221215 Add01 Battle Creek Main Gate.pdf

PDF 9 MB Posted Dec 16, 2022

Attached to: Construct Main Base Entrance MBMV099170_Battle Creek MI
Solicitation number: W50S84-23-B-0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity notice solicits bids for the construction of a main base entrance at the Battle Creek Air National Guard Base in Michigan. The project includes building a new guardhouse and vehicle inspection building, as well as new pavement and driveway entrance. The period of performance is 365 calendar days. The NAICS code is 236220 and project magnitude is between $5-10 million.

The competition is limited to 8(a) small businesses in the Detroit SBA district with an approved business plan. Bids are due by the date specified in block 13 of the SF1442 form. A bid bond must be submitted. The site visit and pre-bid conference will be held at specified locations on the base. Sealed bids should be mailed or hand delivered to the stated contracting office by the deadline. The award will be made to the responsible bidder providing the most advantageous price to the government. This project is on the National Guard priority list to award if funds become available within the stated price range.

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Other files

File	Type	Posted
Bid Opening Abstract W50S84-23-B-0001_.pdf	PDF	Dec 22, 2022
Bid Opening Attendance Sheet 22Dec22 W50S8423B0001.pdf	PDF	Dec 22, 2022
W50S84-23-B-0001-0003.pdf	PDF	Dec 16, 2022
Main Gate RFIs.pdf	PDF	Dec 16, 2022
W50S84-23-B-0001-0002.pdf	PDF	Dec 13, 2022
2nd Site Visit Minutes_Main Gate_.pdf	PDF	Nov 30, 2022
Site Visit Minutes_Main Gate_.pdf	PDF	Nov 18, 2022
Battle Creek Air National Guard Base Main Gate Visit.pptx	PPTX presentation	Nov 17, 2022
Final Policy Notice Extending BFPOB Moratorium PDF.pdf	PDF	Nov 17, 2022
Site Visit Minutes_Main Gate_.pdf	PDF	Nov 17, 2022
W50S84-23-B-0001-0001.pdf	PDF	Nov 17, 2022
BASE ACCESS REQUEST (2022).pdf	PDF	Nov 9, 2022
W50S84-23-B-0001.pdf	PDF	Nov 9, 2022
W50S84-23-B-0001.pdf	PDF	Nov 7, 2022
Brand Name Justification TRANE (under SAT) prnt_Redacted.pdf	PDF	Nov 7, 2022
ATTACHMENT 3 - Drawing Set - Battle Creek Main.pdf	PDF	Nov 7, 2022
Base Pass Pre-Enroll_QR_CONUS.pdf	PDF	Nov 7, 2022
ATTACHMENT 4 - Michigan National Guard Construction Divisi.pdf	PDF	Nov 7, 2022
Brand Name Justification BEST (under SAT) prnt_Redacted.pdf	PDF	Nov 7, 2022
ATTACHMENT 2 - Battle Creek ANGB-Main Gate Design_Specs_B3.pdf	PDF	Nov 7, 2022
Brand Name Justification Monaco (under SAT) prnt_Redacted.pdf	PDF	Nov 7, 2022
ATTACHMENT 1 - Battle Creek Main Gate B3 Submittal Book.pdf	PDF	Nov 7, 2022

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221215 Add01 Battle Creek Main Gate Page 1 of 3

Project name: Battle Creek Main Gate Client: Battle Creek Air National Guard

Project location: Battle Creek, Michigan Client representative: Maj Rob Loniewsky

Project number: 3141900-113782.01 Mead & Hunt, Inc. manager: Jeremy Bluhm

Date: 12/15/22

TO ALL BIDDERS: You are requested to make all changes and/or additions contained in this Addendum to the Bidding Documents. Failure to acknowledge this Addendum in Proposal shall result in rejection of bid.

I. DRAWINGS

A. Drawing C-203:

a. Revised note regarding ABI 3 for concrete pipe size. See revised drawing attached.

B. Drawing C-302 and C-303:

a. Revised typical section notes to update HMA pavement mix. See revised drawings attached.

C. Drawing C-549:

a. Added sheet to depict MDOT curb profiles. See drawing attached.

D. Drawing S-501:

a. Revise detail 11/S-501; add pole requirements. See revised drawing attached.

E. Drawing A-601:

a. Updated Door and Hardware Schedule Remarks and General Notes. See revised drawing attached.

F. Drawing A-602:

a. Change Size of Rubber Wall Base – Type 1 to 4” in Architectural Finishes Schedule. See revised drawing attached.

G. Drawing E-101:

a. Delete MNS CABLING ROUTED UNDERGROUND IN 1”C. See revised drawing

Addendum 01

221215 Add01 Battle Creek Main Gate Page 2 of 3

II. SPECIFICATIONS (Attachment 2)

A. Delete the following specifications from the document:

a. Section 010000.

b. Section 011620.

c. Section 014000.

d. Section 014200.

e. Section 016235.

f. Section 017823.

g. Section 017839.

h. Section 017900.

i. Section 081416.

j. See updated Table of Contents attached.

B. Section 003132:

a. Add Section, including the Geotechnical Report appendix.

C. Section 012500:

a. Paragraph 1.4.A.1: Replace “Use copy of form provided in Project Manual.” With “Use

CSI Form 13.1A.”

b. Delete sample copy of form at end of Section.

D. Section 015000:

a. Delete 1.4 USE CHARGES and all subparagraphs.

b. Delete 3.2 TEMPORARY UTILITY INSTALLATION and all subparagraphs.

c. See revised specification attached.

E. Section 134000.11:

a. Paragraph 2.1.A: Change “NIJ III” to be “UL Listed Level 3”. See revised specification

F. Section 230900:

a. Paragraph 1.6.N: Replace “The DDC system will be certified and accredited to AF ETL

11-1 cyber requirements (available at www.wbdg.org/ccb/browse_cat.php?c=125)” with

“The DDC system will meet the requirements of AFGM2018-32-01”. See revised specification attached.

G. Section 271323:

a. Remove paragraph 3.6.A. See revised specification attached.

H. Section 321216:

a. Revised HMA pavement mix design. See revised specification attached.

I. Sections 344126.00.10 & 347113.19:

a. Added specification sections for AVB. See specifications attached.

221215 Add01 Battle Creek Main Gate Page 3 of 3

III. MICHIGAN NATIONAL GUARD CONSTRUCTION DIVISION 1 (Attachment 4)

A. General:

a. Strike “SELFRIDGE ANGB, MICHIGAN” from all headers.

b. Delete any instance throughout the document that states “Selfridge”, “Selfridge ANGB”, “Selfridge ANG Base”, “Selfridge Air National Guard Base”, “SANG”, “SANGB”, or similar designation, and replace with “Battle Creek ANGB”.

B. Delete the following specifications from the document:

a. Section 01 10 00.

b. Section 01 25 00.

c. Section 01 31 00.

d. Section 01 32 00.

e. Section 01 33 00.

f. Section 01 60 00.

g. Section 01 64 00.

h. Section 01 73 00.

i. Section 01 73 29.

j. Section 01 77 00.

k. Section 01 81 13 and supplemental document.

l. Section 01 91 13.

C. Section 01 79 00:

a. Delete paragraphs 1.2.B.2 and 1.2.B.4.

b. Delete paragraph 3.2.B.1.

