62

INV.W=3215.47

BERGSTROM DRIVE

M c

C

O

N

N

E

V

D

B10

I1

I3

I4

I5

I2

B8

B9

P2

P6

P10

P8

P9

P7

MH

RIM=3225.87

INV.SW=3221.91

INV.N=3219.96

INV.E=3216.43

DI

INV=

3222.44

MH

RIM=3223.33

INV.W=3213.99

INV.S=3213.96

B7540

B8210

C

O

N

C

R

E

M

T

C

O

N

C

R

E

M

T

G

R

A

V

E

L

24" RCP BURIED

DI

INV.W=3222.38

INV.E=3222.33

AI

RIM=3226.57

INV.NE=3218.52

INV.SE=3218.43

INV=

3221.04

INV=

3221.61

P2 - 3 CONDUITS

P4 - 4" CONDUIT

P

CMH

12" RCP

P

R C

P

P

12" CMP

AI

RIM=3218.97

INV.NW=3212.97

INV.E=3211.74

INV=

3218.97

INV=

3217.92

AI

RIM=3218.07

INV.N=3213.92

INV.W=3211.47

INV.E=3211.45

AI

RIM=3218.78

INV.SE=3215.55

INV.S=3215.52

AI

RIM=3221.70

INV=3217.00

A1

EXISTING CONDITIONS PLAN

PLAN NORTH

GENERAL SHEET NOTES

BORING LEGEND

SURVEY NOTES

1. REFER TO C-001 FOR ABBREVIATIONS AND

LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. REFER TO THE BORING LOG FOR BORING

INFORMATION.

1. BASIS OF BEARINGS: SOUTH DAKOTA STATE PLANE

COORDINATE SYSTEM, SOUTH ZONE, NAD83(2011),

FROM RAPID CITY CONTROL POINT SYSTEM.

2. BASIS OF ELEVATIONS: ELEVATIONS ARE BASED

ON CITY OF RAPID CITY CONTROL POINT SYSTEM

(NAVD 88).

BORE LOCATION

INFILTRATION TEST

LOCATION

POT HOLE LOCATION

B5

I5

P1

US Army Corps of Engineers ®

SHEET ID

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ADVERTISEMENT - 100% DESIGN

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SURVEY CONTROL POINTS

Pnt

Elev.

3222.90

Northing

674645.91

Easting

1244582.52

Description

TP SOUTH

SCALE: 1" = 30'

0 30' 60'

POTHOLE DATA

GROUND

ELEV.

UTILITY TOP ELEV.

BTM

ELEV.

P1 3228.03 10" WATER LINE 3221.84 3221.01

P2 3228.03 10" WATER LINE 3220.65 3219.82

P3 3227.69

12" STEEL GAS

LINE

3225.79 3224.79

P4 3227.34

12" STEEL GAS

LINE

3224.04 3223.04

P5 3226.80

12" STEEL GAS

LINE

3223.31 3222.31

P6 3226.63 8" WATER LINE 3220.58 3219.91

P7 3223.54

ELECTR. IN

CONCR.

3218.99 3217.99

P8 3222.50

4" COMM

CONDUIT

3220.31 32.19.98

P9 3222.80

3" COMM

CONDUIT

3220.53 3220.28

P10 3225.66 10" WATER LINE 3217.84 3216.84

D

E

L L

E D

G E

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A L

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C

O N

D I T

I O

A

N

VF102

A

M

S

I G

N

I S

S U

I C

I N

G

EXISTING

CIRCUIT 8

FEEDER

SW-SOBA1

EXISTING

EXISTING

TRANSFORMER TOA-L1

FEEDER

SW-S1A1

EXISTING

EXISTING

TRANSFORMER

FEEDER

EXISTING

TRANSFORMER

FEEDER

EXISTING

EMH-1

T0B2-L2

EXISTING

480Y/277V

4/0

500KCMIL1

EXISTING

TRANSFORMER TOB2-L1

FEEDER

EXISTING

TRANSFORMER TOC-L2

FEEDEREXISTING

EM0C

EXISTING

EM0A

EXISTING

EM0B2

EXISTING

EM0B1

EXISTING

EM0B

4/0

4/03

4/03

500KCMIL3

EXISTING

EM0B1

EXISTING

EM0B

US Army Corps of Engineers ®

SHEET ID

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BIM 360://Ellsworth B21/8996-12-Ellsworth AFB B21 FTD_E19.rvt

