G

G

G

U

E

U

E

U

E

UE

UE

UE

U

E

25' BSL

15

' B

SL

25' BSL

15

' B

SL

12' R.P.U.E. (Plat)

20' D.& UG.P.U.E.

12' R.P.U.E.

5' P.U.E.

B

L

=

6

5

.

0

0

'

B

L

=

6

5

.0

0

'

L

=

2

0

.

7

'

5' P.U.E.

14' R.P.U.E. (Inst.#2003R-009255)

Mansfield

Inst.#2003R-006945

Traffic Signal Pole

87-12-29-100-073.000-019

Broshears, Betty Lou

4411 Epworth Rd.

Newburgh, In. 47630

DF 3, Cd. 9605

87-12-29-100-070.000-019

Broshears, Betty Lou

4411 Epworth Rd.

Newburgh, In. 47630

DF 2, Cd. 15362

A

G

Trans

EE

W

C

G

C

C C

D

T

W

C

Thompson, Bradley S & Leslie J

87-12-29-302-009.000-019

Brooks, Dixie K

4570 Marble Dr.

Newburgh, In. 47630

Doc. #2005R-002807

87

-1

2-2

9-3

02

-0

07

.0

00

-0

19

Ma

he

nd

ra

, K

ap

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45

50

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r.

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wb

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h, In

. 4

76

30

Do

c. #

20

11

R-0

05

46

6

87

-1

2-2

9-3

02

-0

06

.0

00

-0

19

Th

om

as, G

re

go

ry S

45

40

M

arb

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D

r.

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wb

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h, In

. 4

76

30

Do

c. #

20

10

R-0

01

43

5

87

-1

2-2

9-3

02

-0

05

.0

00

-0

19

Va

nH

oo

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r, Jo

el W

&

D

on

na

F

45

36

M

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h, In

. 4

76

30

Do

c. #

20

07

R-0

04

64

0

87

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2-2

9-3

02

-0

04

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00

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19

Go

eb

el, Jo

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R

45

30

M

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D

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h, In

. 4

76

30

Do

c. #

20

07

R-0

02

72

6

87

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9-3

02

-0

03

.0

00

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19

Stu

te

ville

, Je

an

ne

M

45

20

M

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le

D

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h, In

. 4

76

30

Do

c. #

20

07

R-0

08

34

9

87

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2-2

9-3

02

-0

02

.0

00

-0

19

Be

rg

lu

nd

, R

on

ald

E

&

N

ellie

G

45

10

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h, In

. 4

76

30

Do

c. #

20

07

R-0

11

75

0

87

-1

2-2

9-3

02

-0

01

.0

00

-0

19

Bru

mb

ack, D

aw

n &

K

lie

ve

r, M

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45

00

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. 4

76

30

87

-1

2-2

9-3

02

-1

24

.0

00

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19

Ch

este

r, V

ale

rie

, A

45

01

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le

D

r.

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urg

h, In

. 4

76

30

Do

c. #

20

08

R-0

00

60

4

87

-1

2-2

9-3

02

-1

23

.0

00

-0

19

Ha

ma

ke

r, S

ta

cy M

&

Ja

ckie

W

45

11

M

arb

le

D

r.

Ne

wb

urg

h, In

. 4

76

30

Do

c. #

20

07

R-0

04

45

2

87

-1

2-2

9-3

02

-1

22

.0

00

-0

19

Ale

xa

nd

er, S

te

ve

n E

&

C

aro

le

F

45

21

M

arb

le

D

r.

Ne

wb

urg

h, In

. 4

76

30

Do

c. #

20

07

R-0

07

86

5

87-12-29-302-121.000-019

Patel, Dhirajbhai B

4531 Marble Dr.

Newburgh, In. 47630

Doc. #2007R-003239

87-12-29-302-120.000-019

Higdon, Chester F & Norma F

4541 Marble Dr.

Newburgh, In. 47630

Doc. #2007R-001232

87-12-29-101-002.000-019

Cullen Avenue Christian Church, Inc.

PO Box 5386

Evansville, In. 47716

Doc. #1996R-009596

87-12-29-102-003.000-019

Cullen Avenue Christian Church, Inc.

PO Box 5386

Evansville, In. 47716

Doc. #2010R-#005842

87-12-29-102-002.000-019

Deaconess Health Systems, Inc.

600 Mary Street

Evansville, In. 47747

Doc. #2010R-#005550

87-12-29-102-001.000-019

Cullen Avenue Christian Church, Inc.