END OF ADDENDUM

SUPPORT

x x x xxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x

7+00'H' 8+00'H'

9+00'H' 10+00'H' 11+00'H' 12+00'H' 13+00'H' 14+00'H' 15+00'H'

19+00'D' 20+00'D' 21+00'D' 22+00'D'

23+00'D' 24+00'D' 25+00'D' 25+80.53'D'

GRADING LIMITS

CITY OF BATTLE CREEK

SEMCO ENERGY (GAS)

102" CORRUGATED METAL PIPE L=108 S=-0.42%

STA: 8+55.29'H'

OFF: -51.29'

STA: 8+98.82'H'

OFF: 48.00'

INV = 890.75

INV = 891.20

G G G G G G G G G G G G G G G G G G G G G G G

SS SS SS SS

SS SS SS SS SS SS SS SS

CONCRETE

ASPHALT

SUPPORT

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

0.50% -0.52%

I 7

PVI STA=7+50

PVI ELEV=907.85

LOW PNT STA=8+11.08

LOW PNT ELEV=908.25

K=77.9

VC=200.00'

I 1

PVI STA=10+75

PVI ELEV=909.47

HIGH PNT STA=10+73.32

HIGH PNT ELEV=909.22

K=196.7

VC=200.00'

ALIGNMENT - 'H'

C-203

PLAN & PROFILES

SAH

DAY

JAK

H \C

\C -2

R O

W G

:2 1:

00 30 60

G B

K, M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG Project No.:

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

SHEET NO.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

MBMV099170

02/17/21 B3 FINAL

C H

C -2

C H

C -2

NOTES:

1. SEE SHEET CU301 FOR SANITARY SEWER PIPE PROFILES AND LAYOUT.

2. SEE SHEET C-441 TO C-444 FOR STORM SEWER PIPES PROFILES AND LAYOUT.

3. FIELD VERIFY EXISTING ELEVATIONS AT STRUCTURES AND ADJOINING

PAVEMENTS AND PROVIDE TO THE COR PRIOR TO THE START OF

CONSTRUCTION.

G U

C O

R U

C T

N B

3141900-113782.01

JULY 29, 2022

SKYLINE DR.

(ABANDONED)

NOTE:

ABI 3: CHANGE PIPE FROM METAL TO

REINFORCED CONCRETE 84 INCH CLASS D FOR

THE 102 INCH CULVERT PIPE

GUARD WORK

AREA 102

TOILET

GUARD

BOOTH

FIRE PANEL

BADGING

AREA

GUARD

BOOTH

CVIFSUPPORT

KEY

C H

1 12/15/22 ADDENDUM 1

AutoCAD SHX Text

MH1650 RIM=901.18

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

IE=890.74

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

IE=891.21

AutoCAD SHX Text G

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

10'-3" X 6'-9" CM PIPE ARCH

AutoCAD SHX Text

10'-3" X 6'-9" CM PIPE ARCH

VARIES

13.0' MIN

VARIES VARIES 13.0'

VARIES

13.0' MIN

5.0' VARIES

16.0' MIN

6.0' 16.0' 3.3' 10.0' 10.5' 10.0' 11.0' VARIES

13.0' MIN

1.5'1.5'1.5' 1.5'

5.2'1.3'2.5' 1.5'

2.5' 1.5' 1.5' 1.5' 1.5' 2.5'

2.5' 1.5' 1.5' 1.5'

2.0' 2.0' 2.0'2.0'

13.0'

12.0'12.0'3.0'3.0' 3.0' 3.0'

12.0'

CLEAR ZONE

12.0'

CLEAR ZONE

1.5%

1.5% 1.5% 1.5% 1.5%

1.5%

1.5% 1.5%

1.5%

2% 2% 2%2% 2% 2%4% 4%

4:1

1.5%

2.0'

2.0'2.0' 2.0'

2.0'

2.0' 2.0'

2.0' 2.0'2.0'

2.0'

1.0'

2.5'

1.5%

4:1 TYP3:1 MAX

20:1 MAX

FILL

CUT4:1 TYP

3:1 MAX

20:1 MAX

FILL

CUT

4:1 TYP3:1 MAX FILL4:1 TYP

3:1 MAX

CUT

4:1 TYP3:1 MAX

20:1 MAX

FILL

CUT

4:1 TYP

3:1 MAX

20:1 MAX

FILL

CUT

10.0' 2.5' 8.5' 2.5' 10.0'

2.0'4:1 TYP

3:1 MAX

20:1 MAX

FILL

CUT

4:1 TYP3:1 MAX

20:1 MAX

FILL

CUT

1.5% 1.5%

1.5%4%

4:1 TYP

C-302

TYPICAL SECTION

SAH

DAY

JAK

H \C

N S.

D W

:0 3:

G U

C O

R U

C T

N B

3141900-113782.01

JULY 29, 2022

G B

K, M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG Project No.:

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

MBMV099170

02/17/21 B3 FINAL

ROAD PROPOSED SECTION - STA. 105+10'EX' - 105+95'EX'1 NOT TO SCALE

CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH

ALIGNMENT CL

CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

CURB AND GUTTER,

CONC, DET F5

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH

CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

ROAD PROPOSED SECTION - STA. 106+50'EX' - 107+50'EX'2 NOT TO SCALE ALIGNMENT CL

ROAD PROPOSED SECTION - STA. 8+00 - 9+703 NOT TO SCALE ALIGNMENT H

ROAD PROPOSED SECTION - STA. 113+75 - 122+504 NOT TO SCALE ALIGNMENT CL

GUARD HOUSE

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH

CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET F5

CURB AND GUTTER,

CONC, DET F6

CURB AND GUTTER,

CONC, DET F2

CURB AND GUTTER,

CONC, DET F2

CURB AND GUTTER,

CONC, DET F2 CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET F5

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

HMA, 3EML, 3 INCH HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 6 INCH

CURB AND GUTTER,

CONC, DET F6

CURB AND GUTTER,

CONC, DET F2

CURB AND GUTTER,

CONC, DET F2

CURB AND GUTTER,

CONC, DET F6

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

EPOXY COATED

#5 BAR

EPOXY COATED #5 BAR

R L

'E'

R L

'L'

R L

'L'

R L

'H' 'K'

R L

'K'

R L

'J'

R L

'D'

R L

'J'

R L

'H'

R L

'H'

R L

'E'

R L

'D'

CURB AND GUTTER,

CONC, DET D2

CURB AND GUTTER,

CONC, DET D2

CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

R L

'M' 'Q'

R L

'M' 'Q'

R L

'H' 'N'

R L

'N'

R L

'P'

R L

'P'

R L

'D'

R L

'E'

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

TOPSOIL SURFACE, SALV, 4 INCH

FERTILIZER, CHEMICAL NUTRIENT CI A

MULCH BLANKET

SEEDING, MIXTURE THM

TSS

TSS TSS

TSS

NOTES:

1. SEE STANDARD DRAWINGS FOR CURB DIMENSIONS

2. REMOVE EXISTING TOPSOIL UNDER NEW PAVEMENT SECTIONS

TO OBTAIN REQUIRED SUBGRADE ELEVATION

EXPANSION JOINT

TYPE E4

EXPANSION JOINT

TYPE E4

EXPANSION JOINT

TYPE E4 EXPANSION JOINT

TYPE E4

EXPANSION JOINT

TYPE E4

EXPANSION JOINT

TYPE E4

EXPANSION JOINT

TYPE E4

EPOXY COATED #5 BAR

JOINT TYPE B, D

EPOXY COATED #5 BAR

JOINT TYPE B, D

EXPANSION JOINT

TYPE E4

EPOXY COATED #5 BAR

JOINT TYPE B, D

EXPANSION JOINT

TYPE E4

EXPANSION JOINT

TYPE E4

CONC KNEE WALL

(SEE STRUCTURAL PLAN SHEETS)

EXPANSION JOINT

TYPE E4 EPOXY COATED #5 BAR

JOINT TYPE B, D

1 1

1 1 1 1

1 12/15/22 ADDENDUM 1

VARIES

20.0' MIN

2.5' 2.5' VARIES

20.0' MIN

2.5'10' 36'

2.0'2.0'

1.5' 36' 1.5' 10.0'

2.0'2.0'

2.0' 2.0'

1.5%1.5%

VARIES VARIES

2.5'

2.5' 22.0' 'TYP'

VARIES

2.5' 2.5' 15.0'

2.0'

2.5'

2.0'

4:1 TYP3:1 MAX

20:1 MAX

FILL

CUT

4:1 TYP

3:1 MAX

20:1 MAX

FILL

CUT 1.5%

4:1 TYP3:1 MAX

20:1 MAX

FILL

CUT

4:1 TYP

3:1 MAX

20:1 MAX

FILL

CUT 2%

4:1 TYP3:1 MAX

20:1 MAX

FILL

CUT

4%3:1 MAXCUT 2%

1.5%

C-303

TYPICAL SECTIONS

SAH

DAY

JAK

H \C

N S.

