C-101_Add03.pdf

C

O

S

MH SAN

RIM = -0.13

G

M

C

O

G

N

D

G

M

C B

S

Q

U

A

R

E

I

N

L

E

T

R

M

S

H

S

A

N

R

B

B

B

E

S

P

T

R

A

N

S

B

B

E

S

P

B

B

B406 OPERATIONS

FFE=858.8

B

B

B

B

B

WELDING

EGRESS

WORKSHOP

EGRESS

SUPERVISOR

CORRIDOR

STRUCTURES

WORKSHOP

COMM

ELECTRIC

STRUCTURES

SUPERVISOR

METALS TECH

SUPERVISOR

HALL

METALS/

STRUCTURES

WORK ROOM

C O

R R

I D

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

FC3FC3

SA3

SA3

FC3FC3

FC3

MA8MA8

FC3

FC3

FC3FC3

FC3

FC3

FC3 MA8MA8

MA8

MA8

MA8

MA8MA8

MA8

MA8 MA8

MA8

MA8

MA8

MA8

MA8MA8

MA8

MA8

MA8

MA8

FC3

23'-1" to structure

Approx. 24'-9" to structure

S V

S V

S V

CO

CO

C O

B

B

B

B

S

S

S

B

S V

B

B

B

S S S

S

B

B

B

W V

W V

CONCRETE

EXISTING

CONCRETE

RESTORATION AREA

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

QUARRIED LIMESTONE BOULDERS WITH TOP AND BOTTOM

SHAPED / SCORED TO BE SMOOTH AND LEVEL, 36" TO 48"

LONG X 24" TO 30" WIDE X 18" TO 20" TALL, 4' MAXIMUM

SPACING BETWEEN BOULDERS

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

B

B

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

BOLLARDS

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 A

D I S

O N

W

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U A

X

F

I E

L D

A

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B

F

A

L T

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B

U I L

D I N

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NOT FOR CONSTRUCTION

JULY 31, 2020

XGFG182008

3 03/08/21 ADDENDUM - 03

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)

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

D

NOTES:

1. AREAS LISTED AS "RESTORATION AREA" SHALL

INCLUDE TOPSOIL AND SEEDING. TACKIFIER

SHALL BE USED FOR EROSION CONTROL. REFER

TO SPECIFICATION SECTION 32 92 19.

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

AutoCAD SHX Text

SV