Drawings - MBMV152269 Repair Perimeter Fence.pdf

BATTLE CREEK

SPRINGFIELD

R

E

C

R

U

I

T

I

N

G

V

I

S

I

T

O

R

S

O

N

L

Y

R

E

C

R

U

I

T

I

N

G

V

I

S

I

T

O

R

S

O

N

L

Y

R

E

C

R

U

I

T

I

N

G

V

I

S

I

T

O

R

S

O

N

L

Y

RESERVED

VISITOR

RESERVED

VISITOR

RESERVED

VISITOR

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

H A

N D

I C

A P

H A

N D

I C

A P

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

HANDICAP

CUSTOMER

HANDICAP

CUSTOMER

CUSTOMER

RESERVED

RESERVED

RESERVED

H A

N D

I C

A P

H A

N D

I C

A P

LOT A

LOT P

LOT C

L O

T

D

LOT E

LOT E

LOT E

LOT G

L

O

T

H

L

K

LO

T N

RESERVED

UTA 91

RESERVED

RESERVED

UTA 89

RESERVED

UTA 88

RESERVED

RESERVED

U

A

U

U

U

RESERVED

RESERVED

RESERVED

RESERVED

RESERVED

UTA 18

RESERVED

UTA 17

RESERVED

UTA 16

RESERVED

UTA 15

RESERVED

RESERVED

RESERVED

RESERVED

RESERVED

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

RESERVED

RESERVED

RESERVED

R

E

S

E

R

V

E

D

R

E

S

E

R

V

R

E

S

E

R

V

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

R

E

S

E

R

V

R

E

S

E

R

V

R

E

S

E

R

V

RESERVED

UTA 45

RESERVED

UTA 44

RESERVED

RESERVED

RESERVED

RESERVED

RESERVED

GO

RESERVED

RESERVED

RESERVED

UTA 71

RESERVED

RESERVED

UTA 73

R E

S E

R V

E D

U

R E

S E

R V

E D

U

R E

S E

R V

E D

U

R E

S E

R V

R E

S E

R V

E D

U

R E

S E

R V

R E

S E

R V s p a c e s

17 spaces

18 spaces s p a c e s s p a c e s s p a c e s p a c e s a c e s a c e s

D

C

EAST APRON

TRANSIENT PAD

SOUTH RAMP

WEST RAMP

CLOSED

POWER

CHECK PAD

S O

U N

D W

A L L

LOT F

LOT J

LOT O

L O

T

R

P

C C

P

C

A

C C

P

A

C C

P

C C

F

E

E

H

C

E

E

E

E

TAXILANE - F

THUNDERBOLT AVE.

THUNDERBOLT AVE.

S A

B R

E

S

T R

E E

T

S P

I T

F I R

E

A

V E

MUSTANG AVE.

MUSTANG AVE.

FALCON STREET

D R

A G

O N

F L Y

TALON DRIVE

S

E

N

T

R

Y

I

V

E

MUSTANG AVE.

DICKMAN RD.

S

E

N

T

I

V

E

P H

A N

T O

M

A

V E

S C

O R

P I O

N

S

T R

E E

T

T

H

U

N

D

E

R

B

O

V

E

T

H

U

N

D

E

R

B

O

E

C

A

N

B

E

R

R

A

L

Q

LOT S

LOT B

DICKMAN RD.

DICKMAN RD.

OUTSIDE

STORAGE

H A

Z M

A T

S T

O R

A G

E

MAIN GATE

CONTRACTOR GATE

DEMO 10 JUNE 2011

WEST PROPERTY

WATER SERVICE

BACKFLOW PREVENTION

DEMO 16 AUGUST 2014

D E

M

A

U G

E

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

N

M

B M

V

W

L L O

I R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

P

R

I M

E T

F

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

G-001

TITLE SHEET

X

T

E C

H C

A D

G

T

S

E

E T

D

W G

A

M

STATE OF MICHIGAN

WK KELLOGG AIRPORT

MICHIGAN AIR NATIONAL GUARD

REPAIR PERIMETER FENCE

ANG Project No. MBMV 152269

BATTLE CREEK, MICHIGAN 49015

TITLE SHEET

CALHOUN

COUNTY

LANSING

BATTLE

CREEK

ANGB

WK

KELLOGG

AIRPORT

VICINITY MAP

LOCATION MAP

PROJECT AREA

SHEET LIST TABLE

Sheet Number Sheet Title

GENERAL

G-001 TITLE SHEET

G-021 PROJECT LAYOUT PLAN

G-081 CONSTRUCTION OPERATION AND PHASING PLAN NOTES

G-082 CONSTRUCTION OPERATION AND PHASING PLAN

CIVIL

C-001 LEGEND & ABBREVIATIONS

C-021 EROSION CONTROL PLAN

C-031 SIGN LOCATION PLANS

C-041 EXISTING UTILITIES & REMOVALS PLAN

FENCING

F-101 OVERALL FENCING LAYOUT

F-102 OVERALL FENCING LAYOUT

F-103 OVERALL FENCING LAYOUT

F-301 DETAIL AT MAIN GATE

F-501 CHAIN LINK FENCE & DETAILS

F-502 BARBED WIRE ARRANGEMENT & BOLLARD DETAILS

F-503 CHAIN LINK & ORNAMENTAL CANTILEVERED GATE DETAILS

F-504 TYPICAL CABLE REINFORCED CHAIN LINK

F-505 CABLE REINFORCED CHAIN LINK FENCE - DEADMAN & LINE POST

F-506 CABLE REINFORCED CHAIN LINK FENCE - GATES

F-507 CABLE REINFORCING DETAILS

F-508 CABLE REINFORCING DETAILS CONTINUED

F-509 CABLE REINFORCED ORNAMENTAL FENCE - END POST

F-510 CABLE REINFORCED ORNAMENTAL FENCE - DEADMAN & LINE POST

F-511 TEMPORARY FENCE DETAILS

../../Bldg prints/7020/7020.dwg

./C-021 EROSION CONTROL PLANS.DWG

./C-021 EROSION CONTROL PLANS.DWG

./C-031 SIGN LOCATION PLANS.DWG

./C-031 SIGN LOCATION PLANS.DWG

./C-041 EXISTING UTILITIES & REMOVALS PLAN.DWG

./C-041 EXISTING UTILITIES & REMOVALS PLAN.DWG

./F-101 OVERALL FENCING LAYOUT.DWG

./F-101 OVERALL FENCING LAYOUT.DWG

./F-101 OVERALL FENCING LAYOUT.DWG

./F-101 OVERALL FENCING LAYOUT.DWG

./F-101 OVERALL FENCING LAYOUT.DWG

./F-101 OVERALL FENCING LAYOUT.DWG

xxx xxx xxx xxx xxx xxx xxx xxx x x x x x x x x x x x x x x x x x x

CP6229

CP42

CP6320

CONTROL POINTS

POINT #

NORTHING

299070.917

299136.455

299355.382

EASTING

12885451.620

12886164.640

12886345.840

ELEVATION

926.77

926.49

927.09

DESCRIPTION

PK

CP HYD27-W-BLT

CP

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

G-021

PROJECT LAYOUT

PLAN

X

T

E C

H C

A D

G

O

J E

Y

O U

T

P

L A

N D

W G

A

M

00 150 300

C

A

N

A

D

I

T

I

O

N

I

L

W

A

Y

DICKMAN RD

BEGIN FENCE

REPAIR

END FENCE

REPAIR

BATTLE CREEK AIR

NATIONAL GUARD BASE

MAIN GATE CONTRACTOR GATE

Know what's below.

before you dig.Call

X

T

E C

H C

A D

G

N

S T

R U

C T

I O

N

S

A F

E T

Y

A

A

S I N

G

P

L A

N

N

O T

E S

D

W G

A

M

RESTRICTED AREAS

A. OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS

ARE PROVIDED AS APPROVED BY THE COR.