D W

:0 3:

G U

C O

R U

C T

N B

3141900-113782.01

JULY 29, 2022

G B

K, M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG Project No.:

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

MBMV099170

02/17/21 B3 FINAL

ROUNDABOUT PROPOSED SECTION - STA. 30+00 - 33+155 NOT TO SCALE ALIGNMENT B

ROAD PROPOSED SECTION - STA. 0+00 - 4+256 NOT TO SCALE ALIGNMENT H

ROAD PROPOSED SECTION - STA. 15+08 - 16+787 NOT TO SCALE ALIGNMENT D

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

CURB AND GUTTER,

CONC, DET F6 (TYP) CURB AND GUTTER,

CONC, DET D2

CURB AND GUTTER,

CONC, DET F1

CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

CURB AND GUTTER,

CONC, DET F1

CURB AND GUTTER,

CONC, DET D2

CURB AND GUTTER,

CONC, DET F6 (TYP)

CONC PAVT, NONREINF, 8 INCH

AGGREGATE BASE, 6 INCH

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

CURB AND GUTTER,

CONC, DET F6 CURB AND GUTTER,

CONC, DET F6

CURB AND GUTTER,

CONC, DET F6

CURB AND GUTTER,

CONC, DET F6

HMA, 5EML, 1.5 INCH

AGGREGATE BASE, 9.5 INCH

HMA, 3EML, 3 INCH

R L

'B'

R L

'B'

R L

'A' 'C' 'E'

R L

'A' 'C' 'E'

TOPSOIL SURFACE,

SALV, 4 INCH

R L

'H' R

L 'G'

R L

'C'

R L

'D'

R L

'G'

TOPSOIL SURFACE, SALV, 4 INCH

FERTILIZER, CHEMICAL NUTRIENT CI A

MULCH BLANKET

SEEDING, MIXTURE THM

TSS

NOTES:

1. SEE STANDARD DRAWINGS FOR CURB DIMENSIONS

2. REMOVE EXISTING TOPSOIL UNDER NEW PAVEMENT SECTIONS

TO OBTAIN REQUIRED SUBGRADE ELEVATION

EPOXY COATED #5 BAR

JOINT TYPE B, D

EXPANSION JOINT

TYPE E4

EPOXY COATED #5 BAR

JOINT TYPE B, D

EXPANSION JOINT

TYPE E4

1 1

C-549

CONSTRUCTION

DETAILS

SAH

DAY

JAK

H \C

\C O

R U

O N

.D W

:0 3:

G U

C O

R U

C T

N B

3141900-113782.01

JULY 29, 2022

G B

K, M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG Project No.:

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

MBMV099170

02/17/21 B3 FINAL

BENT BAR AT CORNERS

SHALL MATCH FOOTING

REINFORCING

CONTINUOUS STRIP

FOOTING REINFORCING

(SEE SCHEDULE).

TYP

STD HOOK

TYPICAL

CLASS "B" LAP

REINFORCING CONTINUOUS

THROUGH JOINTS, TYPICAL

CLASS "B" LAP

L CONSTRUCTION JOINTC

60' - 0" MAXIMUM SPACING 60' - 0" MAXIMUM SPACING

"W" "W"

REINFORCEMENT EACH FACE

REINFORCEMENT CENTERED

TYPICAL

CLASS "B" LAP

C L A

S S

A P

T Y

A L

C L A

S S

A P

TYPICAL

CLASS "B" LAP

NOTES:

1.VERTICAL REINFORCING NOT SHOWN FOR CLARITY.

2.FOUNDATION WALL LEDGE NOT SHOWN FOR CLARITY.

3. "W" = FOUNDATION WALL WIDTH.

HORIZONTAL WALL

REINFORCING

OPTIONAL WALL

CONSTRUCTION JOINT

CORNER BARS TO MATCH

WALL REINFORCING

HORIZONTAL WALL

REINFORCING

OPTIONAL WALL

CONSTRUCTION JOINT

CORNER BARS TO MATCH

WALL REINFORCING

TYPICAL

STD HOOK

T Y

A L

S T

D H

O O

TYPICAL

STD HOOK

S A

F A

C T

O R

Y S

P R

E P

A R

E D

S U

B -G

R A

D E

BASE COURSE6

GRADE

S A

F A

C T

O R

Y S

S A

F A

C T

O R

Y S

4" 1'-4" 4"

C L E

A R

CONCRETE FOOTING

(SEE FNDN PLAN)

CAST-IRON PIPE SLEEVE

DRAIN TILE WITH FILTER SOCK

(SEE PLAN)

THICKEN BOTTOM OF FOOTING

AT LOCATION WHERE DRAIN

TILE PASSES THROUGH

CONCRETE WALL

(SEE FNDN PLAN)

CAST-IRON PIPE SLEEVE

DRAIN TILE WITH FILTER SOCK

(SEE PLAN)

THROUGH FOOTING

CONCRETE FOOTING

(SEE FNDN PLAN)

THROUGH WALL

T.O. WALL

SEE PLAN

T.O. FOOTING

SEE PLAN

BARS CONTINUOUS

TOP AND BOTTOM

FOUNDATION WALL (SEE PLAN)

DOWELS, MATCH WALL

REINFORCING SIZE AND SPACING

FOOTING, CENTERED UNDER

FOUNDATION WALL (SEE PLAN)

S-501

5" CONCRETE SLAB WITH #4 AT 16" O.C. EACH WAY

CENTERED. SLAB SHALL RECEIVE BROOM FINISH

#4 DOWELS AT 16"o.c. AROUND

PERIMETER OF STOOP

FOUNDATION WALL,

FW08 (SEE SCHEDULE)

DOWELS, MATCH WALL

REINFORCING SIZE,

NUMBER AND LOCATION

FOOTING, SF2

(SEE SCHEDULE)

5'-0" U.N.O.

18" 18"

BUILDING FOUNDATION

WALL AND FOOTING

(SEE PLAN)

COMPACTED GRANULAR

FILL, FROM BOTTOM OF

SLAB TO TOP OF FOOTING

(SEE FLATWORK PLAN)

CONCRETE FOUNDATION WALL

(SEE PLAN)

PASS DOOR (SEE ARCH)

EXTERIOR SLAB -ON- GRADE

(SEE DETAIL 7/S-501)

1/2" ISOLATION JOINT MATERIAL

WITH 1/2" FLEXIBLE JOINT SEALANT

AT TOP, CENTER ON WALL BELOW

INTERIOR SLAB -ON- GRADE

(SEE PLAN)

#4 DOWELS

AT 16"o.c., TYP

24"

2" RIGID INSULATION, EXTEND

DOWN TO TOP OF FOOTING, TYP

1/8" / 1'-0"

S P

A C

2" CLEAR

T.O. PIER

SEE PLAN

T.O. FOOTING

SEE PLAN

REFER TO DETAIL 5/S-521

VERTICAL REINFORCEMENT WITH

STANDARD HOOK (SEE SCHEDULE)

TIES TWO LAYERS AT TOP, SEE

SCHEDULE FOR SIZE AND SPACING

FOOTING (SEE PLAN)

NOTES:

1. VERIFY OPENING AND

LOCATION OF OPENING

AND PIPE SLEEVE WITH

TRADE OR SUB-

CONTRACTOR.

