36C25219B0049-005.pdf

20006 630.86

FH

100+00 100+20 100+40 100+60 100+80 101+80101+60101+40101+20101+00 102+80102+60102+40102+20102+00 103+80103+60103+40103+20103+00 104+80104+60104+40104+20104+00 105+80105+60105+40105+20105+00 160+80106+60106+40106+20106+00 107+00

P.I. Sta. 102+01.82

P.I. Sta. 105+20.07

P.T. Sta. 102+47.38

P.T. Sta. 103+05.71

P.T. Sta. 104+31.98

P.C. Sta. 104+67.13

P.T. Sta. 105+72.86

P.C. Sta. 101+56.00

P.C. Sta. 102+63.38

P.C. Sta. 103+09.35 P.I. Sta. 103+70.99

S 5° 10’ 37" E

S 1° 38’ 52" E

S 31° 48’ 51" E S 46° 0

9’ 14" E

S 46° 0 9’ 14" E

S 53 ° 29

’ 50 " E

S 53 ° 29

’ 50 " E

K

C1

+36

+48

+39

39.07’ Rt.

+29.45

+57

40.13’ Lt.

+63.52

Str. No. 10004

C2

Str. No. 10006

D1

K

C2

C1

C1

C1

C1 S

S S

* - Taper Proposed Curb To Match Existing Conditions.

(Match Existing Pavement)

629.39

Sta. 101+05.51

Begin Project

D1

Curb Type B-6.18C1

Curb Type B-6C2 Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Driveway ApproachD1 Saw CutS

K

All Stationing And Offsets Are From Line "0100" Unless Noted

Notes:

P.C. Sta. 106+35.45

P.I. Sta. 102+84.69

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

M a in S tr e e t (U .S

M a tc h lin e S ta . 1

.0

S e e S h e e t

Sta. 100+00 to Sta. 107+00 Plan and Profile Sheet

Line "0100"

PP-01

28.50’ Rt.

+04.78

27.22’ Lt.

+06.21 42.01’ Lt.

+35.69

41.19’ Lt.

+21.11

41.18’ Lt.

+48.45

41.21’ Rt.

+70.86 41.96’ Rt.

+57.46

42.88’ Rt.

+38.95

Const. Limits

Profile Grade

ST

ST

PVI 101+05.51

Elev 629.39 0.804%

PVI 104+13.00

Elev 631.86

0.521%

.9

.7

.5

.0

.5

.1

.1

.5

.9

.7

.5

.0

.3

.2

.0

.8

.6

.0

.1

.9

.7

.3

.8

.3

Right EOP Elev.

Left EOP Elev.

(Grass)

(Grass)

(Grass)

(Gra ss)

(Grass)

(Asphalt) (Asp halt)

(C oncrete)

(Concrete)

(Con crete

(Grass)

(Grass)

(Grass)

(Grass)

LINE "0100"

NA JEL JAB

EARTHWORK SUMMARY BALANCE No. 1

BORROW =

COMMON EXCAVATION =

Scale

FILL (25% SHRINKAGE) =

FILL =

CUT =

551 Cys

10,197 Cys

689 Cys

689 Cys

10,197 Cys

LINE "0100" STA. 101+05.51 TO STA. 169+17.56

Blue Star Memorial Hwy Sign

Note: Do Not Disturb

1" = 2’ Vertical 1" = 20’ Horizontal

10’R

’R

20’

15’R

R

71’

UNSUITABLE FOR USE AS FILL

ALL EXCAVATED MATERIAL SHALL BE

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:4

:0

P M

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

A R

E

NINR

ION

S

EF

A

RG

TIS E

OF

STATE

R D

No.860163

J

FF

R

LAZZ

FF

11-17-2014

Proposed Left Edge Of Pavement, Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Proposed Profile Grade Along Line "0100"

Existing Ground

E = 2.09’

L = 91.38’

T = 45.82’

R = 500.00’

= 10°28’15.30" (Lt.)

P.I. = 102+01.82

D D

E = 1.51’

L = 42.32’

T = 21.30’

R = 150.00’

= 16°09’59.26" (Lt.)

P.I. = 102+84.69

E = 3.86’

L = 122.63’

T = 61.64’

R = 490.00’

= 14°20’22.86" (Lt.)

P.I. = 103+70.99

D

E = 1.70’

L = 105.74’

T = 52.94’

R = 825.00’

= 7°20’35.96" (Lt.)

P.I. = 105+20.07

D

VHADANPOEHLV1

Typewritten Text Not in Project

20041634.87FH

107+00 107+20 107+40 107+60 107+80 108+00 108+20 108+40 108+60 108+80 109+00 109+20 109+40 109+60 109+80 110+00 110+20 110+40 110+60 110+80 111+00 111+20 111+40 111+60 111+80 112+00 112+20 112+40 112+60 112+80 113+00 113+20 113+40 113+60 113+80 114+00

P.I. Sta. 108+95.01

P.I. Sta. 111+97.79

P.T. Sta. 111+12.09

P.T. Sta. 112+31.47

All Stationing And Offsets Are From Line "0100" Unless Noted

K

C1

3+

K

C1

C1

C1

AX

AX

* - Taper Proposed Curb To Match Existing Conditions.

S

S

ADA RampAX

Curb Type B-6.18C1

K

Saw CutS

Notes:

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

M a tc h lin e S ta .0

S e e S h e e t

M a tc h lin e S ta . 1

.0

S e e S h e e t

P.C. Sta. 111+63.45

P.C. Sta. 113+00.74

S ’ 5

E

S 2° 48’ 40" W

S 2° 48’ 40" W

S 22° 17’ 52" W

S 22° 17’ 52" W

Str. No. 10009

Str. No. 10010

Str. No. 10013

Str. No. 10017

Line "0100"

PP-02

720.55’ Rt.

+53.83

20.56’ Rt.

+59.73

20.00’ Lt.

+59.83 20.00’ Lt.

+53.61

C3

Const. Limits

Depressed Curb And Gutter

Profile Grade

SS

SS

SS

P V

C

.0

E le v

.6

PVI 111+94.00

Elev 635.93

0.521%

.6

.1

.6

.9

.9

.8

.4

.4

.1

.6

.9

.9

.8

.6

.5

.8

.2

.7

.0

.3

.7

.8

.4

.8

.1

.2

.0

.7

Right EOP Elev.

Left EOP Elev.

(Grass)

(Grass)

(Grass)

(Concrete)

C o n c re t e

(Grass)

(Grass)

NA JEL JAB

LINE "0100

Grade Req’d

Adjust Casting To

Scale

Sta. 107+00 to Sta. 114+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

15’ 15’

C3

C3

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Proposed Profile Grade Along Line "0100"

Existing Ground

E = 65.09’

L = 476.64’

T = 259.56’

R = 485.00’

= 56°18’30.29" (Rt.)

P.I. = 108+95.01

D

E = 2.93’

L = 68.02’

T = 34.34’

R = 200.00’

= 19°29’12.02" (Rt.)

P.I. = 111+97.79

D

VHADANPOEHLV1

632.44FH

20063

P.I. Sta. 118+58.14

S 22° 17’ 52" W

S 22° 17’ 52" W

S 5° 4’ 3" E

S 5° 4’ 3" E

All Stationing And Offsets Are From Line "0100" Unless Noted

Inset "A"

C1 K

C1

Str. No. 10072 Str. No. 10081

Str. No. 10073

Str. No. 10078

+78

+73

K

C1

C1

Str. No. 10063

Str. No. 10024

Str. No. 10074

* - Taper Proposed Curb To Match Existing Conditions.

Curb Type B-6.18C1 K

Str. No. 10095

Notes:

Str. No. 53

Electric M.H.

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Str. No. 10041

Str. No. 10043

Str. No. 10061

Str. No. 10114

Str. No. 10079 Str. No. 10083

M a tc h lin e S ta .0

S e e S h e e t

M a tc h lin e S ta . 1

.0

S e e S h e e t

For P.I. See Inset "A"

8.50’ Rt.

+37.16

8.50’ Rt.

+64.19

28.50’ Rt.

+86.82

Line "0100"

PP-03

28.50’ Rt.

+14.76

Const. Limits

Profile Grade

#53

M.H.

TV

SS

SS

SS

SS

SS

SS

SS

P V

T

.0

E le v

.4

-0.571%

P V

C

.0

E le v

.7

L O

.9

E le v

.6

P V

T

.0

E le v

.6

PVI 117+93.00

Elev 632.51

0.400%

P V

C

.5

E le v

.7

H I .5

E le v

.9

PVI 119+62.50

Elev 633.19

P V

T

.5

E le v

.7

.9

.3

.8

.3

.6

.7

.4

.4

.7

.6

.3

.8

.9

.3

.2

.7

.3

.9

.7

.6

.6

.1

.6

.0

.6

.9

.9

.6

Right EOP Elev.

Left EOP Elev.