B. ALL VEHICLES ARE TO BE PARKED AND SERVICED IN THE CONTRACTOR STAGING/STORAGE AREA.

C. THE CONTRACTORS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING CONSTRUCTION AND TO THE

CONTRACTOR STAGING/STORAGE AREA DURING NON-CONSTRUCTION PERIODS, EXCEPT AS PROVIDED ON THE PLANS, IN THE

CONTRACT SPECIAL PROVISIONS, OR AS MAY BE AUTHORIZED BY THE COR IN WRITING.

MARKING, LIGHTING, AND BARRICADES

NO CONSTRUCTION SHALL BEGIN UNTIL ALL BARRICADES, AND SAFETY MEASURES HAVE BEEN PLACED BY THE CONTRACTOR AND

APPROVED BY THE COR.

A. EXCAVATION/STOCKPILES:

IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS OR EQUIPMENT, HE/SHE MUST FIRST COORDINATE WITH THE COR TO

ENSURE THAT APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE AND TO ENSURE THAT THE STOCKPILED MATERIALS

DO NOT CREATE A HAZARD.

EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER PAVED SURFACES MUST BE APPROPRIATELY MARKED WITH

BARRICADES, AS DIRECTED BY THE COR.

BARRICADES SHALL MEET CURRENT MDOT TRAFFIC CONTROL DEVICE STANDARDS.

B. TRAFFIC CONTROL DEVICES:

ALL TRAFFIC CONTROL DEVICES SHALL MEET INDUSTRY AND MICHIGAN DOT STANDARDS.

C. CONTRACTOR MUST PROVIDE AN EMERGENCY CONTACT AVAILABLE 24 HOURS FOR MAINTENANCE OF CONSTRUCTION SIGNING

AND BARRICADING, OR ANY OTHER ISSUES THAT INTERFERE WITH THE OPERATIONS AT THE BASE.

FUEL SUPPORT

ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS SUBJECT TO LOCAL FIRE

INSPECTION. LOCAL FIRE CODES AND SAFETY STANDARDS SHALL BE MET PRIOR TO COMMENCEMENT OF WORK.

SWEEPING / CLEAN-UP

A. THE CONTRACTOR SHALL HAVE SWEEPING CAPABILITIES ON-SITE AT ALL TIMES IN ORDER TO REMOVE DEBRIS FROM ACTIVE

OPERATIONAL AREAS (ENTRANCE ROADS, PARKING LOTS, ETC). MATERIAL TRACKED ONTO THESE AREAS MUST BE

CONTINUOUSLY REMOVED DURING THE CONSTRUCTION PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT

THE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS CLEAR OF ANY DEBRIS TO THE SATISFACTION OF THE COR.

UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THE SITE, INCLUDING ADJACENT

PAVEMENTS AND HAUL ROUTES, IS RETURNED TO ORIGINAL CONDITION TO THE SATISFACTION OF THE COR.

B. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT, CONTRACTOR MUST CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL

OR HYDRAULIC FLUID LEAKS. ANY SPILLS OF HAZARDOUS MATERIAL MUST BE CLEANED UP IN ACCORDANCE WITH APPLICABLE

REGULATIONS.

C. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST DURING CONSTRUCTION OPERATIONS. IF THE COR

REQUESTS DUST CONTROL, IT SHALL BE APPLIED IMMEDIATELY.

HAUL ROUTES, PLANT SITES AND STAGING AREAS

HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN ON THE CONSTRUCTION SAFETY AND PHASING

PLAN AND AS DISCUSSED AT THE PRE-BID CONSTRUCTION CONFERENCE.

CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL HAUL ROADS, PLANT SITES AND STAGING AREAS TO ORIGINAL CONDITION.

THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING (FILLING IF NECESSARY) AND SEEDING ALL TURF AREAS. ANY PAVEMENT

AREAS USED BY THE CONTRACTOR AS A HAUL ROUTE WHICH ARE DAMAGED WILL BE REPAVED AND/OR REMARKED AS APPROVED

BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING ALL HAUL ROUTES PRIOR TO THE START OF CONSTRUCTION. THE CONDITION

OF EXISTING HAUL ROUTES SHALL BE DOCUMENTED EITHER WITH PICTURES OR VIDEO AND PROVIDED TO THE ENGINEER PRIOR

TO ANY HAULING ACTIVITIES. ANTICIPATED COSTS ASSOCIATED WITH DOCUMENTING EXISTING HAUL ROUTE CONDITION, OR

RECONSTRUCTING OR RESTORING HAUL ROUTES AND STAGING AREAS SHALL BE INCIDENTAL TO THE PROJECT MOBILIZATION.

UNDERGROUND ELECTRICAL CIRCUITS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING UTILITIES, AND ELECTRICAL CIRCUITS. LOCATIONS OF

EXISTING UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE AS-BUILT DATA AND ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY CROSSING OF UNDERGROUND ELECTRICAL CIRCUITS AND UTILITIES

WITH THE COR, AND LOCAL UTILITIES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE

TONING EQUIPMENT CAPABLE OF DETECTING A 60 HZ SIGNAL FOR LOCATING CABLES IN THE CONSTRUCTION AREA. THE

CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. COST OF LOCATING THE UTILITIES AND

PROVIDING THE TONING EQUIPMENT SHALL BE INCIDENTAL TO THE PROJECT.

BASE SECURITY

ANY LENGTH OF SECURITY FENCE REMOVED BY THE CONTRACTOR WILL BE REQUIRED TO BE EITHER REINSTALLED OR REPLACED

WITH TEMPORARY FENCE. DURATION OF SECURITY FENCE REMOVAL SHALL BE MINIMIZED TO NOT INTERFERE WITH BASE

SECURITY. COORDINATE WITH THE COR PRIOR TO ANY KIND OF FENCE WORK. THE CONTRACTOR WILL PROVIDE A BADGED GATE

GUARD AT ALL AREAS OF FENCE WORK.

MEETINGS AND CORRESPONDENCE

A. CONTRACTOR IS REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH SAFETY ISSUES WILL BE DISCUSSED.

ENFORCEMENT

A. VIOLATIONS TO BASE OPERATIONS OR THESE RULES AND REGULATIONS, DEPENDING UPON THE SEVERITY OF THE VIOLATION, MAY RESULT IN ONE OR MORE OF THE FOLLOWING:

1. FINES

2. A VERBAL AND/OR WRITTEN WARNING

3. REVOCATION OF AOA BADGE AND/OR VEHICLE ACCESS PERMIT

4. THE CONTRACT WORK BEING STOPPED UNTIL CORRECTIVE MEASURES ARE TAKEN TO PRECLUDE A RECURRENCE OF THE

VIOLATIONS. NO TIME EXTENSION WILL BE ISSUED DUE TO A VIOLATION.

5. REMOVAL FROM THE PROJECT

B. THE CONTRACTOR IS RESPONSIBLE FOR ALL FINES LEVIED BY THE COR FOR VIOLATIONS OF SECURITY REGULATIONS.

PERMITS AND LOCAL INSPECTION FEES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED FOR THIS PROJECT. ALL COSTS

ASSOCIATED WITH PERMITS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

OPERATIONS/PHASING/TRAFFIC CONTROL GENERAL NOTES:

1. ALL SCHEDULING TO BE COORDINATED THROUGH THE ENGINEER AND APPROVED BY THE COR.

2. ALL ROADS TO REMAIN OPEN TO VEHICLE TRAFFIC AT ALL TIMES.

3. CONTRACTOR SHALL SUPPLY ANY TEMPORARY STOP, SPEED LIMIT, OR ANY OTHER SIGN OR TRAFFIC CONTROL DEVICE

REQUIRED TO PERFORM CONSTRUCTION.

4. CONTRACTOR SHALL NOT PARK OR TURN AROUND CONSTRUCTION VEHICLES IN ANY ACTIVE AREAS.

5. NO PERSONAL VEHICLES WILL BE ALLOWED THROUGH GATES OR FENCE.

6. ANY SIGNS, TEMPORARY OR EXISTING, WHICH CONFLICT WITH THE TRAFFIC CONTROL "IN USE" SHALL BE REMOVED OR

COVERED AS NEEDED, AND AS APPROVED BY THE COR.