2. SEE FOUNDATION PLANS

FOR VERTICAL AND

HORIZONTAL WALL

REINFORCING.

CAST IRON PIPE SLEEVE

3" T

YPIC

DIAGONAL BARS:

(4) #5 BARS, EACH FACE

2' - 0" M

7'-0" x 7'-0" SOLID CONCRETE FOUNDATION

#6 BARS AT 12" O.C.

EACH WAY

TOP AND BOTTOM

BASE COURSE

ANCHOR ROD DIAMETER

AND PATTERN PER POLE

MANUFACTURER, 1 1/4"

MINIMUM DIAMETER,

QUANTITY 8, NUT TACKED

ON BOTTOM

ELEV = 911.51 AT

HIGH POINT - SEE

CIVIL GRADING PLAN

ELEV = 909.35 AT

HIGH POINT - SEE

CIVIL GRADING PLAN

#6 BARS AT 12" O.C.

VERTICAL FOUR

SIDES, STANDARD

HOOKS TOP AND

BOTTOM

S L A

S T

P O

U R

ON FIRST POUR FLOAT

AND SCRATCH FINISH,

THEN BONDING AGENT.

TOP 9" PLACED AS A

SEPARATE POUR. TOP

SURFACE FINISH TO

BE HARD TROWELLED.

2% SLOPE

#6 BARS AT 12" O.C.

EACH WAY 1

M A

TAPERED STEEL POLE, 40 FEET TALL,

10SF MINIMUM ALLOWABLE EPA, MEET

STRUCTURAL DESIGN CRITERIA.

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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S-501

FOUNDATION

DETAILS

MBMV099170ANG Project No.:

3141900-113782.01

MAB

DRM

February 17, 2021

DKC

20211/2" = 1'-0"1

TYPICAL FOOTING INTERSECTIONS

3/4" = 1'-0"2

TYPICAL FOOTING CONSTRUCTION JOINT

1" = 1'-0"3

TYPICAL FOUNDATION WALL INTERSECTIONS

1/2" = 1'-0"4

TYPICAL BACKFILL REQUIREMENTS

AT EXTERIOR FOUNDATION

3/4" = 1'-0"9

DRAIN TILE THROUGH FOUNDATION

3/4" = 1'-0"5

FOUNDATION WALL AT FOOTING

1/2" = 1'-0"7

TYPICAL STOOP SECTION

1" = 1'-0"8

SLAB AT PASS DOOR

3/4" = 1'-0"6

TYPICAL PIER SECTION

1/2" = 1'-0"10

FOUNDATION WALL PENETRATION

02/17/21 B3 FINAL

07/29/22 UPDATED SHEET

1 12/15/22 ADDENDUM 1

1" = 1'-0"11

TOWER PLUG FOUNDATION

FLUSH DOOR

SCHED.

SEE

S E

E S

C H

E D

NARROW STILE

ALUMINUM DOOR

SCHED.

SEE

S E

E S

C H

E D

2 1/8"2 1/8"

F1 F2

S E

E S

C H

E D

SCHED.

SEE 2"

S E

E S

C H

E D

SCHED.

SEE 2"

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES)

T.O. DOOR

107'-4"

4" NOMINAL BRICK VENEER; 1" AIR SPACE;

AIR BARRIER (SHOWN DASHED) OVER 5/8"

EXTERIOR SHEATHING; 6" STEEL STUDS AT

16" O.C. WITH SPRAY FOAM INSULATION;

VAPOR BARRIER (SHOWN DASHED) AND

5/8" GWB

CONTINUOUS CAVITY

DRAINAGE MATERIAL

WEEP VENTS AT 24" O.C.

SELF-ADHERED MEMBRANE FLASHING

PREFINISHED METAL DRIP FLASHING

WITH HEMMED EDGE

STEEL STUD DOUBLE BOX HEADER

DOOR FRAME

DOOR (SEE SCHEDULE)

L5"x5"x5/16" STEEL LINTEL, ATTACH TO BOX

HEADER WITH 5/16" SCREWS AT 6" OC.

(PAINT TO MATCH FRAME)

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES)

4" NOMINAL BRICK VENEER; 1" AIR SPACE;

AIR BARRIER (SHOWN DASHED) OVER 5/8"

EXTERIOR SHEATHING; 6" STEEL STUDS AT

16" O.C. WITH SPRAY FOAM INSULATION;

VAPOR BARRIER (SHOWN DASHED) AND

5/8" GWB

SELF-ADHERED MEMBRANE FLASHING

DOOR FRAME

DOUBLE STUDS

DOOR (SEE SCHEDULE)

DOOR

(SEE SCHEDULE)

EXTERIOR FACE OF

WALL BEYOND

THRESHOLD SET IN

SEALANT

1/2" RIGID INSULATION

BETWEEN CONCRETE

STOOP AND

CONCRETE SLAB

2" RIGID INSULATION

WALL BEYOND

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES)

T.O. DOOR

107'-4"

4" NOMINAL BRICK VENEER; 1" AIR SPACE;

AIR BARRIER (SHOWN DASHED) OVER 5/8"

EXTERIOR SHEATHING; 6" STEEL STUDS AT

16" O.C. WITH SPRAY FOAM INSULATION;

VAPOR BARRIER (SHOWN DASHED) AND

5/8" GWB

CONTINUOUS CAVITY

DRAINAGE MATERIAL

WEEP VENTS AT 24" O.C.

SELF-ADHERED MEMBRANE FLASHING

PREFINISHED METAL DRIP FLASHING

WITH HEMMED EDGE

STEEL STUD DOUBLE BOX HEADER

DOOR FRAME (GROUT SOLID)

DOOR (SEE SCHEDULE)

L5"x5"x5/16" STEEL LINTEL, ATTACH TO BOX

HEADER WITH 5/16" SCREWS AT 6" OC.

(PAINT TO MATCH FRAME)

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES)

4" NOMINAL BRICK VENEER; 1" AIR SPACE;

AIR BARRIER (SHOWN DASHED) OVER 5/8"

EXTERIOR SHEATHING; 6" STEEL STUDS AT

16" O.C. WITH SPRAY FOAM INSULATION;

VAPOR BARRIER (SHOWN DASHED) AND

5/8" GWB

SELF-ADHERED MEMBRANE FLASHING

DOOR FRAME (GROUT SOLID)

DOOR (SEE SCHEDULE)

DOUBLE STUDS

SEE PLAN FOR

PARTITION TYPE

CONTINUOUS SEALANT

(BOTH SIDES)

DOOR FRAME

(SEE SCHEDULE)

STEEL STUD DOUBLE

BOX HEADER

DOOR

(SEE SCHEDULE)

1/2" WALL 1/2"

JAMB

D O

O R

O P

E N

O P

E N

A T

E R

A T

E D

A L

J A

M B

DOOR

(SEE SCHEDULE)

DOOR FRAME

(SEE SCHEDULE)

JAMB ANCHORS

(3 PER JAMB)

DOUBLE STUDS

SEE PLAN FOR

PARTITION TYPE

2" DOOR OPENING

CONTINUOUS SEALANT

OPENINGS

MIN. 1/2" AT

FIRE RATED

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

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A-601

DOOR SCHEDULE

AND DETAILS

MBMV099170ANG Project No.:

