ATTACHMENT 3-Truax F35 B406 XGFG182008 Plans Dated 31 July 2020.pdf

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STATE MAP:

STATE OF WISCONSIN

CITY OF MADISON,

DANE COUNTY

VICINITY MAP:

PROJECT LOCATION

TRUAX BASE MAP:

SOUTH RAMP

TAXIW

AY "D"

T A

X

IW

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B

TAXIWAY "F" MILLER ST.

MITCHELL ST.

PIERSTORFF ST.

MAIN GATE/

ENTRY

T A

X

IW

A Y

G

BASE CIVIL

ENGINEERING

OFFICE (B1210)

PROJECT SITE

(B406)

CONSTRUCTION

HAUL ROUTE

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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.

Mead & Hunt, Inc.

2440 Deming Way

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

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ANG NO.: XGFG182008

F-35: ALTER BUILDING 406

MADISON, WI

TRUAX FIELD ANGB

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G-001

COVER SHEET

XGFG182008ANG NO.:

3141300-190289.01

MAB

SZK

July 31, 2020

PJC

P-901 DRAIN AND VENT ISOMETRICS

P-931 SUPPLY ISOMETRIC

MECHANICAL

M-001 NOTES, SYMBOLS AND ABBREVIATIONS

MD101 FIRST FLOOR HVAC DEMOLITION PLAN

MD102 FIRST FLOOR HVAC DEMOLITION PLAN

M-101 FIRST FLOOR HVAC PLAN

M-102 UPPER BAY HVAC PLAN

M-131 FIRST FLOOR PIPING PLAN

M-401 ENLARGED PLANS AND SECTIONS

M-501 HVAC DETAILS

M-511 PIPING DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-611 PIPING SCHEDULES

M-612 PIPING SCHEDULES

M-701 MECHANICAL SCHEMATICS

M-801 CONTROL SCHEMATICS

M-802 CONTROL SCHEMATICS

M-803 CONTROL SCHEMATICS

M-804 CONTROL SCHEMATICS

ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

ED101 FIRST FLOOR DEMOLITION PLAN - POWER

ED121 FIRST FLOOR DEMOLITION PLAN - LIGHTING

ED701 ONE-LINE DEMOLITION DIAGRAM

E-101 FIRST FLOOR PLAN - POWER

E-121 FIRST FLOOR PLAN - LIGHTING

E-131 ROOF PLAN - LIGHTNING PROTECTION

E-401 ENLARGED PLANS

E-501 DETAILS

E-502 DETAILS

E-601 SCHEDULES

E-602 SCHEDULES

E-603 SCHEDULES

E-701 ONE-LINE DIAGRAM

TECHNOLOGY SYSTEMS

T-001 NOTES, SYMBOLS & ABBREVIATIONS

TD101 FIRST FLOOR TECHNOLOGY SYSTEMS DEMOLITION PLAN

T-101 FIRST FLOOR COMMUNICATIONS PLAN

T-121 FIRST FLOOR SECURITY PLAN

T-141 FIRST FLOOR AUDIO VISUAL PLAN

T-401 ENLARGED PLANS, ELEVATIONS & SECTIONS

T-402 ENLARGED PLANS, ELEVATIONS & SECTIONS

T-501 DETAILS

S-552 FRAMING DETAILS

S-553 FRAMING DETAILS

ARCHITECTURAL

A-001 NOTES & SYMBOLS

A-002 INTERIOR PARTITION TYPES AND DETAILS

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 UPPER HANGAR BAY DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-102 ROOF PLAN

A-121 FIRST FLOOR CEILING PLAN

A-131 HANGAR MARKING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-402 DETAILS

A-501 DETAILS

A-502 CEILING DETAILS

A-601 ROOM FINISH SCHEDULE, DOOR AND HARDWARE

SCHEDULE, WINDOW ELEVATIONS

A-801 FIRST FLOOR SIGNAGE PLAN

A-901 FIRST FLOOR FURNITURE PLAN FOR REFERENCE ONLY

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND AND SYMBOLS

F-101 SPRINKLER HAZARD CLASSIFICATION PLAN

F-102 FIRE PROTECTION PLAN

F-103 HI-EX FOAM SYSTEM PLAN

F-104 FIRE ALARM PLAN

F-301 HANGAR BAY SECTION VIEWS

F-401 ENLARGED FOAM ROOM PLAN

F-501 FIRE PROTECTION DETAILS

F-503 HEF DETAILS SHEET

F-505 FIRE ALARM DETAILS

F-601 FIRE PROTECTION RISER DIAGRAM

F-602 RSFACU FUNCTIONAL MATRIX

F-603 RSFACU SYSTEM RISER DIAGRAM

F-604 FIRE ALARM FUNCTIONAL MATRIX

F-605 FIRE ALARM SYSTEM RISER DIAGRAM

PLUMBING

P-001 NOTES, SYMBOLS AND ABBREVIATIONS

PD100 UNDERGROUND DRAIN AND VENT DEMOLITION PLAN

PD101 FIRST FLOOR DRAIN AND VENT DEMOLITION PLAN

PD131 ABOVE GROUND SUPPLY PIPING DEMOLITION PLAN

PD401 ENLARGED DEMOLITION PLAN

P-100 UNDERGROUND DRAIN AND VENT PLAN

P-101 ABOVE GROUND DRAIN AND VENT PLAN

P-131 FIRST FLOOR SUPPLY PLAN

P-401 ENLARGED PLANS

P-501 DETAILS

P-601 FIXTURE SCHEDULES

C-505 Unnamed

GENERAL

G-001 COVER SHEET

G-101 CODE ANALYSIS PLAN

CIVIL

C-021 EXISTING SITE PLAN

C-041 SITE DEMOLITION PLAN

C-101 SITE IMPROVEMENTS PLAN

C-102 CONCRETE JOINTING PLAN

C-121 SITE GRADING AND EROSION CONTROL PLAN

C-141 SITE UTILITIES PLAN

C-151 CODE COMPLIANCE SITE PLAN

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

C-504 DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES

S-005 SPECIAL INSPECTIONS SCHEDULES AND NOTES

S-010 STRUCTURAL LOADING PLAN

SD111 FLATWORK DEMOLITION PLAN

S-101 FOUNDATION PLAN

S-111 FIRST FLOOR FLATWORK PLAN

S-131 STRUCTURAL FLOOR PLAN

S-151 LOW ROOF FRAMING PLAN

S-152 HANGAR TRUSS BOTTOM CHORD FRAMING PLAN

S-221 WALL ELEVATIONS

S-241 FRAMING ELEVATIONS

S-242 FRAMING ELEVATIONS

S-501 FOUNDATION DETAILS

S-511 FLATWORK DETAILS

S-521 WALL DETAILS

S-522 WALL DETAILS

S-551 FRAMING DETAILS

SHEET INDEXBID OPTIONS

BID OPTION #1 - FIRE PROTECTION WATER TANK STORAGE

BID OPTION #2 - PERIMETER TRENCH INFILL & SLAB

07/31/20 TYPE B3 FINAL

F.E. F.E.F.E.

F .E

F .E

CODE PLAN LEGEND:

OCCUPANT LOAD

(OR MAX. CAPACITY)6

XX"

XX"

OCCUPANT LOAD FACTOR

REQ'D WIDTH

PROVIDED WIDTH

EXIT DISCHARGE

1 HR RATED WALL

F.E. FIRE EXTINGUISHER -

WALL MOUNTED

F.E.C. FIRE

EXTINGUISHER -

CABINET

AREA EXIT

EXIT PATHWAYS

2 HR RATED WALL

A

B

C

D

E

F

G

DP

R0 R2 R4 R6 R8 10 L8 L6 L4 L2 L0 LDP

WELDING

EGRESS

WORKSHOP

141EGRESS

SUPERVISOR

VESTIBULE

STRUCTURES

WORKSHOP

COMM

ELECTRIC

STRUCTURES

SUPERVISOR

METALS

TECH

SUPERVISOR

METALS/

STRUCTURES

WORK

ROOM

CORRIDOR

W&T

SUPERVISOR

MECHANICAL

WHEEL

& TIRE

WORKSHOP

FIRST

SERGEANT

RECEPTION/

OPEN

OFFICE

SQUADRON

COMMANDER

TRAINING

ROOM

BREAK

ROOM

CORRIDOR

STORAGE

CHIEFS'

OFFICE

EMF

LEAD

CMF

LEAD

CHIEFS'

OFFICE

JANITOR

MOTHER'S

ROOM

MECHANICAL

LOBBY

STORAGE

STORAGE

WOMEN'S

WOMEN'S

LOCKER

CORRIDOR

DEPUTY

COMMANDER

COMPOSITE

MAINTENANCE

HANGAR

BAY

VEST.

HALLWAY

HEF

ROOM

METAL

TECH

WORKSHOP

EGRESS

STORAGE

MEN'S

LOCKER

MEN'S

144'

133'

120'

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

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.

Mead & Hunt, Inc.