1/7/2022 12:44:06 PM

ED601

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N.T.S.B1

ELECTRICAL SITE PRIMARY ONE-LINE DEMOLITION

GENERAL NOTES

1. REFER TO E-001 FOR LEGEND, ABBREVIATIONS, AND

GENERAL NOTES.

2. ALL SWITCHES ARE NORMALLY CLOSED UNLESS

NOTED OTHERWISE.

3. SWITCHGEAR AND FUSED SECTIONLIZIING CABINETS

HAVE BEEN DRAWN FOR CLARITY.

4. THE COMPARTMENT LOCATIONS WILL NOT ALWAYS

MATCH THE INSTALLED CONFIGURATION. VERIFY

EQUIPMENT PRIOR TO WORKING ON THE SPECIFIC

EQUIPMENT.

5. NOT ALL EQUIPMENT OR CIRCUITS HAVE BEEN

SHOWN. ONLY CIRCUITS AND EQUIPMENT THAT ARE

REQUIRED TO BE REMOVED OR MODIFED ARE

SHOWN.

6. POWER TO EXISTING BUILDINGS TO REMAIN SHALL BE

UNINTERUPTED DURING DEMOLITION AND

CONSTRUCTION. REROUTING OF PRIMARY FEEDERS

AND NEW DUCTBANK SHALL BE COMPLETED PRIOR TO

DEMOLITION OF EXISTING TO MINIMIZE DOWNTIME.

7. INSTALLATION OF NEW EQUIPMENT MUST BE

ACCOMPLISHED PRIOR TO DEMOLITION AND

REMOVAL.

8. COORDINATE REQUIRED POWER OUTAGES FOR

CHANGEOVERS WITH BASE.

9. COORDINATE DEMOLITION OF UTILITES WITH BASE PRIOR

TO COMMENCEMENT OF REQUIRED WORK.

10. ALL CABLING TO BE COPPER, REFER TO SPECIFICATIONS

FOR MORE INFORMATION.

11. ALL EQUIPMENT TO REMAIN UNLESS

NOTED OTHERWISE.

1. EXISTING CONDUCTORS AND DUCT BANK TO BE

REMOVED UP TO LOCATION OF NEW SECTIONALIZING

TERMINATING CABINET (STC). CONDUCTORS THAT

RUN SOUTH OF SITE ACROSS BURGSTRUM SHALL BE

REROUTED AND RETERMINATED TO NEW STC. REFER

TO SITE PLANS FOR FOR ROUTING AND SHEET ES601

FOR NEW PRIMARY WORK.

2. EXISTING 6 WAY SF 6 SWITCH SHALL BE REMOVED.

REFER TO SITE PLANS AND SPECIFICATIONS FOR

MORE INFORMATION.

3. EXISTING CONDUCTORS AND DUCT BANK TO BE

REMOVED UP TO LOCATION OF NEW AND EXISTING

MANHOLES AS SHOWN ON PLANS FOR RELOCATED

NEW SWITCH. EXISTING CONDUCTORS SHALL BE

REPULLED IF LONG ENOUGH OR EXTENDED AND

SPLICED TO NEW CONDUCTORS IN ORDER TO

RELOCATE THE SWITCH AS SHOWN ON ES SERIES

SHEETS. REFER TO SITE PLANS FOR FOR ROUTING

AND SHEET ES601 FOR NEW PRIMARY WORK.