PO Box 5386

Evansville, In. 47716

Doc. #2010R-#005842

W

W

E

D

Trans

EE

W

G

S

S

S

S

W

S

S

S

S

G

L

a

n

d

s

c

a

p

i

n

g

1

8

"

R

C

P

1

8

"

R

C

P

1

2

" R

C

P

IE=388.02

IE=387.16

3

6

"

x

9

6

"

R

C

P

B

O

X

C

U

L

V

E

R

T

12" CMP

12" CP

P

12" CP

P 8

"

C

P

P

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OHE

A

E

S

6" PVC

8" PVC

10" P

VC

10" P

VC

10" P

VC

10" P

VC

10" P

VC

10" P

VC

IE=389.38

IE=389.11

1

2

"

P

V

C

6" C

PP

SIGN

11' Easement

1997R-0061738" P

VC

8" PVC

SAN

Gravel

18" RCP

IE=390.05

IE=390.14

3

6

"x

4

8

" R

C

PB

O

X

C

U

L

V

E

R

T

12" P

VC

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asp

ha

lt

SIGN

SIGN

LINCOLN AVENUE

EP

WO

RT

H R

OA

D

UC

UC

UC UCUC UC

UC

UC

UC

UC

SBC MARKER

Com. Vault

COM. VAULT

SBC MARKER

Sewer Marker

SBC Marker

Com. Vault

C

R

O

S

S

R

O

A

D

S

C

H

U

R

C

H

D

R

IV

E

C

R

O

S

S

R

O

A

D

S

C

H

U

R

C

H

D

R

IV

E

G

W

UC

C

SUMP PUMP

SHED

12.1' x 14.1'

UC

UC

UC

T

Water

Marker

I

CV

T

S

EX. 1-1/2 STORY

BRICK CHURCH

FFE 396.00

C

o

n

c

r

e

t

e

EX. METAL SIDED

POLE BARN

FFE 391.79

EX. SHED

10.5'x13.1'

Concrete

BM-03

EL. 408.81'

W

W

W

W

W

12' R.P.U.E.

36"x48" RCP

BOX CULVERT

EX. 12' WATERLINE EASEMENT

EX. SHELTER BLDG

FFE 393.63

EX. FRAME BLDG.

FFE 409.63

EX. FRAME

GARAGE

FFE 406.37

G

G

6'PUE

87-12-29-100-011.000-019

Broshears, Betty Lou

4411 Epworth Rd.

Newburgh, In. 47630

DF 3, Cd. 9605

87

-1

2-2

9-3

02

-0

08

.0

00

-0

19

Co

mb

s, C

hristo

ph

er L

&

M

ich

ele

L

45

60

M

arb

le

D

r.

Ne

wb

urg

h, In

. 4

76

30

Do

c. #

20

06

R-0

14

66

0

20' D.& UG.P.U.E.

15' WIDE NEWBURGH SEWER DEPARTMENT UTILITY EASEMENT

DEED FILE 3, CARD 11421 & DEED FILE 3, CARD 12285

15' WIDE EVANSVILLE INDIANA WATERWORKS DEPARTMENT

UTILITY EASEMENT DEED FILE 3, CARD 10116

12' RPUE

16' RPUE (INST.#2003R-009255)

20' D.& UG.P.U.E.

MA

NS

FIE

LD

DR

IV

E

60' R/W

35'25'

N 00°40'54" E

168.52'

N 89°38'50" W 289.84'

S 89°41'53" E 1280.20'

S 89°51'26" E 320.50'

S 89°38'50" E 648.93'

S

80°30'2

1" W

87.33'

S 89°44'17" W 389.46'

N 87°58'03" W 173.41'

N 89°51'26" W 172.55'

N

3

8

°

2

1

'

2

2

"

E

1

2

4

.

6

1

'

N 00°40'49" E 59.43'

N 01°08'58" E

359.37'

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

S 89°51'26" E 172.36'

E

3

0

"

R

C

P

IE=387.89

IE=387.44

CP-03

N: 992300.60

E: 2849535.61

CP-04

N: 992306.45

E: 2848254.79

CP-01

N: 991361.13

E: 2848232.60

CP-02

N: 991352.95

E: 2849561.06

BM-04

EL. 393.63'

BM-01

EL. 395.33'

BM-02

EL. 400.24'

25' BSL

25' BSL

25' B

SL

25' B

SL

N 00°40'49" E

364.46'

N 00°40'49" E

195.54'

N 00°40'49" E

257.29'

S 01°08'58" W

339.36'

N 00°40'49" E

621.75'

S 00°40'49" W

205.70'

N 00°33'38" E 879.53'

16' INDIANA BELL

TELEPHONE UTILITY

EASEMENT

10' WATERLINE EASEMENT

12' WATERLINE EASEMENT

15' SEWER EASEMENT

16' INDIANA BELL

TELEPHONE UTILITY

EASEMENT

6' PUE

S 00°40'49" W 218.70'

8 S

AN

8 S

AN

EX. 30" RCP

IE 385.70'

LOT 1

EPWORTH UNITED METHODIST CHURCH

166,218 SQ. FT.