2440 Deming Way

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

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CODE ANALYSIS

PLAN

XGFG182008ANG NO.:

3141300-190289.01

MAB

SZK

July 31, 2020

PJC

PLAN

NORTH

TRUE

NORTH

1/16" = 1'-0"1

CODE PLANS

ASHRAE Standard 90.1: Energy Standard for Buildings Except Low-Rise Residential Buildings - 2010

ASHRAE Standard 62.1: Ventilation for Acceptable Indoor Air Quality - 2010

ASHRAE Standard 55: Thermal Environmental Conditions for Human Occupancy - 2010

Mechanical/HVAC:

NFPA 170: Standard for Fire Safety and Emergency Symbols - 2016

NFPA 101: Life Safety Code - 2018

NFPA 90A: Standard for the Installation of Air Conditioning and Ventilating Systems - 2018

NFPA 75: Standard for Fire Protection of Information Technology Equipment - 2016

NFPA 72: National Fire Alarm Code and Signaling Code - 2019 NFPA 70: National Electrical Code - 2020

NFPA 24: Standard for the Installation of Private Service Mains and Their Appurtenances

- 2019

NFPA 13: Standard for the Installation of Sprinkler Systems - 2019

NFPA 1: Fire Code - 2018

Fire/Life Safety Code:

IBC, Chapter 34 and the International Existing Building Code (IEBC)

IBC v2018 as modified by Chapters 2 and 3 of UFC 1-200-01 in which certain sections of the IBC shall be superseded by UFC 3-600-01 and referenced public code NFPA 101

Public Codes:

JSF Facilities Requirement Document (FRD) - Rev. Q

● Applicable current ANG-ETL's as listed in ANG-ETL 15-01

ANG-ETL 15-01, Air National Guard Design Policy - May 1, 2015

Air National Guard Engineering Technical Letters (ANG-ETL) Air National Guard Design Requirements:

Accessibility: Architectural Barriers Act (ABA) Standards (2015)

Energy Conservation: Public Law 1095-58; Energy Policy Act (EPAct of 2005),

- August 8, 2005

Public Law:

UFC 4-021-01: Design and O&M: Mass Notification Systems - Change 1, January 2010

UFC 4-010-01: DoD Minimum Antiterrorism Standards for Buildings - December 12, 2018

UFC 3-600-01: Fire Protection Engineering for Facilities - Change 4, February 7, 2020

UFC 3-580-01: Telecommunications Building Cabling Systems Planning and Design

- June 1, 2016

UFC 3-560-01: Electrical Safety, O&M - Change 1, February 21, 2019

UFC 3-550-01: Exterior Electrical Power Distribution - Change 2, November 1, 2019

UFC 3-530-01: Interior and Exterior Lighting Systems and Controls

- Change 3, June 1, 2016

UFC 3-520-01: Interior Electrical Systems - Change 1, March 20, 2019

UFC 3-501-01: Electrical Engineering - October 6, 2015

UFC 3-430-01FA: Heating and Cooling Distribution Systems - July 25, 2003

UFC 3-420-01: Plumbing Systems - Change 10, November 1, 2019 UFC 3-410-01: Heating, Ventilating, and Air Conditioning - Change 4, November 1, 2017

UFC 3-401-01: Mechanical Engineering - Change 1, October, 2015

UFC 3-301-01: Structural Engineering - October 1, 2019

UFC 3-240-01: WasteWater Collection - Change 2, January 1, 2019

UFC 3-230-01: Water Storage, Distribution, and Transmission

- Change 1, October 1, 2018

UFC 3-220-01: Geotechnical Engineering - November 1, 2012

UFC 3-210-10: Low Impact Development - Change 1, February 1, 2016

UFC 3-201-02: Landscape Architecture - Change 2, March 19, 2019

UFC 3-201-01: Civil Engineering - June 1, 2013

UFC 3-120-10: Interior Design - May 16, 2018 UFC 3-110-03: Roofing - Change 3, March 6, 2019

UFC 3-101-01: Architecture - Change 5, September 25, 2019

UFC 1-200-02: High Performance and Sustainable Building Requirements

- Change 4, October 1, 2019

UFC 1-200-01: General Building Requirements - October 8, 2019

Core Uniform Facility Criteria (UFC)

Department of Defense (DoD) Design Requirements:

Applicable Design Criteria and Codes:

Madison, Wisconsin

Truax Field ANGB

ANGB-Alter Building 406 - Wisconsin Air National Guard Project Name and Location:

APPLICABLE CODES AND DESIGN CRITERIA

Group A Occupancies 250 feet with sprinkler Group F/S Occupancies 400 feet with sprinkler Group B Occupancies 300 feet with sprinkler

IBC Table 1017.2

Travel Distance to Exits:

Group A Occupancies 20/75 feet with sprinkler Group F/S Occupancies 100 feet with sprinkler Group B Occupancies 100 feet with sprinkler

IBC Table 1006.2.1

Common Path of Travel:

300 x .2 = 64 inches width required

Other egress = .2 inches per occupant

IBC Section 1005.3.2 Minimum Exterior Door is = 36"

Minimum clear width = 32"

IBC Table 1010.1.1

Means of Egress:

Group A Occupancies 20 feet with sprinkler Group F/S Occupancies 100 Feet with sprinkler Group B Occupancies 50 feet with sprinkler

NFPA 101

Dead-end Corridor Distance:

Clear width of any corridor or passageway Not less than 44-inches minimum

Group S/B Occupancies 0 feet with sprinkler NFPA 101 Section 12.2.3.8

Corridors:

Floor Classification: Class II (Minimum)

IBC Table 804.4.1 Rooms and Enclosed Spaces: Class C (Minimum)

Corridors: Group B, Class C (Minimum) Group A3, B (Minimum) Exit Enclosures & Passageways: Class B (Minimum)

IBC Table 803.9

Interior Wall and Ceiling Finishes:

X ≥ 30 ft 0 hr

Group A-3, Type IIB Construction Exterior Nonbearing Walls and Partitions where "x" is distance from fire separation

IBC Table 602 Fire-Resistance Rating Requirements for Exterior Walls Based on Fire Separation...

Roof Construction 0 hr Floor Construction 0 hr Interior 0 hr Nonbearing walls and Partitions

Exterior 0 hr Nonbearing walls and Partitions

Interior 0 hr Exterior 0 hr Bearing Walls

Primary structural frame 0 hr

Group A3, Type IIB Construction

IBC Table 601 Fire-Resistance Rating Requirements for Building Elements (Hours)

Actual Gross Building Area = 37,990 SF

Group A-3 / IIB = 38,000 s.f.

IBC Table 506.2:

Building Area:

Actual Stories = 1

Group A-3 / IIB = 2 Stories

IBC Table 504.4:

Allowable Number of Stories Above Grade Plane

504.1 Exception: The building height of one-story aircraft hangars shall not be limited where th...

Actual Building Height = 46 feet 5 inches

Group S & B / IIB = 75 Feet High, Sprinklered

IBC Table 504.3:

Allowable Building Height

Sprinklered: Yes

Type IIB, Non-Combustible, Unprotected

IBC Table 601

Construction Type:

NFPA 101 (Chapter 42): Assembly Group A3 (Training) Non-separated Mixed Use

NFPA 101 (Chapter 40): Storage Group S-1 (Industrial)

NFPA 101 (Chapter 40): Storage Group F-1 (Moderate-Hazard Factor Industrial Hazard)

NFPA 101 (Chapter 38): Business Group B (Offices / Training)

Building Occupancy Classifications:

Madison, Wisconsin

Truax Field ANGB

ANGB-F-35: Alter Building 406 - Wisconsin Air National Guard Project Name and Location:

FIRE PROTECTION AND LIFE SAFETY CODE ANALYSIS

TOTAL: 242

143 EGRESS STORAGE 525 STORAGE 500 2 GROUP S: STORAGE BUSINESS

142 EGRESS SUPERVISOR 112 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

141 EGRESS WORKSHOP 649 INDUSTRIAL 100 7 GROUP I: INDUSTRIAL INDUSTRIAL

140 CORRIDOR 156 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

139 WELDING 497 INDUSTRIAL 100 5 GROUP I: INDUSTRIAL INDUSTRIAL

138 METAL TECH WORKSHOP 1,519 INDUSTRIAL 100 16 GROUP I: INDUSTRIAL INDUSTRIAL

137 STRUCTURES WORKSHOP

2,307

INDUSTRIAL

100 24 GROUP I: INDUSTRIAL

INDUSTRIAL

METALS/ STRUCTURES

WORK ROOM

373 INDUSTRIAL 100 4 GROUP I: INDUSTRIAL INDUSTRIAL

METALS TECH

SUPERVISOR

126 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

134 ELECTRIC 121 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

133 STRUCTURES SUPERVISOR

127 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

132 COMM 120 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

131 HALL 107 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

130 CORRIDOR 156 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

129 W&T SUPERVISOR 117 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

WHEEL & TIRE

WORKSHOP

653 INDUSTRIAL 100 7 GROUP I: INDUSTRIAL INDUSTRIAL

127 MECHANICAL 248 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

126 HEF ROOM 1,265 STORAGE 500 3 ACCESSORY STORAGE INCIDENTAL STORAGE

125 TRAINING ROOM 647 ASSEMBLY 15 44 GROUP A: ASSEMBLY ASSEMBLY

124 BREAK ROOM 565 ASSEMBLY 15 38 GROUP A: ASSEMBLY ASSEMBLY

123 CORRIDOR 228 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

122 DEPUTY COMMANDER 166 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

121 FIRST SERGEANT 164 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

SQUADRON

COMMANDER

188 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

119 RECEPTION/ OPEN OFFICE

569 BUSINESS 150 4 GROUP B: BUSINESS BUSINESS

118 CHIEFS' OFFICE 142 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

117 EF LEAD 122 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

116 CHIEFS' OFFICE 143 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

115 CMF LEAD 123 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

114 STORAGE 53 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

113 HALLWAY 270 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

112 MEN'S LOCKER ROOM 493 BUSINESS 150 4 GROUP B: BUSINESS INCIDENTAL STORAGE

111 MEN'S TOILET 306 BUSINESS 150 3 GROUP B: BUSINESS BUSINESS

110 CORRIDOR 155 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

109 JANITOR 46 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

108 MOTHER'S ROOM 58 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

107 WOMEN'S LOCKER ROOM

143 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

106 WOMEN'S TOILET 222 BUSINESS 150 2 GROUP B: BUSINESS BUSINESS

105 MECHANICAL 264 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

104 STORAGE 98 STORAGE 500 1 GROUP B: BUSINESS BUSINESS

103 STORAGE 101 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

102 STORAGE 440 STORAGE 500 1 ACCESSORY STORAGE INCIDENTAL STORAGE

101 VEST. 43 BUSINESS 150 1 GROUP B: BUSINESS BUSINESS

COMPOSITE

MAINTENANCE HANGAR

BAY

20,971 HANGAR 500 42

GROUP F-1: MODERATE

HAZARD FACTORY

INDUSTRIAL

INDUSTRIAL

ROOM

NO.