3141900-113782.01

MAB

GAM

February 17, 2021

PJC

DOOR AND HARDWARE SCHEDULE

DOOR

NUMBER

DOOR FRAME MISCELLANEOUS

REMARKS

LEAF SIZE

TYPE MAT'L

GLAZING

TYPE FINISH TYPE MAT'L

DETAILS

FINISH LABEL

HDWR

SET LINTELQTY. WIDTH HEIGHT HEAD JAMB OTHER

101A (1) 3'-0" 7'-0" NS AL GL-1 AL F2 AL 1/A-601 2/A-601 3/A-601 AL - 1.0 1

101B (1) 3'-0" 7'-0" NS AL GL-1 AL F2 AL 1/A-601 2/A-601 3/A-601 AL - 1.0 1

102A (1) 3'-0" 7'-0" F HM - PT-2 F1 HM 6/A-601 7/A-601 - PT-2 - 3.0

103A (2) 3'-0" 7'-0" F HM - PT-2 F2 HM 4/A-601 5/A-601 3/A-601 PT-2 - 2.0 1

104A (1) 3'-0" 7'-0" NS AL GL-1 AL F2 AL 1/A-601 2/A-601 3/A-601 AL - 1.0 1

DOOR AND HARDWARE SCHEDULE ABBREVIATIONS

DOOR/FRAME MATERIALS

AL = ALUMINUM

HM = HOLLOW METAL

NO SCALE

DOOR TYPES

NO SCALE

FRAME TYPES

1 1/2" = 1'-0"1

EXTERIOR DOOR HEAD

1 1/2" = 1'-0"2

EXTERIOR DOOR JAMB

1 1/2" = 1'-0"3

DOOR SILL

1 1/2" = 1'-0"4

EXTERIOR DOOR HEAD

1 1/2" = 1'-0"5

EXTERIOR DOOR JAMB

3" = 1'-0"6

INTERIOR DOOR HEAD

3" = 1'-0"7

INTERIOR DOOR JAMB

02/17/21 B3 FINAL

1 12/15/22 ADDENDUM #1

DOOR AND HARDWARE SCHEDULE GENERAL NOTES

1. Door to meet UL 752 Level III Bullet Resistant requirements.

FIRST FLOOR

100'-0"

12'-0"

2 1/2" 3'-8 1/4"

2 1/2"

3'-9 1/2"

2 1/2"

3'-8 1/4" 2 1/2"

GL-1

A-602

FIRST FLOOR

100'-0"

6'-0"

2 1/2" 2'-8 1/4"

2 1/2"

2'-8 1/4" 2 1/2"

GL-16

A-602

FIRST FLOOR

100'-0"

4'-0"

2 1/2" 3'-7" 2 1/2"

GL-1 6

A-602

FIRST FLOOR

100'-0"

GL-2

3'-2"

" 2

2" 2"

A-602

BLACK PLSTIC

LAMINATE SHELF

A-602

WINDOW FRAME, SEE WINDOW

ELEVATION

L5"x5"x5/16" STEEL LINTEL, ATTACH TO BOX

HEADER WITH 5/16" SCREWS AT 6" OC.

(PAINT TO MATCH FRAME)

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES)

T.O. WINDOW

107'-4"

4" NOMINAL BRICK VENEER; 1" AIR SPACE;

AIR BARRIER (SHOWN DASHED) OVER 5/8"

EXTERIOR SHEATHING; 6" STEEL STUDS AT

16" O.C. WITH SPRAY FOAM INSULATION;

VAPOR BARRIER (SHOWN DASHED) AND

5/8" GWB

CONTINUOUS CAVITY

DRAINAGE MATERIAL

WEEP VENTS AT 24" O.C.

SELF-ADHERED MEMBRANE FLASHING

PREFINISHED METAL DRIP FLASHING

WITH HEMMED EDGE

STEEL STUD DOUBLE BOX HEADER

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES)

4" NOMINAL BRICK VENEER; 1" AIR SPACE;

AIR BARRIER (SHOWN DASHED) OVER 5/8"

EXTERIOR SHEATHING; 6" STEEL STUDS AT

16" O.C. WITH SPRAY FOAM INSULATION;

VAPOR BARRIER (SHOWN DASHED) AND

5/8" GWB

SELF-ADHERED MEMBRANE FLASHING

DOUBLE STUDS

WINDOW FRAME, SEE WINDOW

ELEVATION

TOP OF PRECAST

103'-0"

PRECAST WALL CAP WITH

CONTINOUS 1/4" DRIP

4" NOMINAL BRICK VENEER; 1" AIR SPACE;

AIR BARRIER (SHOWN DASHED) OVER 5/8"

EXTERIOR SHEATHING; 6" STEEL STUDS

AT 16" O.C. WITH SPRAY FOAM

INSULATION; VAPOR BARRIER (SHOWN

DASHED) AND 5/8" GWB

PREFINISHED METAL DRIP FLASHING

WITH HEMMED EDGE SET IN SEALANT

WEEP VENTS AT 24" O.C.

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES)

WINDOW FRAME, SEE WINDOW

ELEVATION

SEALANT

SOLID SURFACE WINDOW SILL

1'-0"

SEE PLAN FOR

PARTITION TYPE

CONTINUOUS SEALANT

(BOTH SIDES)

WINDOW FRAME

STEEL STUD DOUBLE

BOX HEADER

WINDOW

1/2" WALL 1/2"

D O

W O

P E

SEE PLAN FOR

PARTITION TYPE

CONTINUOUS SEALANT

(BOTH SIDES)

WINDOW FRAME

WINDOW

A L

WINDOW OPENING

J A

M B

DOUBLE STUDS

SEE PLAN FOR PARTITION TYPE

WINDOW FRAME

WINDOW

D O

W O

P E

WALL

BLACK LAMINATE

PLASTIC SHELF

CUT SOLID SURFACE COUNTERTOP

FOR TRANSACTION WINDOW SHELF

STAINLESS STEEL DEAL TRAY

CONTINUOUS SEALANT (BOTH SIDES)

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

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FINISH SCHEDULES

AND WINDOW TYPES

MBMV099170ANG Project No.:

3141900-113782.01

MAB

GAM

February 17, 2021

PJC

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MTL HEIGHT

101 GUARD WORK AREA RF-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-6"

102 TOILET RF-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-1 8'-0"

103 FIRE PANEL SC-1 RB-1 PT-1 PT-1 PT-1 PT-1 EXPD -

104 BADGING AREA RF-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-1 8'-0"

105 GUARD BOOTH - - - - - - - -

106 GUARD BOOTH - - - - - - - -

107 CVIF SUPPORT - - - - - - - -

ARCHITECTURAL FINISHES SCHEDULE

FINISH DESCRIPTION

PRODUCT DESCRIPTION

REMARKSMANUFACTURER

MODEL

NUMBER STYLE COLOR SIZE

ACCOUSTIC CEILING PANEL - TYPE 1 ARMSTRONG 556 CIRRUS BEVELED

TEGULAR

WHITE 24" x 24"

RUBBER WALL BASE - TYPE 1 ARCHITECTURAL BROWN 4"

RUBBER FLOOR TILE - TYPE 1 NORA GRANO 5310 HELICHRYSUM 24" x 24"

