W911SA23B2009 Attachment 3 Drawings BID PACKAGE A.pdf

G0.1

Fort McCoy, Wisconsin

FIRE RESCUE TRAINING SITE

AND LIFE SUPPORT AREA

BID PACKAGE A

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" x 34" PAPER. SCALES

ARE HALF SIZED WHEN PRINTED ON 11" x 17" PAPER.

SHEET INDEX TABLE

SHEET TITLESHEET NUMBER

COVER SHEETG0.1

SITE OVERVIEWC1.1

EXISTING CONDITIONSC1.3

REMOVAL PLANC1.4

EROSION CONTROL PLANC1.5

SITE LAYOUT PLANC1.6 - C1.13

GRADING PLANC1.14 - C1.20

SITE UTILITY PLANC1.21 - C1.24

PLAN AND PROFILEC1.25 - C1.27

ELECTRICAL REMOVAL PLANE1.1

SITE LIGHTING PLANE1.2 - E1.5

SITE POWER PLANE1.6

SITE ELECTRICAL DETAILSE1.8 - E1.14

SITE AND UTILITY DETAILSC5.1 - C5.4

SITE LOCATION

ALIGNMENT PLAN AND COORDINATESC1.2

GENERAL STRUCTURAL NOTESS0.1

PROPANE TANK FOUNDATION AND DETAILSS1.1

FRTS & LSA CONCEPT PLANG0.2

SITE COMMUNICATION PLANE1.7

G0.2

FRTS & LSA CONCEPT PLAN

C1.1

SITE OVERVIEW

GRAVEL PAD

GRAVEL PAD

STORM WATER BASIN

STORM WATER BASIN

A

S

P

H

A

L

T

P

A

D

GRAVEL PAD FOR

PROPANE TANKS

G

R

A

D

E

D

U

R

F

E

A

F

O

B

B

I L

E

G

R

A

V

S

R

K

I

N

G

E

A

G

R

A

V

A

D

W

A

Y

A

S

P

H

A

L

T

E

N

T

R

A

N

C

E

G

R

A

V

A

D

W

A

Y

G

R

A

V

A

D

W

Y

T

R

A

N

C

E

B

R

K

I

N

G

P

O

S

S

I B

C

A

T

I O

N

F

W

H

T

S

G

R

A

V

R

R

E

L

O

C

A

T

N

T

OVERHEAD LIGHTING ALONG MAIN ROADWAY

AND SURROUNDING PARKING LOTS AND

BUILT-OUT TRAINING AREAS

1000 GALLON PROPANE TANK

WITH CONCRETE PAD

AND PROPANE PIPING

CONCRETE PADS FOR TRAINING PROPS

AND CONTROL CONSOLES INCLUDING:

-CAR

-DUMPSTER

-BURN TRAYS

-SPLIT FLANGE

-PRESSURE VESSEL

I

M

P

R

O

V

A

V

E

L

E

N

T

R

A

N

C

E

WATER MAIN AND HYDRANTS

SEPARATE FUTURE BID PACKAGE C IN

THIS AREA WILL INCLUDE:

-TRAINING TOWER AND FOUNDATION

-CONCRETE APRON AROUND TOWER

-ASPHALT PAVING OF PAD

-4 OVERHEAD LIGHTS

SEPARATE FUTURE BID PACKAGE B IN THIS AREA WILL INCLUDE:

