Am 0002 - GFND00100 - 35 percent DB ADVERTISEMENT.PDF

PDF 16 MB Posted Mar 27, 2023

Attached to: DRP Formal Training Unit Bldg. 631
Solicitation number: W9128F23R0018
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation requests proposals for the construction of DRP Formal Training Unit Building 631. The U.S. Army Corps of Engineers Engineering District Omaha seeks to award a contract between $25 million and $100 million for the project. Interested offerors must register in the System for Award Management and include NAICS code 236220 in their profiles. Proposals are due by December 30, 2022. The solicitation and any forthcoming amendments will be posted on SAM.gov. Questions regarding the solicitation must be submitted through Bidder Inquiry in ProjNet.

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Other files

File	Type	Posted
Am_0007_specs.pdf	PDF	May 9, 2023
Am 0007 - W9128F23R0018 - 09 May 23.pdf	PDF	May 9, 2023
Am 0006 - 04 May 23.pdf	PDF	May 4, 2023
Am_0005_Dwgs.pdf	PDF	May 3, 2023
Am_0005_Specs.pdf	PDF	May 3, 2023
Am 0005 - 03 May 23.pdf	PDF	May 3, 2023
Am 0004 - 19 Apr 23.pdf	PDF	Apr 19, 2023
Am_0004.pdf	PDF	Apr 19, 2023
CADD files.zip	ZIP file	Apr 19, 2023
Am 0003 - W9128F23R0018 - 04 April 23.pdf	PDF	Apr 4, 2023
Grand Forks - Seymour Johnson - Grissom GEN Approval Memo - 10 Mar 23.pdf	PDF	Apr 4, 2023
Tab 3 - Grand Forks AFB (Backup Generators)_Final Signed.pdf	PDF	Apr 4, 2023
Grand Forks - FE Warren - Grissom FAP Approval Memo - 10 Mar 23.pdf	PDF	Apr 4, 2023
Tab 5 - Justification and Approval Generators 17 Dec 21.pdf	PDF	Apr 4, 2023
Tab 6 - Justification and Approval Fire Alarm Panels 17 Dec 21.pdf	PDF	Apr 4, 2023
Phase 2 - Grand Forks Bldg 631 - 27 Mar 23.pdf	PDF	Mar 27, 2023
APPENDIX D.pdf	PDF	Mar 27, 2023
W9128F-23-R0018_SPECS_GFND00100.pdf	PDF	Mar 27, 2023
Amendment 0001 - Attachments -3 - COMPANY SPECIALIZED EXPERIENCE.pdf	PDF	Dec 8, 2022
Amendment 0001 - Attachments -6 - PAST PERFORMANCE.pdf	PDF	Dec 8, 2022
Amendment 0001 - Attachment 7 - KEY PERSONNEL.pdf	PDF	Dec 8, 2022
AMENDMENT 0001 - W9128F23R0018.pdf	PDF	Dec 8, 2022
Phase 1 Solicitation - DRP FTU Bldg 631 - 30 Nov 22.pdf	PDF	Nov 30, 2022

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TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

ABBREVIATIONS

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-G I1 to

.d w g

T, O

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

BLDG 631

NEW COMM. BLDG

CONTRACTOR'S ACCESS ROUTE

ENTRY CONTROL FACILITY

US HWY 2

A1 SCALE: 1" = 500'

GENERAL AREA PLAN AND CONTRACTOR'S ACCESS ROUTE

NORTH

GI101

A R

C O

R 'S

A C

S R

O U

500' 1000'0

A11 SCALE: 1" = 3000'

PROJECT LOCATION PLAN

NORTH

GRAND FORKS AFB

BLDG 631

H11 SCALE: N.T.S

PROJECT VICINITY PLAN

NORTH

GRAND FORKS AFB

AutoCAD SHX Text

BASE BOUNDARY

AutoCAD SHX Text

ALERT AVE.

AutoCAD SHX Text

2ND

AutoCAD SHX Text

A ST.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ST.

AutoCAD SHX Text B

AutoCAD SHX Text

1ST AVE.

AutoCAD SHX Text U.S. 2

AutoCAD SHX Text

3RD AVE.

AutoCAD SHX Text

EIELSON ST.

AutoCAD SHX Text

STEEN BLVD.

AutoCAD SHX Text

EIELSON ST.

AutoCAD SHX Text

LOX AVE.

AutoCAD SHX Text

F ST.

AutoCAD SHX Text

7TH AVE.

AutoCAD SHX Text

G ST.

AutoCAD SHX Text

TUSKEGEE AIRMAN BLVD.

AutoCAD SHX Text

H ST.

AutoCAD SHX Text

H ST.

AutoCAD SHX Text

HAWAII ST.

AutoCAD SHX Text

I ST.

AutoCAD SHX Text

HOLLY DR.

AutoCAD SHX Text

7TH AVE.

AutoCAD SHX Text

HOLZAPPLE ST.

AutoCAD SHX Text

HOLZAPPLE ST.

AutoCAD SHX Text

INDIANA ST.

AutoCAD SHX Text

TUSKEGEE AIRMAN BLVD.

AutoCAD SHX Text

IOWA ST.

AutoCAD SHX Text

PENN AVE.

AutoCAD SHX Text

J ST.

AutoCAD SHX Text

J ST.