SEALED CONCRETE - TYPE 1

PAINT COLOR - TYPE 1 SHERWIN WILLIAMS 2134-70 GENESSE WHITE

PAINT COLOR - TYPE 2 SHERWIN WILLIAMS AIR GUARD ARCHITECTURAL BROWN

PLASTIC LAMINATE - TYPE 1 WILSONART D92-60 DOVE GREY

POLISHED CONCRETE

SOLID SURFACE - TYPE 1 CORIAN SONORA

1/4" = 1'-0"1

BULLET RESISTANT WINDOW SYSTEM - W1

1/4" = 1'-0"2

BULLET RESISTANT WINDOW SYSTEM - W2

1/4" = 1'-0"3

BULLET RESISTANT WINDOW SYSTEM - W3

1/4" = 1'-0"4

BULLET RESISTANT WINDOW SYSTEM - W4

1 1/2" = 1'-0"5

WINDOW HEAD

1 1/2" = 1'-0"6

WINDOW JAMB

1 1/2" = 1'-0"7

WINDOW SILL

3" = 1'-0"8

INTERIOR WINDOW HEAD

3" = 1'-0"9

INTERIOR WINDOW JAMB

3" = 1'-0"10

INTERIOR WINDOW SILL

02/17/21 B3 FINAL

1 12/15/22 ADDENDUM #1

M T

GENERATOR

RECEPTACLE PLUG

E E

TO UTILITY TRANSFORMER. SEE

SHEET C-402 FOR CONTINUATION

BADGING AREA

TOILET

GUARD WORK AREA

GUARD BOOTH

FMCP

MCP

PANEL

GATEHOUSE

9.301

EF-1

EWH-1

GFCI

44"

FMCP

GFCI

RTU-1

UCR

FIRE PANEL

25,27

EWH-2

37, 39

43,45

47,49

102" 102" 102"

L5-30R

TELECOMM RACK

L5-20R

TELECOMM RACK

55 57 59 59 61

63 63 63

WBF

WM-1

MTSH

9.307

GFCI

CAM

75WP

CAM

9.308

CAM

EMPTY 1"C FOR FUTURE POWER TO RADIO

TOWER. SEE SHEET C-402 FOR CONTINUATION.

MASS NOTIFICATION SYSTEM ANTENNA

CABLING IN 2"C. ROUTE TO RADIO TOWER. SEE

SHEET C-402 FOR CONTINUATION.

2#8 AND 1#8 GND IN 1"C TO FLAG

POLE LIGHTING CONNECTION. SEE

SHEET C-402 FOR CONTINUATION.

POWER GENERAL NOTES:

ALL DEVICES SHOWN SHALL BE FED FROM GATEHOUSE PANEL. CIRCUIT

NUMBERS ARE INDICATED ADJACENT TO DEVICES/CONNECTIONS.

SEE CIVIL C-400 SERIES DRAWINGS FOR ADDITIONAL ELECTRICAL

REQUIREMENTS.

ALL "CAM" EQUIPMENT CONNECTIONS SHALL BE FED FROM GATEHOUSE

PANEL CIRCUIT #41, UNLESS NOTED OTHERWISE.

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

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E-101

GATEHOUSE POWER

AND FIRE ALARM

PLAN

MBMV099170ANG Project No.:

3141900-113782.01

KLU

JRH

February 17, 2021

ARG

KEYED NOTES

9.301 WALL MOUNT SMOKE DETECTOR DIRECTLY ABOVE FIRE ALARM MASS

NOTIFICATION PANEL.

9.307 ACTIVE VEHICLE BARRIER ACTIVATION BUTTON. PROVIDE ALL RACEWAYS

AND WIRING AS REQUIRED. COORDINATE EXACT REQUIREMENTS WITH

SUBMITTED AND APPROVED ACTIVE VEHICLE BARRIER EQUIPMENT.

9.308 PROVIDE RECEPTACLE WITHIN ACCESS CONTROL CABINET TO SERVE

ACCESS CONTROL CABINET. COORDINATE EXACT LOCATION WITH DIVISION

27 PRIOR TO ROUGH-IN.

PLAN

NORTH

TRUE

NORTH

1/4" = 1'-0"1

GATEHOUSE FIRST FLOOR POWER AND FIRE ALARM PLAN

02/17/21 B3 FINAL

07/29/22 UPDATED SHEET

1 12/12/22 ADDENDUM #1

000110 - 1 TABLE OF CONTENTS

SECTION 000110 - TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

000101 PROJECT TITLE PAGE

000110 TABLE OF CONTENTS

003132 GEOTECHNICL DATA

003132A GEOTECHNICAL REPORT

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

012500 SUBSTITUTION PROCEDURES

013100 PROJECT MANAGEMENT AND COORDINATION

013150 REQUESTS FOR INFORMATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013300 SUBMITTAL PROCEDURES with AF Form 66

015000 TEMPORARY FACILITIES AND CONTROLS

016000 PRODUCT REQUIREMENTS

017300 EXECUTION

017329 CUTTING AND PATCHING

017700 CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

042000 UNIT MASONRY ASSEMBLIES

DIVISION 05 - METALS

051200 STRUCTURAL STEEL FRAMING

054000 COLD-FORMED METAL FRAMING

054400 COLD-FORMED METAL TRUSSES

055000 METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061053 MISCELLANEOUS ROUGH CARPENTRY

064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

072100 THERMAL INSULATION

072726 FLUID-APPLIED MEMBRANE AIR BARRIERS

074115 STANDING SEAM METAL ROOF SYSTEM

076200 SHEET METAL FLASHING AND TRIM

079200 JOINT SEALANTS

TABLE OF CONTENTS 000110 - 2

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

081416 FLUSH WOOD DOORS

083400 BULLET RESISTANT DOOR AND FRAMES

084113 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

087100 DOOR HARDWARE

088000 GLASS AND GLAZING

088300 MIRRORS

089000 LOUVERS AND VENTS

DIVISION 09 - FINISHES

092900 GYPSUM BOARD ASSEMBLIES

095113 ACOUSTICAL PANEL CEILINGS

096513 RESILIENT BASE AND ACCESSORIES

096519 RESILIENT TILE FLOORING

099113 EXTERIOR PAINTING

099123 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

101419 DIMENSIONAL LETTER SIGNAGE

102800 TOILET AND BATH ACCESSORIES

104413 FIRE EXTINGUISHER CABINETS

104416 FIRE EXTINGUISHERS

108113 BIRD CONTROL BARRIER AND DEVICES

DIVISION 11 - EQUIPMENT

NOT USED

DIVISION 12 - FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

133423 PREFABRICATED GUARD SHACK

134000.11 BULLET RESISTANT CONSTRUCTION

DIVISION 14 - CONVEYING EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

DIVISION 22 - PLUMBING

220500 COMMON WORK RESULTS FOR PLUMBING

220519 METERS AND GAGES FOR PLUMBING

220523 GENERAL-DUTY VALVES FOR PLUMBING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

220553 IDENTIFICATION FOR PLUMBING

220700 INSULATION FOR PLUMBING

221116 SUPPLY PIPING FOR PLUMBING

221119 SUPPLY PIPING SPECIALTIES FOR PLUMBING

221313 FACILITY SANITARY SEWERS

221316 DRAIN AND VENT PIPING

221319 DRAIN PIPING SPECIALTIES FOR PLUMBING

223300 ELECTRIC, DOMESTIC-WATER HEATERS

224000 PLUMBING FIXTURES

000110 - 3 TABLE OF CONTENTS

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

230500 COMMON WORK RESULTS FOR HVAC

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230548.13 VIBRATION CONTROLS FOR HVAC