(Grass)

(Gras s)

(Asphalt)

(Concrete)

(Conc rete)

C o n c re t e

(Grass)

(Grass)

(Grass)

(Grass)

(Grass)

(Grass)

117 118

114+00 114+20 114+40 114+60 114+80 115+00 115+20 115+40 115+60 115+80 116+00 116+20 116+40 116+60 116+80 117+00 117+20 117+40 117+60 117+80 118+00 118+20 118+40 118+60 118+80 119+00 119+20 119+40 119+60 119+80 120+00 120+20 120+40 120+60 120+80 121+00

640640

640640

LINE "0100"

NA JEL JAB

Grade Req’d

Adjust Casting To

Grade Req’d

Adjust Casting To

Grade Req’d

Adjust Casting To

Scale

Disturb Sign

Note: Do Not

Sta. 114+00 to Sta. 121+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

.0

.0

.0

.0

20.0’ 15.0’

15.0’ 15.0’

.0

.0 R

.0 R

15.0’R

.0 R

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Proposed Profile Grade Along Line "0100"

Existing Ground

E = 197.02’

L = 937.71’

T = 557.41’

R = 690.00’

= 77°51’55.34" (Lt.)

P.I. = 118+58.14

D

VHADANPOEHLV1

20250 635.80

FHFH

10678 635.52

10680 635.51

GV

FH

20109 633.10

All Stationing And Offsets Are From Line "0100" Unless Noted

K

C1

C1

Str. No. 10106

Str. No. 10107

Str. No. 10109

Str. No. 10101

+2

+5

8 +

+2

+5

+6

+1

Str. No. 10123

+1

+27

+3

F

AX

C1

C1

K

P.I. Sta. 122+72.90

S

S

S

* - Taper Proposed Curb To Match Existing Conditions.

ADA RampAX

Curb Type B-6.18C1

K

Saw CutS

Sidewalk 4"F

Str. No. 10105

S 5 5° 3

4’ 0 3" E

S 6 1°

’ 0 2"

E

Notes:

F

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Str. No. 10126

M a tc h li n e S ta .0

S e e S h e e t

M atchline Sta. 128+00.00

See Sheet

Match line

Sta.

+00 .00

See She et

P.C. Sta. 122+38.96

P.C. Sta. 123+89.76

Sta. 600+00.00 "0600"

Sta. 123+31.69 =

P.T. Sta. 122+38.45

P.T. Sta. 123+06.77

Sta. 1300+00.00 "1300"

Sta. 122+39.07 =

Str. No. 10103

Str. No. 10124

Str. No. 10128

Str. No. 10130

28.50’ Rt.

+13.99

28.50’ Rt.

+67.57

Line "0100"

S ° 2

’ 3

" W

P.C. Sta. 127+72.97

Str. No. 10133

23.50’ Lt.

+15.55

PP-04

R

22.72’ Rt.

+26.81

60.84’ Rt.

+27.66

Str. No. 10111

22.76’ Rt.

+21.29

59.96’ Rt.

+34.99

36.76’ Lt.

+42.05

28.79’ Lt.

+38.81

S

39.40’ Lt.

+48.62

36.48’ Lt.

+51.92

30.67’ Lt.

+53.57

P.T. Sta. 127+51.34

C3

+4

Const. Limits

Depressed Curb And Gutter

S ee S heet 32

For C ontinuation

See Sheet 39

For Continuation

Profile Grade

AX

SIG

(4

4"

W

SIG

(2

4"

UE

(4

4"

UE

(2

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

SS

ST

ST

ST

G V

-0.400%

P V

T

.0

E le v

.1

L O

.7

E le v

.0

P V

C

.0

E le v

.0

PVI 122+69.00

Elev 631.96

0.612%

.0

.9

.5

.1

.7

.3

.9

.9

.5

.1

.7

.3

.0

.9

.5

.4

.2

.8

.1

.1

.9

.2

.1

.7

.3

.9

.6

.2

Right EOP Elev.

Left EOP Elev.

(Grass

(Asph alt)

(Conc rete)

A s p h a lt

(A sp h a lt

(C o n c re te

(A s p h a lt)

(Co ncr ete

(Grass)

(Grass)

(Grass)

(Grass)

(Grass)

(Grass)

(Asphalt)

(Grass)

(Grass)

121+00 121+20 121+40 121+60 121+80 122+00 122+20 122+40 122+60 122+80 123+00 123+20 123+40 123+60 123+80 124+00 124+20 124+40 124+60 124+80 125+00 125+20 125+40 125+60 125+80 126+00 126+20 126+40 126+60 126+80 127+00 127+20 127+40 127+60 127+80 128+00

640640

640640

NA JEL JAB

LINE "01

00"

LI

N E

L

IN

E "1

LINE "0100"

L

IN

E "0

Grade Req’d Adjust Casting To

BLDG 98

Scale

Areas Signs In Timber Landscaped

Note: Do Not Disturb

Sta. 121+00 to Sta. 128+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

.0

.0

.0

.0

.0 R

10.0’R

.0 ’R

4.0’ R

10.0

10.0

.0 R

15.0’R

.0’

10.0’

10.0’

See Sheets 54 & 55

For Parking Lot J Detail

C3

C3

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

:1

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Proposed Profile Grade Along Line "0100"

Existing Ground

P.I. = 122+72.90

= 6°12’58.93" (Lt.)

R = 625.00’

T = 33.94’

L = 67.81’

E = 0.92’

D

P.I. = 126+08.49

= 81°14’36.87" (Rt.)

R = 255.00’

T = 218.73’

L = 361.58’

E = 80.96’

D

VHADANPOEHLV1

Typewritten Text Parking Lot "AA"

20331637.90MHT *SQUARE LID

10724637.54WV

11047637.44WV

11048637.34WV

11049637.25WV

20290636.80FH

10666636.72FH

10694636.60WV

10693636.14WV

All Stationing And Offsets Are From Line "0100" Unless Noted

P.I. Sta. 132+94.45

P.I. Sta. 129+64.73

S 19° 27’ 35" W

S 11° 10 ’ 50" E

S 11° 10 ’ 50" E

S 17 ° 48’ 32"

E

+60

+42

7 +

+01

+23

0R = 251.50’

+5

K

C1

C1

F

AX

AX

AX

K

C1

C1

C1

C1

F

Str. No. 10719

.8

.8

.4

L t.

.3

L t.

K

S S

S

F

S

S S

AX

AX

F

S

* - Taper Proposed Curb To Match Existing Conditions.

Curb Type B-6.18C1

Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Driveway ApproachD1

Sidewalk 4"F

K

Saw CutS

ADA RampAXNotes:

D1

Str. No. 10733

AX

F

S

S

C1

S

S

S

S

S

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Str. No. 10670

Str. No. 10699

M a tc h li n e S ta .0

S e e S h e e t

M a tc h lin e S ta . 1

.0

S e e S h e e t

P.T. Sta. 133+63.79

P.C. Sta. 134+82.87

P.C. Sta. 132+24.96

Str. No. 10690

Str. No. 10692

Str. No. 10697

Str. No. 10722

Str. No. 10709

Str. No. 11070

18.50’ Lt.

+54.92

18.50’ Lt.

+46.85

P.T. Sta. 131+47.31

63.50’ Lt.

+06.16

28.50’ Rt.

+86.74

28.50’ Rt.

+37.11

47.93’ Lt.

+60.42

Line "0100"

37.36’ Lt.

+62.17

32.07’ Lt.

+42.42

41.89’ Lt.

+46.34

63.50’ Lt.

+27.33

33.50’ Lt.

+36.41

PP-05

R

Curb Inlets

Open Faced

Str. No. 10668

Curb Inlets

Open Faced

Str. No. 10695

39.45’ Lt.

+60.11

33.71’ Lt.

+44.84

28.42’ Rt.

+98.91

29.72’ Rt.

+03.71

17.55’ Lt.

+08.21

23.18’ Lt.

+37.34

17.95’ Lt.

+37.33

18.72’ Lt.

+31.78

47.11’ Lt.

+54.89

39.90’ Lt.

+04.00

28.34’ Lt.

+43.52

30.39’ Lt.

+77.92

26.03’ Rt.

+00.71

26.02’ Rt.

+23.14

C3

Const. Limits

Depressed Curb And Gutter

C1

C1

Profile Grade

Parking Lot H

W F

A L

A R

B O

X

F

IR

D

P A

R T

M E

N T

E

E

SIG

(2) 4"

SIG

(4) 4"

SIG

(4) 4"

SIG

(4) 4"

SIG

SIG

UL

UL

UL

UL

UL

UL

ULUL

UL

UL

UL

UL

UL

UL

UE

"STM

"STM2‰

UL

UL

UL

UL

SIG

SIG

SIG

UCATV

UCATV

UCATV

UL

UL

UL

UL

W V

W V

W V

W V

W V

W V

C P

C P

C P

C P

ST

SS

SS

SS

ST

ST

ST

ST

ST

ST

ST

P V

C

.0

E le v

.9

H I .1

E le v

.1

PVI 129+96.00

Elev 636.41

-1.022%

P V

T

.0

E le v

.6

P V

C

.0

E le v

.0

E le v

.9

L O

.2

PVI 131+76.00

Elev 634.57

P V

T

.0

E le v

.7

2.36 1%

P V

C

.0

E le v

.8

P V

T

.0

E le v

.7

1.087%

PVI 132+98.00

Elev 637.45

P V

C

.0

E le v

.1

H I .7

E le v

.2

P V

T

.0

E le v

.0

PVI 133+90.00

Elev 638.45

-1.660%

PVI 134+88.00

Elev 636.82

P V

C

.0

E le v

.2

.5

.8

.1

.0

.1

.9

.6

.6

.1

.0

.1

.9

.8

.5

.4

.8

.0

.4

.6

.5

.3

.8

.0

.3

.2

.4

.2

.9

Right EOP Elev.