AutoCAD SHX Text

REDWOOD DR.

AutoCAD SHX Text

POPLAR AVE.

AutoCAD SHX Text

MAXWELL AVE.

AutoCAD SHX Text

GUMWOOD

AutoCAD SHX Text

JUNIPER AVE.

AutoCAD SHX Text

KORINA AVE.

AutoCAD SHX Text

MARCH DR.

AutoCAD SHX Text

KENTUCKY ST.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

HEMLOCK RD.

AutoCAD SHX Text

STEEN BLVD.

AutoCAD SHX Text

HEMLOCK RD.

AutoCAD SHX Text

BIRCH AVE.

AutoCAD SHX Text

LOUISIANA ST.

AutoCAD SHX Text

ASH AVE.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

LOUISIANA

AutoCAD SHX Text

MARCH DR.

AutoCAD SHX Text

N. NEVADA DR.

AutoCAD SHX Text

HICKAM DR.

AutoCAD SHX Text

RANDOLPH AVE.

AutoCAD SHX Text

REDWOOD DR.

AutoCAD SHX Text

HICKAM DR.

AutoCAD SHX Text

LANGLEY

AutoCAD SHX Text

REDWOOD DR.

AutoCAD SHX Text

CEDAR

AutoCAD SHX Text

SPRUCE DR.

AutoCAD SHX Text

S. NEVADA DR.

AutoCAD SHX Text

MONTANA ST.

AutoCAD SHX Text

MARCH DR.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

NEVADA DR.

AutoCAD SHX Text

HICKAM DR.

AutoCAD SHX Text

HICKAM CIR.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

MARCH DR.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text B3

AutoCAD SHX Text

COUNTY ROAD B3

AutoCAD SHX Text

FREEDOM

AutoCAD SHX Text

DR.

AutoCAD SHX Text

SUNFLAKE

AutoCAD SHX Text

CIR.

AutoCAD SHX Text

DAKOTA DR.

AutoCAD SHX Text

SUNFLAKE

AutoCAD SHX Text

SUNFLAKE

AutoCAD SHX Text

CIR.

AutoCAD SHX Text

CIR.

AutoCAD SHX Text

DAKOTA

AutoCAD SHX Text

MEADOWLARK

AutoCAD SHX Text

LANE

AutoCAD SHX Text

DR.

AutoCAD SHX Text

FIR AVE.

AutoCAD SHX Text

UG WT

AutoCAD SHX Text

TANK

AutoCAD SHX Text

PET

AutoCAD SHX Text

CEMETERY

AutoCAD SHX Text

RECREATION

AutoCAD SHX Text

AREA

AutoCAD SHX Text

UG WT

AutoCAD SHX Text

FT'S

AutoCAD SHX Text

TANK

AutoCAD SHX Text

2-UGFT

AutoCAD SHX Text

2-FT

AutoCAD SHX Text

2-FT

AutoCAD SHX Text

10TH AVE.

AutoCAD SHX Text

OPEN STORAGE

AutoCAD SHX Text

TANK

AutoCAD SHX Text

EIELSON ST.

AutoCAD SHX Text

VANDENBURG ST.

AutoCAD SHX Text

ELLSWORTH

AutoCAD SHX Text

MALMSTROM AVE.

AutoCAD SHX Text

WARREN ST.

AutoCAD SHX Text

WHITEMAN ST.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

NORTON ST.

AutoCAD SHX Text I

AutoCAD SHX Text

ST.

AutoCAD SHX Text

OREGON ST.

AutoCAD SHX Text

J ST.

AutoCAD SHX Text

WILLOW AVE.

AutoCAD SHX Text

SPRUCE

AutoCAD SHX Text

ASPEN AVE.

AutoCAD SHX Text

BEECH DR.

AutoCAD SHX Text

TEAK AVE.

AutoCAD SHX Text

J ST.

AutoCAD SHX Text

SYCAMORE DR.

AutoCAD SHX Text

SYCAMORE DR.

AutoCAD SHX Text

LOUISIANA ST.

AutoCAD SHX Text

BEECH DR.

AutoCAD SHX Text

BEECH

AutoCAD SHX Text

CYPRESS DR.

AutoCAD SHX Text

SPRUCE

AutoCAD SHX Text

MISSOURI ST.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

BEECH DR.

AutoCAD SHX Text

GRENADE RANGE

AutoCAD SHX Text

RIFLE RANGE

AutoCAD SHX Text

BERMS

AutoCAD SHX Text

AREA

AutoCAD SHX Text

BBQ

AutoCAD SHX Text

COUNTY ROAD B3

AutoCAD SHX Text

DOGWOOD DR.

AutoCAD SHX Text

DOGWOOD DR.

AutoCAD SHX Text

NEW JERSEY ST.

AutoCAD SHX Text

LOUISIANA ST.

AutoCAD SHX Text

CYPRESS DR.

AutoCAD SHX Text

CYPRESS DR.

AutoCAD SHX Text

US 2

AutoCAD SHX Text

TANK

AutoCAD SHX Text

DOGWOOD DR.