7. TRAFFIC CONTROL MEASURES SHOWN ON PHASING SHEETS ARE A MINIMUM AND THE CONTRACTOR IS TO SUPPLY ANY

ADDITIONAL TRAFFIC CONTROL MEASURES TO PERFORM REQUIRED WORK AS REQUIRED BY THE COR.

8. SEE SHEETS G-082 FOR ADDITIONAL PHASING/TRAFFIC CONTROL NOTES.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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.

of

SHEET NO.

Mead and Hunt, Inc.

2440 Deming Way

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

3/31/2020 TYPE B3 FINAL

G-081

CONSTRUCTION

OPERATION AND

PHASING PLAN NOTES

CONSTRUCTION

OPERATION AND

PHASING PLAN NOTES

C

R

U

I

T

I

N

G

V

I

S

I

T

O

R

S

O

N

L

Y

R

E

C

R

U

I

T

I

N

G

V

I

S

I

T

O

R

S

O

N

L

Y

R

E

C

R

U

I

T

I

N

G

V

I

S

I

T

O

R

S

O

N

L

Y

RESERVED

VISITOR

RESERVED

VISITOR

RESERVED

VISITOR

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

H A

N D

I C

A P

H A

N D

I C

A P

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

HANDICAP

CUSTOMER

HANDICAP

CUSTOMER

CUSTOMER

RESERVED

RESERVED

RESERVED

H A

N D

I C

A P

H A

N D

I C

A P

LOT P

LOT C

L O

T

D

LOT E

LOT E

LOT E

LOT G

L

RESERVED

UTA 91

RESERVED

RESERVED

UTA 89

RESERVED

UTA 88

RESERVED

RESERVED

U

U

U

U

RESERVED

RESERVED

RESERVED

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

R E

S E

R V

E D

RESERVED

RESERVED

RESERVED

R

E

S

E

R

V

R

E

S

E

R

V

R

E

S

E

R

V

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

E

D

U

R

E

S

E

R

V

R

E

S

E

R

V

R

E

S

E

R

V

R

E

S

E

R

V

RESERVED

UTA 45

RESERVED

UTA 44

RESERVED

RESERVED

RESERVED

RESERVED

RESERVED

GO

RESERVED

RESERVED

RESERVED

UTA 71

RESERVED

RESERVED

UTA 73

R E

S E

R V

E D

U

R E

S E

R V

E D

U

R E

S E

R V

E D

U

R E

S E

R V

R E

S E

R V

E D

U

R E

S E

R V

LOT F

LOT J

LOT O

THUNDERBOLT AVE.

S A

B R

E

S

T R

E E

T

S P

I T

F I R

E

A

V E

MUSTANG AVE.

MUSTANG AVE.

FALCON STREET

D R

A G

O N

F L Y

DICKMAN RD.

P H

A N

T O

M

A

V E

S C

O R

P I O

N

S

T R

E E

T

T

H

U

N

D

E

R

B

O

E

T

H

U

N

D

E

R

B

O

E

LOT S

LOT B

MAIN GATE

CONTRACTOR GATE

STAGING AREA

HAUL ROUTE

E

E

E

E

E

E

E

MAINTAIN ACCESS THROUGH

ONE ENTRANCE AND ONE EXIT

GATE AT ALL TIMES

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

G-082

CONSTRUCTION

OPERATION AND

PHASING PLAN

X

T

E C

H C

A D

G

N

S T

R U

C T

I O

N

S

A F

E T

Y

A

A

S I N

G

P

L A

N D

W G

A

M

COORDINATION NOTES:

1. ACCESS SHALL BE MAINTAINED THROUGH BOTH THE MAIN GATE AND CONTRACTOR GATE THROUGHOUT THE

DURATION OF CONSTRUCTION, SEE DRAWING FACE FOR LOCATIONS.

2. IT IS THE BASE'S INTENTION TO MINIMIZE THE TIME EACH GATE IS UNDER CONSTRUCTION. THE GATES SHALL

BE IN NORMAL WORKING CONDITION UNTIL SHORTLY BEFORE THE NEW GATE DELIVERY DATES. THE

CONTRACTOR SHALL COORDINATE REMOVALS AS CLOSELY AS POSSIBLE TO INSTALLATION OF NEW GATES

TO MINIMIZE THE IMPACT TO EACH GATE.

3. SIGNIFICANT CHANGES AT THE MAIN GATE WILL REQUIRE STAGED CONSTRUCTION. ONE ENTRANCE AND ONE

EXIT GATE SHALL REMAIN IN USE AT ALL TIMES ON EXISTING OR PROPOSED PAVEMENT. COORDINATE WITH

THE COR ON THE TIMING OF UTA WEEKEND TO HAVE BOTH ENTRANCE AND EXIT GATES AVAILABLE ON

PAVEMENT.

4. CONTRACTOR TO COORDINATE WITH THE COR, THEIR CONSTRUCTION PHASING PLAN. A DETAILED PHASING

PLAN AND CONSTRUCTION SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR TO THE COR. THE

CONSTRUCTION SCHEDULE SHALL BE APPROVED BY THE COR PRIOR TO WORK STARTING.

5. CONSTRUCTION VEHICLES SHALL OBEY ALL TRAFFIC SPEED LIMIT SIGNS, TEMPORARY CONSTRUCTION OR

PERMANENT.

6. BASE ROADS SHALL REMAIN OPEN, CLEAN, AND CLEAR THROUGHOUT DURATION OF PROJECT.

7. THE RESTORATION OF THE STAGING AREA TO BE AT THE CONTRACTOR'S EXPENSE AND IS CONSIDERED

INCIDENTAL.

GRAPHIC SCALESCONSTRUCTION OPERATIONS & PHASING AT MAIN GATE

LEGEND:

HAUL ROUTE

LOCATION PLAN

TRAFFIC CONTROL GENERAL NOTES:

1. ALL PAVEMENT SHALL BE KEPT CLEAR OF CONSTRUCTION DEBRIS AT ALL TIMES.

2. CONTRACTOR TO MAINTAIN ENTRY AND EXIT ACCESS FOR ALL GATES TO THE BEST OF THEIR ABILITIES TO

MINIMIZE DISRUPTION OF BASE OPERATIONS DURING CONSTRUCTION.

3. DURING WORKING AND NON-WORKING HOURS, THE CONTRACTOR SHALL PROPERLY BARRICADE AND SIGN

AREAS WHICH COULD CAUSE DAMAGE TO VEHICLES.

4. CONTRACTOR SHALL SUPPLY ANY TEMPORARY STOP, SPEED LIMIT, OR ANY OTHER TEMPORARY SIGN OR

TRAFFIC CONTROL DEVICE REQUIRED TO PERFORM CONSTRUCTION.

5. ALL TRAFFIC CONTROL ITEMS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

6. THE EXACT NUMBER, TYPE, LOCATION AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO

FIT FIELD CONDITIONS. SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS MAY BE

MOUNTED ON PORTABLE SUPPORTS.

7. ANY SIGNS, TEMPORARY OR EXISTING, WHICH CONFLICT WITH THE TRAFFIC CONTROL "IN USE" SHALL BE

REMOVED OR COVERED AS NEEDED, AS REQUIRED, AND AS APPROVED BY THE COR.

8. ADVANCED WARNING SIGNS FOR CONSTRUCTION WORK ZONES SHALL BE PLACED DURING WORKING

HOURS AND ONE WEEKS AHEAD OF TIME TO ALLOW FOR USERS TO BE PROPERLY NOTIFIED.

9. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING, MAINTAINING AND RELOCATING ALL TRAFFIC

CONTROL DEVICES FOR DURATION OF PROJECT.

10. THE CONTRACTOR SHALL SECURE THE PERIMETER OF EACH AREA WITH BARRELS, BARRICADES OR OTHER

COR APPROVED TRAFFIC CONTROL MEASURE TO PREVENT VEHICLES FROM ENTERING THE WORK AREA. AT

NO TIME THROUGHOUT CONSTRUCTION SHALL ANY PORTION OF BASE SECURITY FENCE BE LEFT OPEN, A

POSTED GATE GUARD DOES NOT COUNT AS THE FENCE BEING SECURED.