(3.82 AC)

LOT 3

EVANSVILLE CHRISTIAN SCHOOL

198,634 SQ. FT.

(4.56 AC)

LOT 4

EVANSVILLE CHRISTIAN SCHOOL

137,017 SQ. FT.

(3.15 AC)

LOT 5

CROSSROADS CHRISTIAN CHURCH, INC.

507,591 SQ. FT.

(11.65 AC)

LOT 2

EVANSVILLE CHRISTIAN SCHOOL

105,033 SQ. FT.

(2.41 AC)

4

0

0

392

3

9

4

396

398

402

4

0

4

4

0

6

400

394

396

398

400

4

0

0

4

0

2

4

0

4

4

0

6

4

0

8

4

0

8

398

396

3

9

2

3

9

2

390

392

390

3

9

0

3

9

2

390

392

390

3

9

2

394

400

398

3

9

4

3

9

6

3

9

8

3

9

2

3

9

0

3

9

0

3

8

6

3

8

8

20' PROP. RPUE

6' PROP. PUE

A

SHEET NUMBER

The drawings, specifications and other documents, including those in electronic form prepared by PCI

Skanska Inc. for this project are Instruments of Service, and may be used solely with respect to this

project. The documents may not be reproduced without first obtaining the express written consent of

PCI Skanska Inc. Authorized use of electronic media or file does not guarantee that these files contain

complete and accurate information. In order to insure the accuracy of the information contained and

that no changes or modifications have been made, either intentional or unintentional, these files must

be compared to the project's contract documents with stamped and sealed certification and applicable

approved modifications. There shall be no unauthorized use or material modification of such

drawings, specifications and other documents, including those in electronic form prepared by PCI

Skanska Inc. for this project. By and through any use, including any unauthorized use, or any material

modification, or in connection with, related to, or arising out of such use or modification, the user

agrees that: PCI Skanska will not be liable or responsible for such use or modification; the user will

not assert a claim or file any suit, including for contribution or indemnification, against PCI Skanska

Inc. for such use or modification; and the user will indemnify and hold PCI Skanska Inc. harmless from

any loss, damage, liability or cost including reasonable attorney's fees.

ISSUE

PROJECT NUMBER:

CREATED BY: DATE:

CHECKED BY: PRINTED DATE:

PCI SKANSKA 24 x 36 Revised (5/25/2012) ELS

1/2"0 1"

PROPOSED HIGH SCHOOL

EVANSVILLE CHRISTIAN SCH.

WARRICK COUNTY

NEWBURGH, IN

EXISTING SITE PLAN

C-003

1

05/03/16

ISSUED FOR CONSTRUCTION

RNR 12/21/15

CEG 05/06/16

20150351.00.00

NOTES:

1. EXISTING SITE CONDITIONS, PROPERTY BOUNDARIES,

EASEMENTS AND SETBACKS SHOWN ON PLAN ARE REFERENCED

FROM SURVEY INFORMATION COMPLETED BY MORLEY AND

ASSOCIATES, INC., DATED 07/16/2014.

0

SCALE 1" =

120'60'

60'

40'20'

TRUE

NORTH

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND COMMUNICATIONS

GAS LINE

WATER LINE

EXISTING FENCE

RIGHT-OF-WAY

EASEMENT LINE

PROPERTY BOUNDARY LINE

D

S

W

G

P.B.