AutoCAD SHX Text

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-G I1 to

.d w g

T, O

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

BLDG. 631

RENOVATION

A1 SCALE: 1" = 100'

GENERAL SITE PLAN

NEW COMMUNICATIONS BLDG

CONTRACTOR'S STAGING

AND LAYDOWN AREA

OPTION 1

VF101

CD101

CS101

CU101

VF102

CU102

GI102

NORTH

IF OPTION 1 STAGING AREA IS USED,

CREATE TEMPORARY DRIVE

BETWEEN PAVEMENT AREAS

DURING CONSTRUCTION.

UPON CONSTRUCTION COMPLETION,

CREATE PERMANENT FIRE ENTRANCE/

LANE. SEE SHEET CS101

CONTRACTOR'S

ACCESS ROUTE

100' 200'0

REGARDLESS OF STAGING AND

LAYDOWN AREA CHOSEN, MAINTAIN

ACCESS TO PARKING LOT

THROUGHOUT CONSTRUCTION.

PLACE TEMPORARY PAVEMENT FOR

ACCESS IF NECESSARY.

CONTRACTOR'S STAGING

AND LAYDOWN AREA

OPTION 2

(FILL) SILTY SAND, dark gray, medium dense, trace gravel, dry, 10% gravel, 6% coarse sand, 20% medium sand, 30% fine sand, 34% fines, Opt. MC = 8.7%, Max. DD = 128.5 pcf, pH = 8.77, SO4 = 14 ppm, Resistivity = 117 ohm-cm

GF22-01

OCTOBER 5, 2022

N 365237.380 E 2730334.829

ELEV. 903.6 FT

VEGETATION AT SURFACE

LL PIMC N

5% 33

EOB - 25.0 FT BELOW GROUND SURFACE

0.0

5.0

DEPTH (FT)

BORING NOTES

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF

FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.

ARE FIELD DESCRIPTIONS MADE BY THE GEOLOGIST IN THE FIELD AT THE

TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR

LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT

THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT

THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF

THE SOILS WHICH WERE ENCOUNTERED AT THAT LOCATION; HOWEVER,

WATER LEVELS CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS

OF THE YEAR OR FROM YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC

CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY GROUNDWATER

CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.

3. FOR SOIL BORING LOCATIONS, SEE SHEETS VF100 AND VF101.

4. COORDINATE SYSTEM: NORTH DAKOTA NORTH STATE PLANE (3301)

DATUM: NAVD88, NAD83

10.0

15.0

BORING LEGEND

GF22-01

OCTOBER 5, 2022

N 365237.380 E 2730334.829

ELEV. 903.6 FT

% fines

Opt. MC

Max. DD pH

SO4

ppm

Resistivity

EOB

BORING NUMBER

DATE BORING COMPLETED

UNITED STATES STATE PLANE COORDINATES, US SURVEY

FEET, ZONE 3301, NORTH DAKOTA NORTH

TOP OF BORING ELEVATION ROUNDED TO NEAREST

TENTH-FOOT (NAVD88)

NATURAL MOISTURE CONTENT IN PERCENT (ASTM D2216)

LIQUID LIMIT

PLASTICITY INDEX

STANDARD PENETRATION BLOW COUNT. NUMBER OF

BLOWS FOR A 140-POUND WEIGHT DROPPING 30 INCHES TO

DRIVE A 2-INCH OUTSIDE DIAMETER SAMPLER 1 FOOT.

PERCENT OF SOIL BY DRY WEIGHT PASSING THE NO. 200

SIEVE (ASTM D422 / C136)

OPTIMUM MOISTURE CONTENT FROM MODIFIED PROCTOR

COMPACTION TEST (ASTM D1557)

MAXIMUM DRY DENSITY FROM MODIFIED PROCTOR

COMPACTION TEST (ASTM D1557)

pH VALUE FROM LAB ANALYSIS (ASTM G51)

WATER SOLUBLE SULFATE FROM LAB ANALYSIS (ASTM

C1580)

PARTS PER MILLION

SOIL RESISTIVITY FROM LAB ANALYSIS (ASTM G57)

GROUNDWATER TABLE WHILE DRILLING

GROUNDWATER TABLE 24 HOURS AFTER DRILLING

BORING CAVE-IN DEPTH AND DATE MEASURED

END OF BORING

10/5

10/6

C.I. 10/5

POORLY GRADED SAND, brown, medium dense, dry, trace gravel moist, 1% coarse sand, 11% medium sand, 76% fine sand, 12% fines

LEAN CLAY, dark gray, soft, moist, trace silt 45 15

33%

37%

23%

22%

32 16

POORLY GRADED SAND WITH SILT, brown, medium dense, moist, 1% coarse sand, 11% medium sand, 76% fine sand, 12% fines

20.0

25.0

10/5

10/6 C.I. 10/5

C.I. 10/6

SP-SM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

-3

.d w g

C O

R N

R . S

B O

G L

O G

B-301

C :\T

0\ G

0B -3

W G

A M

C _B

&W .S

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

PIV

PIVPIV

PIV

I I I

PIVPIVPIV

PIV

D D

S S

CI D

ELEC

PIV

ELECTP

PIV

PIVE

ETW

CTW

CEC

TWPIV

PIVTW

ELEC

ELECTPJ

JDD

D D

COCO

ELECELECELECELECELECTP

E E

SAN SAN SAN

SAN

SAN SAN SAN

SAN

SAN SAN SAN

COMM

C O

M M

EEEEEEEE

COMM

C O

M M

E E

W W

COMM

G G

COMM COMM COMM

G G

W W

SAN

6"6"8"4"4"4"4"6"6"4"