Left EOP Elev.

(Asphalt)

(Grass)

(Grass

(Concrete)

(Concrete)

(Concrete)

(Grass)

(Concrete)

(Co ncr ete

(Con crete

C o n c r e t e

(Grass)

(Asphalt)

(G ra ss)

A s p h a lt

(Grass

(Grass

(Asp halt

(G ra ss

(G ra ss

(G ra ss

(Asphalt)

128+00 128+20 128+40 128+60 128+80 129+00 129+20 129+40 129+60 129+80 130+00 130+20 130+40 130+60 130+80 131+00 131+20 131+40 131+60 131+80 132+00 132+20 132+40 132+60 132+80 133+00 133+20 133+40 133+60 133+80 134+00 134+20 134+40 134+60 134+80 135+00

640640

645 645

NA JEL JAB

LINE "0100"

BLDG 98

Scale

Sta. 128+00 to Sta. 135+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

10.0’ 10.0’

10.0’

15.0’R

.0 ’R

.0 R

20.0’R

.0 R

.0 R

.0

.0

.0

.0

5.0 ’R

See Sheets 56 & 57

For Parking Lot F Detail

C3

C3

C3

C3

C3

C3

C3

C3 C3

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Existing Ground

Proposed Profile Grade Along Line "0100"

P.I. = 129+64.73

= 30°38’24.50" (Lt.)

R = 700.00’

T = 191.76’

L = 374.34’

E = 25.79’

D

P.I. = 132+94.45

= 6°37’42.55" (Lt.)

R = 1200.00’

T = 69.49’

L = 138.83’

E = 2.01’

D P.I. = 135+39.97

= 10°52’20.51" (Lt.)

R = 600.00’

T = 57.10’

L = 113.85’

E = 2.71’

D

VHADANPOEHLV1

Typewritten Text Parking Lot "H"

10727

WV

637.98

10645

637.97

FH

637.97

FH

11039

10725

637.86

WV

10726

637.82

FH

10642

636.85

WV

636.70

10656

WV

10653

636.60

WV

WV

10654

636.55

10655

636.54

GMKR

10643

636.40

FH

10657

636.21

FH

All Stationing And Offsets Are From Line "0100" Unless Noted

P.C. Sta. 136+39.06

P.T. Sta. 135+96.73

P.I. Sta. 135+39.97

P.I. Sta. 138+34.17

C1

C1

Str. No. 10730

Str. No. 10646

Str. No. 10650

Str. No. 10592

Str. No. 10593

Str. No. 10590

40.78’ Lt.

+34.17

Str. No. 11045

28.50’ Lt.

+71.93

26.00’ Lt.

+55.54

C1

AX

AX

S

AX

AX

S

AX

AX

S

K

C1

C1

C1

F

F

S

F

S

S

F

S

K

K

Str. No. 10728

48.50’ Lt.

+96.29

AX

F

S

S

S

C1

38.50’ Lt.

+45.12

Match Exist. Elev. Req’d

Sta. 904+04.32 "0900"

Match Exist. Elev. Req’d

Sta. 900+35.10 "0900"

* - Taper Proposed Curb To Match Existing Conditions.

Curb Type B-6.18C1

Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Driveway ApproachD1

Sidewalk 4"F

K

Saw CutS

ADA RampAXNotes:

Str. No. 10569

S

Str. No. 10591

24.50’ Rt.

+02.84

P.T. Sta. 139+80.70

S

S

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Sta. 900+00.00 "0900"

Sta. 135+38.98 "0100" =

Sta. 904+32.83 "0900"

Sta. 138+94.23 "0100" =

M at ch lin e S ta . 1

+0

0.

S ee S he et

M a tc h lin e S ta . 1

.0

S e e S h e e t

Line "0100"

PP-06

Curb Inlet

Open Faced

Str. No. 10565

Curb Inlet

Open Faced

Str. No. 10567

22.38’ Lt.

+05.24

26.04’ Lt.

+11.43

37.79’ Lt.

+33.12

32.42’ Lt.

+57.11

25.00’ Lt.

+83.77

25.41’ Lt.

+90.08

25.25’ Rt.

+87.72

25.00’ Rt.

+92.11

20.35’ Rt.

+15.23 26.43’ Rt.

+94.73

21.39’ Rt.

+84.12

22.01’ Rt.

+91.10

23.00’ Rt.

+98.04

23.25’ Rt.

+93.32

25.64’ Lt.

+73.06

30.25’ Lt.

+13.62

38.50’ Lt.

+52.68

22.82’ Lt.

+91.79

Str. No. 10587

Str. No. 10589 23.21’ Lt.

+86.07

20.57’ Lt.

+72.19

17.95’ Lt.

+12.42

14.00’ Lt.

+85.31 21.10’ Lt.

+85.31

C3

Const. Limits

Depressed Curb And Gutter

Parking Lot Q

Profile Grade

E

W

W

W W

W

L

W

W

W

L

W W

SIG

(4) 4"

E

UE

(2

4"

UE

(4) 4"

UE

(2

(2

3"

SIG

SIG

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

"W

FIBER

FIBER

WV

WV

WV

WV

WVWV

SS

ST

ST

ST

ST

ST

G

L O

.4

E le v

.9

P V

T

.0

E le v

.9

P V

C

.0

E le v

.3

PVI 136+98.00

Elev 637.87

H I .4

E le v

.6

P V

T

.0

E le v

.3

-0.505%

P V

C

.0

E le v

.7

E le v

.7

L O

.5

P V

T

.0

E le v

.8

0.667%

PVI 141+42.00

Elev 635.63

.1

.3

.1

.6

.1

.6

.7

.7

.1

.6

.1

.6

.1

.3

.1

.2

.4

.0

.8

.6

.9

.3

.6

.3

.8

.3

.8

.0

Right EOP Elev.

Left EOP Elev.

(Grass)

(G ra ss )(C on cr et e)

(G ra ss

(G ra ss

(G ra ss

(A sp ha lt)

C o n c re t e

C o n c re t e

(G ra ss

(Grass)

(Grass)

(Grass)

(A sp ha lt)

(A sp ha lt)

A s p h a lt

(Concrete)

(Concrete)

(Concrete)

(A sphalt)

(C on cr et e)

C o n c re t e

(C o n c re te

135+00 135+20 135+40 135+60 135+80 136+00 136+20 136+40 136+60 136+80 137+00 137+20 137+40 137+60 137+80 138+00 138+20 138+40 138+60 138+80 139+00 139+20 139+40 139+60 139+80 140+00 140+20 140+40 140+60 140+80 141+00 141+20 141+40 141+60 141+80 142+00

640640

645 645

S 28° 40’ 53" E

S ° 4

’ 3

" E

S 28° 40’ 53" E

N

° 0 9’ " E

N

° 0 9’ " E

Curb

Depressed

+1

+12

+69

+0

+0

+71

NA JEL JAB

LIN

E "0100"

LINE "0900"

Grade Req’d

Adjust Casting To

Grade Req’d

Adjust Casting To

BLDG 58

Scale

Sta. 135+00 to Sta. 142+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

10.0’

.0 R

15.0’R

.0

.0

.0 R

12.5’R

10.0’ 10.0’

.0 R

.0

.0

.0

.0

25.0’R

.0 R

.0

.0

.0

.0

.0

Bus Stop

Tree

Do Not Disturb

See Sheets 60 - 63

For Parking Lot D Detail

C3

C3

C3

C3

C3

C3

C3

C3

C3

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Existing Ground

Proposed Profile Grade Along Line "0100"

P.I. = 135+39.97

= 10°52’20.51" (Lt.)

R = 600.00’

T = 57.10’

L = 113.85’

E = 2.71’

D

P.I. = 138+34.17

= 69°10’05.79" (Lt.)

R = 283.00’

T = 195.11’

L = 341.64’

E = 60.74’

D

P.I. = 142+48.95

= 14°01’30.22" (Rt.)

R = 270.00’

T = 33.21’

L = 66.09’

E = 2.03’

D

VHADANPOEHLV1

Typewritten Text Parking Lot "Q"

20780

638.81

FH

20809

637.79

FH

637.46

FH

20752

20751

637.42

WV

10628

636.35

WV

P.I. Sta. 144+70.38

P.T. Sta. 145+93.02

P.C. Sta. 148+42.23

N 82° 09’ 02" E

S 83° 49’ 28" E

S 83° 49’ 28" E

N 3 7’ 2

2’ 1 7" E

N 3 7’ 2

2’ 1 7" E

N 3 7’ 2

2’ 1 7" E

Str. No. 10933

P.C. Sta. 143+21.04

28.50’ Rt.

+14.49

23.50’ Rt.

+74.48

28.50’ Lt.

+70.94

38.50’ Lt.

+15.41

K

C1

C1

C1

D1

F

F

AX

C1

C1

AX

F

AX

F

AX

F

F

AX

C1

C1

K

S

S

S

S

S

S

S

S

S

28.05’ Rt.

+60.35

All Stationing And Offsets Are From Line "0100" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Curb Type B-6.18C1

Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Driveway ApproachD1

Sidewalk 4"F

K

Saw CutS

ADA RampAXNotes:

P.T. Sta. 142+81.83

F

S

Str. No. 10533

23.50’ Lt.