ROOM

NAME

AREA

(ft2)

NFPA 101 USE

PER TABLE 7.3.1.2

OCCUPANT LOAD

FACTOR (SQM

PER PERSON)

# OF

OCCUPANTS

IBC OCCUPANCY

CLASSIFICATION

NFPA 101 OCCUPANCY

CLASSIFICATION

B406 CALCULATED OCCUPANT LOAD

W V

POST

B B

GM

CP13

W V

W V

CO

B

GND

GM

TRANS

B

C B

SQUARE INLET

RIM = 857.49

6" VCP SW=852.99

6" VCP SE=852.99

8" RCP NW=852.44

12" RCP SE=852.44

S

MH SAN

RIM = 857.79

D

D

856.97CONTROL PTN: 504541.49E: 834645.73

S

MH SAN

RIM = 858.41 B

B B

S

MH SAN

RIM = 858.26

S

MH SAN

RIM = 857.94

S

MH SAN

RIM = 857.78

S

MH SAN

RIM = 857.80

D

MH STORM

RIM = 857.77

DS

DS

DS

857.04CONTROL PTN: 504374.97E: 834817.27

CB

INLET ROUND

RIM = 857.18G V

CB

INLET ROUND

RIM = 856.71

DS

D

MH SAN

RIM = 858.01

D

MH SAN

RIM = 857.69

ESP

TRANS

B

B

ESP

W V

DS

W V

CB

INLET ROUND

RIM = 856.24

D

MH LOCKED

RIM = 858.36

S

MH SAN

RIM = 857.86

D

MH STORM

RIM = 858.08

BBBB

B

B

B

DS

DS

CP103

18" SS

B406 OPERATIONS

FFE=858.8

S

MHSRIM = 857.86

CO

BBBBBBBBBBBBB

B

C B

SQUARE INLET

RIM = 857.34

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING ASPHALT

EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK

ABANDONED 12" STORM DRAIN

ELECTRICAL UNITSEXISTING

TURF

EXISTING ASPHALT

EXISTING ASPHALTEXISTING ASPHALT

SHEET CONTENTS

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SHEET NO.

NOT FOR CONSTRUCTION

3141300-190289.01

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

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NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

00 10 20 C-021

EXISTING SITE PLAN

EXISTING LEGEND:

BENCHMARK

BOLLARD

CONTROL POINT

CLEANOUT, SANITARY OR STORM

DOWNSPOUT

ELECTRICAL / COMMUNICATIONS PEDESTAL

ELECTRICAL TRANSFORMER BOX

ELECTRICAL SERVICE PANEL

ELECTRICAL HANDHOLE/PULLBOX

FIRE HYDRANT

GAS METER

GUY WIRE

INLET, CURB

INLET, ROUND

INLET, SQUARE

LIGHT POLE (SINGLE)

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELECOMMUNICATIONS

POWER POLE

SIGN (SINGLE POST)

SOIL BORING

TREE, DECIDUOUS

TREE, CONIFEROUS

WATER VALVE

GAS

ELECTRIC, UNDERGROUND

EXISTING CONTOUR LINES

FENCE

FIBER OPTIC CABLE

SANITARY SEWER

STORM SEWER / CULVERT

SWALE

TELEPHONE

TV CABLE

WATER

ABANDONED WATER

SITE LANDSCAPING ROCK

B

DS

TRANS

ESP

E

GM

CB

CB

E

S

D

C

W V xxx.x xxx.x

W\\A//

KSF

CAJ

KSD

SURVEY DATE(S)

COORDINATE SYSTEM

VERTICAL DATUM

CONTROL SOURCE

SURVEY UNITS

TRUE

NORTH

SITE SURVEY NOTES:

1. CONTOUR INTERVALS SHOWN ARE 0.5'.

2. CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING

UNDERGROUND UTILITIES WITHIN THE PROJECT SITE HAVE BEEN

LOCATED. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD

VERIFY AND LOCATE UTILITIES. LOCATIONS IN THE PLANS ARE

SHOWN FOR REFERENCE ONLY. UTILITY LOCATIONS SHOWN IN

PLANS HAVE BEEN DETERMINED BY UTILITIES LOCATED PRIOR TO

FIELD SURVEY, AS-BUILT, AND OTHER AVAILABLE RESOURCES.

3. SANITARY SEWER AND STORM SEWER LOCATIONS HAVE BEEN

DETERMINED BY OBSERVABLE SURFACE STRUCTURES AND

RESPECTIVE FEATURES. INTERMEDIATE PIPE LOCATIONS ARE

APPROXIMATE AS ACCURATE LOCATIONS WERE NOT AVAILABLE AT

TIME OF SURVEY.

4. CONTROL POINTS AND BENCHMARKS SHOWN HEREON ARE FOR

REFERENCE PURPOSES ONLY. PRIOR TO STAKING, THE CONTROL

MUST BE INDEPENDENTLY VERIFIED AS UNDISTURBED. NO

WARRANTY IS MADE WITH RESPECT TO THE ACCURACY OF CONTROL

SHOWN HEREON AS THEY ARE SUBJECT TO POTENTIAL

DISTURBANCE.

AutoCAD SHX Text

CO

AutoCAD SHX Text

SURVEY DATA:

AutoCAD SHX Text

JULY 29, 2019

AutoCAD SHX Text

DANE COUNTY

AutoCAD SHX Text

USGS NAVD 88

AutoCAD SHX Text

WISCORS

AutoCAD SHX Text

US SURVEY FOOT

EXISTING

CONCRETE

EXISTING TURF

EXISTING SIDEWALK

EXISTING SIDEWALK

EXISTING SIDEWALK

//SS//

//W//

6" VCP SW=852.99

6" VCP SE=852.99

8" RCP NW=852.44

12" RCP SE=852.44

S

MH SAN

RIM = 857.79

D

D

S

MH SAN

RIM = 858.41

S

MH SAN

RIM = 858.26

S

MH SAN

RIM = 857.94

S

MH SAN

RIM = 857.78

S

MH SAN

RIM = 857.80

D

MH STORM

RIM = 857.77

DS

DS

DS

CB

INLET ROUND

RIM = 857.18G V

CB

INLET ROUND

RIM = 856.71

DS

D

MH SAN

RIM = 858.01

D

MH SAN

RIM = 857.69

ESP

TRANS

ESP

W V

DS

W V

CB

INLET ROUND

RIM = 856.24

D

MH LOCKED

RIM = 858.36

S

MH SAN

RIM = 857.86

D

MH STORM

RIM = 858.08

BBBB

B

DS

DS

18" SS

B406 OPERATIONS

FFE=858.8

S

MHSRIM = 857.86

CO

BBBBBBBB

B

C B

SQUARE INLET

RIM = 857.34

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXX

REMOVE BOLLARDS

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX

XX

XX

XX

XX

XX

XX

X X

XX

XX

X X

XX

XX

X X

XX

XX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX XX

REMOVE GATE

REMOVALS TO INSTALL NEW

STOOPS

REMOVALS TO INSTALL NEW

STOOPS

REMOVALS TO INSTALL NEW

STOOPS AND RAMP

REMOVALS TO INSTALL NEW

STOOPS AND RAMPS

REMOVALS TO INSTALL NEW

STOOP

REMOVE EXISTING CONCRETE STEP

AND WALK

REMOVE EXISTING SANITARY

BACK TO MANHOLE

DEMOLITION EXISTING STRUCTURE.