4. EXISTING MANHOLE TO BE REMOVED.

SHEET KEYNOTES

NEWFTD

STC 7821

EXISTING

CIRCUIT 8

FEEDER

SW-SOBA1

NEW

EXISTING

TRANSFORMER TOA-L1

FEEDER

SW-S1A1

EXISTING

EXISTING

TRANSFORMER

FEEDER

EXISTING

TRANSFORMER

FEEDER

EXISTING

500KCMIL

NEW

EM7821A

EXISTING

EMH-1

T0B2-L2

EXISTING

480Y/277V

4/0

500KCMIL1

EXISTING

TRANSFORMER TOB2-L1

FEEDER

EXISTING

TRANSFORMER TOC-L2

FEEDEREXISTING

EM0C

EXISTING

EM0A

EXISTING

EM0B2

EXISTING

EM0B1

T-7821

1500KVA

480Y/277V

4/0

4/0

NEW

EM7821B

NEW

EM7821B

EXISTING

EM0B1

US Army Corps of Engineers ®

SHEET ID

U S

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M Y

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BIM 360://Ellsworth B21/8996-12-Ellsworth AFB B21 FTD_E19.rvt

1/7/2022 12:43:36 PM

ES601

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N.T.S.B1

ELECTRICAL SITE PRIMARY ONE-LINE DIAGRAM

GENERAL NOTES

1. REFER TO E-001 FOR LEGEND, ABBREVIATIONS, AND

GENERAL NOTES.

2. ALL SWITCHES ARE NORMALLY CLOSED UNLESS

NOTED OTHERWISE.

3. SWITCHGEAR AND FUSED SECTIONLIZIING CABINETS

HAVE BEEN DRAWN FOR CLARITY.

4. THE COMPARTMENT LOCATIONS WILL NOT ALWAYS

MATCH THE INSTALLED CONFIGURATION. VERIFY

EQUIPMENT PRIOR TO WORKING ON THE SPECIFIC

EQUIPMENT.

5. NOT ALL EQUIPMENT OR CIRCUITS HAVE BEEN

SHOWN. ONLY CIRCUITS AND EQUIPMENT THAT ARE

REQUIRED TO BE REMOVED OR MODIFED ARE

SHOWN.

6. POWER TO EXISTING BUILDINGS TO REMAIN SHALL BE

UNINTERUPTED DURING DEMOLITION AND

CONSTRUCTION. REROUTING OF PRIMARY FEEDERS

AND NEW DUCTBANK SHALL BE COMPLETED PRIOR TO

DEMOLITION OF EXISTING TO MINIMIZE DOWNTIME.

7. INSTALLATION OF NEW EQUIPMENT MUST BE

ACCOMPLISHED PRIOR TO DEMOLITION AND

REMOVAL.

8. COORDINATE REQUIRED POWER OUTAGES FOR

CHANGEOVERS WITH BASE.

9. COORDINATE DEMOLITION OF UTILITES WITH BASE PRIOR

TO COMMENCEMENT OF REQUIRED WORK.

10. ALL CABLING TO BE COPPER, REFER TO SPECIFICATIONS

FOR MORE INFORMATION.

11. CABLING SHALL BE PLACED IN DUCT BANKS SUCH THAT

THE PRIMARY FEEDER BETWEEN SWITCHES ARE IN ONE

DUCT AND ONE DUCT WILL HAVE THE RADIAL FEED TO

TRANSFORMERS ETC WITH OTHER DUCT(S) AS SPARE.

1. PROVIDE NEW CONDUCTORS AS INDICATED. REFER

TO SITE PLANS FOR DUCTBANK SIZE AND MORE

INFORMATION CONCERNING REROUTING AND

DEMOLITION.

2. PROVIDE NEW TRANSFORMER. REFER TO SITE

PLANS FOR MORE INFORMATION.

3. PROVIDE NEW 12.47KV, 3-PHASE, SECTIONALIZING

TERMINATING CABINET. REFER TO SITE PLANS FOR

MORE INFORMATION.

4. PROVIDE NEW 6 WAY SF 6 SWITCH (2 THRU WAYS

AND 4 PROTECTED RADIAL WAYS). REFER TO SITE

PLANS AND SPECIFICATIONS FOR MORE

INFORMATION.

SHEET KEYNOTES

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