18" 18"12" 12"6"18"12"12"8"15"18"10"10"18"8"18"8"15"

18" 24"

24" 6" 6"

10"

18" 15"

12" 18" 15" 18"15" 12"

12"18"24"

18"

15"12" 12"

8" 8" 8"

15"

10" 10"12"

12"

"10"

10"

8" 10"

12"

10"

12" 8"

4"8"8"8"8"8"6"8"12" 8"8"8"8"

12" 8"

8" 12"8"12"

18" 15"15" 10"8"8"

18" 18"

6"10" 18" 10"15" 15" 6"

10"10" 10"

8"10"

15"10"

15" 15"

10" 15" 10"

10"10"10"10"

8" 12"

12"

12" 12"

12"16" 16"

8"8"

IH 22-32 A

NORTHING = 364958.484

EASTING = 2731140.109

ELEVATION = 894.332

ALUMINUM CAP ON REBAR

EEE

GGGG

WWWWWWW

EEEEEEE COMM

COMMCOMMCOMM

C O

M M

E E

E W

NORTHING = 364196.552

EASTING = 2731104.466

ELEVATION = 896.084

BRASS CAP ON REBAR

ELEC

TPTP

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-V F1 to

.d w g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

A1 SCALE: 1" = 100'

SURVEY PLAN OVERVIEW

NORTH

VF100

100' 200'0

VF101

CD101

CS101

CU101

VF102

CU102

SURVEY NOTES

1) GRID COORDINATES ARE REFLECTED IN U.S. SURVEY FEET AND REFER TO THE NORTH

AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:

NORTH DAKOTA NORTH (FIPS 3301). THEY ARE BASED ON CONTROL POINT BASE.

2) ELEVATIONS ARE REFLECTED IN U.S. SURVEY FEET AND REFER TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT BASE.

3) TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.

FIELD SURVEY DATE: AUGUST 2022

4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.

5) COMBINED GRID FACTOR IS: 0.999899392

6) ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.

7) ALL UNDERGROUND UTILITIES WERE LOCATED BY BASE PERSONNEL AND 811

SOIL BORINGS

NAME NORTHING EASTING ELEVATION DESCRIPTION

GF 22-01 365237.380 2730334.829 903.594 SET LATHE

GF 22-02 365738.744 2729639.724 899.854 STAKED

GF 22-03 365841.690 2729935.781 897.197 STAKED

GF 22-04 365875.758 2730844.946 897.419 STAKED

GF 22-05 365822.484 2726238.691 903.678 SET LATHE

GF 22-06 374992.321 2729246.027 881.811 SET LATHE

CONTROL DATA

NAME NORTHING EASTING ELEVATION DESCRIPTION

BASE 362667.765 2731254.341 895.95 DISK IN CONCRETE

211 364196.552 2731104.466 896.084 BRASS CAP ON REBAR

IH 22-32 A 364958.484 2731140.109 894.332 ALUMINUM CAP ON REBAR

PIV

PIVPIV

PIV

D D

S S S

S S

J U

ELEC

PIV

ELECTP

TWPIV

PIV

ELEC

JDD

ELECELECELECELECELECTP

SAN

SAN SAN SAN SAN SAN SAN

SAN

SAN SAN

C O

M M

COMM

COMMCOMM

E E

COMM

C O

M M

C O

M M

COMM

EEEEEEEEEEEEEEEE

G G

WWW

E E E

EEEE

G G

COMMCOMMCOMM

C O

M M

E E

SD SD

SDE

COMM

G G

COMM

G G

W W

G G

COMM COMM COMM COMM COMM COMM

G G

W W

COMM

FINISHED FLOOR = 905.299

BLD 631

F.F. = 905.310

6"6"8" 4" 4" 4" 4"

6" 6"4"

15"

10" 10"12"

12"

10"

8" 10"

12"

MPS5078_1MPS5084_1

10"

12"

4" 8"8"8" 8" 8"

6" 8"12"

8" 8"8" 8"

12"

8" 8"

12"8" 12"

18"

15" 15"

10" 8"8" 18"

18"

6" 10" 18"

10" 15" 15" 6"

10"10"

10"

8"10"

15" 10"

15"

10" 15"

10" 10"10"10"10"

12"

12"16" 16"

8" 8"