LEAVE CONCRETE PAD

REMOVE ABANDONED 12" STORM DRAIN

(ADDITIVE BID OPTION)

REMOVE EXISTING WATER

XXXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

XX

XX

X X

XX

XX

XX

XX

XX

XX

X X

XX

XX

XX

XX

X X

XX

XX

XX

XX

X

REMOVE CURB

33.2'

119.5'

68.6'

277.1'

33.5'

4.6'

8.9'

8.5'

30.2'

81.1'

11.9'

77.6'

20.9' 87.4'

8.7'

4.6'

4.6'

4.7'

4.6'

8.9'

41.8'

4.7'

4.8'

61.4'

9.6'

5.2'

13.7'

14.2'

13.6'

12.5'

4.6'

6.0'

4.5'

8.0'

18.3'

20.2'

28.6'

46.8'

51.3'

21.7'

5.0'

11.4'

33.5'

XX

XX

XX

XXXXXXXXXXX

XXXXXXXX XX

XX

XXXXXXXXXXXXXX

21.3'

15.7'

REMOVALS TO INSTALL NEW

STOOP AND APRONS

REMOVE BOLLARDS

11.2'

24.7'

RELOCATE BOLLARD

REMOVE AND REPLACE CONCRETE

SIDEWALK, SAWCUT TO NEAREST JOINT

GM

GM

TRANS

EXISTING

ASPHALT

EXISTING

ASPHALT

XXXXXXXXX

EXISTING TURF

EXISTING

CONCRETE

PROJECT LIMIT

FOR BUILDING 406

EXISTING

ASPHALT

EXISTING

CONCRETE

EXISTING

ASPHALT

EXISTING SIDEWALK

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

NOT FOR CONSTRUCTION

3141300-190289.01

00 20 40 C-041

SITE DEMOLITION

PLAN

KSF

CAJ

KSD

TRUE

NORTH

PROPOSED LEGEND:

REMOVE GATE

REMOVE WATER

REMOVE SANITARY

REMOVE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

GENERAL REMOVAL

//FNC//

//W//

//SS//

XXXXXXXXXXXXXXXXXXX

FLOW DIRECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

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

0.2

2% 3:1

CLEANOUT, SANITARY OR STORM

SANITARY SEWER MANHOLE

STORM SEWER ROUND CATCHBASIN

STORM SEWER SQUARE CATCHBASIN

SANITARY SEWER VALVE

WATER VALVE

SANITARY SEWER

WATER

BOLLARD

HYDRANT

CONCRETE

ASPHALT

CO

S

CB

W V

SS

W

B

STORM SEWER / CULVERT

STORM FLARED END SECTION

STORM SEWER MANHOLED

SITE DEMOLITION PLAN

NOTES:

1. REMOVE CONCRETE TO THE NEAREST

EXISTING JOINT AS REQUIRED TO PERFORM

WORK.

2. SAWCUT PAVEMENTS PRIOR TO REMOVAL.

3. CONTRACTOR SHALL PROTECT PAVEMENT

SAWCUT EDGES FROM DAMAGE AND

UNDERMINING DURING CONSTRUCTION.

PAVEMENT EDGES SHALL BE VERTICAL PRIOR

TO PATCHING. SHALL PAVEMENT EDGES BE

DAMAGED OR UNDERMINED, IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO

REESTABLISH A VERTICAL EDGE PRIOR TO

PATCHING.

4. PHASE THE PAVEMENT REMOVALS SO THE

EAST AND WEST DRIVEWAYS ARE DONE AT

SEPARATE TIMES TO PROVIDE DRIVEWAY

ACCESSIBILITY TO THE AIRFIELD.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

M

AD

IS

O

N , W

I

TR

U

AX

F

IE

LD

A N

G B

F-

: A

LT

ER

B

U

IL

D

IN

G

NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

AutoCAD SHX Text

CB

SV

CO

S

MH SAN

RIM = -0.13

GM

CO

GND

GM

C B

SQUARE INLET

RIM = 857.49

S

MH SAN

RIM = 857.86

ESP

TRANS

ESP

B406 OPERATIONS

FFE=858.8

WELDING

EGRESS

WORKSHOP

EGRESS

SUPERVISOR

CORRIDOR

STRUCTURES

WORKSHOP

COMM

ELECTRIC

STRUCTURES

SUPERVISOR

METALS TECH

SUPERVISOR

HALL

METALS/

STRUCTURES

WORK ROOM13

C

O R

R

ID

O R

W&T

SUPERVISOR

MECHANICAL

WHEEL &

TIRE

WORKSHOP

FIRST

SERGEANT

RECEPTION/

OPEN OFFICE

SQUADRON

COMMANDER

TRAINING ROOM

BREAK ROOM

CORRIDOR

MEN'S

LOCKER

ROOM

MEN'S TOILET

STORAGE

CHIEFS'

OFFICE

EF LEAD

CMF

LEAD

CHIEFS'

OFFICE

JANITOR

MOTHER'S

ROOM

MECHANICAL

STORAGE

STORAGE

STORAGE

WOMEN'S

TOILET

WOMEN'S LOCKER

ROOM

CORRIDOR

DEPUTY

COMMANDER

COMPOSITE

MAINTENANCE

HANGAR BAY

VEST.

HALLWAY

HEF ROOM

EGRESS

STORAGE

METAL TECH

WORKSHOP

SA3

SA3

SA3

SA3

FC3

SA3SA3

FC3

SA3

SA3SA3

SA3

SA3

SA3

SA3

FC3

FC3

FC3

FC3

FC3

FC3FC3SA3

SA3

FC3FC3

FC3 MA8MA8

FC3

FC3

FC3FC3

FC3 FC3

FC3 MA8MA8

MA8

MA8

MA8

MA8MA8

MA8

MA8 MA8

MA8MA8

MA8

MA8

MA8MA8

MA8

MA8

MA8

MA8

FC3

23'-1" to structure

Approx. 24'-9" to structure

SV

SV

SV

CO CO

CO

B

B

B B

S

S

S

B

SV

B

B

B

S S S

S

B

B

B

W V

W V

CONCRETE

EXISTING

CONCRETE

RESTORATION AREA

TOPSOIL, SEED AND

MULCH

EXISTING TURF

EXISTING TURF

EXISTING TURF

EXISTING SIDEWALK

EXISTING SIDEWALK

EXISTING SIDEWALK

EXISTING

ASPHALT

EXISTING

ASPHALT

EXISTING

ASPHALT

EXISTING

ASPHALT

PROJECT LIMIT

FOR BUILDING 406

LIMESTONES

CURB, TYPICAL

CONCRETE

SIDEWALK

EXISTING

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

EXISTING

CONCRETE

9.5' RAMP 4.30%

SLOPE (SEE DETAIL 7 ON

SHEET C502)

5.0'

LANDING

31.4'

6.4'

LANDING

NEW SIDEWALK

13.5'

STOOP

20' RAMP

8%

MAXIMUM

SLOPE

(SEE DETAIL

6 ON SHEET

C502)

12'

STOOP

6'

STOOP

8'

STOOP

24.5'

STOOP

CONCRETE SIDEWALK

CONCRETE STOOPS, TYPICAL

(SEE SHEET S111 FOR STRUCTURAL DETAILS)

CONCRETE STOOPS, TYPICAL

(SEE SHEET S111 FOR

STRUCTURAL DETAILS)

CONCRETE STOOPS, TYPICAL

(SEE SHEET S111 FOR

STRUCTURAL DETAILS)

CONCRETE STOOPS, TYPICAL

(SEE SHEET S111 FOR STRUCTURAL DETAILS)

CONCRETE STOOPS, TYPICAL

(SEE SHEET S111 FOR STRUCTURAL DETAILS)

CONCRETE RETAINING WALL

(SEE SHEET S521 FOR

STRUCTURAL DETAILS)

CONCRETE APRON SLABS

(SEE SHEET S111 FOR

STRUCTURAL DETAILS)

7.5'

STOOP

4.5'

CONCRETE

APRON

SLAB

4.7'

CONCRETE

APRON

SLAB

13.8'

34.6'

10.1' 5.1'

4.1'

6.3'

8"

BOLLARDS

8"

BOLLARDS

BOLLARDS

CONCRETE PAD

10.5'

26.5'

CONCRETE STOOPS, TYPICAL

(SEE SHEET S111 FOR

STRUCTURAL DETAILS)

TRAFFIC LIGHTS

HANDRAILS

(SEE DETAIL 3 ON

SHEET A402

ARCHITECTURAL

DETAILS)

9.5' RAMP 4.70%

SLOPE (SEE DETAIL 2

ON SHEET C502)

HANDRAIL (SEE DETAIL 3 ON SHEET

A402 FOR ARCHITECTURAL DETAILS)

RELOCATED BOLLARD

INSTALL FIRE FOAM HOLDING TANK

BELOW GRADE, REMOVE AND REPAIR

PAVEMENT IN-KIND (SEE DETAIL 2 ON SHEET C501)

DROP CRASH ARM

(SEE SHEET C503

FOR DETAILS)

DROP CRASH ARM,

CONTROL PANEL

(AS EXTERIOR OPTION,

SEE ELECTRICAL)

PEDESTAL CARD

READER (SEE DETAIL

8 ON SHEET C503)

3.0'

3.0'

F.E.

F.E.