11. CONTRACTOR MAY ELECT TO ERECT A TEMPORARY FENCE AROUND ANY WORKING AREA. TEMPORARY

FENCE SHALL BE INSTALLED AS NOT TO DAMAGE EXISTING PAVEMENT TO REMAIN. POST SUPPORT AND

WEIGHTING METHOD SHALL BE APPROVED BY THE COR. TEMPORARY FENCE AND POSTS SHALL BE ABLE TO

WITHSTAND WIND AND HISTORICAL WEATHER CONDITIONS.

12. MAINTAIN EXISTING FENCING AND GATES UNTIL SUCH POINT THE NEW FENCING AND GATES PROVIDE AN

ENCLOSED PERIMETER. BILIZATION.

CONTRACTORS SHALL BE BADGED TO HAVE ACCESS TO THE BASE. SECURITY REQUIREMENTS MUST BE MET AT

ALL TIMES. CONTRACTORS WILL NOT BE ALLOWED ACCESS TO AREAS BEYOND THE WORK OR FOR OTHER

REASONS THAT ARE NOT MANDATED BY THE WORK TO BE PERFORMED.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L

L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

3/31/2020 TYPE B3 FINAL

C-001

LEGEND &

ABBREVIATIONS

X T

E C

H C

A D

C

L E

G E

N D

B B

R E

V I A

T I O

N S

D

W G

A

M

LEGEND:

BENCHMARK

CONTROL POINT

BARRIER, JERSEY

BOLLARD

CLEANOUT, SANITARY OR STORM

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC PEDESTAL BOX

ELECTRIC TRANSFORMER BOX

ELECTRIC SERVICE PANEL

ELECTRIC HANDHOLE (PULLBOX)

FIBER OPTIC MANHOLE

FIRE HYDRANT

FLAGPOLE

FUEL SHUT OFF VALVE

FUEL VENT PIPE

GAS MANHOLE

GAS METER

GAS VALVE

GAS VENT PIPE

GUY ANCHOR

HANDHOLE, GENERIC

IRON PIN

LIGHT BOLLARD

FLOODLIGHT POLE

LIGHT POLE (SINGLE)

LIGHT POLE (DOUBLE)

MARKER, CABLE

MARKER, DUCT

MONITORING WELL

PIEZOMETER

POWER POLE

POWER POLE, DOUBLE

POWER POLE WITH LIGHT

SANITARY SEPTIC TANK VALVE

SANITARY SEWER LIFT STATION

SANITARY SEWER MANHOLE

SANITARY SEWER VALVE

SANITARY SEWER WET WELL

SIGN (SINGLE POST)

SIGN (DOUBLE POST)

SOIL BORING

STORM INLET, CURB

STORM INLET, ROUND

STORM INLET, SQUARE

STORM FLARED END SECTION

STORM SEWER MANHOLE

STORM WATER QUALITY MANHOLE

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL BOX

CTV PEDESTAL BOX

TRAFFIC FLOW DIRECTION

UTILITY CROSSING / CONFLICT or CAUTION

UNDERDRAIN FLUSHER RISER

UNDERDRAIN MANHOLE

VALVE MANHOLE

WATER AIR RELIEF VALVE

WATER BLOW OFF VALVE

WATER MANHOLE

WATER METER

WATER PRESSURE VALVE

WATER REDUCER

WATER VALVE

WATER SHUT OFF

WATER TANK

WETLAND DATAPOINT

WATER SURFACE

SECTION REFERENCE

ELEVATION REFERENCE

(SEE X-XXX)

SHEET REFERENCE

(SEE X/X-XXX)

DETAIL REFERENCE

B

CO

E

M

TRANS

E

FO

FSO

FVP

G

GM

G V

GVP

HH

IP

C

D

MW

PZ

STV

LS

S

SV

WW

CB

CB

D

WQ

T

T

CTV

FR

UD

MHV

WAV

WBV

W

WM

WV

W V

O S

W

WT

DP#

X

X-XXX

X

X-XXX

LEGEND:

BOUNDARY (PROJECT /CONSTRUCTION

LIMITS)

CHILLED WATER

CONDUIT, GENERIC

COUNTERPOISE AND GROUND RODS

DIAMOND

DUCT BANK

GAS

ELECTRIC, OVERHEAD

ELECTRIC, UNDERGROUND

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

CHAIN LINK FENCE

CHAIN LINK FENCE W/DBL CABLE BARRIER

ORNAMENTAL FENCE

GATE FENCE

FIBER OPTIC CABLE

FORCE MAIN

FUEL LINE

GRADE BREAK

GRADING LIMITS

GROUND

GUARDRAIL

HANDRAIL

HAUL or TRAFFIC ROUTE

PROPERTY LINE

RIGHT-OF-WAY

SANITARY SEWER

SHEETPILE

SENSOR CABLE

SIGNAL CABLE, UNDERGROUND

SILT FENCE

SEDIMENT LOG

STONE RETAINING WALL

STORM SEWER / CULVERT

SWALE

SWALE

TAPERED DASH

TELEPHONE, OVERHEAD

TELEPHONE, UNDERGROUND

TV CABLE

UNDERDRAIN

WATER

WETLAND BOUNDARY

VEGETATION

100YR (Q100) FLOOD LINE

CW

CON

G

OHE

E xxx(.xx) xxx(.xx) xxx(.xx) xxx(.xx) x x x x

FOC

FM

F

GB

o

ROW

SS

SEN

S

SSSSSSSSSSSSSSS

SD

OHT

T

TV

UD

W

WB

Q100

SYMBOLS LINES

E

E

E

E

E

E E

E

E

E

E

E

E xxx xxx xxx xxx x

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

IN ALL DISTURBED

AREAS SHAPE

TOPSOIL,

FERTILIZE, SEED

AND MULCH

H E

L M

A

D

E

E

E

E E

E

E

E

E

E

E

E

E E E E E E

E

E

E

E

E

E

E

E

E

B

B

B

B

B

B xxx xxx xxx xxx xxx xx xxx xxx xxx xxx

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

IN ALL DISTURBED

AREAS SHAPE

TOPSOIL,

FERTILIZE, SEED

AND MULCH

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

C-021

EROSION CONTROL

PLAN

X

T

E C

H C

A D

C

O

S I O

N

C

O N

T R

A

N S

D

W G

A

M

BACKFILL & COMPACT

TRENCH WITH

EXCAVATED SOIL

GEOTEXTILE FABRIC

WITH ALTERNATE

SUPPORT COMPONENTS

F

L

R

E

C

T

I

O

N

SUPPORT

NETTING

FLOW

FOLD

3" MAX.

SEAM

GEOTEXTILE FABRIC

REINFORCED WITH

SUPPORT NETTING

NYLON CORD

WOOD OR STEEL POSTS,

LENGTH 4'-0" MIN.

2'-0" MIN. DEPTH IN

GROUND

EXCESS

FABRIC

GEOTEXTILE

FABRIC

FLOW DIRECTION

TRENCH DETAIL

SILT FENCE DETAIL

SILT FENCE NOTES:

1. EXCAVATE A TRENCH A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH

AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.

2. GEOTEXTILE FABRIC SHALL BE REINFORCED WITH AN INDUSTRIAL POLYPROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF 3/4" OR

EQUAL. A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED.

3. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH A MINIMUM WEIGHT OF 1.28 LBS/LINEAR FOOT (WITHOUT ANCHOR). FIN

ANCHORS SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING

SHALL BE A MINIMUM SIZE OF 1 1/8 " X 1 1/8 " OAK OR HICKORY.

GENERAL EROSION CONTROL NOTES:

1. THE EXACT LOCATION AND EXTENT OF EROSION CONTROL IS TO BE DETERMINED IN THE FIELD AS APPROVED BY THE COR.

2. LIMIT VEGETATION REMOVALS TO IMMEDIATE WORK AREA AND MAINTAIN A VEGETATED BUFFER ON THE DOWNSTREAM SLOPE WHEREVER POSSIBLE.