+24.74

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Sta. 1000+00.00 "1000"

Sta. 145+01.42 "0100" =

Sta. 1002+73.97 "1000"

Sta. 146+80.18 "0100" =

Str. No. 10563

Str. No. 10561

Str. No. 10520

M a tc h lin e S ta .0

S e e S h e e t

M a tc h lin e S ta . 1

.0

S e e S h e e t

Line "0100"

PP-07

Curb Inlet

Open Faced

Str. No. 10559

Open Faced Curb Inlet

Str. No. 10557

Curb Inlet

Open Faced

Str. No. 10535

Curb Inlet

Open Faced

Str. No. 10537

19.99’ Lt.

+02.31

P.I. Sta. 142+48.95

P.C. Sta. 142+15.74

29.40’ Lt.

+73.25

35.90’ Lt.

+80.42

24.48’ Lt.

+29.07

30.34’ Lt.

+28.75

28.50’ Lt.

+31.66

24.75’ Lt.

+44.15

24.89’ Lt.

+49.62

33.50’ Lt.

+44.73

30.43’ Lt.

+50.28

24.70’ Lt.

+50.25

24.30’ Lt.

+08.20

24.87’ Lt.

+02.89

28.76’ Rt.

+45.45

29.50’ Rt.

+28.36

19.00’ Rt.

+29.57

20.42’ Rt.

+33.93

C3

Const. Limits

Depressed Curb And Gutter

Profile Grade

W

W

F

L

W

W

W

W

W

W

W

E

SIG

E

UE

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

UL

"STM

"STM

"STM

2‰

"STM

SIG

(2) 4"

UE

UE

(2) 4"

"STM

2‰

"STM

REPO

RTED

UL

W V

W V

SS

ST

ST

ST

ST

SS

SS

SS

ST

ST

ST

P V

C

.0

E le v

.1

H I .6

E le v

.1

PVI 142+41.00

Elev 636.29

-0.948%

P V

C

.0

E le v

.3

L O

.5

E le v

.2

P V

T

.0

E le v

.3

PVI 143+68.00

Elev 635.09

1.065%

P V

C

.0

E le v

.1

H I .7

E le v

.3

P V

T

.0

E le v

.2

P V

C

.0

E le v

.1

PVI 145+90.00

Elev 637.45

PVI 146+56.00

Elev 637.01-0.667%

-1.352%

P V

T

.0

E le v

.6

P V

C

.0

E le v

.7

P V

T

.0

E le v

.6

E le v

.5

L O

.1

PVI 147+72.00

Elev 635.44

0.891%

P V

T

.0

E le v

.0

.4

.1

.2

.1

.1

.4

.3

.3

.2

.1

.1

.4

.1

.4

.0

.6

.3

.6

.2

.4

.8

.7

.4

.4

.3

.4

.6

.5

Right EOP Elev.

Left EOP Elev.

(C on cre te)

(A sp ha lt)

(Gr as s)

(Grass)

(A sp ha lt)

(Aspha lt)

(Concrete)

(Con cret

e) (Co nc ret

e) (Grass)

(C o n crete)

(Asphalt)

(G ra s s

C o n c re t e

(Grass)

(Grass)

(Grass)

(Grass)

142+00 142+20 142+40 142+60 142+80 143+00 143+20 143+40 143+60 143+80 144+00 144+20 144+40 144+60 144+80 145+00 145+20 145+40 145+60 145+80 146+00 146+20 146+40 146+60 146+80 147+00 147+20 147+40 147+60 147+80 148+00 148+20 148+40 148+60 148+80 149+00

640640

640640

+29

+47 +

+88

+15

+9

+94

5+1

+8

7 +

NA JEL JAB

LINE "0100"

LIN

E "

BLDG 101

Scale

Sta. 142+00 to Sta. 149+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

.0

.0

25.0’

25.0’

15.0’R

.0 R

10.0’

10.0’

20.0’

.0 R

15.0’R

.0

.0

20.0

20.

0’

20.

0’R

.0 R

20.

0’

20.

0’

.0

.0

10.0’R

.0 R

.0 R

Tree

Do Not Disturb

V Detail See Sheets 64 & 65

For Parking Lot B &

C3

C3

C3

C3

C3

C3

C3

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Existing Ground

Proposed Profile Grade Along Line "0100"

P.I. = 142+48.95

= 14°01’30.22" (Rt.)

R = 270.00’

T = 33.21’

L = 66.09’

E = 2.03’

D

P.I. = 144+70.38

= 58°48’15.10" (Lt.)

R = 265.00’

T = 149.33’

L = 271.98’

E = 39.18’

D

P.I. = 149+64.90

= 38°37’46.44" (Lt.)

R = 350.00’

T = 122.67’

L = 235.97’

E = 20.87’

D

VHADANSHOVIM1

Polygon

VHADANSHOVIM1

Callout Not in Contract

VHADANPOEHLV1

Typewritten Text Parking Lot "C" Not in Contract

VHADANPOEHLV1

Typewritten Text Parking Lot "Z" Not in Contract

20770638.42FH

638.41WV 20769

637.4810839WV

637.3810807WV

10840637.36WV

10808GV637.30

10809637.18GV

10841637.13FH

10812636.93WV

10852636.62GV

10851636.58GMKR

10842636.50FH

10811636.37WV

10813636.23WV

10814636.10FH

10853635.94GV

P.T. Sta. 155+37.61

P.I. Sta. 149+64.90

N 37° 22’ 17" E

N 1° 15’ 30" W

N 1° 15’ 30" W

N 1° 15’ 30" W

S

W

Str. No. 10554

Str. No. 10524

Str. No. 10530

Str. No. 10526

Str. No. 10467

+31

23.50’ Lt.

+21.66

+57

23.50’ Lt.

+67.30

+62 +81

23.50’ Rt.

+91.54

+90 +14

+32

+55

+74

+94

P.I. Sta. 154+81.38

+5

33.50’ Rt.

+39.58

+02

43.50’ Rt.

+01.83

38.50’ Lt.

+65.61

28.50’ Lt.

+16.96

38.50’ Lt.

+80.18

Sta. 200+00.00 "0200"

Sta. 154+68.81 =

K

C1

C1

C1

F

AX

C1

AX

AX

AX

AX

AX

AX

AX

F

F

F F

F F

F

C1 C1

C1

C1

K

Sta. 1100+00.00 "1100"

Sta. 152+00.64 =

S

S S

S

S

S

S

S

P.T. Sta. 150+78.20

All Stationing And Offsets Are From Line "0100" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Curb Type B-6.18C1

Sidewalk 4"F

K

Saw CutS

ADA RampAXNotes:

Sta. 1102+59.46 "1100"

Sta. 15+344.54 = 23.50’ Rt.

+52.35 P.C. Sta. 153+83.00

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

M a tc h lin e S ta .0

S e e S h e e t

Matchline Sta. 156+00.00

See Sheet

Line "0100"

PP-08

Curb Inlet

Open Faced

Str. No. 10473

Curb Inlet

Open Faced

Str. No. 10475

Str. No. 10465

39.12’ Lt.

+71.24

23.82’ Lt.

+71.25

28.50’ Lt.

+28.94

29.46’ Lt.

+26.90

23.84’ Lt.

+26.90

22.67’ Lt.

+97.73

22.79’ Lt.

+92.57

29.01’ Lt.

+18.63

23.37’ Lt.

+18.59

32.93’ Lt.

+77.31

23.04’ Lt.

+77.33

19.79’ Lt.

+30.25

14.00’ Lt.

+30.25

24.50’ Rt.

+27.01

24.50’ Rt.

+32.75

C3

+20

+25

+16

+22

Const. Limits

Depressed Curb And Gutter

S e e S h e e t 2

F o r C o n tin u a tio n

S e e S h e e t 4

F o r C o n tin u a tio n

Profile Grade

W W

W

W

W

W

W

W

W

UL

UL

UL

UL

UL

UL

UL UL UL UL

UL

UL

ULUL

W V

W V

W V

W V

W

VW

V

W V

SS

SS

SS

ST

ST

ST

ST

G

G V G V

G V

G V

G

P V

C

.0

E le v

.0

H I .7

E le v

.2

P V

T

.0

E le v

.0

PVI 150+03.00

Elev 637.50

-0.974%

P V

C

.0

E le v

.1

E le v

.0

L O

.3

P V

T

.0

E le v

.2

PVI 152+67.00

Elev 634.93

P V

C

.0

E le v

.0

H I .4

E le v

.3

P V

T

.0

E le v

.1

PVI 154+71.00

Elev 637.60

1.309% -1.158%

.0

.3

.3

.1

.4

.0

.8

.8

.4

.0

.3

.3

.1

.0

.5

.2

.4

.4

.4

.6

.2

.2

.5

.5

.3

.6

.2

.1

Right EOP Elev.

Left EOP Elev.