COMM

ELEC

TRANS

B

BB

B

RESTORATION AREA

RESTORATION AREA

RESTORATION AREA

PROPOSED HYDRANT

PROPOSED HYDRANT

PROPOSED HYDRANT

PROPOSED HYDRANT

BOLLARD

6' x 10' SAFETY

LOOP

6' x 10' SAFETY

LOOP

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

NOT FOR CONSTRUCTION

3141300-190289.01

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

M

AD

IS

O

N , W

I

TR

U

AX

F

IE

LD

A N

G B

F-

: A

LT

ER

B

U

IL

D

IN

G

NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

00 20 40 C-101

SITE IMPROVEMENTS

PLAN

KSF

CAJ

KSD

TRUE

NORTH

PROPOSED LEGEND:

REMOVE GATE

REMOVE WATER

REMOVE SANITARY

REMOVE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

GENERAL REMOVAL

//FNC//

//W//

//SS//

XXXXXXXXXXXXXXXXXXX

FLOW DIRECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

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

0.2

2% 3:1

CLEANOUT, SANITARY OR STORM

SANITARY SEWER MANHOLE

STORM SEWER ROUND CATCHBASIN

STORM SEWER SQUARE CATCHBASIN

SANITARY SEWER VALVE

WATER VALVE

SANITARY SEWER

WATER

BOLLARD

HYDRANT

CONCRETE

ASPHALT

CO

S

CB

W V

SS

W

B

STORM SEWER / CULVERT

STORM FLARED END SECTION

STORM SEWER MANHOLED

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

B406 OPERATIONS FFE=858.8

AutoCAD SHX Text

CB

EGRESS

WORKSHOP

EGRESS

SUPERVISOR

COMPOSITE

MAINTENANCE

HANGAR BAY

EGRESS

STORAGE

MA8

MA8

MA8

23'-1" to structure

SV

SV

SV

CO

S

S

S

SVS S S

CONCRETE

B

B

S

TRENCH DRAIN

EXISTING

ASPHALT

ASPHALT

ASPHALT

EXISTING

CONCRETE

60'

46'

ISOLATION FILLER

AROUND VALVE BOX

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

C C C C C

C

C

C

C

C

C C C C

C C C C

C C C C

C C C C

C C C C

E E E E EE

E E E E E E

E E E E

A

A

A

A

A

AA

A

A

A

A

A

EXISTING

ASPHALT

857.94

857.92

858.66 858.66

REINFORCEMENT IN

SLABS

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

NOT FOR CONSTRUCTION

3141300-190289.01

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

M

AD

IS

O

N , W

I

TR

U

AX

F

IE

LD

A N

G B

F-

: A

LT

ER

B

U

IL

D

IN

G

NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

00 5 10 C-102

CONCRETE JOINTING

PLAN

XXX

CAJ

KSD

TRUE

NORTH

X = DOWELED CONTRACTION JOINTS

= DOWELED CONSTRUCTION JOINTS

= EXPANSION JOINTS

C

E

JOINTING PLAN NOTES:

PROPOSED LEGEND:

REMOVE GATE

REMOVE WATER

REMOVE SANITARY

REMOVE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

GENERAL REMOVAL

//FNC//

//W//

//SS//

XXXXXXXXXXXXXXXXXXX

FLOW DIRECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

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

0.2

2% 3:1

CLEANOUT, SANITARY OR STORM

SANITARY SEWER MANHOLE

STORM SEWER ROUND CATCHBASIN

STORM SEWER SQUARE CATCHBASIN

SANITARY SEWER VALVE

WATER VALVE

SANITARY SEWER

WATER

BOLLARD

HYDRANT

CONCRETE

ASPHALT

CO

S

CB

W V

SS

W

B

STORM SEWER / CULVERT

STORM FLARED END SECTION

STORM SEWER MANHOLED

SEE SHEET C504 FOR JOINTING DETAILS

= ASPHALT/CONCRETE JOINTSA

AutoCAD SHX Text

CB

6" VCP SW=852.99

6" VCP SE=852.99

D

D

D

DS

DS

DS

CB

G V

CB

DS

D

D

ESP

TRANS

ESP

W V

DS

W V

CB

D

D

DS

DS

B406 OPERATIONS

FFE=858.8

WELDING

EGRESS

WORKSHOP

EGRESS

SUPERVISOR

CORRIDOR

STRUCTURES

WORKSHOP

COMM

ELECTRIC

STRUCTURES

SUPERVISOR

METALS TECH

SUPERVISOR

HALL

METALS/

STRUCTURES

WORK ROOM13

C

O R

R

ID

O R

W&T

SUPERVISOR

MECHANICAL

WHEEL &

TIRE

WORKSHOP

FIRST

SERGEANT

RECEPTION/

OPEN OFFICE

SQUADRON

COMMANDER

TRAINING ROOM

BREAK ROOM

CORRIDOR

MEN'S

LOCKER

ROOM

MEN'S TOILET

STORAGE

CHIEFS'

OFFICE

EF LEAD

CMF

LEAD

CHIEFS'

OFFICE

JANITOR

MOTHER'S

ROOM

MECHANICAL

STORAGE

STORAGE

STORAGE

WOMEN'S

TOILET

WOMEN'S LOCKER

ROOM

CORRIDOR

DEPUTY

COMMANDER

COMPOSITE

MAINTENANCE

HANGAR BAY

VEST.

HALLWAY

HEF ROOM

EGRESS

STORAGE

METAL TECH

WORKSHOP

SA3

SA3

SA3

SA3

FC3

SA3SA3

FC3

SA3

SA3SA3

SA3

SA3

SA3

SA3

FC3

FC3

FC3

FC3

FC3

FC3FC3SA3

SA3

FC3FC3

FC3 MA8MA8

FC3

FC3

FC3FC3

FC3 FC3

FC3 MA8MA8

MA8

MA8

MA8

MA8MA8

MA8

MA8 MA8

MA8MA8

MA8

MA8

MA8MA8

MA8

MA8

MA8

MA8

FC3

23'-1" to structure

Approx. 24'-9" to structure

SV

SV

SV

CO CO

CO

B B

B B

S

S

S

B

SV

B

B

B

S S S

S

B

B

B

W V

W V

EXISTING

CONCRETE

EXISTING

CONCRETE

LANDSCAPE

RESTORATION

EXISTING TURF

EXISTING TURF

SOD

EXISTING TURF

EXISTING SIDEWALK

EXISTING SIDEWALK

EXISTING SIDEWALK

EXISTING

ASPHALT

EXISTING

ASPHALT

EXISTING

ASPHALT

EXISTING

ASPHALT

PROJECT LIMIT

FOR BUILDING 406

EXISTING

PATIO

858.0

857.5

858.5

858.0

857.5

857.5

8.

859.0

8.

NEW SIDEWALK

NEW

RAMP

NEW

RAMP

NEW

RAMP

C O

N C

R

ET

E

AP

R O

N S

LA

B

858.28

858.76

858.80

858.80

858.80

859.01

859.01

858.37

858.33

858.17

859.79 859.52

859.52

859.79

859.83

859.82

858.03

858.03

857.99

-0.94%

-0.71%

-4.29%

-2.97%

-1.36% -1.92%

-1.32%

-0.64%

-1 .90

858.41

858.69

858.69

858.04

859.01

858.47

-4.

859.01 -2.00%

-1.40%

-3.66%

-7 .0

9%

-1.45%

-1 .1

8%

-1 .1

8% -0.29%

-1.88%

-1.67%

-18.93%

-11.84%

-0.91%

-1.66%

-0.83%

-2.22%

-1.57%

858.80

858.80 858.80

858.80

858.80

858.80858.80

858.80

858.80

858.80

858.80 858.80

859.30

859.30 859.30

859.30

857.77

857.77

857.77

857.77

857.69

857.55

857.75

858.04

858.04

857.89

859.05 857.99

857.98859.05 857.91

857.92

859.05

859.05 857.95

857.90

858.80

858.80 858.80

858.80

858.00

857.93

857.92

858.0

859.0

858.5

9.

8.

9.

8.5

8.

8.

8.

858.0

859.0

857.5

858.5

9.

8.

5 858.5

859.05 859.05

8.

8.

8.

8.

858.00

858.56

858.56

858.21

858.20

858.69

858.65

857.99

857.99858.06

858.11

858.20

858.0

857.5

858.0

857.5

8.

TYPE D INLET PROTECTION

(SEE DETAIL 12 ON SHEET C502)

C O

N C

R

ET

E

AP

R O

N S

LA

B

TYPE D INLET PROTECTION

(SEE DETAIL 12 ON SHEET C502)

INLET PROTECTION, SEE

SHEET C502 FOR DETAILS. IF

SOLID MANHOLE LID USE

DETAIL 11. IF GRATED

MANHOLE LID USE DETAIL 12.

LANDSCAPE

RESTORATION

F.E.

F.E.

VEST

BREAK ROOM

VEST

COMM

ELEC

MECH

MA8

A-301

TRANS

B

BB

B

2"

POST

B B

TPED

CO

S

MH SAN

RIM = -0.13

B

B

B

C

GM

CO

B

GND

GM

C B

SQUARE INLET

RIM = 857.49

S

MH SAN

RIM = 857.86

857.0

858.0

857.5

858.5

857.0

7.

x xxxxxx

CHAIN LINKED FENCE

(SEE B404 SHEET C121)

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

KSD

KSD

NOT FOR CONSTRUCTION

3141300-190289.01

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

M

AD

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F

IE

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A N

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F-

: A

LT

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B

U

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D

IN

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NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

00 20 40 C-121

SITE GRADING AND

EROSION CONTROL

PLAN

KSF

TRUE

NORTH

PROPOSED LEGEND:

REMOVE GATE

REMOVE WATER

REMOVE SANITARY

REMOVE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

GENERAL REMOVAL

//FNC//

//W//

//SS//

XXXXXXXXXXXXXXXXXXX

FLOW DIRECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

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

0.2

2% 3:1

CLEANOUT, SANITARY OR STORM

SANITARY SEWER MANHOLE

STORM SEWER ROUND CATCHBASIN

STORM SEWER SQUARE CATCHBASIN

SANITARY SEWER VALVE

WATER VALVE

SANITARY SEWER

WATER

BOLLARD

HYDRANT

CONCRETE

ASPHALT

CO

S

CB

W V

SS

W

B

STORM SEWER / CULVERT

STORM FLARED END SECTION

STORM SEWER MANHOLED

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

B406 OPERATIONS FFE=858.8

AutoCAD SHX Text

CB

6" VCP SW=852.99

6" VCP SE=852.99S

D

D

S

B

B B

S S S

S

D

DS

DS

DS

CB

G V

CB

DS

D

D

ESP

TRANS

B

B

ESP

DS

CB

D

S

D

B B

DS

DS

18" SS

B406 OPERATIONS

FFE=858.8

S

CO

BBBBB

C B

63'

WELDING

EGRESS

WORKSHOP

EGRESS

SUPERVISOR

CORRIDOR

STRUCTURES

WORKSHOP

COMM

ELECTRIC

STRUCTURES

SUPERVISOR

METALS TECH

SUPERVISOR

HALL

METALS/

STRUCTURES

WORK ROOM13

C

O R

R

ID

O R

W&T

SUPERVISOR

MECHANICAL

WHEEL &

TIRE

WORKSHOP

FIRST

SERGEANT

RECEPTION/

OPEN OFFICE

SQUADRON

COMMANDER

TRAINING ROOM

BREAK ROOM

CORRIDOR

MEN'S

LOCKER

ROOM

MEN'S TOILET

STORAGE

CHIEFS'

OFFICE

EF LEAD

CMF

LEAD

CHIEFS'

OFFICE

JANITOR

MOTHER'S

ROOM

MECHANICAL

STORAGE

STORAGE

STORAGE

WOMEN'S

TOILET

WOMEN'S LOCKER

ROOM

CORRIDOR

DEPUTY

COMMANDER

COMPOSITE

MAINTENANCE

HANGAR BAY

VEST.