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713 DUCT INSULATION

230800 COMMISSIONING OF HVAC

230900 INSTRUMENTATION AND CONTROL FOR HVAC

230993 SEQUENCE OPERATIONS FOR HVAC CONTROLS

231123 FACILITY NATURAL-GAS PIPING

233113 METAL DUCTS

233300 AIR DUCT ACCESSORIES

233423 HVAC POWER VENTILATORS

233713 DIFFUSERS, REGISTERS, AND GRILLES

237413 PACKAGED, OUTDOOR, CENTRAL-STATION AIR-HANDLING UNITS

238239 UNIT HEATERS

DIVISION 26 - ELECTRICAL

260100 BASIC ELECTRICAL REQUIREMENTS

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL EQUIPMENT

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROL DEVICES

262416 PANELBOARDS

262713 ELECTRICITY METERING

262726 WIRING DEVICES

262816 ENCLOSED SWITCHES

263600 TRANSFER SWITCHES

264313 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

265100 INTERIOR LIGHTING

265600 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

270529 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

270553 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

271116 COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES

271323 COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING

271513 COMMUNICATIONS COPPER HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

281500 ACCESS CONTROL HARDWARE DEVICES

282000 VIDEO SURVEILLANCE

283176 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

312000 EARTH MOVING

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 ASPHALT PAVING

321313 CONCRETE PAVING

321713 PARKING BUMPERS

321723 PAVEMENT MARKINGS

323113.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

TABLE OF CONTENTS 000110 - 4

323119.53 DECORATIVE METAL SECURITY FENCES AND GATES

329200 TURF AND GRASSES

329300 PLANTS

DIVISION 33 - UTILITIES

330500 COMMON WORK RESULTS FOR UTILITIES

330500A CITY OF BATTLE CREEK SPECIAL PROVISION FOR WATER MAIN

330500B CITY OF BATTLE CREEK SPECIAL PROVISION FOR WATER MAIN APPROVED

CONSTRUCTION MATERIALS & PRODUCTS

334200 STORM WATER CONVEYANCE

DIVISION 34 - TRANSPORTATION

344126.0010 ACCESS CONTROL POINT CONTROL SYSTEM

347113 CABLE BARRIERS, BOLLARDS AND DROP ARM GATES

347113.19 ACTIVE VEHICLE BARRIERS

END OF SECTION 000110

CONSTRUCT MAIN BASE ENTRANCE ADDENDUM 01

MBMV099170 15 DECEMBER 2022

SECTION 00 31 32

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 GEOTECHNICAL DATA

This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information. This Document and its attachments are not part of the Contract Documents.

Because subsurface conditions indicated by the soil borings are a sampling in relation to the entire construction area, and for other reasons, the A/E, the A/E's consultants, and the firm reporting the subsurface conditions do not warranty the conditions below the depths of the borings or that the strata logged from the borings are necessarily typical of the entire site. Any party using the information described in the soil borings and geotechnical report shall accept full responsibility for its use.

A geotechnical investigation report for the Project, prepared by Somat Engineering Incorporated, dated September 26, 2019, is appended to this Document.

a. The opinions expressed in this report are those of a geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by a geotechnical engineer.

b. Any party using information described in the geotechnical report shall make additional test borings and conduct other exploratory operations that may be required to determine the character of subsurface materials that may be encountered.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 31 32 Page 1

CONSTRUCT MAIN BASE ENTRANCE ADDENDUM 01

MBMV099170 15 DECEMBER 2022

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 31 32 Page 2 c

4039 40th Street SE • Suite 4 • Grand Rapids • Michigan • 49512

REPORT ON GEOTECHNICAL INVESTIGATION

MAIN BASE ENTRANCE UPGRADE, 110TH ATKW

BATTLE CREEK AIR NATIONAL GUARD BASE

BATTLE CREEK, MICHIGAN

Prepared for:

Mead & Hunt 2440 Deming Way

Middleton, Wisconsin 53562

September 26, 2019 2019036A

4039 40th Street SE, Suite 4, Grand Rapids, Michigan 49512 web: www.somateng.com phone: 616-575-9230 fax: 616-575-9236

Infrastructure Engineering Solutions

September 26, 2019 2019036A

Mr. Jeremy Bluhm, PE Mead & Hunt 2440 Deming Way Middleton, Wisconsin 53562-1562

RE: Report on Geotechnical Investigation Main Base Entrance Upgrade 110th ATKW, Battle Creek Air National Guard Base Battle Creek, Michigan

Dear Mr. Bluhm:

We have completed the geotechnical investigation for the proposed Main Base Entrance Upgrade Project at the Battle Creek Air National Guard Base located in Battle Creek, Michigan. This report presents the results of our observations, geotechnical recommendations, and construction considerations.

The soil samples collected during our field investigation will be retained in our laboratory for 90 days from the date of this report, at which time these samples will be discarded unless otherwise directed by you.

It was a pleasure working with you on this project. If you have any questions regarding this report, please do not hesitate to contact us.

Sincerely, Somat Engineering, Inc.

Jennifer S. Schmitzer Geotechnical Project Manager

REPORT SUMMARY

A general summary of the report conclusions and recommendations is provided below:

1. This project consists of the design and construction of a main entrance gate to the Battle

Creek ANGB, including new guardhouse building and a new vehicle inspection/gatehouse building, as well as new pavement for the driveway and entrance to the base. Six (6) soil borings were requested for this project, with five drilled in proposed pavement areas (each extending to 10 feet) and one in the proposed vehicle inspection/gatehouse and guard house are (extending to 40 feet deep).

2. We understand shallow foundation systems are anticipated for these new buildings. As such, we expect shallow spread or continuous foundations to bear at standard frost depth (42 inches below final site grade). We do not anticipate any significant grade changes in this area (limited to within 1 foot±). Soil boring B-04 was drilled in the area of the vehicle inspection building/gate house, though should be applicable to the nearby guardhouse as well. At a depth of 42 inches below existing grade, we anticipate the bearing soils will consist of loose fine sand, or possibly the existing granular fill soils

3. Based on all of the borings, at the estimated subgrade level for both the building slabs-on-grade and pavement, we expect the subgrade soils for the new pavement to consist of the existing silty sand and sand with silt fill soils. These soils were found to be in a loose to medium dense condition. These soils are considered to be suitable for support of new slabs and pavement sections, provided they are properly prepared (densified where they are loose).

However, these soils contain a significant amount of fines to where they are not considered free draining and could be susceptible to frost action. This should be considered in the design and is discussed further in the report.

The summary presented above is general in nature and should not be considered apart from the entire text of the report with all the qualifications and considerations mentioned therein. Details of our findings and recommendations are discussed in the following sections and in the appendices of this report.

REPORT PREPARED BY: REPORT REVIEWED BY:

JD Hoksbergen, P.E. Corey R. Hostetter, P.E., LEED A.P.

Project Engineer Senior Project Engineer

Jennifer S. Schmitzer Project Manager

BATTLE CREEK AIR NATIONAL GUARD BASE

BATTLE CREEK, MICHIGAN

TABLE OF CONTENTS

Page #

1.0 INTRODUCTION

1.1 GENERAL

1.2 PROJECT AND SITE INFORMATION

2.0 SUBSURFACE INVESTIGATION

2.1 FIELD EXPLORATION

2.1.1 Drilling Operations

2.1.2 Sampling

2.1.3 Standard Penetration Test (SPT)

2.1.4 Groundwater Level Observation Procedures

2.2 LABORATORY TESTING

2.3 LIMITATIONS

3.0 SUBSURFACE CONDITIONS

3.1 SOIL STRATIFICATION

3.2 GROUNDWATER LEVEL OBSERVATIONS

3.3 RESULTS OF CBR TESTING

4.0 ANALYSIS AND RECOMMENDATIONS

4.1 FOUNDATION RECOMMENDATIONS

4.2 SEISMIC SITE CLASS RECOMMENDATION

4.3 PAVEMENT AND SLAB-ON-GRADE RECOMMENDATIONS

4.3.1 Slab-on-Grade Recommendations

4.3.2 Pavement Recommendations

4.3.3 Pavement Drainage Considerations

4.3.4 Pavement Design Considerations

4.4 ENGINEERED FILL REQUIREMENTS

4.5 CONSTRUCTION CONSIDERATIONS

5.0 GENERAL QUALIFICATIONS

Appendix A ............................................................................................ Soil Boring Location Diagram Appendix B .............................................................................. Logs of Soil Borings and General Notes Appendix C ........................................................................................................ Laboratory Test Results Appendix D .............................. “Important Information about This Geotechnical-Engineering Report”

BATTLE CREEK, MICHIGAN

1.0 INTRODUCTION

1.1 GENERAL

Upon authorization from Mead & Hunt of Middleton, Wisconsin, Somat Engineering, Inc. (Somat) has conducted a geotechnical investigation for a proposed new Main Base Entrance at the Battle

Creek Air National Guard Base in Battle Creek, Michigan. This study was performed in accordance with Somat Proposal No. P180297R, dated February 13, 2019.