(Asphalt)

(Grass)

(Asphalt)

(Concrete)

(Grass)

(Grass)

(Asphalt)

(Asphalt)

(Concrete)

(Grass)

(Grass)

(Grass)

(Grass)

(Concrete)

(Concrete)

C o n c r e t e

(Asphalt)

(A s p h a lt)

(Asphalt)

N o t

F ie ld

L o c a t e d

(G ra s s

(Grass)

151 152 153 154

150615071507 1507

149+00 149+20 149+40 149+60 149+80 150+00 150+20 150+40 150+60 150+80 151+00 151+20 151+40 151+60 151+80 152+00 152+20 152+40 152+60 152+80 153+00 153+20 153+40 153+60 153+80 154+00 154+20 154+40 154+60 154+80 155+00 155+20 155+40 155+60 155+80 156+00

640640

645 645

LINE "1100"

LINE "0100"

NA JEL JAB

LINE "0200"

LINE "1500"

Grade Req’d

Adjust Casting To

Grade Req’d

Adjust Casting To

BLDG 102

Scale

Sta. 149+00 to Sta. 156+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

.0

.0

12.0’12.0’

.0’

R

.0 R

.0 R

.0 R

.0 R

.0 R

10.0’R .0’

R

.0 ’R

.0 R

20.0’ 20.0’

15.0’ 15.0’

.0

.0

V Detail See Sheets 64 & 65

For Parking Lot B &

V Detail See Sheets 64 & 65

For Parking Lot B &

Detail See Sheet 66 & 67

For Parking Lot O

C3

C3

C3

C3

C3

C3

C3

C3

Const. Limits

BLDG 26

BLDG 125

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Existing Ground

Proposed Profile Grade Along Line "0100"

P.I. = 149+64.90

= 38°37’46.44" (Lt.)

R = 350.00’

T = 122.67’

L = 235.97’

E = 20.87’

D

P.I. = 154+81.38

= 89°55’49.61" (Lt.)

R = 98.50’

T = 98.38’

L = 154.60’

E = 40.72’

D

VHADANSHOVIM1

Polygon

VHADANSHOVIM1

Callout

10856

637.82

WV

10857

637.55

FH

10858

636.94

WV

10892

635.87

WV

10891

635.71

WV

20621

635.67

CMBX

10890

635.48

FH

P.C. Sta. 161+42.95

P.T. Sta. 162+55.31

P.T. Sta. 158+35.85

P.I. Sta. 157+87.25

P.I. Sta. 162+05.19

S

° 4 8’ " W N 30° 01’ 59" W

N 30° 01’ 59" W

N 30° 01’ 59" W S

° 3 9’ " W

Sta. 400+00.00 "0400"

Sta. 158+57.32 =

Sta. 800+00.00 "0800"

Sta. 160+53.85 = Sta. 207+87.53 "0200"

Sta. 161+25.63 =

K

Str. No. 10502

Str. No. 10481

Str. No. 10483

Str. No. 10485

Str. No. 10487

Str. No. 10250

Str. No. 10248

Str. No. 10244

Str. No. 10240

Str. No. 10237

Str. No. 10235

+52

+63

38.50’ Rt.

+86.98

+36

43.50’ Rt.

+59.37

+08

23.50’ Rt.

+00.43

+91

38.50’ Lt.

+16.35

K

C1

C1

AX

AX

F

AX

AX

S

AX

S

AX

F

AX

S

S

AX

AX

F

C1

C1

C1

C1

C1 K

S

S

S

F

S

S

F

S

F

F

Curb Type B-6C2

All Stationing And Offsets Are From Line "0100" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Curb Type B-6.18C1

Sidewalk 4"F

K

Saw CutS

ADA RampAXNotes:

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Str. No. 10445

Str. No. 10246

Str. No. 10231

M a tc h lin e S ta .0

S e e S h e e t

M a tc h lin e S ta . 1

.0

S e e S h e e t

Line "0100"

PP-09

Curb Inlet

Open Faced

Str. No. 10479

Curb Inlet

Open Faced

Str. No. 10477

P.C. Sta. 157+26.98 14.00’ Lt.

+42.57

19.74’ Lt.

+41.92

21.88’ Lt.

+38.63

33.50’ Lt.

+32.82

27.70’ Lt.

+38.37

41.77’ Lt.

+40.90 42.19’ Lt.

+45.67

27.71’ Lt.

+77.51

27.77’ Lt.

+72.51

32.50’ Lt.

+82.82

22.08’ Lt.

+85.21

22.01’ Lt.

+90.27

Str. No. 10241

43.50’ Lt.

+30.26

22.68’ Lt.

+09.29

22.28’ Lt.

+14.80

31.93’ Rt.

+72.83

40.26’ Rt.

+72.73

24.12’ Rt.

+21.32

24.07’ Rt.

+12.25

25.78’ Rt.

+95.19

23.16’ Rt.

+99.23

24.79’ Rt.

+07.45

23.22’ Rt.

+02.00

S

26.55’ Rt.

+09.49

S

33.50’ Rt.

+99.18

14.87’ Rt.

+87.97

C3

Const. Limits Depressed Curb And Gutter

See Sheet 30

For Continuation

S e e S h e e t 3

F o r C o n tin u a tio n

See Sheet 25

For Continuation

Profile Grade

S

"STM

E

E

TRANSFORMER PAD

CONCRETE

L

UL

UL

UL

"STM

"STM10

E

UL

UL

UL

UL

UL

UL

SIG

SIG

(4) 4"

SIG

(4) 4"

SIG

(4) 4"

SIG

SIG

SIG

UE

(6) 4"

UE

UE

UE

UE

UE

(6) 4"

UL

"STM

"STM

"STM

"STM

W

(2) 4"UE

UL

UL

UL

W V

W V

W V

W V

COMM

CPCP

SS

SS

ST

ST

ST

ST

SS

ST

ST

ST

ST

ST

ST

ST

SS

G

P V

C

.0

E le v

.7

Elev 635.33

P V

T

.0

E le v

.6

E le v

.5

L O

.2

0.963%

PVI 159+08.00

Elev 637.65

P V

C

.0

E le v

.1

H I .6

E le v

.4

P V

T

.0

E le v

.1

-0.976%

PVI 156+67.00

.4

.3

.1

.5

.5

.5

.5

.5

.5

.5

.5

.4

.3

.1

.1

.6

.6

.3

.6

.5

.4

.6

.6

.4

.7

.7

.8

.8

Right EOP Elev.

Left EOP Elev.

A s p h a lt

(Grass)

(Asphalt)(A sp ha lt

(Asphalt)

(Grass)

(C on cr et e)

(G ra ss

(Asphalt)

(Grass)

(Grass)

(Grass)

(Concrete)

(G ra ss

(Concrete)

A s p h a lt

(Asphalt)

(A sp ha lt)

(A sp ha lt)

(Grass)

(Grass)

(Grass)

(Grass)

156+00 156+20 156+40 156+60 156+80 157+00 157+20 157+40 157+60 157+80 158+00 158+20 158+40 158+60 158+80 159+00 159+20 159+40 159+60 159+80 160+00 160+20 160+40 160+60 160+80 161+00 161+20 161+40 161+60 161+80 162+00 162+20 162+40 162+60 162+80 163+00

640640

NA JEL JAB

LINE "0100"

L

IN

E

LI

NE

"0

0"

LI

N E "0

0"

BLDG 72

BLDG 103

Scale

Sta. 156+00 to Sta. 163+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

.0

.0

.0

.0

.0

.0

.0 R

20.

0’R

25.0’

15.0’

15.0’

25.0’

.0 R

25.0 ’R

25.0’R

.0 R

.0 ’R

20.0’R

Detail See Sheets 66 & 67

For Parking Lot O

Detail See Sheets 68 & 69

For Parking Lot A

C3

C3

C3

C3

C3

C3

Const. Limits

BLDG 102

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

:2

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Existing Ground

Proposed Profile Grade Along Line "0100"

P.I. = 157+87.25

= 61°09’20.79" (Rt.)

R = 102.00’

T = 60.27’

L = 108.87’

E = 16.48’

D

P.I. = 162+05.19

= 61°18’37.54" (Lt.)

R = 105.00’

T = 62.23’

L = 112.36’

E = 17.06’

D

VHADANPOEHLV1

Polygon

VHADANPOEHLV1

Typewritten Text Not in Contract

VHADANPOEHLV1

Parking Lot "U"

635.80

FH

2025010678

635.52

FH

10680

635.51

GV

P.C. Sta. 166+66.49

P.C. Sta. 167+71.21

P.T. Sta. 167+17.88 P.I. Sta. 165+80.37

P.I. Sta. 166+92.25

S 88° 39’ 24" W

S 5 0° 2

7’ 4 5" W

S

° 3 8’ " W

P.I. Sta. 168+44.82

S 0° 8’ 2" W

K

Str. No. 11101

Str. No. 10182

Str. No. 10180

Str. No. 10154

Str. No. 10152

Str. No. 10163

Str. No. 10186

Str. No. 10164

Str. No. 10135

Str. No. 10167

Str. No. 10143

Str. No. 10139

Str. No. 10133

+32

+55

P.C. Sta. 165+35.43

P.T. Sta. 166+35.42

18.50’ Rt.

+11.17

18.50’ Rt.

+46.21

+36

19.50’ Rt.

+63.16

Sta. 804+35.13 "0800"

Sta. 164+43.49 =

33.50’ Lt.

+11.99

33.50’ Lt.

+75.10

+2

26.00’ Lt.