HALLWAY

HEF ROOM

EGRESS

STORAGE

METAL TECH

WORKSHOP

SA3

SA3

SA3

SA3

FC3

SA3SA3

FC3

SA3

SA3SA3

SA3

SA3

SA3

SA3

FC3

FC3

FC3

FC3

FC3

FC3FC3SA3

SA3

FC3FC3

FC3 MA8MA8

FC3

FC3

FC3FC3

FC3 FC3

FC3 MA8MA8

MA8

MA8

MA8

MA8MA8

MA8

MA8 MA8

MA8MA8

MA8

MA8

MA8MA8

MA8

MA8

MA8

MA8

FC3

23'-1" to structure

Approx. 24'-9" to structure

SS

SV

SV

W

SS

SSSS

SV

CO CO

W

W

W W

W W

W W

W W

W W

W W

W

CO

B B

B

B

S

SS

W

SS

SS SS SS SS S

S

B

SV

B B

B

S S S

S

SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS

B

B

B

W V

W V

REPLACE 6"

WATER LATERAL

12" AUTOMATED VALVES AND 12"

PIPING AT A 1% SLOPE OR

GREATER TO HOLDING TANK.

(SEE ELECTRICAL SHEET E-101)

(ADDITIVE BID ITEM 2A)

UNDERGROUND FIRE

FOAM HOLDING TANK

SEE DETAIL 2 ON SHEET

C501

INSTALL OIL \ WATER SEPARATOR,

ANCHOR DUE TO GROUNDWATER BUOYANCY

(SEE DETAIL 1 ON SHEET C501)

6" SANITARY LATERAL

INVERT = 854.47 AT THE WALL

WALL MOUNTED CONTROL

PANEL FOR AUTOMATED

VALVES (SEE ELECTRICAL SHEET 101)

CLEANOUT

CLEANOUT

4" AUTOMATED VALVE

(SEE ELECTRICAL SHEET

101)

PROJECT LIMIT

FOR BUILDING

ADD WATER LINE UP TO

LIMITS OF PAVEMENT REPAIR AND CAP.

EXTENTION WILL BE CONSTRUCTED IN

FUTURE PROJECT, XGFG192005.

CONTRACTOR SHALL SURVEY LOCATION

OF CAP AND PROVIDE TO BASE AND

ENGINEER FOR AS BUILT RECORDS.

ADD WATER LINE UP TO

LIMITS OF PAVEMENT REPAIR AND CAP.

EXTENTION WILL BE CONSTRUCTED IN

FUTURE PROJECT, XGFG192005.

CONTRACTOR SHALL SURVEY

LOCATION OF CAP AND PROVIDE TO

BASE AND ENGINEER FOR AS BUILT

RECORDS.

HS20 RATED WATERTIGHT

MANHOLE COVERS

12" SANITARY INLET

W/ 6" PVC OUTLET

PIPE 1' ABOVE GRADE

6" VENT

INSTALL 4" PVC SDR 35

AUTOMATED PUMP

(SEE ELECTRICAL

SHEET 101)

WALL MOUNTED CONTROL PANEL FOR TANK

PUMP (SEE ELECTRICAL SHEET 101)

2.5" WATER LATERAL

ADD VALVE FOR

BUILDING LATERALS

LIFT STATION MANHOLE

WITH EXPLOSION

PROOF PUMP (SEE DETAIL 3

ON SHEET 501)

RIM=857.92

INV EL=850.41

VALVE MANHOLE

RIM = 858.26

INV EL=850.82

CONNECT TO EXISTING MANHOLE

INV EL W = 853.54

EX INV EL= 852.54

6" AUTOMATED VALVE

(SEE ELECTRICAL SHEET 101)

(ADDITIVE BID ITEM 2B)

SANITARY SEWER CONNECTION,

LIFT STATION, AND VALVE

MAN HOLE CONNECTING THE TANK

TO THE EXISTING SANITARY SEWER

PIPING FROM LIFT STATION TO

EXISTING SANITARY MANHOLE

WALL MOUNTED CONTROL PANEL

FOR LIFT STATION (SEE ELECTRICAL

SHEET 101)

6" PVC PIPING OUTLET

6" VENT PIPING OUTLET

HYDRANT

HYDRANT

HYDRANT

HYDRANT

F.E.

F.E.

TRANS

B

BB

B W

V

W V

W V

ADJUST CATCHBASIN RIM

RIM = 857.99

EX. RIM = 857.34

ADJUST RIM

RIM = 859.30

EX. RIM = 859.01

ADJUST RIM

RIM = 857.77

EX. RIM = 857.69

INSTALL 6" PVC SDR 26 LATERAL,

MATCH EXISTING INVERT AT MANHOLE,

CONNECT TO NEW PIPE FROM BUILDING,

0.4% MINIMUM SLOPE

REPLACE WITH

CATCHBASIN

GRATE COVER

ADJUST MANHOLE RIM

RIM = 858.30

EX. RIM = 857.79

6" INV SW= 852.99

6" INV NE = 852.99

6" INV SE= 852.99

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

KSF

KSD

KSD

NOT FOR CONSTRUCTION

3141300-190289.01

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

M

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NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

00 20 40 C-141

SITE UTILITIES PLAN

SITE UTILITY PLAN NOTES:

1. EXISTING UTILITIES WERE IDENTIFIED FROM THE OWNER'S UITILITY BASE MAP,

PREVIOUS CONSTRUCTION PLANS, AND LIMITED SITE OBSERVATIONS. ALL

UTILITY LOCATIONS SHALL BE CONFIRMED BY THE CONTRACTOR.

2. SHEETING AND / OR SHORING WILL BE REQUIRED FOR NEW HOLDING TANK AND

OIL/WATER SEPARATOR. GROUNDWATER REMOVAL WILL BE REQUIRED. THE

CONTRACTOR SHALL PROVIDE A SOIL SUPPORT AND GROUNDWATER REMOVAL

PLAN FOR APPROVAL PRIOR TO INSTALLATION.

TRUE

NORTH

PROPOSED LEGEND:

REMOVE GATE

REMOVE WATER

REMOVE SANITARY

REMOVE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

GENERAL REMOVAL

//FNC//

//W//

//SS//

XXXXXXXXXXXXXXXXXXX

FLOW DIRECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

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

0.2

2% 3:1

CLEANOUT, SANITARY OR STORM

SANITARY SEWER MANHOLE

STORM SEWER ROUND CATCHBASIN

STORM SEWER SQUARE CATCHBASIN

SANITARY SEWER VALVE

WATER VALVE

SANITARY SEWER

WATER

BOLLARD

HYDRANT

CONCRETE

ASPHALT

CO

S

CB

W V

SS

W

B

STORM SEWER / CULVERT

STORM FLARED END SECTION

STORM SEWER MANHOLE

SD

D

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

B406 OPERATIONS FFE=858.8

AutoCAD SHX Text

CB

x x x x

D

D

D

B

B B

D

DS

DS

DS

CB

G V

CB

DS

D

D

ESP

TRANS

B B

ESP

W V

DS

W V

CB

D

D

B

B

DS

DS

BBBBB

x x x x x x x x x

CP10

CP11

W V

CB

ROUND INLET

RIM = 856.44

W V

SIGN

CB

ROUND INLET

RIM = 856.47

CB

ROUND INLET

RIM = -1.41

W V W

V

2"

W V

POST

B B

CO

S

MH SAN

RIM = -0.13

GM

B

CP13

CP12

W V

T

D

MH STO

RIM = 1.38

W V

CO

B

W \\A

W \\A

GM

TRANS

B

C B

SQUARE INLET

RIM = 857.49

S MH SAN

RIM = 857.86

CURB INLET

RIM = 857.41

BBBBBBBBBB

B1

WELDING

EGRESS

WORKSHOP

EGRESS

SUPERVISOR

CORRIDOR

STRUCTURES

WORKSHOP

COMM

ELECTRIC

STRUCTURES

SUPERVISOR

METALS TECH

SUPERVISOR

HALL

METALS/

STRUCTURES

WORK ROOM13

C

O R

R

ID

O R

W&T

SUPERVISOR

MECHANICAL

WHEEL &

TIRE

WORKSHOP

FIRST

SERGEANT

RECEPTION/

OPEN OFFICE

SQUADRON

COMMANDER

TRAINING ROOM

BREAK ROOM

CORRIDOR

MEN'S

LOCKER

ROOM

MEN'S TOILET

STORAGE

CHIEFS'

OFFICE

EF LEAD

CMF

LEAD

CHIEFS'

OFFICE

JANITOR

MOTHER'S

ROOM

MECHANICAL

STORAGE

STORAGE

STORAGE

WOMEN'S

TOILET

WOMEN'S LOCKER

ROOM

CORRIDOR

DEPUTY

COMMANDER

COMPOSITE

MAINTENANCE

HANGAR BAY

VEST.