C P

GF 22-01

IH 22-32 A

NORTHING = 364958.484

EASTING = 2731140.109

ELEVATION = 894.332

ALUMINUM CAP ON REBAR

EIELSO

E E

COMM

COMMCOMM

EEE

EEEEEEEEEEEE

GGGGGGGGGG

WWWWWWWWWWWWWWW

EEEEEEEEEEEEEEE

COMM

COMMCOMM

COMM

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

G G

C O

M M

C O

M M

RIM ELEVATION: 898.060

12” RCP N INVERT: 892.712

RIM ELEVATION: 898.261

8” PVC S INVERT: 884.037

8” PVC E INVERT: 884.120

8” PVC N INVERT: 884.209

RIM ELEVATION: 895.875

12” RCP W INVERT: 887.590

RIM ELEVATION: 895.506

S INVERT: 889.506 COULD NOT FIND OUTFALL

12” RCP SW INVERT: 889.176

12” RCP NW INVERT: 891.165

12” RCP E INVERT: 888.776

RIM ELEVATION: 898.485

12” RCP S INVERT: 891.215

12” RCP NE INVERT: 891.22

RIM ELEVATION: 897.090

12” RCP SE INVERT: 892.049

12” RCP W INVERT: 892.048

24” RCP N INVERT: 893.665

24” RCP S INVERT: 893.178

RIM ELEVATION: 902.555

15” RCP E INVERT: 900.377

RIM ELEVATION: 898.632

16” PVC SE INVERT: 897.339

24” RCP NW INVERT: 894.723

RIM ELEVATION: 899.808

16” PVC NW INVERT: 897.340

RIM ELEVATION: 899.486

15” RCP NE INVERT: 896.548

RIM ELEVATION: 901.989

15” RCP S INVERT: 895.050

15” RCP W INVERT: 895.014

RIM ELEVATION: 899.686

15” RCP E INVERT: 894.460

15” RCP SW INVERT: 894.784

15” RCP N INVERT: 894.353

RIM ELEVATION: 903.787

8” PVC SW INVERT: 898.048

8” PVC NE INVERT: 898.089

RIM ELEVATION: 892.246

8” PVC S INVERT: 887.319

8” PVC SW INVERT: 887.532

RIM ELEVATION: 898.235

12” RCP E INVERT: 893.317

12” RCP NW INVERT: 893.355

12” RCP SW INVERT: 893.401

RIM ELEVATION: 900.211

18” RCP NE INVERT: 894.786

RIM ELEVATION: 901.296

8” PVC NE INVERT: 890.153

8” PVC W INVERT: 890.085

RIM ELEVATION: 898.407

18” RCP SE INVERT: 894.593

12” PVC N INVERT: 893.318

RIM ELEVATION: 902.747

15” RCP W INVERT: 900.497

RIM ELEVATION: 903.009

15” RCP E INVERT: 899.500

15” RCP NW INVERT: 899.456

RIM ELEVATION: 904.154

15” RCP N INVERT: 898.981

15” RCP E INVERT: 899.009

15” RCP SE INVERT: 899.181

RIM ELEVATION: 904.226

8”PVC NE INVERT: 896.431

RIM ELEVATION: 902.920

8” PVC NE INVERT: 895.043

8” PVC SW INVERT: 894.716

8” PVC NW INVERT: 894.722

RIM ELEVATION: 903.434

8” PVC SE INVERT: 895.361

8” PVC NE INVERT: 897.580

8” PVC NW INVERT: 895.168

RIM ELEVATION: 903.191

8” PVC SE INVERT: 895.543

8” PVC NW INVERT: 895.683

TO LIFT STATION

DIESEL

TANK

BUILDING 670

FINISHED FLOOR = 904.790

AFFF

TANK

BLDG 655

903.144

FINISHED FLOOR = 905.569

8FT C

AIN

LIN

K W

/ BAR

B W

RIM ELEVATION: 898.030

8” PVC S INVERT: 883.647

8” PVC E INVERT: 884.354

8” PVC N INVERT: 883.646

EIELSO

LIFT STATION

EIELSO

RIM ELEVATION: 815.604

8”PVC E INVERT: 894.897

8”PVC SW INVERT: 897.899

8"SE INVERT: 895.226-

COULD NOT FIND OUTFALL

GENERATOR

PAD

RIM ELEVATION: 898.261

8” PVC S INVERT: 884.037

8” PVC E INVERT: 884.120 TO BLD

8” PVC N INVERT: 884.209

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-V F1 to

.d w g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

A1 SCALE: 1" = 50'

SURVEY PLAN - AREA 1

NORTH

VF101

50' 100'0

CI D

PIV

PIVE

E TW

COCO

SAN

SAN SAN

C O

M M

C O

M M

E E

SDSD

COMM

SAN

18"

18" 12"

12" 6" 18"

12" 12"8"15"18"10"10"18"8" 18" 8"

15"

18"

24"

10"

18"

15"

12" 18"

15"

18" 15"

12"

12" 18"

24"

18"

15"12"

12"

RIM ELEVATION: 897.759

18” RCP SE INVERT: 894.272 E E

E E

W W

COMM

WWW

RIM ELEVATION: 897.298

8” PVC S INVERT: 877.843

8” PVC W INVERT: 888.103

8” PVC E INVERT: 877.759

8” PVC N INVERT: 877.820

RIM ELEVATION: 895.789

18” RCP NW INVERT: 889.070

RIM ELEVATION: 897.867

18” RCP SE INVERT: 892.313

18” RCP N INVERT: 892.532

18” RCP NW INVERT: 892.517

RIM ELEVATION: 897.308

18” RCP S INVERT: 892.967

RIM ELEVATION: 897.686

8” PVC S INVERT: 882.930

8” PVC N INVERT: 882.957

NORTHING = 364196.552

EASTING = 2731104.466

ELEVATION = 896.084

BRASS CAP ON REBAR

12” PVC E

INVERT:

891.161

EIELSO

F.F. = 901.152

ELEC

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-V F1 to

.d w g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

A1 SCALE: 1" = 50'