3. TEMPORARY SEED SHALL BE PLACED ON DISTURBED AREAS AS DIRECTED BY THE COR.

4. EROSION MAT SHALL BE PLACED AS DESIGNATED ON PLANS AND IN ACCORDANCE WITH THE SPECIFICATIONS.

5. EROSION MAT STAPLES TO BE BIODEGRADABLE TYPE ONLY.

6. ALL EROSION CONTROL MATERIAL SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS AFTER A RAINFALL OF 0.5 INCH OR MORE.

7. ALL EROSION CONTROL MATERIAL SHALL REMAIN IN PLACE AND MAINTAINED UNTIL THE DISTURBED AREA IS STABILIZED BY PERMANENT BEST MANAGEMENT

PRACTICES.

8. THE CONTRACTOR IS RESPONSIBLE TO TAKE ALL NECESSARY PRECAUTIONS TO MINIMIZE IMPACT TO SURROUNDING WATERS AND INCLUDE PROCEDURES IN THE

EROSION CONTROL PLAN.

9. LANDSCAPED AREAS SHALL BE WATERED AND MAINTAINED BY THE CONTRACTOR UNTIL SEED REACHES FULL DENSITY AND A CONSISTENT

3" OF GROWTH THROUGHOUT. IF SEED DOES NOT REACH FULL DENSITY AND HEIGHT IN AN AREA, THE CONTRACTOR SHALL LOOSEN THE TOPSOIL, REAPPLY

SEED, FERTILIZER, STABILIZER, AND HYDRO-MULCH AND START THE PROCESS AGAIN AT NO COST TO THE GOVERNMENT.

10. SOIL EROSION PERMITS SHALL BE PURCHASED BY THE CONTRACTOR.

11. BASE HYDRANTS CAN BE USED TO WATER LANDSCAPED AREAS AS LONG AS THE CONTRACTOR SUPPLIES A BASE APPROVED BACKFLOW DEVICE AND METER.

CONSTRUCTION SEQUENCE:

1) INSTALL SILT FENCE AND TRACKING PAD (IF NEEDED)

2) INSTALL FENCE AND GATES

3) PREVENT TRACKING OF SEDIMENT THROUGH GOOD HOUSEKEEPING PRACTICES

4)INSTALL INTERMEDIARY EROSION CONTROL

5) RESTORE AREAS THAT ARE FINISHED GRADED

6) PLACE REMAINDER OF EROSION MAT / MULCH

7) MAINTAIN SILT FENCE AND OTHER EROSION CONTROL DEVICES

8) CLEAN OUT PIPES OF SEDIMENT AS REQUIRED

EROSION CONTROL AT CONTRACTOR GATEEROSION CONTROL AT MAIN GATE

GRAPHIC SCALES

E

E

E

E

E

E E

E

E

E

E

E

E xxx xxx xxx xxx x

H E

L M

A

D

E

E

E

E E

E

E

E

E

E

E

E

E E E E E E

E

E

E

E

E

E

E

E

E

B

B

B

B

B

B xxx xxx xxx xxx xxx xx xxx xxx xxx xxx

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

C-031

SIGN LOCATION

PLANS

X

T

E C

H C

A D

C

G

N

L

O C

A T

I O

N

P

L A

N S

D

W G

A

M

CONTRACTOR GATEMAIN GATE

GRAPHIC SCALES

SIGNING LEGEND

1 SECURITY NOTICE

2 SPEED LIMIT 5

3 WARNING DO NOT BACKUP

4 WRONG WAY STOP SEVERE TIRE DAMAGE

5 TOBACCO USE PROHIBITED

6 WARNING U.S. AIR FORCE INSTALLATION

7 DIM TO PARKING LIGHTS

SIGNING NOTES

1. SIGNS TO BE SALVAGED AND REINSTALLED: 1, 5, 7

2. SALVAGE AND PROTECT SIGNS AS REQUIRED BY THE PLANS.

STORE UNTIL READY FOR REINSTALLATION. REPLACEMENT OF

DAMAGES SIGNS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

3. ALL SIGNS TO BE ATTACHED TO FENCING WITH CORROSION

RESISTANT FASTENERS.

4. ALL NEW SIGNS SHALL BE DIAMOND GRADE REFLECTIVITY AND 63

MIL ALUMINUM.

5. PLACE SIGN 6 ALONG NEW PERIMETER FENCE AT A SPACING NOT

EXCEED 100'.

1 1

EXIT

DO NOT

BACKUP

18" X 12" SIGN

SLOW

SPEED LIMIT

18" X 12" SIGN

5 MPH

SEVERE

TIRE

DAMAGE

SEVERE

TIRE

DAMAGE

WRONG

WAY

STOP

18" X 12" SIGN

EXISTING/SALVAGE

TOBACCO USE PROHIBITED

EXCEPT IN DESIGNATED AREAS

15" X 12" SIGN

WARNING

U.S. AIR FORCE INSTALLATION

IT IS UNLAWFUL TO ENTER THIS AREA

WITHOUT PERMISSION OF THE

INSTALLATION COMMANDER

WHILE ON THIS INSTALLATION ALL

PERSONNEL AND PROPERTY UNDER

THEIR CONTROL ARE SUBJECT TO

SEARCH

SEC. 21, INTERNAL SECURITY ACT OF1950;

50 U.S.C. 797

NOTE: SIGNS 2, 3, & 4 SHALL BE RED LETTERING WITH A WHITE BACKGROUND.

BM3

BM2

BM48

BM40

BM43

BLDG

BLDG

BLDG

BLDG

TRANS

TRANS

TRANS

T R

A N

S

TRANS

TRANS

RAMP

H E

L M

A

D

BLDG

TRANSTRANS

OIL

BM4

E

E

E

E

E

E

E E E E E

E

E

E

E

E

TRANS

E

E

TRANS

T R

A N

S

B

B

B

B

B

B xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx x x x

E

E E

E

E

E E

E

E

E

E

E

E xxx xxx xxx xxx

H E

L M

A

D

E

E

E

E E

E

E

E

E

E

E

E

E E E E E E

E

E

E

E

E

E

E

E

E

B

B

B

B

B

B xxx xxx xxx xxx xxx xxx xxx xxx xxx

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

C-041

EXISTING UTILITIES &

REMOVALS PLAN

X

T

E C

H C

A D

C

X I S

T I N

G

U

T I L

I T

I E

M

O V

A L

S

P

L A

N D

W G

A

M

00 120 240

00 120 240

DICKMAN RD

MAIN GATE

CONTRACTOR GATE

TRACK

UTILITIES AND REMOVALS AT CONTRACTOR GATE

00 120 240

UTILITIES AND REMOVALS AT MAIN GATE

DICKMAN RD

DICKMAN RD

LEGEND

1. REMOVE CONCRETE SIDEWALK

2. REMOVE CONCRETE CURB AND GUTTER

3. REMOVE ASPHALT PAVEMENT

4. REMOVE CHAIN LINK FENCE

5. REMOVE CHAIN LINK GATE AND BASES

6. REMOVE ORNAMENTAL FENCE AND BASES

7. REMOVE ORNAMENTAL GATE AND BASES

8. REMOVE ORNAMENTAL MASONRY

9. REMOVE TIRE SHREDDER

10. REMOVE AND RESTORE LANDSCAPING

11. REMOVE GATE OPERATOR, FOUNDATION, AND EQUIPMENT

12. SALVAGE GATE OPERATOR, TRACK, AND EQUIPMENT

13. SALVAGE SIGNAGE

14. REMOVE CONCRETE PAVEMENT

NOTES

1. ELECTRICAL AND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL

INCLUSIVE. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS.

2. REMOVAL OF EXISTING FENCE, GATE, AND ELECTRICAL COMPONENTS SHALL

BE DONE IN A MANNER NOT TO DAMAGE THE SURROUNDING ENVIRONMENT.

MATERIALS AND COMPONENTS REMOVED SHALL BECOME PROPERTY OF THE

CONTRACTOR AND REMOVED OR DISPOSED OF OFF SITE.

