EAFB B-21 SIM Amendment AM-0009 Dwgs Vol1.pdf

PDF 4 MB Posted May 3, 2022

Attached to: ADAL Flight Simulator Facility, Ellsworth AFB, SD Federal contract opportunity
Solicitation number: W9128F21R0080
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for construction services for an addition and alteration to an existing flight simulator facility at Ellsworth Air Force Base in South Dakota. The estimated cost of construction is between $20-40 million. Interested contractors must register in the System for Award Management to receive the solicitation documents, which will be posted on Contract Opportunities at SAM.gov. Due to current site access limitations, the Army Corps of Engineers will provide virtual site access through photos, drawings and a teleconference. Questions regarding the solicitation should be submitted through ProjNet and responses are due by October 15, 2021. The solicitation is open to both large and small businesses.

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Other files for this federal contract opportunity

Other files attached to ADAL Flight Simulator Facility, Ellsworth AFB, SD, newest first.
File	Type	Posted
Am-0013_W9128F21R0080.pdf	PDF	Nov 21, 2022
Am-0012_W9128F21R0080.pdf	PDF	Nov 2, 2022
Am-0011_W9128F21R0080.pdf	PDF	Aug 2, 2022
Am_0010.pdf	PDF	May 17, 2022
Am_0009.pdf	PDF	May 3, 2022
EAFB B-21 SIM Amendment AM-0009 Dwgs Vol2.pdf	PDF	May 3, 2022
AM-0008 Dwgs Vol1.pdf	PDF	Dec 30, 2021
Am_0008.pdf	PDF	Dec 30, 2021
AM-0008 Dwgs Vol2.pdf	PDF	Dec 30, 2021
Am-0007_W9128F21R0080.pdf	PDF	Dec 21, 2021
Am-0006_W9128F21R0080.pdf	PDF	Dec 10, 2021
Am-0005_W9128F21R0080.pdf	PDF	Nov 30, 2021
Am-0004_W9128F21R0080.pdf	PDF	Nov 19, 2021
100-Design_SPECS_W9128F21R0080_B21-ADAL-Flight-Sim(EL95).pdf	PDF	Oct 26, 2021
100-Design_Vol1_W9128F21R0080_B21-ADAL-Flight-Sim(EL95).pdf	PDF	Oct 26, 2021
100-Design_Vol2_W9128F21R0080_B21-ADAL-Flight-Sim(EL95).pdf	PDF	Oct 26, 2021
Am-0003_W9128F21R0080.pdf	PDF	Oct 26, 2021
Am-0002_W9128F21R0080.pdf	PDF	Oct 12, 2021
Am-0001_W9128F21R0080.pdf	PDF	Oct 5, 2021
100-BackCheck_DWGS_Vol2_W9128F21R0080_B21-ADAL-Flight-Sim(EL95).pdf	PDF	Sep 14, 2021
100-BackCheck_DWGS_Vol1_W9128F21R0080_B21-ADAL-Flight-Sim(EL95).pdf	PDF	Sep 14, 2021
Vol-1-Technical_SPECS_W9128F21R0080_B21-ADAL-Flight-Sim(EL95).pdf	PDF	Sep 14, 2021

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SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

B8225

" R

C P

30" RCP

RICKENBACKER ST.

INV=3225.88

INV.NE=3225.64

INV.NW=3225.63

INV.S=3222.41

SIM

FACILITY

ADDITION

EXISTING

SIM

FACILITY

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

OVERALL SITE PLAN

PLAN NORTH

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

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

GENERAL SHEET NOTES

SCALE: 1" = 60' 0 60' 120'

CS102

CS101

MATCH LINE

D . E

G E

R O

CS100

-0

N S

MECH

SIM FACILITY

ADDITION

FFE=3245.50

ELEC

B8225

UTILITY

YARD

FFE=3246.8

26' 26' 26' 6'

23'

R40'

R24

R15

R2.5

R12

6'6'

R40'

5'28' 20'

22.42'

20'

7' 10 .7

70'

10'

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

SITE PLAN

PLAN NORTH

MATCH LINE - SEE SHEET CS102 FOR CONTINUATION

TYP.