The following sections of this report will provide our understanding of the project, a description of our field investigation, the results of the field and laboratory tests, the logs of test borings, our interpretation of subsoil and groundwater conditions, recommendations related to the geotechnical aspects for design of new foundations, pavement, and construction considerations based on the soil and groundwater conditions disclosed by our field investigation.

1.2 PROJECT AND SITE INFORMATION

This project consists of the design and construction of a main entrance gate to the Battle Creek

ANGB, including new guardhouse building and a new vehicle inspection/gatehouse building, as well as new pavement for the driveway and entrance to the base.

The Battle Creek ANGB is located at 3367 West Dickman Road in Battle Creek, Michigan. The new entrance is proposed to be located near the southwest side of the base property, just north of the intersection of old Skyline Drive and Hill Brady Drive/Logistics Drive. This intersection has recently been reconfigured and reconstructed to where Skyline Drive no longer continues north through this intersection. Old Skyline Drive now terminates at a dead end north of Hill Brady

REPORT ON GEOTECHNICAL INVESTIGATION SEPTEMBER 26, 2019

BATTLE CREEK, MICHIGAN PAGE 2

Drive/Logistics Drive and no longer services civilian traffic. The proposed guardhouse and vehicle inspection buildings are to be located north of Hill Brady Drive/Logistics Drive.

We understand the new guardhouse building will be single-story, slab-on-grade structures and the foundations are anticipated to be shallow continuous strip foundations. Preliminary loading is estimated at 2 to 3 kips/ft along strip footings anticipated for the guardhouse, and column loads of about 30 kips are anticipated for the vehicle inspection building/gatehouse. The vehicle inspection buildings/gatehouse may be supported on shallow spread footing foundations, unless the soil conditions dictate that an intermediate foundation system be necessary.

2.0 SUBSURFACE INVESTIGATION

2.1 FIELD EXPLORATION

The field exploration program consisted of performing a total of six (6) soil borings, with five drilled to assist with the design of new pavement (B-01, B-02, B-03, B-05, and B-06), and one drilled within the footprint of the proposed inspection building/gatehouse (B-04) and near the adjacent guardhouse. The pavement borings were extended to depths of about 10 feet below existing grade, and the building boring was extended to about 40 feet below existing grade.

The number and location of borings were selected by M&H and staked in the field by Somat personnel, based on the offset locations provided by M&H. The soil boring locations were not surveyed and the provided coordinates are based on measured offsets in the field. Ground surface elevations were estimated from Google Earth for information, but were not surveyed with accuracy. A soil boring location diagram is presented in Appendix A for reference.

2.1.1 Drilling Operations

The drilling operations were performed on April 3, 2019. A truck mounted drill rig was used to advance 4¼ inch (outside diameter) solid stem augers to the termination depth of the pavement soil borings. At the building boring location, 2¼ inch (inside diameter) hollow stem augers were

BATTLE CREEK, MICHIGAN PAGE 3

used. Upon completion, all boreholes were backfilled with auger cuttings to the surface. Where boring extended through existing pavement, the surface was patched using asphalt cold patch.

2.1.2 Sampling

Soil samples were recovered from the soil borings using split-spoon sampling procedures in accordance with ASTM Standard D1586 (“Standard Method for Penetration Tests and Split

Barrel Sampling of Soils”). Sampling was performed in the soil borings using 18 inch long split-spoon samplers at a 2.5 foot interval in the top 10 feet and every 5 feet thereafter. In addition, bulk samples of the soil at the proposed subgrade depth were collected during the drilling operation in sufficient quantities to perform the required laboratory testing.

The samples obtained during drilling were sealed in glass jars in the field to protect the soil and maintain the soil’s natural moisture content. Bulk samples were collected in large plastic buckets with lids. All soil samples for the geotechnical investigation were transported to Somat’s laboratory for further analysis and testing and will be retained in our laboratory for a period of 1 year from the date of the final report, after which they will be discarded, unless we are notified otherwise.

2.1.3 Standard Penetration Test (SPT)

Soil samples collected during the drilling portion of the subsoil exploration were labeled with the soil boring designation and a unique sample number. Soil boring samples were obtained by

Standard Penetration Tests in general accordance with ASTM D-1586 procedures, whereby a conventional 2-inch O.D. split-spoon sampler is driven into the soil with a 140 pound hammer repeatedly dropped through a free-fall distance of 30 inches. The sampler is generally driven three successive 6-inch increments, with the blows for each 6-inch increment being recorded.

The number of blows required to advance the sampler through 12 inches after an initial penetration of 6 inches, is termed the Standard Penetration Test resistance (N-value) and is presented graphically on the individual Logs of Test Borings. As added information, the number of blows for each 6-inch increment is also presented on the boring logs.

BATTLE CREEK, MICHIGAN PAGE 4

2.1.4 Groundwater Level Observation Procedures

Whenever possible, groundwater level observations were made during the drilling operations and immediately after completion of drilling, and are shown on the individual Logs of Test Borings.

During drilling, the depth at which free water was observed, where drill cuttings became saturated or where saturated samples were collected, was indicated as the groundwater level during drilling. In granular, pervious soils, the indicated water levels are considered relatively reliable when solid or hollow-stem augers are used for drilling. However, in cohesive soils, groundwater observations are not necessarily indicative of the static water table due to the low permeability rates of the soils, and due to the sealing off of natural paths of groundwater flow during drilling operations.

It should be noted that seasonal variations and recent precipitation conditions may influence the level of the groundwater table significantly. Groundwater observation wells are generally used if precise groundwater table information is needed, however the installation of groundwater monitoring wells was not included in the scope of the investigation. Therefore, the discussion and recommendations provided within the report are based on our knowledge of the soil and groundwater conditions in this area, which should provide for a reasonable approximation of the groundwater level.

2.2 LABORATORY TESTING

All samples recovered from the borings were classified in accordance with the Unified Soil

Classification System.

To aid in classification, grain size analyses (sieve and wash loss) were performed on five granular samples, with one selected from each pavement soil boring.

A Loss-on-Ignition test was also performed on samples suspected to contain excessive organic material. In the Loss-on-Ignition test, a sample is superheated as a means to burn off all of the

BATTLE CREEK, MICHIGAN PAGE 5

organic matter. The organic content is then calculated as a ratio of the weight of organic material to the weight of the overall sample.

A moisture-density relationship test and laboratory California Bearing Ratio (CBR) test (ASTM

D1883) were performed on the composited bulk subgrade sample obtained. A Modified Proctor test (ASTM D1557) was performed, in preparation for performing the CBR test. The laboratory

CBR test was performed in a soaked subgrade condition.

The results of the laboratory classification and testing are included in Appendix B on the respective logs of test borings. Grain size distribution graphs and CBR test results are presented in Appendix

C. All laboratory tests were performed in accordance with their applicable ASTM…

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