3. PROVIDE A VERTICAL SAWCUT AT ALL ASPHALT AND CONCRETE REMOVAL

LIMITS.

4. COORDINATE WITH THE COR TO MAINTAIN A SECURE PERIMETER DURING

DEMOLITION.

5. AT BOTH GATES, PROTECT AND REUSE THE EXISTING CONDUIT PATHS TO THE

GUARDHOUSE FOR REUSE.

6. THE CONTRACTOR GATE OPERATORS, SENSORS AND CONTROLS SHALL BE

SALVAGED AND REUSED IN THE NEW WORK.

OPERATORS: HYSECURITY, SLIDEDRIVER 15, MODEL 222 SS ST.

A.VOLTAGE: 115/208/230 VOLTS AC

B. AMPS: 16.5/8.5/8.3 AMPS

C.SINGLE PHASE / 60 HZ

D.DRAWBAR PULL: 300 LB

E.MAXIMUM GATE WEIGHT: 1,500 LB

F. APP CLASS I, II, III AND IV USAGE.

GATE SENSORS: ENFORCER

7. THE EXISTING PERIMETER FENCE ALONG DICKMAN ROAD IS LOCATED

OUTSIDE OF A PREVIOUS FENCE INSTALLATION THAT WAS REMOVED.

CONCRETE BASES FROM THE FORMER FENCE ARE VISIBLE ALONG THE

LENGTH OF THE EXISTING FENCE. THE PROPOSED FENCE IS INTENDED NOT

TO CONFLICT WITH THE FORMER LOCATION, HOWEVER, THE EXACT LOCATION

OF REMAINING CONCRETE BASES IS UNKNOWN.

4 4

6 7 xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx

A

N

A

D

I

T

I

O

N

I

L

W

A

Y

D

IC

K M

A N

R D

N: 299706.72

E: 12883597.39

(10)

E

E

E

W A

W A xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx

D

IC

K M

A N

R D

N: 299707.12

E: 12884290.62

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-101

OVERALL FENCING

LAYOUT

X

T

E C

H C

A D

F

E

R A

N

C I N

G

L

A Y

O U

T D

W G

A

M

00 20 40

M A

T C

H L

I N

E

S

L

O W

LEGEND

1 HMA PAVEMENT

2 DIRECTIONAL TRAFFIC CONTROLLER

3 REMOVE EXISTING ROADWAY

4 6" CURB AND GUTTER

5 7' FE6 CHAIN LINK FENCE W/DBL CABLE BARRIER

6 CONCRETE SIDEWALK

7 BOLLARD

8 CONCRETE DEADMAN

9 SWING GATE

10 SWING GATE OPERATOR

11 SLIDING GATE

12 SLIDING GATE OPERATOR

13 ORNAMENTAL FENCE W/DBL CABLE BARRIER

14 LINE POST & BASE

M A

T C

H L

I N

E

S

M A

T C

H L

I N

E

S

O

V E

LEGEND

1 HMA PAVEMENT

2 DIRECTIONAL TRAFFIC CONTROLLER

3 REMOVE EXISTING ROADWAY

4 6" CURB AND GUTTER

5 7' FE6 CHAIN LINK FENCE W/DBL CABLE BARRIER

6 CONCRETE SIDEWALK

7 BOLLARD

8 CONCRETE DEADMAN

9 SWING GATE

10 SWING GATE OPERATOR

11 SLIDING GATE

12 SLIDING GATE OPERATOR

13 ORNAMENTAL FENCE W/DBL CABLE BARRIER

14 LINE POST & BASE

00 20 40

NOTES

1. ELECTRICAL AND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL INCLUSIVE. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS.

2. ADJUSTMENTS TO THE CHAIN LINK FENCE LAYOUT MAY OCCUR TO AVOID CONFLICTS WITH EXISTING UTILITY INSTALLATIONS.

3. ADJUSTMENTS TO THE CABLE SYSTEM DEADMEN SHALL OCCUR TO AVOID IMPACTS TO EXISTING UTILITIES, THE TRACK, AND OTHER SITE FEATURES.

MAINTAIN A MINIMUM OF 3.5' CLEARANCE FROM THE CHAIN LINK FENCE TO THE TRACK.

4. INSTALLATION OF DEADMEN ADJACENT TO THE TRACK SHALL NOT UNDERMINE OR DAMAGE THE TRACK SURFACE. MAINTAIN THE MAXIMUM

CLEARANCE POSSIBLE BETWEEN THE TRACK AND DEADMAN CABLES AND TURNBUCKLES.

5. DO NOT OPERATE EQUIPMENT DIRECTLY ON THE SURFACE OF THE TRACK. IF EQUIPMENT MUST OPERATE ON THE TRACK, PROTECT THE TRACK WITH

RIGID MATERIALS THAT PREVENT DAMAGE TO THE TRACK. ANY DAMAGE TO THE TRACK SHALL BE REPAIRED BY THE CONTRACTOR WITH NO

ADDITIONAL COMPENSATION BY THE GOVERNMENT.

6. THE MOW STRIP SHALL BE PLACED ALONG THE CHAIN LINK FENCE AND THE ORNAMENTAL FENCE. THE MOW STRIP SHALL BE EXTENDED AROUND THE

DEADMEN AND BOLLARDS TO AVOID AREAS INACCESSIBLE TO MOWING EQUIPMENT.

7. CONNECT NEW FENCE INTO EXISTING CORNER, END OR PULL POST.

ADJUST FENCE AS REQUIRED

TO KEEP UTILITIES WITHIN

FENCE BOUNDARY

PROVIDE FENCE GROUNDING AT

CROSSING OF OVERHEAD ELECTRICAL

POWER LINES. REFER TO SPECIFICATION

323113.53 FOR ADDITIONAL INFORMATION.

E

E

E

E E

E E

E E

E E E

E E

E E

E E

E E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

B

B

B

B

B

B xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx 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 x x

DICKMAN RD

11 11

N:299708.90

E: 12885486.50

N:299700.23

E: 12885505.52

N:299700.36

E: 12885559.85

N: 299700.23

E: 12885614.23

CENTER POST

N:299708.94

E: 12885633.30 N:299708.79

E: 12885663.36

GATE CONTROL

LOCATION IN

GUARD HOUSE

E

E

E E

E

E

E

E

E E

E E

E E

E E

E E E

E

E E

E

E

E

E

E

E xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx

DICKMAN RD

S A

B R

E

S

T

P H

A N

T O

M

A

V E

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-102

OVERALL FENCING

LAYOUT

X

T

E C

H C

A D

F

E

R A

N

C I N

G

L

A Y

O U

T D

W G

A

M

SEE SHEET F-301

LEGEND

1 HMA PAVEMENT

2 DIRECTIONAL TRAFFIC CONTROLLER

3 REMOVE EXISTING ROADWAY

4 6" CURB AND GUTTER

5 7' FE6 CHAIN LINK FENCE W/DBL CABLE BARRIER

6 CONCRETE SIDEWALK

7 BOLLARD

8 CONCRETE DEADMAN

9 SWING GATE

10 SWING GATE OPERATOR

11 SLIDING GATE

12 SLIDING GATE OPERATOR

13 ORNAMENTAL FENCE W/DBL CABLE BARRIER

14 LINE POST & BASE

M A

T C

H L

I N

E

S

L

O W

M A

T C

H L

I N

E

S

00 20 40

M A

T C

H L

I N

E

LEGEND

1 HMA PAVEMENT

2 DIRECTIONAL TRAFFIC CONTROLLER

3 REMOVE EXISTING ROADWAY

4 6" CURB AND GUTTER

5 7' FE6 CHAIN LINK FENCE W/DBL CABLE BARRIER

6 CONCRETE SIDEWALK

7 BOLLARD

8 CONCRETE DEADMAN

9 SWING GATE

10 SWING GATE OPERATOR

11 SLIDING GATE

12 SLIDING GATE OPERATOR

13 ORNAMENTAL FENCE W/DBL CABLE BARRIER

14 LINE POST & BASE

M A

T C

H L

I N

E

S

M A

T C

H L

I N

E

S

O

V E

TREES HAVE BEEN

REMOVED

NOTES

1. ELECTRICAL AND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL INCLUSIVE. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS.