SURVEY PLAN - AREA 2

NORTH

VF102

50' 100'0

PIV

PIVPIV

PIV

D D

S S S

S S

J U

ELEC

PIV

ELECTP

TWPIV

PIV

ELEC

JDD

ELECELECELECELECELECTP

SAN

SAN SAN SAN SAN SAN SAN

SAN

SAN SAN

C O

M M

COMM

COMMCOMM

E E

COMM

C O

M M

C O

M M

COMM

EEEEEEEEEEEEEEEE

G G

WWW

E E E

EEEE

G G

COMMCOMMCOMM

C O

M M

E E

SD SD

SDE

COMM

G G

COMM

G G

W W

G G

COMM COMM COMM COMM COMM COMM

G G

W W

COMM

FINISHED FLOOR = 905.299

BLD 631

F.F. = 905.310

6"6"8" 4" 4" 4" 4"

6" 6"4"

15"

10" 10"12"

12"

10"

8" 10"

12"

10"

12"

4" 8"8"8" 8" 8"

6" 8"12"

8" 8"8" 8"

12"

8" 8"

12"8" 12"

18"

15" 15"

10" 8"8" 18"

18"

6" 10" 18"

10" 15" 15" 6"

10"10"

10"

8"10"

15" 10"

15"

10" 15"

10" 10"10"10"10"

12"

12"16" 16"

8" 8"

C P

GF 22-01

IH 22-32 A

NORTHING = 364958.484

EASTING = 2731140.109

ELEVATION = 894.332

ALUMINUM CAP ON REBAR

EIELSO

E E

COMM

COMMCOMM

EEE

EEEEEEEEEEEE

GGGGGGGGGG

WWWWWWWWWWWWWWW

EEEEEEEEEEEEEEE

COMM

COMMCOMM

COMM

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

G G

C O

M M

C O

M M

DIESEL

TANK

BUILDING 670

FINISHED FLOOR = 904.790

AFFF

TANK

BLDG 655

903.144

FINISHED FLOOR = 905.569

8FT C

AIN

LIN

K W

/ BAR

B W

EIELSO

GENERATOR

PAD

REMOVE CURB AND GUTTER, ASPHALT

PAVEMENT,AND CURB RAMPS

REMOVE SIDEWALK

PROTECT EXISTING

COMM. HANDHOLE

REMOVE TREE/BUSH

REMOVE ELECTRIC PEDESTAL

DO NOT REPLACE AFTER PROJECT

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-C D

dw g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

A1 SCALE: 1" = 50'

DEMOLITION PLAN

NORTH

CD101

N P

PIV

PIVPIV

PIV

D D

S S S

S S

J U

ELEC

PIV

ELECTP

TWPIV

PIV

ELEC

JDD

ELECELECELECELECELECTP

SAN

SAN SAN SAN SAN SAN SAN

SAN

SAN SAN

C O

M M

COMM

COMMCOMM

E E

C O

M M

C O

M M

COMM

EEEEEEEEEEEEEEEE

G G

WWW

E E E

EEEE

G G

COMMCOMMCOMM

C O

M M

E E

SD SD

SDE

COMM

G G

COMM

G G

W W

G G

COMM COMM COMM COMM COMM COMM

G G

W W

COMM

FINISHED FLOOR = 905.299

BLD 631

F.F. = 905.310

6"6"8" 4" 4" 4" 4"

6" 6"4"

15"

10" 10"12"

12"

10"

8" 10"

12"

10"

12"

4" 8"8"8" 8" 8"

6" 8"12"

8" 8"8" 8"

12"

8" 8"

12"8" 12"

18"

15" 15"

10" 8"8" 18"

18"

6" 10" 18"

10" 15" 15" 6"

10"10"

10"

8"10"

15" 10"

15"

10" 15"

10" 10"10"10"10"

12"

12"16" 16"

8" 8"

C P

GF 22-01

IH 22-32 A

NORTHING = 364958.484

EASTING = 2731140.109

ELEVATION = 894.332

ALUMINUM CAP ON REBAR

EIELSO

E E

COMM

COMMCOMM

EEE

EEEEEEEEEEEE

GGGGGGGGGG

WWWWWWWWWWWWWWW

EEEEEEEEEEEEEEE

COMM

COMMCOMM

COMM

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

G G

C O

M M

C O

M M

DIESEL

TANK

BUILDING 670

FINISHED FLOOR = 904.790

AFFF

TANK

BLDG 655

903.144

FINISHED FLOOR = 905.569

8FT C

AIN

LIN

K W

/ BAR

B W

EIELSO

GENERATOR

PAD

PLACE CURB

AND GUTTER

PLACE CURB

AND GUTTER

IN AREAS OF REMOVED PAVEMENT,

RAISE TO ADJACENT GRADE AND SEED

PLACE CONCRETE PAD

SIZED FOR GENERATOR

NEW COMMUNICATIONS BUILDING

AND MECHANICAL YARD

SEE ARCHITECTURAL

CONCRETE SIDEWALK

PLACE CONCRETE WALK/

PATIO PAVEMENT IN

AREA INDICATED

CONCRETE RAMPS

SEE ARCHITECTURAL

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE RAMP

SEE ARCHITECTURAL

PLACE CONCRETE WALK/

PATIO PAVEMENT IN

AREA INDICATED

CONCRETE

SIDEWALK

IN AREAS OF REMOVED PAVEMENT,

RAISE TO ADJACENT GRADE AND SEED

IF OPTION 1 STAGING AREA IS CHOSEN,

TURN PROJECT CONTRACTOR'S ENTRANCE

INTO PERMANENT PAVED FIRE LANE

AT CONCLUSION OF PROJECT WORK

COORDINATE WITH BASE FIRE SERVICES

FOR SIGNAGE/STRIPING REQUIREMENTS

SEE SHEET GI102

CONCRETE RAMP

SEE ARCHITECTURAL

GRAVEL DRIVE

12' WIDE

CUT CURB

20' x 20' ANTENNAE PLATFORM

SEE ARCHITECTURAL

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-C S1

.d w g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

A1 SCALE: 1" = 50'

