crossroads church drive epworth road 6 : 1 · 87-12-29-302-122.000-019 alexander, steven e &...
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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.
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7
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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
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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
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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
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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
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S
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H
D
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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
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2-2
9-3
02
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08
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00
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19
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06
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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
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