PROPERTY SETBACK

440

441

W

G

UE

OHE

UC

LEGEND EXISTING

FP FIRE PROTECTION

DW DOMESTIC WATER

STM STORMWATER SEWER

SAN SANITARY SEWER

DW DOMESTIC WATER

DIP DUCTILE IRON PIPE

HDPE HIGH DENSITY POLYETHYLENE

CMP CORRUGATED METAL PIPE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

F.V. FIELD VERIFY

FG FINISHED GRADE

EG EXISTING GRADE

EX. EXISTING

E.P. EDGE OF PAVEMENT

T.C. TOP OF CURB

B.C. BOTTOM OF CURB

INV. INVERT ELEVATION

N NORTHING

E EASTING

PIV POST INDICATOR VALVE

STA. STATION

OFF. OFFSET

MH MANHOLE

CB CATCH BASIN

CO CLEAN OUT

ABBREVIATIONS

FFE FINISHED FLOOR ELEVATION

BSL BUILDING SETBACK LINE

PUE PUBLIC UTILITY EASEMENT

RPUE RESTRICTED PUBLIC UTILITY EASEMENT

L LENGTH

R RADIUS

Ch CHORD

R/W

STORM SEWER AREA DRAIN

STORM SEWER MANHOLE

SANITARY SEWER MANHOLE

CURB INLET

WATER VALVE

GAS VALVE

PIPE BOLLARD

CHISELED "X"

ELECTRIC JUNCTION BOX

ELECTRIC MANHOLE

ELECTRIC METER

UTILITY POLE

UTILITY POLE w/ DROP

UTILITY POLE w/ LIGHT

UTILITY POLE w/ METER

UTILITY POLE TRANSFORMER

GAS METER

COMMUNICATIONS JUNCTION BOX

WATER METER

AIR CONDITIONING UNIT

SIGN

MAG NAIL w/ WASHER STAMPED

"MORLEY & ASSOC. ID. #00023

5/8" REBAR w/ CAP STAMPED

"MORLEY & ASSOC. ID. #00023"

GUY WIRE

FIRE HYDRANT

LIGHT POLE

CONTROL POINTS:

CP-01

N: 991361.13

E: 2848232.60

S.E. CORNER, S.E. 1/4. N.W. 1/4

SEC. 29-T6S-R9W

FOUND MAG NAIL WITH WASHER STAMPED "MORLEY & ASSOC. ID#0023"

CP-02

N: 991352.98

E: 2849561.06

S.W. CORNER, S.E. 1/4. N.W. 1/4

SEC. 29-T6S-R9W

FOUND MAG NAIL WITH WASHER STAMPED "MORLEY & ASSOC. ID#0023";

CORNER AS CALCULATED ON GATEWAY CENTER PLAT AND USED THIS

SURVEY IS 13.58' EAST OF THIS CORNER.

CP-03

N: 992300.60

E: 2849535.61

FOUND 5/8" REBAR WITH CAP STAMPED "DONALD GRIES 29900003",

FLUSH WITH SURFACE, 1.31' NORTH AND 0.00' EAST OF THE CALCULATED

CORNER.

CP-04

N: 992306.45

E: 2848254.79

FOUND 5/8" REBAR WITH CAP STAMPED "DONALD GRIES 29900003",

1" BELOW THE SURFACE, 0.41' NORTH AND 0.64' WEST OF THE

CALCULATED CORNER.

BENCH MARKS:

BM-01

N: 991412.03

E: 2848217.88

EL. 395.33' (NAVD 88)

CHISELED SQUARE ON CONCRETE LIFT STATION AT CROSSROADS

CHURCH S.E. ENTRANCE, APPROXIMATELY. 30' N. OF LINCOLN AVE. AND

15' E. OF LIFT STATION ENTRANCE.

BM-02

N: 991394.10

E: 2849117.38

EL. 400.24' (NAVD 88)

"X" ON S.E. HEADBOLT OF FIRE HYDRANT APPROXIMATELY 15' N. OF

LINCOLN AVE. AND 45' W. OF EVANSVILLE UNITED METHODIST CHURCH

S.W. ENTRANCE.

BM-03

N: 992160.53

E: 2849530.93

EL. 408.81 (NAVD 88)

"X" ON N. HEADBOLT OF FIRE HYDRANT APPROXIMATELY 17' WEST OF

EPWORTH RD. AND 50' S. OF CROSSROADS CHURCH N.E. ENTRANCE.

BM-04

N: 992378.45

E: 2848175.08

EL. 393.63' (NAVD 88)

"X" ON WEST HEAD BOLT OF FIRE HYDRANT.

TREE

SCALE: 1" = 60'-0"

EXISTING SITE PLAN

1

E

W

EE

G

E

C

ISSUE DESCRIPTIONDATE

APP

BY

0 02/23/16 ISSUED FOR CONSTRUCTION PCIS

1 05/05/16 SANITARY SEWER REVISIONS PCIS

1