HALLWAY

HEF ROOM

EGRESS

STORAGE

METAL TECH

WORKSHOP

SA3

SA3

SA3

SA3

FC3

SA3SA3

FC3

SA3

SA3SA3

SA3

SA3

SA3

SA3

FC3

FC3

FC3

FC3

FC3

FC3FC3SA3

SA3

FC3FC3

FC3 MA8MA8

FC3

FC3

FC3FC3

FC3 FC3

FC3 MA8MA8

MA8

MA8

MA8

MA8MA8

MA8

MA8 MA8

MA8MA8

MA8

MA8

MA8MA8

MA8

MA8

MA8

MA8

FC3

23'-1" to structure

Approx. 24'-9" to structure

SV

SV

SV

CO CO

W

W W

W W

W W

W W

CO

B

B

B

B

S

S

S

B

SV

B

B

B

S S S

S

B

B

B

W V

W V

B404

B406

B420

EXISTING

FIRE HYDRANT

HAZARDOUS MATERIAL

SPILL CONTAINMENT TANK

VERTICAL SWING GATE

WITH KEYPAD

FIRE DEPARTMENT MAIN

ENTRANCE TO BLDG

FIRE PUMP ROOM

FIRE DEPARTMENT

CONNECTION

55.08'

60.90'

.0

.0

FIRE TRUCK ACCESS

FIRE TRUCK ACCESS

FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED FIRE HYDRANT

BOLLARDS

.6

8'

13.95'

.4

8'

4.38'

4.92'

0.

144'

133'

120'

116.95'

F.E.

F.E.

REF.

D W

R

EF

DW

ID-01ID-01

FEC

FEC

FEC

FEC

FECAED

SC3

ALIS

SERVERS

ALIS

ADMIN

OFFICE

PEST

CLASS ROOM

CCA

OSS

COMMANDER

OPERATIONS

GROUP

COMMANDER

FIGHTER

SQUADRON

COMMANDER

VEST

HALLWAY

DIRECTOR OF

OPERATIONS144

AIRFIELD

MANAGEMENTAFMT

NCOIC

OPERATIONS

CHIEF

STAN

EVAL

153154

CONFERENCE

ROOM

AFE

NCOIC

MEN'S

TOILET/

LOCKER

ROOM

AIRCREW

FLIGHT

EQUIPMENT

SOF

OFFICE

SCHEDULING

STORAGE

FLIGHT

COMMANDERS

ARMS

ARMS NCOIC

SECURED

VEST

MX DEBRIEF

COMM/

COMPUTER

STORAGE

WEAPONS

ISSO/ISSM

OFFICE

CLASSROOM

GSSO/ ISSO/

SSM OFFICE

INTEL

INTEL

NCOIC

INTEL

OIC

BRIEFING

ROOM 3

BRIEFING

ROOM 1

BRIEFING

ROOM 2

BRIEFING

ROOM 4

LIBRARY

STORAGE

BREAK

ROOM

MISSION

PLANNING

OPEN

OFFICE

VEST

LOBBY

MAIN

BRIEFING

ROOM

KITCHEN/

VENDING

BREAK ROOM

VEST

HALLWAY

STORAGE

AFE

INSPECTION

ROOM

COMM

ELEC

AFE

STORAGE

MECH

124A

ELEC

FIRE

ALARM

124B

JANITOR

WOMEN'S

TOILET/

LOCKER

ROOM

AFE

SUPERINTENDENT,

FEO158

NVG

COPY ROOM

TRAINING

OFFICER

HALLWAY

VEST

HALLWAY

HALLWAY

WOMENS

ENTRY

166A

STORAGE

166B

STORAGE 166C

STORAGE

111A

BRIEFING

ROOM 5

MX6

SC3

SC6

SC6

4.100 4.100

111A

4.100

SA3

SA6

SA3

SA3

SA3

SA3

SA3

FC3 FC3

SA3

FA78

SC3

SA3

SC3

SC3

SA3

OHWS

4.100

SA6

FC2

SC3

SA3

SC3

SA3SA3SA3

SA3

SA3

SA3127

HALLWAY129

MA8

MA8

MA8

MA8

MA8

SA3

MISSION

PLANNING

A-301

8MX6

SC6

4.100

FC3

FC3

FC3

FC3

FC3

ACRYLIC

PANEL

PARTITION

174C

3B

SC3

SA3

124A

124B

TRANS

B

BB

B

SD

SD

SD

SD

D

D

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT

AIRCRAFT PARKING APRON

PAVEMENT ABUTS THE BUILDING.

LOCATE HYDRANTS PROTECTING

THE BUILDING WITHIN 10 FEET OF

THE BUILDING .

AIRCRAFT PARKING APRON

PAVEMENT ABUTS THE BUILDING.

LOCATE HYDRANTS PROTECTING

THE BUILDING WITHIN 10 FEET OF

THE BUILDING.

32 LF 6" WATER10 LF 6" WATER

56 LF 6" WATER

FROM HYDRANT

TO SAW CUT

45 LF 6" WATER

FROM HYDRANT

TO SAW CUT

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

KSF

CAJ

KSD

NOT FOR CONSTRUCTION

3141300-190289.01

XGFG082004

00 20 40 C-151

CODE COMPLIANCE

SITE PLAN

TRUE

NORTH

PROPOSED LEGEND:

REMOVE GATE

REMOVE WATER

REMOVE SANITARY

REMOVE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

GENERAL REMOVAL

//FNC//

//W//

//SS//

XXXXXXXXXXXXXXXXXXX

FLOW DIRECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

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

0.2

2% 3:1

CLEANOUT, SANITARY OR STORM

SANITARY SEWER MANHOLE

STORM SEWER ROUND CATCHBASIN

STORM SEWER SQUARE CATCHBASIN

SANITARY SEWER VALVE

WATER VALVE

SANITARY SEWER

WATER

BOLLARD

HYDRANT

CONCRETE

ASPHALT

CO

S

CB

W V

SS

W

B

STORM SEWER / CULVERT

STORM FLARED END SECTION

STORM SEWER MANHOLE

SD

D

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

M

AD

IS

O

N , W

I

TR

U

AX

F

IE

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A N

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F-

: A

LT

ER

B

U

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D

IN

G

NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

6' X 10' SAFETY LOOP EXAMPLE FOR BEAM

AutoCAD SHX Text

B404 OPERATIONS FFE=859.84

AutoCAD SHX Text

CB

NOTE:

1. BOTTOM OF TRENCH WIDTH SHALL BE THE PIPE O.D. PLUS

16-INCHES MINIMUM

2. BACKFILLED WITH SAND

EXCAVATED

MATERIAL

BEDDING PER THE

SPECIFICATIONS

UNDISTURBED SOIL

PIPE O.D.

12"

4"

MANHOLE WITH H-20

RATED COVER, (TYP ALL

MANHOLE COVERS)

17,000 GALLON

FIRE EVENT

STORAGE TANK

HOLD DOWN

STRAPS WITH

LINER

STRAP END

TIE-DOWNS

CABLE

PUMP BASE

STRAP END

TIE-DOWNS

TURN BUCKLE

CABLE

CABLE

HOT DIPPED

GALVANIZED

ANCHOR RODS

(2) #5 REBAR

DEADMAN ANCHOR

(50' LONG EACH)

12"Ø INLET PIPE

NOTES:

PROVIDE REMOTE CONTROL PANEL FOR ELECTRONICALLY

ACTUATED PLUG VALVE TO CLOSE THE FLOW TO OILY WASTE

THROUGH THE OIL INTERCEPTOR UPON SIGNAL OF A FIRE

EVENT. PANEL SHALL BE TIED INTO THE FIRE ALARM SYSTEM.

FIRE EVENT STORAGE ANCHORING (ST-1)4 NOT TO SCALE

2'

2'

F

EE

T

29.34" 26.75"

1'

29.34" 26.75"

2'

6" (typ)

4'-0"

4'-0"

2'-0" MIN.

12" MIN.

CONCRETE

CONCRETE

6" PVC

OUTLET

18" RCP

INLET

4' DIA. PRECAST

SEGMENT

AGGREGATE

COMPACTED

6" MIN DEPTH

OIL / WATER SEPARATOR DETAIL1 NOT TO SCALE

5000 GALLON CAPACITY

1% SLOPE

100'

12"SAN

INLET

6"VENT

HS20 RATED WATERTIGHT

MANHOLE COVERS (TYP)

ACCESS LADDER

ACCESS LADDER

PUMP PLATFORM

FIRE EVENT STORAGE TANK2 NOT TO SCALE

8' Ø

SUBMERSIBLE PUMP

1'

6" PVC OUTLET

PIPE W/ CAP

SUBMERSIBLE TRANS DUCER

W/ PRESSURE SENSOR

12" PVC INFLOW12" PVC INFLOW

NOTES:

1. INCLUDE A SEPARATE CONTROL PANEL AND ON,

OFF, AND HIGH LEVEL FLOAT SWITCHES.