2. ADJUSTMENTS TO THE CHAIN LINK FENCE LAYOUT MAY OCCUR TO AVOID CONFLICTS WITH EXISTING UTILITY INSTALLATIONS.

3. ADJUSTMENTS TO THE CABLE SYSTEM DEADMEN SHALL OCCUR TO AVOID IMPACTS TO EXISTING UTILITIES, THE TRACK, AND OTHER SITE

FEATURES. MAINTAIN A MINIMUM OF 3.5' CLEARANCE FROM THE CHAIN LINK FENCE TO THE TRACK.

4. INSTALLATION OF DEADMEN ADJACENT TO THE TRACK SHALL NOT UNDERMINE OR DAMAGE THE TRACK SURFACE. MAINTAIN THE

MAXIMUM CLEARANCE POSSIBLE BETWEEN THE TRACK AND DEADMAN CABLES AND TURNBUCKLES.

5. DO NOT OPERATE EQUIPMENT DIRECTLY ON THE SURFACE OF THE TRACK. IF EQUIPMENT MUST OPERATE ON THE TRACK, PROTECT THE

TRACK WITH RIGID MATERIALS THAT PREVENT DAMAGE TO THE TRACK. ANY DAMAGE TO THE TRACK SHALL BE REPAIRED BY THE

CONTRACTOR WITH NO ADDITIONAL COMPENSATION BY THE GOVERNMENT.

6. THE MOW STRIP SHALL BE PLACED ALONG THE CHAIN LINK FENCE AND THE ORNAMENTAL FENCE. THE MOW STRIP SHALL BE EXTENDED

AROUND THE DEADMEN AND BOLLARDS TO AVOID AREAS INACCESSIBLE TO MOWING EQUIPMENT.

7. CONNECT NEW FENCE INTO EXISTING CORNER, END OR PULL POST.

NOTES

1. ELECTRICAL AND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL INCLUSIVE. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS.

2. SALVAGE AND REINSTALL TWO (2) EXISING GATE OPERATORS AND THE REQUIRED CONTROL SYSTEMS TO OPERATE EACH GATE

INDIVIDUALLY FROM THE NEARBY GUARDHOUSE. OPERATOR MODEL DATA IS FOUND ON SHEET C-041. REUSE THE CONTROL STATIONS

WITHIN THE GUARDHOUSE.

3. PROVIDE ALL ELECTRICAL AND CONTROL WIRING, JUNCTION BOXES AND CONDUIT NECESSARY FOR THE OPERATION OF THE SYSTEM.

4. DURING DEMOLITION, LOCATE AND PROTECT THE EXISTING CONDUIT FROM THE GUARDHOUSE. REUSE THE EXISTING CONDUIT TO THE

GUARDHOUSE FOR THE NEW INSTALLATION.

5. FOLLOW ORIGINAL GATE OPERATOR MANUFACTURER'S INSTALLATION GUIDANCE AS APPLICABLE TO WIRING AND FOUNDATION NEEDS.

LOCATE OPERATORS TO AVOID POTENTIAL FOR DAMAGE FROM TRAFFIC.

MAIN GATE

CONTRACTOR GATE

GATE CONTROLS

E

E

E

E

E

E

E

E

E

E

E

E

E

E x x x x x x x x xx x x x x x x x x x xx x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x

DICKMAN RD

TRACK

N:299696.18

E: 12885979.90 N:299692.90

E: 12886079.94

N:299691.88

E: 12886179.84

N:299693.37

E: 12886229.82 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 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 x x x x x x x x x

D

IC

K M

A N

R D

TRACK

N:299689.73

E: 12886584.83

N:299675.02

E: 12886676.16

N:299653.64

E: 12886793.36

N:299614.93

E: 12886834.65

(7)

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-103

OVERALL FENCING

LAYOUT

X

T

E C

H C

A D

F

E

R A

N

C I N

G

L

A Y

O U

T D

W G

A

M

LEGEND

1 HMA PAVEMENT

2 DIRECTIONAL TRAFFIC CONTROLLER

3 REMOVE EXISTING ROADWAY

4 6" CURB AND GUTTER

5 7' FE6 CHAIN LINK FENCE W/DBL CABLE BARRIER

6 CONCRETE SIDEWALK

7 BOLLARD

8 CONCRETE DEADMAN

9 SWING GATE

10 SWING GATE OPERATOR

11 SLIDING GATE

12 SLIDING GATE OPERATOR

13 ORNAMENTAL FENCE W/DBL CABLE BARRIER

14 LINE POST & BASE

M A

T C

H L

I N

E

S

L

O W

M A

T C

H L

I N

E

S

00 20 40

LEGEND

1 HMA PAVEMENT

2 DIRECTIONAL TRAFFIC CONTROLLER

3 REMOVE EXISTING ROADWAY

4 6" CURB AND GUTTER

5 7' FE6 CHAIN LINK FENCE W/DBL CABLE BARRIER

6 CONCRETE SIDEWALK

7 BOLLARD

8 CONCRETE DEADMAN

9 SWING GATE

10 SWING GATE OPERATOR

11 SLIDING GATE

12 SLIDING GATE OPERATOR

13 ORNAMENTAL FENCE W/DBL CABLE BARRIER

14 LINE POST & BASE

M A

T C

H L

I N

E

S

O

V E

00 20 40

NOTES

1. ELECTRICAL AND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL INCLUSIVE. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS.

2. ADJUSTMENTS TO THE CHAIN LINK FENCE LAYOUT MAY OCCUR TO AVOID CONFLICTS WITH EXISTING UTILITY INSTALLATIONS.

3. ADJUSTMENTS TO THE CABLE SYSTEM DEADMEN SHALL OCCUR TO AVOID IMPACTS TO EXISTING UTILITIES, THE TRACK, AND OTHER SITE FEATURES.

MAINTAIN A MINIMUM OF 3.5' CLEARANCE FROM THE CHAIN LINK FENCE TO THE TRACK.

4. INSTALLATION OF DEADMEN ADJACENT TO THE TRACK SHALL NOT UNDERMINE OR DAMAGE THE TRACK SURFACE. MAINTAIN THE MAXIMUM

CLEARANCE POSSIBLE BETWEEN THE TRACK AND DEADMAN CABLES AND TURNBUCKLES.

5. DO NOT OPERATE EQUIPMENT DIRECTLY ON THE SURFACE OF THE TRACK. IF EQUIPMENT MUST OPERATE ON THE TRACK, PROTECT THE TRACK WITH

RIGID MATERIALS THAT PREVENT DAMAGE TO THE TRACK. ANY DAMAGE TO THE TRACK SHALL BE REPAIRED BY THE CONTRACTOR WITH NO

ADDITIONAL COMPENSATION BY THE GOVERNMENT.

6. THE MOW STRIP SHALL BE PLACED ALONG THE CHAIN LINK FENCE AND THE ORNAMENTAL FENCE. THE MOW STRIP SHALL BE EXTENDED AROUND THE

DEADMEN AND BOLLARDS TO AVOID AREAS INACCESSIBLE TO MOWING EQUIPMENT.