-CONCRETE SLABS FOR EQUIPMENT

-ASPHALT PAVING OF PAD

-4 OVERHEAD LIGHTS

-3000 GALLON PROPANE TANK FOUNDATION, AND PIPING

-ELECTRICAL, PROPANE, AND WATER HOOKUP POINTS

COMMUNICATIONS HUB

BUILDING

Δ

Δ

Δ

CP 153

CP 1000

CP 1001

CP 51687

CP 52201

CP 52396

CP

90110

CP 91123

C1.2

ALIGNMENT PLAN AND COORDINATES

C1.3

EXISTING CONDITIONS

EXISTING SITE

ITTB LIBERTY

C

O

N

T

R

A

C

T

T

E

P

O

W

R

O

A

D

V

E

N

C1.4

REMOVAL PLAN

C1.5

EROSION CONTROL PLAN

C1.6

SITE LAYOUT PLAN INDEX

C

C1.8

C1.9

C

C1.12

C

C1.13

C1.7

SITE LAYOUT PLAN

C1.8

C1.9

C1.10

C1.11

C1.12

C1.13SITE LAYOUT PLAN

C1.14

GRADING PLAN INDEX

C

C1.16

C1.17

C

C1.20

C1.20

C

C1.15

GRADING PLAN

C1.16

C1.17

C1.18

C1.19

C1.20

C1.21

SITE UTILITY PLAN INDEX

C1.22

C1.23

C1.24

C1.22

SITE UTILITY PLAN

C1.23

C1.24

-0 .9

0.6 0%

-1 .0

G R

A D

E

B

R E

K

E L

PVI STA: 3+75.00

PVI ELEV: 918.45

K: 76.49

LVC: 120.00

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT. STA: 3+89.10

LOW PT ELEV: 918.67

PVI STA: 9+50.00

PVI ELEV: 917.50

K: 47.67

LVC: 120.00

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT. STA: 9+37.67

LOW PT ELEV: 917.86

PVI STA: 6+75.00

PVI ELEV: 920.25

K: 62.50

LVC: 100.00

B V

C S

B V

C E

E V

C S

E V

C E

HIGH PT. STA: 6+62.50

HIGH PT ELEV: 920.06

1+75 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

FRTS MAIN ROAD

S a v e

P

M b c u n n i n g h a m l o t

P

M

X

U

Z U

U

S A

M C f i n a l d s g n d r a w i n g s C

A D

F i r e

F i g h t e r

T r a i n i n g

A r e a S h e e t s P

L A

N

P

R O

F I

M

A

D d w g feetscale

30 6030

C1.25

PROFILE

0.4 3%

-0.48%

PVI STA: 9+50.00

PVI ELEV: 917.50

K: 47.67

LVC: 120.00

B V

C S

B V

C E

E V

C S

E V

C E

PVI STA: 18+20.00

PVI ELEV: 922.40

K: 50.20

LVC: 120.00

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT. STA: 17+83.96

LOW PT ELEV: 922.63

PVI STA: 12+40.00

PVI ELEV: 921.90

K: 92.02

LVC: 100.00

B V

C S

B V

C E

E V

C S

E V

C E

PVI STA: 16+00.00

PVI ELEV: 923.45

K: 110.15

LVC: 100.00

B V

C S

B V

C E

E V

C S

E V

C E

HIGH PT. STA: 15+97.43

HIGH PT ELEV: 923.34

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50

FRTS MAIN ROAD

S a v e

P

M b c u n n i n g h o t

P

M

X

U

Z U

U

S A

M C f i n a l d s g n d r a w i n g s C

A D

F i r e

F i g h t e r

T r a i n i n g

A r e a S h e e t s P

L A

N

P

R O

F I

A

D d w g feetscale

30 6030

C1.26

G R

A D

E

B

R E

K

E L

PVI STA: 24+25.00

PVI ELEV: 936.00

K: 79.31

LVC: 100.00

B V

C S

B V

C E

E V

C S

E V

C E

PVI STA: 20+50.00

PVI ELEV: 926.80

K: 92.54

LVC: 50.00

B V

C S

B V

C E

E V

C S

E V

C E

PVI STA: 26+00.00

PVI ELEV: 942.50

K: 111.55

LVC: 100.00

B V

C S

B V

C E

E V

C S

E V

C E

19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

FRTS MAIN ROAD

S a v e

P

M b c u n n i n g h o t

P

M

X

U

Z U

U

S A

M C f i n a l d s g n d r a w i n g s C

A D

F i r e

F i g h t e r

T r a i n i n g

A r e a S h e e t s P

L A

N

P

R O

F I

A

D d w g feetscale

30 6030

C1.27

C5.1

C5.2

C5.3

C5.4

E1.1

E1.2

E1.3

E1.4

E1.5

E1.6

E1.7

E1.8

E1.9

E1.10

E1.11

ON

OFF

PUSH

TO

TEST

E1.12

E1.13

E1.14

SE

BA

W

BA

W

S0.1

U

SA

M C

/2

5/

JA

S

FO

R

T M cC O

Y

S O

U

TH

TH

A

VE

FO

R T

M C

C O

Y, W

I 5

D

IR

EC

TO

R

AT

E O

F

PU

BL

IC

W O

R

KS

SHEET

NUMBER:

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

C kd b y:

Su bm itt ed b y:

W or k O rd er

N o

Pr oj ec t N um be r

M

AR

K M

O D

R

EQ

U

ES

T

- D

ES

C R

IP

TI

O N

M O

D

D

AT

E

DPW

FORT MCCOY, WI

SHEET of

D

PW

R ev

PL

O

T D

AT

E

2/

/2

FR

TS

LS

A

FO

R T

M cC

O Y, W

IS

C O

N

SI

N

FI

R

E R

ES

C

U E

TR

AI

N

IN

G S

IT

E

BI

D

P

AC

KA

G

E A

BI

D

P

AC

KA

G

E A

G

EN

ER

AL

S

TR

U C

TU

R

AL

N

O

TE

S

DESCRIPTION

TESTING INSPECTING

YES NO YES NO

NA

AN

D

L

IF

E

SU

PP

O

R T

AR

EA

S1.1

SHEET

NUMBER:

M

AR

K M

O D

R

EQ

U

ES

T

- D

ES

C R

IP

TI

O N

M O

D

D

AT

E

DPW

FORT MCCOY, WI

SHEET of

PL

O

T D

AT

E

2/

/2

FOUNDATION PLAN1 SLAB ELEVATION2 SLAB ELEVATION3 3/8" = 1'-0"

3/8" = 1'-0"3/8" = 1'-0"

SE

H

BA

W

BA

W

U

SA

M C

/2

5/

JA

S

FO

R

T M cC O

Y

S O

U

TH

TH

A

VE

FO

R T

M C

C O

Y, W

I 5

D

IR

EC

TO

R

AT

E O

F

PU

BL

IC

W O

R

KS

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

C kd b y:

Su bm itt ed b y:

W or k O rd er

N o

Pr oj ec t N um be r D

PW

R ev

FO

R

T M cC O

Y, W

IS

C

O N

SI

N

FI

R

E R

ES

C

U E

TR

AI

N

IN

G S

IT

E

BI

D

P

AC

KA

G

E A

PR

O

PA

N

E

TA

N K

FO

U

N D

AT

IO

N

AN

D D

ET

AI

LS

FR

TS

LS

A

- B

ID

P

AC

KA

G

E A

EXTERIOR PIPE BOLLARD DETAIL4 3/4" = 1'-0"

AN

D

L

IF

E

SU

PP

O

R T

AR

EA