1. SITE BITUMINOUS PAVEMENT AND BASE

- DETAIL E1/C-501

2. PORTLAND CEMENT CONCRETE

PAVEMENT AND BASE - DETAIL G1/C-501

3. ROAD BITUMINOUS PAVEMENT AND

BASE - DETAIL E4/C-501

4. 30" CONCRETE CURB AND GUTTER

MODIFIED TYPE B- DETAIL D6/C-502

5. 30" CONCRETE CURB AND GUTTER

MODIFIED TYPE BL- DETAIL D6/C-502

6. CONCRETE SIDEWALK - DETAIL F6/C-501

7. 4" PAINTED WHITE STRIPE

8. PAINTED UNIVERSAL ACCESSIBLE

SYMBOL - DETAIL A4/C-501

9. ACCESSIBLE PARKING MARKING AND

SIGN - DETAIL A1/C-501

12. ROAD CROSSWALK MARKING - DETAIL

A6/C-502

13. 4" DOUBLE SOLID YELLOW ROAD

MARKING - A8/C-501

14. 33' UNOBSTRUCTED SPACE

18. ACCESSIBLE RAMP - DETAIL D3/C-502

19. UTILITY YARD - SEE ARCHITECTURAL

PLANS

21. SITE HEAVY DUTY BITUMINOUS

PAVEMENT AND BASE - DETAIL G4/C-501

22. RIVER ROCK AND TRENCH DRAIN

BORDER - DETAIL F9/C-501

23. CONCRETE STOOP - SEE STRUCTURAL

PLAN

24. CONCRETE WHEEL STOP - DETAIL

A6/C-501

25. CONCRETE STAIRS AND LANDING - SEE

STRUCTURAL PLAN

36. RESTRIPE EXISTING PARKING TO

REMAIN

38. CONCRETE CURB AND GUTTER MATCH

EXISTING WIDTH AND PROFILE

40. 30" CONCRETE CURB AND GUTTER

MODIFIED ROLL CURB- DETAIL D6/C-502

STARTS AT CURB TAPER

41. TIED CONTRACTION JOINT - DETAIL

F1/C-505

44. THICKENED EDGE RIGID TO FLEXIBLE

PAVEMENT JOINT - DETAIL F6/C-505

45. BOLLARD - DETAIL D1/C-502

46. SITE LIGHTING - SEE ELECTRICAL PLAN

47. STRIPED ISLAND - DETAIL C8/C-501

53. 6' CURB TAPER - DETAIL E9/C-501

62. BICYCLE RACK - DETAIL A8/C-502

65. THICKENED EDGE EXPANSION JOINT AT

STRUCTURE/BLDG - DETAIL F3/C-505

68. VIHICLE RESTRICTION GATE - DETAIL

B8/C-507

69. BUILDING BOLLARD - SEE STRUCTURAL

PLAN

1. REFER TO C-001 FOR ABBREVIATIONS

AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL

NOTES.

3. COORDINATES FOR THE BUILDING ARE

LOCATED AT THE OUTSIDE FACE OF

WALL. COORDINATE BUILDING LAYOUT

WITH THE ARCHITECTURAL PLANS.

41 41

44 44

TYP.

46 TYP.

EXISTING DISPLACED PARKING 104

SPACES

SIM PARKING (75 FTE) 53

POV SPACES @ 70%

ACCESSIBLE PARKING 6

SPACES

TOTAL POV SPACES

REQUIRED/PROVIDED 157/157 POV

TOTAL ACCESSIBLE PARKING

SPACES

REQUIRED/PROVIDED 6/6

SCALE: 1" = 30' 0 30' 60'

5 7

2 2

21 21 21

65 65 65

PARKING ANALYSIS

SHEET KEYNOTES

PARKING ANALYSIS

68 68

1. THE PARKING LOT BID OPTION SOUTH

OF EP HOWE SHALL INCLUDE ALL

CURB AND GUTTER, SIDEWALKS,

PAVEMENT AND AGGREGATE BASE,

STRIPING, SITE LIGHTING, AND THE

DUMPSTER YARD.