7. CONNECT NEW FENCE INTO EXISTING CORNER, END OR PULL POST.

ADJUST POSITION OF THE

FENCE TO AVOID IMPACTS TO

THE TRACK

xxx xxx xxx xxx xxx xxx xxx xxx xxx

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

ORNAMENTAL FENCE AND GATES

CHAIN LINK FENCE

CHAIN LINK FENCE

N: 299707.62

E: 12884695.50

N: 299678.14

E: 12884733.39

N: 299678.14

E: 12884741.39

N: 299699.22

E: 12884743.91

N: 299699.23

E: 12884771.75

N: 299678.14

E: 12884757.16

N: 299678.14

E: 12884759.17

N: 299678.14

E: 12884774.65

N: 299664.58

E: 12884745.09

N: 299664.12

E: 12884770.90

N: 299698.66

E: 12884793.42

N: 299698.09

E: 12884820.99

N: 299678.14

E: 12884789.77

N: 299654.35

E: 12884792.06

N: 299653.83

E: 12884818.30

N: 299678.14

E: 12884821.96

N: 299678.14

E: 12884829.96

N: 299707.76

E: 12884867.75

N: 299678.14

E: 12884805.24

N: 299678.14

E: 12884807.24

A1

(10)

(10)

LOCATION OF ENTRANCE

GATE CONTROL - ON

EXTERIOR WALL

LOCATION OF EXIT

GATE CONTROL - ON

EXTERIOR WALL

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-301

DETAIL AT MAIN GATE

X

T

E C

H C

A D

F

T

A

M

A

T

E D

W G

A

M

00 10 20

DETAIL AT MAIN GATE

PER

MANUFACTURER

3'-0" PER PLAN3'-0"PER PLAN

MAINTAIN 6" MIN

REMOVE AND

PROVIDE 6" AS

NEEDED

CL

GATE

MATCH EXISTING

GRADE

SAWCUT AT REMOVAL

LIMITS

MATCH EXISTING

GRADE

SAWCUT AT REMOVAL

LIMITS

LEGEND

1 6" HMA (MDOT SPEC 501, MIX LVSP)

2 9" PCC PAVEMENT (MDOT SPEC 602)

3 DIRECTIONAL TRAFFIC CONTROLLER

4 GRADED CRUSHED AGGREGATE BASE COURSE

(MDOT SPEC 302) OR EXISTING BASE AGGREGATE

5 EXISTING ASPHALT PAVEMENT

6 EXISTING BASE AGGREGATE

PAVING SECTION A1

GATE CONTROL DETAIL

LOOP DETECTORS PER

OPERATOR SUPPLIER

LOOP DETECTORS

PER OPERATOR

SUPPLIER

12" STOP BAR

(WHITE)

4" LINE MARKINGS

(YELLOW)

LEGEND

1 HMA PAVEMENT

2 DIRECTIONAL TRAFFIC CONTROLLER

3 REMOVE EXISTING ROADWAY

4 6" CURB AND GUTTER

5 7' FE6 CHAIN LINK FENCE W/DBL CABLE BARRIER

6 CONCRETE SIDEWALK

7 BOLLARD

8 CONCRETE DEADMAN

9 SWING GATE

10 SWING GATE OPERATOR

11 SLIDING GATE

12 SLIDING GATE OPERATOR

13 ORNAMENTAL FENCE W/DBL CABLE BARRIER

14 LINE POST & BASE

45°

45°

NOTES

1. ELECTRICAL AND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL INCLUSIVE. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS.

2. PROVIDE FOUR (4) NEW SWING GATE OPERATIONS AND THE REQUIRED CONTROL SYSTEMS TO OPERATE EACH GATE INDIVIDUALLY FROM THE

NEARBY GUARDHOUSE. PROVIDE OPERATORS THAT WORK WITH THE EXISTING ELECTRICAL SUPPLY. REUSE THE CONTROL STATIONS WITHIN

THE GUARDHOUSE.

3. PROVIDE ALL ELECTRICAL AND CONTROL WIRING, JUNCTION BOXES AND CONDUIT NECESSARY FOR THE OPERATION OF THE SYSTEM.

4. DURING DEMOLITION, LOCATE AND PROTECT THE EXISTING CONDUIT FROM THE GUARDHOUSE. REUSE THE EXISTING CONDUIT TO THE

GUARDHOUSE FOR THE NEW INSTALLATION.

5. FOLLOW SWING GATE OPERATOR SUPPLIER'S INSTALLATION GUIDANCE AS APPLICABLE TO LOOP DETECTOR PLACEMENT, WIRING AND

FOUNDATION NEEDS. PROVIDE A CONCRETE FOUNDATION FOR THE SWING GATE OPERATOR. LOCATE OPERATORS TO AVOID POTENTIAL FOR

DAMAGE FROM TRAFFIC.

PLACE HMA IN TWO

LIFTS, 3" LOWER

AND 2" UPPER LIFT

ENTRANCE CONTROL

EXIT CONTROL

WELDED WIRE FABRIC -

6X6-W2.0X2.0

TIE CONCRETE TO CURB

AND GUTTER WITH EPOXY

COATED #4X2' TIE BARS

SPACED AT 2' O-C

MATCH PAVEMENT

MARKING TO EXISTING

TYPICAL FENCE AND CORNER PANEL ELEVATION TYPICAL FENCE AND BRACED PANEL ELEVATION

X X X X X X X X

X X X X X X X X

X X X X X X X X

TYPICAL 3 STRAND BARBED WIRE AND SINGLE EXTENSION ARM CONFIGURATION

CORNER OR END POSTS

LINE POST DETAILS

SINGLE EXTENSION ARM DETAILS

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-501

CHAIN LINK FENCE &

DETAILS

X

T

E C

H C

A D

F

N

C I N

G

D

E T

A I L

S D

W G

A

GROUNDING DETAIL

CONC FILLED BOLLARD ~ FOOTINGB3

LINE POST

DECORATIVE STONE

(3" DEEP)

GRADE

GRADED CRUSHED AGGREGATE

BASE COURSE (4" DEEP)

CONCRETE BASE

PLACE WEED GROWTH

PREVENTION FABRIC THROUGHOUT

ENTIRE EXCAVATED AREA.

CONCRETE BASE

x x x x x x x x x x x

NOTE: DETAIL IS INTENDED TO BE

SCHEMATIC AND DOES NOT PROVIDE

GUIDANCE ON FENCE OR BOLLARD

LAYOUT. SEE OTHER DETAILS.

MOW STRIP

PROTECTED SIDE

ATTACK SIDE

LINE POST

x x x

6"

MIN

6"

MIN

BOLLARDS

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-502

BARBED WIRE

ARRANGEMENT &

BOLLARD DETAILS

X

T

E C

H C

A D

F

N

C I N

G

D

E T

A I L

S D

W G

A

M

GRAPHIC SCALES

CHAIN LINK FENCING NOTES

MOW STRIP DETAIL - ELEVATION VIEW MOW STRIP DETAIL - PLAN VIEWC1

DIRECTIONAL TRAFFIC CONTROLLER

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-503

CHAIN LINK &

ORNAMENTAL

CANTILEVERED GATE

DETAILS

X

T

E C

H C

A D

F

N

C I N

G

D

E T

A I L

S D

W G

A

M

TYPICAL CANTILEVERED SLIDING GATE ELEVATION- (3) BAYS REQUIRED

xx xxxxxxxxx x x x x x

A4

SECTION (TYP)

GATE PLAN

A1

NOTE: MIRROR FOR OPPOSING GATE.

A1A4

C1

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 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 X X X

C4 C1C4

TYPICAL PLAN OF END POST DEADMAN AND LINE POST LAYOUT

TYPICAL ELEVATION OF END POST DEADMAN AND LINE POST LAYOUT

C1

A1

A1

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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

SAH

DMS

JAK

P R

O J E

M

B M

V

L L O

R

P O

R T

M I C

H I G

T

I O

N A

L

G

U A

R D

R E

P A

R

I M

E T

N

C E

3141900-192524.01

MARCH 31, 2020

B A

T T

E

E K

M

I C

H I G

MBMV152269

PROJECT NO.:

3/31/2020 TYPE B3 FINAL

F-504

TYPICAL CABLE

REINFORCED CHAIN

LINK

X

T

E C

H C

A D

F

N

C I N

G

D

E T

A I L

S D

W G

A

M GRAPHIC SCALES

REINFORCING NOTES

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 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 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 x x x x x x x x x x x x x x x x x x x x x x

C2 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 x x x x x x

TYPICAL PLAN OF DEADMAN AND LINE POST LAYOUT

TYPICAL ELEVATION OF DEADMAN AND LINE POST LAYOUT

TYPICAL PLAN OF TURNING POINT POST LAYOUT

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 x x

TYPICAL PLAN OF TURNING POINT POST LAYOUT

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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 x

C1

A1

C4

C2 C1

A1 A4

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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…