SITE PLAN

NORTH

CS101

COMM

E E

C O

M M

LEGEND

ELECTRICAL LINE (NODAK)E

COMMUNICATIONS LINECOMM

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-C U to

.d w g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

STEEN SUBSTATION

OWNED BY NODAK

ELECTRIC

A1 SCALE: 1" = 400'

UTILITY PLAN - OVERVIEW

NORTH

CU100

EXISTING BLDG 631

TRANSFORMER

OWNED BY NODAK

ELECTRIC

CU102

CU101

NEW POWER FEEDER PROVIDED

BY NODAK ELECTRIC

AutoCAD SHX Text

2ND

AutoCAD SHX Text

A ST.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ST.

AutoCAD SHX Text B

AutoCAD SHX Text

1ST AVE.

AutoCAD SHX Text

3RD AVE.

AutoCAD SHX Text

EIELSON ST.

AutoCAD SHX Text

STEEN BLVD.

AutoCAD SHX Text

EIELSON ST.

AutoCAD SHX Text

LOX AVE.

AutoCAD SHX Text

F ST.

AutoCAD SHX Text

7TH AVE.

AutoCAD SHX Text

G ST.

AutoCAD SHX Text

TUSKEGEE AIRMAN BLVD.

AutoCAD SHX Text

H ST.

AutoCAD SHX Text

H ST.

AutoCAD SHX Text

HOLLY DR.

AutoCAD SHX Text

7TH AVE.

AutoCAD SHX Text

HOLZAPPLE ST.

AutoCAD SHX Text

UG WT

AutoCAD SHX Text

TANK

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

PET

AutoCAD SHX Text

CEMETERY

AutoCAD SHX Text

RECREATION

AutoCAD SHX Text

AREA

AutoCAD SHX Text

UG WT

AutoCAD SHX Text

FT'S

AutoCAD SHX Text

TANK

AutoCAD SHX Text

2-UGFT

AutoCAD SHX Text

2-FT

AutoCAD SHX Text

2-FT

AutoCAD SHX Text

CLEAR ZONE

AutoCAD SHX Text

AutoCAD SHX Text F-9

AutoCAD SHX Text

AutoCAD SHX Text F-8

AutoCAD SHX Text

AutoCAD SHX Text F-10

AutoCAD SHX Text

AutoCAD SHX Text F-7

AutoCAD SHX Text F-6

AutoCAD SHX Text

AutoCAD SHX Text F-2

AutoCAD SHX Text

AutoCAD SHX Text F-1

AutoCAD SHX Text

PIV

PIVPIV

PIV

D D

S S S

S S

J U

ELEC

PIV

ELECTP

TWPIV

PIV

ELEC

JDD

ELECELECELECELECELECTP

SAN

SAN SAN SAN SAN SAN SAN

SAN

SAN SAN

C O

M M

COMM

COMMCOMM

E E

COMM

C O

M M

C O

M M

COMM

EEEEEEEEEEEEEEEE

G G

WWW

E E E

EEEE

G G

COMMCOMMCOMM

C O

M M

E E

SD SD

SDE

COMM

G G

COMM

G G

W W

G G

COMM COMM COMM COMM COMM COMM

G G

W W

COMM

6"6"8" 4" 4" 4" 4"

6" 6"4"

15"

10" 10"12"

12"

10"

8" 10"

12"

10"

12"

4" 8"8"8" 8" 8"

6" 8"12"

8" 8"8" 8"

12"

8" 8"

12"8" 12"

18"

15" 15"

10" 8"8" 18"

18"

6" 10" 18"

10" 15" 15" 6"

10"10"

10"

8"10"

15" 10"

15"

10" 15"

10" 10"10"10"10"

12"

12"16" 16"

8" 8"

C P

IH 22-32 A

NORTHING = 364958.484

EASTING = 2731140.109

ELEVATION = 894.332

ALUMINUM CAP ON REBAR

E E

COMM

COMMCOMM

EEE

EEEEEEEEEEEE

GGGGGGGGGG

WWWWWWWWWWWWWWW

EEEEEEEEEEEEEEE

COMM

COMMCOMM

COMM

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

G G

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

C O

M M

C O

M M

COMM

E E

EEEEEEEEEEEEEEEEEEEEE

E E

HH 62

INSTALL NEW PATHWAY

2- 4" SCHEDULE 40 FROM COMM BLDG. TO HH 62

ALL OTHER PATHWAY IS EXISTING DUCTBANK

C O

M M

HH GA

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

HH 44-1

MH 44

COMMCOMMCOMMCOMMCOMMCOMM

COMM

MH 60

EXISTING BUILDING 631

TRANSFORMER OWNED

BY NODAK ELECTRIC

NEW POWER FEEDER PROVIDED

BY NODAK ELECTRIC. SEE SHEET

CU100 FOR OVERALL ROUTE TO

STEEN SUBSTATION.