2. THE BASE BID FOR THE PARKING LOT

SOUTH OF EP HOWE SHALL INCLUDE

ALL CLEARING, GRADING AND

DRAINAGE, FILL AND COMPACTION

REQUIRED TO MEET FINAL GRADE,

NOT SUBGRADE, SITE STABILIZATION,

AND THE WATER QUALITY BMP.

3. IF THE PARKING LOT BID OPTION IS

AWARDED, THEN THE CONTRACTOR

SHALL FOLLOW ALL REQUIREMENTS

WITHIN THE CONTRACT DOCUMENTS

AND REMOVE FILLING THE SITE TO

FINAL GRADE AND FILL THE SITE TO

THE REQUIRED SUBGRADE.

BID OPTION NOTES

PARKING LOT BID OPTION BOUNDARY

TYP.

TYP. TYP.

TYP.

STAKING POINT TABLE

PT. #

NORTHING

676 333.91

676 170.61

676 412.05

676 389.33

EASTING

1 244 367.68

1 244 484.97

1 244 415.67

1 244 388.53

DESC.

bldg bldg bldg bldg

D . E

G E

R O

CS101

-0

N S

" R

C P

" R

C P

12" RCP

" R

C P

24" RCP

INV=3234.92

INV=3233.63

INV=3233.35

" R

C P

" R

C P

INV.NE=3232.93

INV.NW=3232.67

INV.SE=3232.67

30" RCP

RICKENBACKER ST.

18" RCP

15" RCP

24" RCP

INV=3233.89

2" GAS

6" W

8" W

RIM=3238.01

INV.NW=3234.18

INV.W=3234.14

INV=3233.15

RIM=3241.71

INV=3239.47

6" W

8" W

GRAVEL

RICKENBACKER ST.

INV=3225.88

INV.NE=3225.64

INV.NW=3225.63

INV.S=3222.41

EMH

UNVERIFIED

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

MECH

COMM

ELEC

ST ST ST ST

STSTSTSTST

ST ST

ST ST ST ST

ST ST

UTILITY

YARD

FFE=3246.8

P P P

COCO

CO_E

CO_NCO

COCO CO

OFFSITE

FTU AREA

P P

P P P

B8225

SIM

FACILITY

ADDITION

EXISTING

SIM

FACILITY

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

OVERALL GRADING AND DRAINAGE PLAN

PLAN NORTH

CG102

CG101

SCALE: 1" = 60' 0 60' 120'

1. REFER TO C-001 FOR ABBREVIATIONS AND

LEGENDS.

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

GENERAL SHEET NOTES

MATCH LINE

D . E

G E

R O

L G

A N

D D

CG100

-0

O R

P R

-0

N S

2" GAS

MECH

SIM FACILITY

ADDITION

FFE=3245.50

ELEC

B8225

ST ST ST ST ST ST ST ST ST

STSTSTSTSTSTSTSTSTSTST

ST ST ST ST

ST ST ST ST ST ST ST ST ST

ST ST ST ST

43.5

42.342.4

45.4643.143.1

43.1 42.8

43.143.1 42.8

42.6 45.2

45.2

44.7

44.5 44.5 42.944.844.844.8

45.0 44.3

44.6

44.3

44.90

44.

44.3

44.

44.75

44.

44.63

44.

44.48

44.

45.03

44.