+36.07

C1

C1

F

C1

C1

C1

C1

C1

C1

K

(Asphalt)

S

634.97

P.T. Sta. 169+17.56

End Project

All Stationing And Offsets Are From Line "0100" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Notes: Curb Type B-6.18C1

Sidewalk 4"F

K

Saw CutS R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Str. No. 10150

M a tc h lin e S ta .0

S e e S h e e t

(Grass)(Grass)

(Grass)

(Asphalt)

(A s p h a lt

(Grass) (Concrete)

(Concrete)

(A sp ha lt)

(C o n cr e te

(Asphalt)

(Gra ss)

(Gra ss)

(Gra ss)

(Gra ss)

(Asp halt)

(Grass)

(A s p h a lt

(Gra ss)

Line "0100"

PP-10

Str. No. 10147

Str. No. 10141

23.67’ Lt.

+34.71

19.20’ Lt.

+40.42

C3

Const. Limits

Depressed Curb And Gutter

Str. No. 10183 S e e S h e e t

F o r

C o n ti n u a ti o n

See Sheet 33

For Continuation

See Sheet 38

For Continuation

See Sheet 32

For Continuation

See Sheet 18

For Continuation

For Continuation

See Sheet 19

Profile Grade

"STM

"STM

1‰

"STM

1‰

E

E

E E

"STM

"STM

TR

ANSF

ORMER

PAD

CONCRETE

PAD

TR

ANSF

ORMER

CONCRETE

W

E

UL

UL

UL

UL

UL

UL

UL

UL

E

E

E

E

SIG

(3

4"

SIG

SIG

(4) 4"

SIG

(2

4"

SIG

SIG

SIG

(3

4"

SIG

SIG

(3

SIG

(2

4"

SIG

(2

4"

SIG

(4) 4"

SIG

(4

4"

SIG

W

SIG

SIG

UE

(2) 4"

UE

UE

UE

UE

(4) 4"

UE

UE

UE

(2

4"

UE

(4) 4"

UE

(4) 4"

UE

(2

4"

UE

UE

UL

UL

UL

UL

UL

UL

UL

UE

(2) 4"

"STM

"STM2

"STM

UL

UL

UL

UL

UL

UL

UL

UL

UL

SIG

SIG

(2

4"

UL

UL

UL

UL

UL

N

TRANS

SS

SS

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

GV

E le v

.7

P V

C

.0

L O

.7

P V

T

.0

E le v

.6

E le v

.6

PVI 163+28.00

Elev 633.55

0.559%

P V

C

.0

E le v

.0

H I .6

E le v

.2

PVI 164+71.00

Elev 634.35

P V

T

.0

E le v

.0

-0.589%

P V

C

.0

E le v

.6

PVI 166+46.00

Elev 633.32

E le v

.4

L O

.5

P V

T

.0

E le v

.6

0.625%

PVI 169+20.00

Elev 635.03

.7

.9

.3

.4

.0

.6

.6

.0

.3

.4

.9

.7

.3

.5

.0

.4

.7

.1

.8

.9

.1

.5

.6

.2

.9

Right EOP Elev.

Left EOP Elev.

163+00 163+20 163+40 163+60 163+80 164+00 164+20 164+40 164+60 164+80 165+00 165+20 165+40 165+60 165+80 166+00 166+20 166+40 166+60 166+80 167+00 167+20 167+40 167+60 167+80 168+00 168+20 168+40 168+60 168+80 169+00 169+20 169+40

640640

640640

NA JEL JAB

LINE "0100"

LINE "0800"

LINE "0600"

Scale

Sta. 163+00 to Sta. 169+40 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

.0

.0

12.0’

12.0’

5.0’R

6.

0’

R

5.0’R

20.

0’R

.0 R

10.0

.5 R

Detail See Sheets 68 & 69

For Parking Lot A

Detail See Sheets 54 & 55

For Parking Lot J

C3

Const. Limits

BLDG 49

BLDG 103

BLDG 98

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Existing Ground

Proposed Profile Grade Along Line "0100"

P.I. = 166+92.25

= 9°48’53.56" (Lt.)

R = 300.00’

T = 25.76’

L = 51.39’

E = 1.10’

D P.I. = 168+44.82

= 15°14’45.30" (Lt.)

R = 550.00’

T = 73.61’

L = 146.35’

E = 4.90’

D

VHADANPOEHLV1

Typewritten Text Parking Lot "AA"

10839 637.48

WV

10807 637.38

WV

10808 637.30

GV

10809 637.18

GV

10841 637.13

10812

WV

636.93

10811 636.37

WV

636.23 10813

WV

10814

636.10

FH

10892

WV

635.87

10891 635.71

WV

20621 635.67

CMBX

10890 635.48

FH

20612

WV

634.72

20611 634.72

FH

10889

WV

633.94

10888 633.61

FH

P.C. Sta. 200+25.22

P.C. Sta. 200+56.33

P.C. Sta. 201+55.81

P.C. Sta. 203+11.90

Str. No. 10244

P.I. Sta. 200+40.31

P.I. Sta. 202+00.47

P.I. Sta. 200+95.83

P.I. Sta. 203+43.55

P.I. Sta. 206+33.47

P.I. Sta. 207+49.79

21.50’ Lt.

+31.68

+3

+73

21.50’ Lt.

+84.69

41.50’ Rt.

+37.54

41.50’ Lt.

+31.04

+9

41.50’ Lt.

+18.89

Str. No. 10396

P.C. Sta. 207+27.89

+54

41.50’ Rt.

+29.47

P.C. Sta. 203+75.97

+95

46.50’ Rt.

+21.28

+3

+5

+8

+0

+3

21.50’ Rt.

+15.33

+6

2 +

Str. No. 10409

26.50’ Rt.

+52.20

17.50’ Rt.

+31.04

C1

C2

K

D1

C1

C1

C1

C1

AX

S

AX

C1 F

C1

C1

AX

AX

F

S

R

C1

C1

K

S

F

S

S

F

S

P.T. Sta. 200+54.54

P.T. Sta. 201+35.22

P.T. Sta. 202+42.24

P.T. Sta. 203+74.79

P.T. Sta. 204+88.15

P.T. Sta. 206+75.42

P.T. Sta. 207+71.02

637.36

P.O.C. Sta. 154+68.81 "0100"

Sta. 200+00.00 =

Begin Construction

635.16

Sta. 161+25.63 "0100"

Sta. 207+87.53 =

End Construction

Curb Type B-6.18C1

ADA RampAX

Curb Type B-6C2

Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA FOR DRIVEWAY APPROACHD1

Sidewalk 4"F

K

Saw CutS

All Stationing And Offsets Are From Line "0200" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Notes:

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

R

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Sta. 300+00.00 "0300"

Sta. 203+82.78 "0200" =

Str. No. 10394

Str. No. 11084

Str. No. 10405

Str. No. 10403

Str. No. 10407

Str. No. 10415

Str. No. 10414

R

Sta. 200+00 to Sta. 207+80 Plan and Profile Sheet

(Asphalt)

(Grass)

(Asphalt)

(A sp h a lt)

(G ra ss

(C on cr et e)

(C on cr et e)

(C on cr et e)

(Concrete)

(Grass)

(Grass)

(Asphalt)

(A sp ha lt)

(A s p h a lt)

(A sp ha lt)

(G ra ss)

(Asphalt)

(G ra ve l)

(Grass)

(C on cr et e)

(Grass)

(Grass)

(Grass)

(Grass)

(Grass)

(Grass)

(A s p h a lt

Line "0200"

PP-11

22.12’ Lt.

+58.98

22.12’ Lt.

+91.99

23.01’ Lt.

+62.08 23.49’ Lt.

+66.46

Str. No. 10416

P.C. Sta. 205+91.46

Str. No. 10417

23.34’ Lt.

+83.38

23.31’ Lt.

+88.78

21.50’ Rt.

+71.41

23.71’ Rt.

+72.67

S

26.50’ Rt.

+25.61

21.25’ Rt.

+39.33

Str. No. 10399

Str. No. 10397

P.I. Sta. 204+34.19

S

23.19’ Rt.

+53.44

21.50’ Rt.

+63.49

23.59’ Rt.

+68.41

23.05’ Rt.

+72.38

21.50’ Rt.

+73.80

21.18’ Rt.

+84.02

Str. No. 10400

21.20’ Rt.

+03.83

S

Str. No. 1043021.50’ Rt.

+28.35

23.40’ Rt.

+39.69

23.50’ Rt.

+68.14

19.33’ Rt.

+60.12

S

17.99’ Rt.

+64.34

Str. No. 10411

18.11’ Rt.

+79.24

10.00’ Rt.

+52.26

Str. No. 10413

22.39’ Rt.