17,000 GALLON TANK

105' LENGTH

OF PIPE

GROUND LEVEL

NOTE:

1. PROVIDE MANHOLE STEPS IN ACCORDANCE WITH REQUIREMENTS

FOR TYPE 3MH FOR BOTH VALVE VAULTS

CROSS SECTION

8" SLAB TOP

FINISHED GRADE

NEENAH R-6040, TYPE "Y"

MANHOLE FRAME AND COVER

4" VENT

WITH

SCREEN

6" MINIMUM

WETWELL

TO CONTROL

PANEL

FLOATS, TYP

4- REQUIRED

5' I.D.

2" PVC PIPE WITH

CHECK VALVE

2" FORCE MAIN

12"

8" MINIMUM THICK BASE WITH

6" MINIMUM OVERHANG AND 6" CRUSHED

AGGREGATE UNDER UNDER ENTIRE STRUCTURE

6' I.D.

6' MIN

LIFT STATION DETAIL3 NOT TO SCALE

GRADE

6"

HEAVY DUTY AND

LID WITH NEOPRENE GASKET

CONCRETE

SEWER PIPE

COMPACTED SAND

PIPE SAME MATERIAL AS SEWER,

SIZE PER GOVERNING PLUMBING CODE

CAST IRON FROST SLEEVE

MECHANICAL COUPLING

CLEANOUT PLUG

PITCH

NOT TO SCALE5 SANITARY CLEANOUT DETAIL

NOTE:

1. BOTTOM OF TRENCH WIDTH SHALL BE THE PIPE O.D. PLUS

16-INCHES MINIMUM

2. BACKFILLED WITH SAND

EXCAVATED

MATERIAL

BEDDING PER THE

SPECIFICATIONS

UNDISTURBED SOIL

PIPE O.D.

12"

4"

NOT TO SCALE8 PVC WATERMAIN BEDDING DETAIL

NOT TO SCALE

LATERAL AND SADDLE INSTALLATION DETAIL

FLOW

FINISHED GRADE

EXISTING SANITARY SEWER

VARIES

TRENCH

UNDISTURBED EARTH

EXISTING SANITARY SEWER

CONCRETE SUPPORT

45" PVC SADDLE

STAINLESS STEEL CLAMPS

NOT TO SCALE7 PVC SANITARY SEWER BEDDING DETAIL

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

NOT FOR CONSTRUCTION

3141300-190289.01

C-501

DETAILS

KSF

CAJ

KSD

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

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JULY 31, 2020

XGFG182008

5" CONCRETE PAVEMENT

4" CRUSHED AGGREGATE

BASE COURSE, 3 4"

COMPACTED

SUBGRADE

TOOLED EDGE 38" RADIUS AT

ALL JOINTS. CONTRACTION JOINTS

NO SEALER. CONSTRUCTION JOINTS

REQUIRE SEALER.

SUBGRADE

4" ASPHALT PAVEMENT

(2 1/4" BINDER, 1 3/4" SURFACE)

1 14" CRUSHED

AGGREGATE

BASE COURSE

12"

12"

4"

8"

6"

4"x6" OVAL HOLE SHALL BE HEAT

CUT INTO ALL FOUR SIDE PANELS

GEOTEXTILE FABRIC,

TYPE FF

INLET SPECIFICATIONS

AS PER THE PLAN

DIMENSION LENGTH AND

WIDTH TO MATCH

FRONT, BACK, AND

BOTTOM TO BE MADE

FROM SINGLE PIECE OF FABRIC

FLAP

POCKET

USE REBAR OR STEEL ROD

FOR REMOVAL OR FOR

INLETS WITH CAST CURB BOX

USE WOOD 2x4, EXTEND 10"

BEYOND GRATE WIDTH ON

BOTH SIDES, LENGTH VARIES,

SECURE TO GRATE WITH WIRE

OR PLASTIC TIES

MINIMUM DOUBLE STITCHED

SEAMS ALL AROUND SIDE PIECES

AND ON FLAP POCKETS, TYP

TYPE B CONCRETE

6" 18"

7 3/4" 6"

2" R

1/2" /FT. BATTER

CURB FACE

3/4" MAX. R

* SEE SITE GRADING PLAN FOR EXACT CURB HEIGHT.

HIGH SIDE

NOT TO SCALE3

STANDARD CONCRETE CURB

AND GUTTER

6"

3/4"

SUBGRADE COMPACTED

TO 95% OF ASTM D-1557

PROOF ROLL TO

ACCEPTANCE OF ENGINEER

3/4" MAX. R

6" COMPACTED CRUSHED

AGGREGATE BASE COURSE

NOT TO SCALE

18" CURB AND GUTTER4

6"

3/

4"

18"

7" 6"

R 1/4"

R 3"

6" CRUSHED AGGREGATE

BASE COURSESUBGRADE

8"

ZERO

HT. CURB

NOTES:

1. PROVIDE CONTRACTION JOINTS AT MAXIMUM 15-FOOT SPACING.

2. PROVIDE EXPANSION JOINTS AT ALL POINTS OF CURVATURE, AND ON EACH SIDE OF INLETS, 3-FEET FROM INLET BUT NO CLOSER THAN 3-FEET FROM AN ADJACENT EXPANSION JOINT.

MAXIMUM 125-FOOT SPACING.

NOT TO SCALE

EXTERIOR EQUIPMENT PAD

TOOL EDGES

STEEL TROWEL AND SEAL

WIDTH x LENGTH (SEE NOTE)

#4 BARS @ 12" ON CENTER, EACH WAY

10"

5"

FINISHED

GROUND

FINISHED

GROUND

NOTE:

PAD LENGTH AND WIDTH TO EXCEED EQUIPMENT SIZE BY 4" ALL AROUND.

2% SLOPE

NOT TO SCALE5 SIDEWALK DETAIL

4" 5' 4"

4" THICK

4000 PSI CONCRETE

4" THICK GRANULAR FILL

NOTE:

PROVIDE 3/4" FIBER EXPANSION JOINT WHERE NEW WALK

ABUTS EXISTING BUILDING OR NEW OR EXISTING CURB.

NOTE:

TUBED FORMS REQUIRED ON ALL

POURED CONCRETE BASES.

FINISHED

GROUND

8" DIAMETER STEEL PIPE WITH 1/8" THICK WALLS,

FILL WITH CONCRETE,

BROWN PLASTIC SLEEVES OVER IMPACT BOLLARD,

YELLOW PLASTIC SLEEVES OVER ALL OTHER

BOLLARDS

ROUNDED CONCRETE

ON TOP

18" DIAMETER MINIMUM CONCRETE

AROUND PIPE

NOT TO SCALE

BOLLARD DETAIL

SAND

RUNOFF WATER

WITH SEDIMENT

FILTERED WATER

BURIED FABRIC

GRATED INLET

GEOTEXTILE FABRIC, TYPE FF

NOTE: ATTACH GEOTEXTILE FABRIC, TYPE FF TO GEOTEXTILE FABRIC,

TYPE FFTHE TOP OF STAKES AND CROSS BRACINGS.

3' -0

2'-0"

4' -0

2" X 4" STAKE AND CROSS BRACING

2" X 4" STAKE AND CROSS BRACING

NOT TO SCALE11

INLET PROTECTION, TYPE A

7.09% SLOPE

NOT TO SCALE6 ENTRYWAY RAMP DETAIL

4" 20' 4"

6" THICK

4000 PSI CONCRETE

6" THICK GRANULAR FILL

NOTE:

PROVIDE 3/4" FIBER EXPANSION JOINT WHERE NEW WALK

ABUTS EXISTING BUILDING OR NEW OR EXISTING CURB.

4.70% SLOPE

NOT TO SCALE2

SOUTHWEST ENTRYWAY 1

RAMP DETAIL

4" 9.5' 4"

6" THICK

4000 PSI CONCRETE

6" THICK GRANULAR FILL

NOTE:

PROVIDE 3/4" FIBER EXPANSION JOINT WHERE NEW WALK

ABUTS EXISTING BUILDING OR NEW OR EXISTING CURB.

4.30% SLOPE

NOT TO SCALE7

SOUTHWEST ENTRYWAY 2

RAMP DETAIL

4" 9.5' 4"

6" THICK

4000 PSI CONCRETE

6" THICK GRANULAR FILL

NOTE:

PROVIDE 3/4" FIBER EXPANSION JOINT WHERE NEW WALK

ABUTS EXISTING BUILDING OR NEW OR EXISTING CURB.

NOT TO SCALE9

CONCRETE SIDEWALK

DETAIL

NOT TO SCALE10

ASPHALT PAVING SECTION

DETAIL

NOT TO SCALE12

INLET PROTECTION, TYPE D

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

SHEET NO.

NOT FOR CONSTRUCTION

3141300-190289.01

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ANG NO:

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2020 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.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

Mead & Hunt, Inc.

07/31/20 TYPE B3 FINAL

M

AD

IS

O

N , W

I

TR

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F

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A N

G B

F-

: A

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NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

C-502

DETAILS

XXX

CAJ

KSD

NOT TO SCALE

BARRIER DROP ARM GATE SECTION

NOT TO SCALE

BARRIER DROP ARM GATE DETAIL

BEAM BUTTRESS

EXISTING ROADWAY

82°

2" 7"

RECEIVING BUTTRESS

6"

3'-6"

84"

42"

48"

6"

7" 2"

THE DIMENSION BETWEEN THE

FOUNDATIONS IS CRITICAL FOR THE…