44.33

46.546.2

UTILITY

YARD

FFE=3246.8

P P

45.46

45.46 45.46

45.0 45.0

P P P P P P P

P P

CO_E

CO_NCO

COCO CO

37.237.443.5 43.5

46.76

46.3

45.6 45.6

45.1

44.9

45.46 45.46

45.46

45.46 45.46

45.34

45.34 45.34

45.4645.0

45.1

45.0

43.5 45.4645.46

45.46 45.0

45.0

45.1 45.0

45.0

P P P P P P P

3241 3238

3240 3237

STDI-A5STDI-A4

STDI-A6

STDI-A4.1

STDI-A4.2

STDI-B5

STDI-B4 STDI-B3

STDI-B2

STMH-B1

STHW-B0

STCI-B2.1

STDI-B2.5

40 32

47 32

CO INV=3243.0

CO INV=3242.4

CO INV=3243.0

CO INV=3241.0

CO INV=3240.8

CO INV=3241 CO INV=3240.2

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

GRADING AND DRAINAGE PLAN

PLAN NORTH

MATCH LINE - SEE SHEET CG102 FOR CONTINUATION

1. REINFORCED CONCRETE STORM

SEWER PIPE

2. PRECAST CONCRETE MANHOLE -

DETAIL D3/C-503

3. PRECAST CONCRETE DROP INLET -

DETAIL D3/C-503

5. PRECAST CONCRETE HEADWALL -

DETAIL A1/C-503

6. PERIMETER TRENCH DRAIN (SEE

GENERAL SHEET NOTE 7) - DETAIL

F9/C-501

13. PRECAST CURB INLET - DETAIL D1/C-503

28. EXTEND EXISTING UNDERDRAIN PIPE

TO THE DITCH WITH 4" HDPE

29. SEE GENERAL NOTE 3 - THIS SHEET

1. REFER TO C-001 FOR ABBREVIATIONS

AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL

NOTES.

3. CONTRACTOR SHALL FIELD LOCATE

EXISTING UNDER DRAIN, DEMOLISH AND

REMOVE THE UNDER DRAIN THAT FALLS

UNDER THE ADDITION, AND CONNECT

EXISTING UNDER DRAIN TO STDI A6

WITH A 4” PVC PIPE ENSURING A 1%

MINIMUM SLOPE AND POSITIVE

DRAINAGE OF UNDER DRAIN SYSTEM.

4. ALL SPOT ELEVATIONS ARE

TRUNCATED. DATUM STARTS AT 3200

5. SEE PROFILES FOR STORM SEWER PIPE

SIZES AND MATERIAL TYPES.

6. SEE DETAILS FOR PIPE BEDDING

REQUIREMENTS.

7. PERIMETER TRENCH DRAINS SHALL BE

SLOPED AT 1% MINIMUM FROM THE

STARTING POINT TO THE CONNECTING

MANHOLE OR INLET. PERFORATED PIPE

SHALL ONLY BE USED IN THE GRAVEL

TRENCH DRAIN. SOLID PIPE SHALL BE

USED UNDER ALL HARD SURFACES AND

OUTSIDE THE GRAVEL TRENCH DRAIN.

8. ALL PERIMETER DRAIN CLEANOUTS

SHALL HAVE A COLOR MATCHING 6-INCH

PVC DRAIN GRATE IN LIEU OF A CAP

INSTALLED 2-INCHES ABOVE

SURROUNDING RIVER ROCK ELEVATION.

9. REFER TO CS101 AND CS102 FOR THE

PARKING LOT BID OPTION GRADING,

DRAINAGE, AND STABILIZATION

REQUIREMENTS.

SHEET KEYNOTES

GENERAL SHEET NOTES

SCALE: 1" = 30' 0 30' 60'

1 5

3 3

3 3 3

D . E

G E

R O

G R

G A

N D

D R

CG101

-0

N S

" R

C P

30" RCP

RICKENBACKER ST.

GRAVEL

RICKENBACKER ST.

INV=3225.88

INV.NE=3225.64

INV.NW=3225.63

INV.S=3222.41

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

MECH

COMM

ELEC

ST ST ST ST

STSTSTSTST

ST ST

ST ST ST ST

ST ST

UTILITY

YARD

FFE=3246.8

C/L

14 12

P P P

COCO

CO_E

CO_NCO

COCO CO

OFFSITE

FTU AREA

P P

P P P

C/L C/L

C /L

C/LC/L

C /L

C/L

C /L

C/LC

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/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/L

C/L

C /L

C/L

B8225

XX XX XX XX XX XX

XX XX XX XX

XX XX

EXISTING

SIM

FACILITY

SIM

FACILITY

ADDITION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

OVERALL EROSION CONTROL PLAN

PLAN NORTH

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

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

GENERAL SHEET NOTES

SCALE: 1" = 60' 0 60' 120'