+25.93

C3

Const. Limits

Depressed Curb And Gutter

See Sheet 22

For Continuation

See Sheet 23

For Continuation

See Sheet 23

For Continuation

S e e S h e e t 2

F o r C o n tin u a tio n

See Sheet 41 For Continuation

For Continuation

See Sheet 26

Profile Grade

W

E

W

"STM

"STM

E

E

TRAN

SFO

RM

ER PAD

CO

N

CRETE

E

UL

ULUL

UL

UL

SIG

(3) 4"

SIG

(4

SIG

(4

SIG

(4

SIG

(4) 4"

SIG

(4) 4"

SIG

(4) 4"

SIG

(4) 4"

SIG

(4) 4"

SIG

(3

SIG

(4) 4"

SIG

E E

UE

(4) 4"

UE

(2) 4"

UE

(6) 4"

UE

(6) 4"

UE

(6) 4"

UE

UE

(6

UE

(6) 4"

"STM1

"STM2

UL

UL

UL

UL

UL

UL

W

W

W

(2) 4"U E

UL

M .H

W V

W V

W V

W V

W V

W V

W V

W V

W V

W V

COMM

CP

SS

SS

ST

SS

SS

ST

ST

SS

SS

SS

SS

SS

SS

GV

GV

G

PVI 200+00.00

Elev 637.36

PVI 200+12.00

Elev 637.12

-2.000%

0.500%

P V

C

.0

E le v

.3

H I .3

E le v

.4

PVI 201+60.00

Elev 637.86

P V

T

.0

E le v

.2

-1.567%

P V

C

.0

E le v

.8

PVI 204+00.00

Elev 634.10

L O

.5

E le v

.2

P V

T

.0

E le v

.3

0.429%

P V

C

.0

E le v

.7

H I .2

E le v

.8

PVI 206+10.00

Elev 635.00

P V

T

.0

E le v

.5

-0.727%

P V

C

.0

E le v

.4

E le v

.3

L O

.3

PVI 207+20.00

Elev 634.20

P V

T

.0

E le v

.6

1.531%

PVI 207+75.52

Elev 635.05

PVI 207+87.53

2.000

Elev 635.29

.4

.1

.4

.6

.5

.3

.1

.1

.6

.4

.2

.8

.1

.2

.1

.1

.2

.1

.8

.2

.4

.6

.1

.3

.1

.5

.6

.4

.1

.4

.4

.3

.4

.2

.9

.4

.7

.0

.5

.5

.6

.6

.7

.7

.6

.4

.3

.3

.4

.3

.0

.4

.6

.8

.3

.3

.5

.7

.8

.6

.3

.6

Right EOP Elev.

Left EOP Elev.

200+00 200+20 200+40 200+60 200+80 201+00 201+20 201+40 201+60 201+80 202+00 202+20 202+40 202+60 202+80 203+00 203+20 203+40 203+60 203+80 204+00 204+20 204+40 204+60 204+80 205+00 205+20 205+40 205+60 205+80 206+00 206+20 206+40 206+60 206+80 207+00 207+20 207+40 207+60 207+80

NA JEL JAB

LINE "0200"

LI

NE

"0

0"

LINE "0100"

L

IN

E

EARTHWORK SUMMARY BALANCE No. 2

BORROW =

COMMON EXCAVATION =

Scale

LINE "0200" STA. 200+00.00 TO STA. 207+87.53

FILL (25% SHRINKAGE) =

FILL =

CUT =

53 Cys

854 Cys

66 Cys

66 Cys

854 Cys

BLDG 64

1" = 2’ Vertical 1" = 20’ Horizontal

.0 R

10.0’ R

.0 R

.0 R

.0 ’R

.0’

R

35.0’R

.0 ’R

10.0’R

.0 ’R

10.0’R

.0 R

10.0’R

.0 R

6.0’R

.0

.0

.0

.0

.0

.0

.0

.0

10.0

10.0’

Detail See Sheets 66 & 67

For Parking Lot O

Detail See Sheets 70 & 71

For Parking Lot M

C3

C3

C3

C3

C3

C3

BLDG 26

BLDG 69

UNSUITABLE FOR USE AS FILL

ALL EXCAVATED MATERIAL SHALL BE

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Proposed Profile Grade Along Line "0200"

Existing Ground

P.I. = 200+40.31

= 33°35’49.63" (Lt.)

R = 50.00’

T = 15.09’

L = 29.32’

E = 2.23’

D

P.I. = 200+95.83

= 7°31’59.85" (Lt.)

R = 600.00’

T = 39.50’

L = 78.89’

E = 1.30’

D

P.I. = 202+00.47

= 35°37’44.63" (Lt.)

R = 139.00’

T = 44.67’

L = 86.44’

E = 7.00’

D

P.I. = 203+43.55

= 16°00’57.24" (Lt.)

R = 225.00’

T = 31.65’

L = 62.89’

E = 2.22’

D

P.I. = 204+34.19

= 37°48’32.95" (Lt.)

R = 170.00’

T = 58.22’

L = 112.18’

E = 9.69’

D

P.I. = 206+33.47

= 5°31’45.93" (Lt.)

R = 870.00’

T = 42.01’

L = 83.96’

E = 1.01’

D

P.I. = 207+49.79

= 24°42’28.59" (Lt.)

R = 100.00’

T = 21.90’

L = 43.12’

E = 2.37’

10793635.04WV

20612634.72WV

20611634.72FH

10799633.85WV

10801633.85WV

20555633.79CMBX

633.76CMBX20556

10800FH633.57

10802633.28FH

20544632.93GMKR

MHT 20559632.10

20558632.08MHT

300+00 300+20 300+40 300+60 300+80 301+00 301+20 301+40 301+60 301+80 302+00 302+20 302+40 302+60 302+80 303+00 303+20 303+40 303+60 303+80 304+00 304+20 304+40 304+60 304+80 305+00 305+20 305+40 305+60 305+80 306+00 306+20 306+40 306+60 306+80 307+00

P.C. Sta. 304+42.12

P.C. Sta. 305+20.85

Str. No. 10805

Str. No. 10803

Str. No. 10339

Str. No. 10337

Str. No. 10335

K

K

C2

16.00’ Rt.

+29.64

+2

Str. No. 10440

26.50’ Lt.

+85.13

+99

+2

+85

+1

+4

+42

36.50’ Rt.

+16.94

+75 36.50’ Rt.

+09.96

+74 26.50’ Lt.

+59.77

Str. No. 10327

Str. No. 10333

Str. No. 10332

K

C1

C1

K

C1

C1

S

AX

C1

C1

D1

D1D1

D1

AX

C1

P.I. Sta. 300+53.87

P.O.T. Sta. 705+66.75 "0700"

P.T. Sta. 305+10.33 =

P.I. Sta. 306+41.29

S

F

S F

S

S

S

P.C. Sta. 300+24.68

P.T. Sta. 300+81.13

Notes:

All Stationing And Offsets Are From Line "0300" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal R

Curb Type B-6.18

ADA Ramp

Curb Type B-6

AX

C1

C2

Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA FOR DRIVEWAY APPROACHD1

Sidewalk 4"F

K

Saw CutS

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Sta. 1500+00.00 "1500"

Sta. 1401+16.36 "1400" =

Str. No. 10296

Str. No. 10797

M a tc h lin e S ta . 3

.0

S e e S h e e t

(Asphalt)

(Grass)

(A sp h a lt)

(Grass)

(Grass)

(A s p h a lt)

(Grass)

(Asphalt)

(C o n c re te

(Grass)

(Grass)

(Concrete)

(C o n c re te

(C o n c re te

(Grass)

(Concrete)

(Grass)

(Grass)

(Grass)

(C o n c re te

Line "0300"

PP-12

Curb Inlet

Open Faced

Str. No. 10329

21.75’ Lt.

+01.16 21.86’ Lt.

+17.48

26.50’ Lt.

+33.54

23.00’ Lt.

+48.46

31.50’ Lt.

+68.18 23.00’ Lt.

+53.60

22.02’ Lt.

+87.60

26.71’ Lt.

+27.45

31.50’ Lt.

+26.00

21.92’ Lt.

+06.34

Sta. 1400+00.00 "1400"

Sta. 304+52.77 "0300" =

37.46’ Lt.

+74.84 36.44’ Lt.

+71.38

17.28’ Lt.

+53.00

P.I. Sta. 304+77.10

26.18’ Lt.

+77.94

24.81’ Lt.

+80.69

C3

Const. Limits

Depressed Curb And Gutter

See Sheet 25

For Continuation S e e S h e e t

F o r

C o n ti n u a ti o n

634.66

P.O.C. Sta. 203+82.78 "0200"

Sta. 300+00.00 =

Begin Construction

F o r

C o n ti n u a ti o n

S e e S h e e t

See Sheet 34

For Continuation

See Sheet 40

For Continuation

Profile Grade

UL

UL

UL

UL

UL

UL

UL

SIG

UE

UL

UL

ULULUL

UL

UL

UL

UL

UL UL

UL

8W

8W

7 8

W V

W

VW

V

COMM

COMM

W V

ST

SS

SS

ST

ST

ST

ST

ST

SS

#44

Elec. M.H.

#11A

Sig. M.H.

G

E le v

.1

P V

C

.0

Elev 634.08

Elev 634.48

PVI 300+20.00

PVI 300+00.00

-2.000%

E le v

.2

P V

C

.0

E le v

.7

P V

T

.0

-2.911%

P V

T

.0

E le v

.2

P

V C

.0

E le v

.1

-0.879%

PVI 300+76.00

Elev 632.45 PVI 301+34.00

Elev 631.94

L O

.3

E le v

.0

E le v

.1

P V

T

.0

0.854%

P V

C

.0

E le v

.9

PVI 303+05.00

Elev 633.40

E le v

.2

H I .7

E le v

.0

P V

T

.0

-0.764%

P V

C

.0

E le v

.7

P V

T

.0

E le v

.9

Elev 632.52

PVI 304+20.00

-2.470%

P V

C

.0

E le v

.7

PVI 305+18.00

Elev 630.10

E le v

.7

P V

T

.0

-1.239%

P V

C

.0

E le v

.5

E le v

.3

L O

.0

Elev 628.18

PVI 306+73.00

.9

.2

.8

.2

.7

.9

.8

.4

.5

.3

.4

.8

.2

.2

.2

.2

.8

.4

.3

.5

.4

.8

.9

.7

.8

.2

.9

.2

.7

.9

.2

.2

.6

.9

.2

.9

.7

.7

.4

.6

.1

.6

.4

.2

.2

.0

.5

.9

.1

.0

.6

.7

.5

.7

.0

.4

.4

Right EOP Elev.