CONCRETE PAD FOR NEW GENERATOR

LEGEND

ELECTRICAL LINE (NODAK)E

COMMUNICATIONS LINECOMM

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-C U to

.d w g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

NEW COMM. BLDG

A1 SCALE: 1" = 50'

UTILITY PLAN - AREA 1

NORTH

CU101

50' 100'0

AutoCAD SHX Text

CI D

PIV

PIVE

E TW

COCO

SAN

SAN SAN

C O

M M

C O

M M

E E

SDSD

COMM

SAN

18"

18" 12"

12" 6" 18"

12" 12"8"15"18"10"10"18"8" 18" 8"

15"

18"

24"

10"

18"

15"

12" 18"

15"

18" 15"

12"

12" 18"

24"

18"

15"12"

12"

RIM ELEVATION: 897.759

18” RCP SE INVERT: 894.272 E E

E E

W W

COMM

WWW

RIM ELEVATION: 897.298

8” PVC S INVERT: 877.843

8” PVC W INVERT: 888.103

8” PVC E INVERT: 877.759

8” PVC N INVERT: 877.820

RIM ELEVATION: 895.789

18” RCP NW INVERT: 889.070

RIM ELEVATION: 897.867

18” RCP SE INVERT: 892.313

18” RCP N INVERT: 892.532

18” RCP NW INVERT: 892.517

RIM ELEVATION: 897.308

18” RCP S INVERT: 892.967

RIM ELEVATION: 897.686

8” PVC S INVERT: 882.930

8” PVC N INVERT: 882.957

NORTHING = 364196.552

EASTING = 2731104.466

ELEVATION = 896.084

BRASS CAP ON REBAR

12” PVC E

INVERT:

891.161

EIELSO

F.F. = 901.152

ELEC

E E

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

MH P

COMM

NEW POWER FEEDER PROVIDED

BY NODAK ELECTRIC. SEE SHEET

CU100 FOR OVERALL ROUTE TO

STEEN SUBSTATION.

LEGEND

ELECTRICAL LINE (NODAK)E

COMMUNICATIONS LINECOMM

O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

O M

O L

O M

A, N E

N U

G R

F O

, N O

R R

C Y

G R

-C U to

.d w g

D . B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CUI - CONTROLLED UNCLASSIFED INFORMATION

A1 SCALE: 1" = 50'

UTILITY PLAN - AREA 2

NORTH

CU102

50' 100'0

AutoCAD SHX Text

A A.5 B.1 B.2 C D E

1.5

1.7

1.9

D.1 F G H I I.2 I.5 J

2.3

2.5

EXISTING STRUCTURAL BRACING TO REMAIN

F.1

A-301

104 103

130 131

135 140 141132

161 157

1' - 1" 12' - 0" 27' - 7" 1' - 4" 24' - 10" 24' - 10" 18' - 2" 2' - 10" 21' - 1" 2' - 10" 11' - 1" 24' - 10" 24' - 10" 1' - 4" 27' - 7" 12' - 0" 1' - 1"

239' - 2"

41' - 0" 19' - 10" 4' - 6" 21' - 10" 10' - 5" 19' - 8" 8' - 5" 26' - 7" 14' - 6" 28' - 7" 20' - 0" 9' - 11" 11' - 0"

33' - 0"19' - 4"8' - 0"

4' - 7" 27' - 4" 5' - 0" 9' - 9" 9' - 3"

9' - 5" 16' - 7" 2' - 1" 11' - 2"

5' - 6" 10' - 9" 10' - 11" 29' - 2" 11' - 8"

11' - 9" 1

18' - 8" 10' - 5" 11' - 8"

11' - 10" 8' - 2" 6' - 11" 6' - 1" 7' - 7" 23' - 1"

LEGEND:

WALL TO BE REMOVED

DOOR AND DOOR FRAME TO BE REMOVED

DEMOLITION NOTES:

1. RED HIGHLIGHTS INDICATE STRUCTURAL ELEMENT. ALL STRUCTURAL

ELEMENTS TO REMAIN.

2. WINDOWS WHICH ARE A PART OF THE SECURED BOUNDARY TO BE

REMOVED AND FILLED. SEE SECTION 01 82 00.

3. OVERHEAD DOORS TO BE REMOVED AND FILLED TO MATCH EXISTING

CONSTRUCTION

4. NON-STRUCTURAL COLUMNS IN MAIN CORRIDORS TO BE REMOVED

WHERE THEY DO NOT ALIGN WITH OVERALL SCHEME OF NEW LAYOUT

OR INTERFERE WITH OTHER ELEMENTS. FINISH AROUND

STRUCTURAL COLUMNS SHALL BE REMOVED.

5. ALL TOILET ROOM FIXTURES TO BE REMOVED.

6. REMOVE AND FILL ALL EXISTING INTERIOR WINDOWS.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

CUI…

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File details come from the government source that posted it. Updated Mar 27, 2023.