CE102

CE101

MATCH LINE

D . E

G E

R O

O N

C O

O L

CE100

-0

O R

P R

-0

N S

2" GAS

MECH

SIM FACILITY

ADDITION

FFE=3245.50

ELEC

B8225

ST ST ST ST ST ST ST ST ST

STSTSTSTSTSTSTSTSTSTST

ST ST ST ST

ST ST ST ST ST ST ST ST ST

ST ST ST ST

UTILITY

YARD

FFE=3246.8

C /L

P P

P P P P P P P

P P

CO_E

CO_NCO

COCO CO

P P P P P P P

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

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

/LXX

3241 3238

3240 3237

40 32

47 32

STDI-A5STMI-A4

STDI-A6

STMI-A4.1

STMI-A4.2

STMI-B5

STMI-B4 STMI-B3

STMI-B2

STMH-B1

STHW-B0

STCI-B2.1

STMI-B2.5

SIM

FACILITY

ADDITION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

EROSION CONTROL PLAN

PLAN NORTH

MATCH LINE - SEE SHEET CE102 FOR CONTINUATION

1. REFER TO C-001 FOR ABBREVIATIONS

AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL

NOTES.

3. EROSION CONTROL ELEMENTS ARE

SHOWN AT ALL REQUIRED LOCATIONS.

CONTRACTOR SHALL IMPLEMENT

CONTROLS AT THE CORRECT TIME

DURING CONSTRUCTION AND MODIFY

OR ADD CONTROLS AS THE NEED

ARISES OR AS DIRECTED BY THE COR.

COORDINATE WITH SHEET C-002,

GENERAL EROSION CONTROL NOTES

AND THE CONTRACTOR DEVELOPED

STORMWATER POLLUTION

PREVENTION PLAN (SWPPP).

4. REFER TO CS101 AND CS102 FOR THE

PARKING LOT BID OPTION GRADING,

DRAINAGE, AND STABILIZATION

REQUIREMENTS.

1. RIP-RAP - DETAIL A5/C-504

2. TEMPORARY SEDIMENT TRAP -

DETAIL A1/C-504

3. TEMPORARY SILT FENCE - DETAIL

D6/C-504

4. TEMPORARY CONSTRUCTION

ENTRANCE - DETAIL D1/C-504

5. TEMPORARY CURB INLET GRAVEL

FILTER - DETAIL D3/C-504

SHEET KEYNOTES

GENERAL SHEET NOTES

SCALE: 1" = 30' 0 30' 60'

3 1

2 2 2

D . E

G E

R O

N C

O N

CE101

-0

N S

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

SET R

EBAR

.21

BASE C

ONTR

OL L

OGO C

.96

MECH

COMM

ELEC

ST ST ST ST

STSTSTSTST

W W

ST ST

ST ST ST ST

W W W

G G G

G G

GGG

C R

C S

ST ST

U P

UP UP

U E

HYD

UC UC

U C

UTILITY

YARD

FFE=3246.8

P P P

COCO

CO_E

CO_NCO

COCO CO

27.7

SS SS SS

P P

P P P

FDC

U C

B8225

" R

C P

INV=3237.12

6" PVC

8" PVC

30" RCP

RICKENBACKER ST.

8" P

8" PVC

2" GAS

6" W

8" W

SSMH

RIM=3251.94

INV.NW=3243.88

INV.SE=3243.84

SSMH

RIM=3241.23

INV.NW=3235.15

INV.SE=3235.07

SSMH

RIM=3239.26

INV.NW=3234.50

INV.NE=3234.37

SSMH

RIM=3242.24

INV.SW=3232.81

INV.SE=3232.80

SSMH

RIM=3240.60

SSMH

RIM=3242.92

INV.N=3230.21

INV.S=3230.12

6" W

8" W

GRAVEL

RICKENBACKER ST.