Left EOP Elev.

301 302 303 304

150015011502

NA JEL JAB

LINE "0300"

L

IN

E

LINE "1500"

L

IN

E

LINE "1600"

L

IN

E "0

Scale

EARTHWORK SUMMARY BALANCE No. 3

BORROW =

COMMON EXCAVATION =

LINE "0300" STA. 300+00.00 TO STA. 323+21.62

FILL (25% SHRINKAGE) =

FILL =

CUT =

22 Cys

2,473 Cys

28 Cys

28 Cys

2,473 Cys

Sta. 300+00 to Sta. 307+00 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

4.5’R

.0 ’R

.0 R

10.0’ 10.0’

.0 R

30.0’ 30.0’

.0

.0

.0

.0

.0 R

.0 ’R

.0 R

.0 R 15.0’R

C3 C3

BLDG 19

UNSUITABLE FOR USE AS FILL

ALL EXCAVATED MATERIAL SHALL BE

BLDG 64

BLDG 100

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Proposed Profile Grade Along Line "0300"

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Proposed Left Edge Of Pavement, Plotted 2’ Above Datum

Existing Ground

P.I. = 300+53.87

= 35°56’24.49" (Lt.)

R = 90.00’

T = 29.19’

L = 56.45’

E = 4.62’

D

P.I. = 304+77.10

= 31°15’46.28" (Rt.)

R = 125.00’

T = 34.97’

L = 68.20’

E = 4.80’

D

P.I. = 306+41.29

= 55°47’46.54" (Lt.)

R = 227.50’

T = 120.45’

L = 221.55’

E = 29.92’

GMKR

20487 631.32

20494 629.13

FH

307+00 307+20 307+40 307+60 307+80 308+00 308+20 308+40 308+60 308+80 309+00 309+20 309+40 309+60 309+80 310+00 310+20 310+40 310+60 310+80 311+00 311+20 311+40 311+60 311+80 312+00 312+20 312+40 312+60 312+80 313+00 313+20 313+40 313+60 313+80 314+00

P.T. Sta. 307+42.44

Str. No. 10351

Str. No. 11095

Str. No. 11096

+92 +17

24.00’ Lt.

+79.29

24.00’ Lt.

+29.29

+3019.50’ Rt.

+22.91

+47

+77

21.50’ Lt.

+67.41

+22 26.50’ Lt.

+34.42

+95

21.50’ Rt.

+84.91

+12

21.50’ Rt.

+20.86

+69

+02

21.50’ Rt.

+11.56

21.50’ Lt.

+77.70

+87

C1

C1

C1

D1

D1 D1

D1 D1

D1

C1

J

J

J J

J

K

S

C2

C2

S

S

D1 C2

21.50’ Rt.

+46.45

+56

C2 +84

21.50’ Rt.

+93.75

C1

S

S

S

S

Curb Type B-6.18

Curb Type B-6

C1

C2

Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA FOR DRIVEWAY APPROACHD1

K

J

Saw CutS

Notes:

All Stationing And Offsets Are From Line "0300" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal R

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 6.0" on

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Shoulder

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Str. No. 10323

K

M a tc h li n e S ta .0

S e e S h e e t

M a tc h lin e S ta . 3

.0

S e e S h e e t

(C o n c re te

(C o n c re te

(C o n c re te

(G ra v e l)

(Grass)

(C o n c re te

(Asphalt)

(Grass) (Grass)

(Grass)

(Grass)

(Grass)

(Grass)(Grass)

(Grass)

(Asphalt)

(Asphalt)

(Asphalt)

Line "0300"

PP-13

27.00’ Rt.

+55.37

27.00’ Rt.

+81.07

Str. No. 10320

25.74’ Lt.

+91.42 25.80’ Lt.

+17.30

21.21’ Rt.

+95.16

21.21’ Rt.

+10.22

Str. No. 10353

23.50’ Lt.

+77.78

23.50’ Lt.

+18.65

20.00’ Lt.

+87.91

19.71’ Lt.

+86.66

21.50’ Rt.

+00.79

17.46’

21.50’ Rt.

+56.62

18.60’

21.50’ Rt.

+58.72 21.50’

C3

Const. Limits

Depressed Curb And Gutter

Profile Grade

UL UL

UL

ST

ST

ST

ST

ST

ST

G

P V

T

.0

E le v

.4

1.011%

E le v

.6

P V

T

.0

P V

C

.0

E le v

.9

PVI 308+69.00

Elev 630.16

1.940

P V

C

.0

E le v

.9

PVI 310+39.00

Elev 633.46

P V

T

.0

E le v

.8

1.383%

E le v

.6

P V

C

.0

PVI 311+73.00

Elev 635.31

E le v

.8

P V

T

.0

1.029%

.2

.2

.7

.2

.7

.5

.5

.4

.3

.0

.7

.3

.8

.3

.9

.4

.4

.9

.3

.8

.3

.7

.0

.3

.4

.5

.5

.7

.2

.7

.4

.8

.4

.9

.7

.7

.7

.6

.3

.9

.4

.0

.5

.1

.9

.4

.9

.7

.7

.7

.6

.3

.9

.5

.1

.6

.1

.6

Right EOP Elev.

Left EOP Elev.

308 309 310 311 312 313 314

NA JEL JAB

LINE "0300"

Scale

Sta. 307+00 to Sta. 314+00 Plan and Profile

1" = 2’ Vertical 1" = 20’ Horizontal

Complex

Mary Miller

Horticulture

Ornamental

.5

.5

.5

.5

.0

.0

.5 ’R 1

.5 ’R

8.0’R

10.0’R 10.0 ’R

10.0’R

.0 ’R

.0 R

10.0’R

10.0 ’R

.0’

R 10.0’R

10.0’R

Bus Stop

C3

Complex

Mary Miller

Illinois Power VA Main Substation

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

:3

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Plotted 2’ Above Datum

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Existing Ground

Proposed Profile Grade Along

Line "0300"

314+00 314+20 314+40 314+60 314+80 315+00 315+20 315+40 315+60 315+80 316+00 316+20 316+40 316+60 316+80 317+00 317+20 317+40 317+60 317+80 318+00 318+20 318+40 318+60 318+80 319+00 319+20 319+40 319+60 319+80 320+00 320+20 320+40 320+60 320+80 321+00

+32 +43

20.13’ Rt.

+36.90

21.50’ Lt.

+33.35

+43 +68

21.50’ Lt.

+78.14

21.50’ Rt.

+82.01

+72

Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA FOR DRIVEWAY APPROACH

Saw Cut

Notes:

All Stationing And Offsets Are From Line "0300" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 6.0" on

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Shoulder

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

M a tc h li n e S ta .0

S e e S h e e t

M a tc h lin e S ta . 3

.0

S e e S h e e t

(Asphalt)

(A s p h a lt

(Grass)

(C o n cr e te

(Grass)

(Grass) (Grass)

(Asphalt)

(Grass)

(Gravel)

(Grass)

(Grass)

(A s p h a lt

Line "0300"

PP-14

D1

D1

J

K

J

J

K

S

S

D1

J

K

S

R

23.50’ Lt.

+43.50 23.50’ Lt.

+68.09

21.50’ Rt.

+71.28

21.50’ Rt.

+44.51

Const. Limits

Profile Grade

E le v

.8

P V

C

.0

Elev 638.35

PVI 314+68.00

P V

T

.0

E le v

.7

0.697%

E le v

.8

P V

C

.0

PVI 318+95.00

Elev 641.32

H I .1

E le v

.1

E le v

.0

P V

T

.0

-0.326%

.4

P V

C

.0

E le v

.6

.9

.3

.6

.0

.3

.7

.0

.4

.7

.9

.9

.7

.5

.4

.4

.5

.7

.9

.9

.7

.4

.0

.7

.3

.0

.6

.3

.9

.7

.1

.5

.7

.1

.4

.9

.3

.5

.9

.2

.1

.1

.0

.1

.5

.9

.2

.6

.9

.3

.6

.9

.1

.1

.9

.8

.6

Right EOP Elev.

Left EOP Elev.

314 315 316 317 318 319 320 321

NA JEL JAB

Scale

Sta. 314+00 to Sta. 321+20 Plan and Profile Sheet

1" = 2’ Vertical 1" = 20’ Horizontal

LINE "0300"

.5

.5

.5

.5

.5

.5

.0

.0

.5 R

.0 ’R

10.0’R .0 ’R

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

P P

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Proposed Right Edge Of Pavement, Plotted 2’ Below Datum

Proposed Left Edge Of Pavement, Plotted 2’ Above Datum

Existing Ground

Proposed Profile Grade Along

Line "0300"

VHADANPOEHLV1

321+00 321+20 321+40 321+60 321+80 322+00 322+20 322+40 322+60 322+80 323+00 323+20 323+40

K

J

J

S

J

K

Saw CutSNotes:

All Stationing And Offsets Are From Line "0300" Unless Noted

* - Taper Proposed Curb To Match Existing Conditions.

Geogrid…