INV=3225.88

INV.NE=3225.64

INV.NW=3225.63

INV.S=3222.41

EMH

UNVERIFIED

SIM

FACILITY

ADDITION

EXISTING

SIM

FACILITY

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

OVERALL UTILITY PLAN

PLAN NORTH

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

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

GENERAL SHEET NOTES

SCALE: 1" = 60' 0 60' 120'

CU102

CU101

MATCH LINE

D . E

G E

R O

L U

CU100

-0

O R

P R

-0

N S

MECH

SIM FACILITY

ADDITION

FFE=3245.50

ELEC

B8225

ST ST ST ST ST ST ST ST ST

STSTSTSTSTSTSTSTSTSTST

W W

ST ST ST ST

ST ST ST ST ST ST ST ST ST

FW W W W W W W

G G

GGGGGGG

C R

C S

ST ST ST ST

U E

HYD

U C

UTILITY

YARD

FFE=3246.8

P P

P P P P P P P

P P

CO_E

CO_NCO

COCO CO

SS SS SS SS SS SS SS

P P P P P P P

FDC

8" P

8" PVC

2" GAS

SSMH

RIM=3251.94

INV.NW=3243.88

INV.SE=3243.84

SSMH

RIM=3242.24

INV.SW=3232.81

INV.SE=3232.80

SSMH

RIM=3240.60

SSMH

RIM=3242.92

INV.N=3230.21

INV.S=3230.12

COSSCO-1

SSMH-3

SSMH-2

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

O C

B-

: A D

H T

O R

C E

, S O

P R

C T

N U

R : F

A D

N U

, S U

O M

A, N

U S

Y C

O R

ADVERTISEMENT - 100% DESIGN

SIM

-0

O R

P R

UTILITY PLAN

PLAN NORTH

MATCH LINE - SEE SHEET CU102 FOR CONTINUATION

1. 8" WATER MAIN

2. 2" NATURAL GAS LINE

3. 90° BEND WITH CONCRETE THRUST

BLOCK - DETAIL A7/C-506

4. 45° BEND WITH CONCRETE THRUST

BLOCK - DETAIL A7/C-506

6. 4" CHILLED WATER SUPPLY AND

RETURN

7. 2 1/2" DOMESTIC WATER SERVICE LINE

8. FIRE HYDRANT ASSEMBLY - DETAIL

D1/C-506

9. 6" SANITARY SEWER PIPE

10. PRECAST SANITARY SEWER MANHOLE

- DETAIL A1/C-502

11. UNDERGROUND ELECTRICAL

CONCRETE DUCT BANK - SEE

ELECTRICAL PLANS

12. UNDERGROUND COMMUNICATION

CONCRETE DUCT BANK - SEE

ELECTRICAL PLANS

14. UTILITY YARD - SEE ARCHITECTURAL,

MECHANICAL AND STRUCTURAL

PLANS

15. FIRE DEPARTMENT CONNECTION AND

DRY WELL - DETAIL D4/C-506

19. SITE LIGHTING - SEE ELECTRICAL

PLANS

20. CLEANOUT - DETAIL D8/C-506

21. 8x6 TEE WITH CONCRETE THRUST

BLOCK - DETAIL A4/C-506

24. 8" SANITARY SEWER PIPE

28. 6" FIRE WATER SERVICE LINE

30. 6" WATER SERVICE LINE

33. POST INDICATOR VALVE - DETAIL

A1/C-506

49. 8" WATER VALVE

50. 6" WATER VALVE

51. 2 1/2" WATER VALVE

56. 8" TAPPING SLEEVE WITH 8" TAPPING

VALVE

63. 6x6 TEE WITH 6x2 1/2 REDUCER AND

CONCRETE THRUST BLOCK

1. REFER TO C-001 FOR ABBREVIATIONS

AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL

NOTES.

3. REFER TO ELECTRICAL SITE PLAN FOR

SITE LIGHTING CIRCUIT LAYOUT.

4. REFER TO CS101 AND CS102 FOR THE

PARKING LOT BID OPTION SITE

LIGHTING REQUIREMENTS.

19 TYP.

SHEET KEYNOTES

GENERAL SHEET NOTES

SCALE: 1" = 30' 0 30' 60'

8 3

3 3

33 21

19 TYP.

21.89

4.47

16.03 23.92

9.34

# STAKING POINT TABLE

PT. #

NORTHING

676 357.64

676 094.60

676 001.19

EASTING

1 244 749.35

1 244 415.26

1 244 493.41

DESC.

WTR TEE

SSMH

28 63

D . E

G E

R O

CU101

-0

N S

Sheets and Views

CS100

CS101

CG100

CG101

CE100

CE101

CU100

CU101

File details come from the government source that posted it. Updated May 3, 2022.