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Spire STL Pipeline LLC | Implementation Plan – August 2018
ATTACHMENT B
Proposed Project Variances
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
T
T
T
T
T
T
T
T
T
T
T
T
PROPOSED 24-INCH
DIAMETER PIPELINE
M
.P
.
4
4
.0
M
.P
.
45.0
R3
17
M.P.
44.1
ST
LP
-A
-050
2327+
38
M.P.
45.0R3
2377+
52_V
ST
LP
-A
-052
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
5 ISSUED FOR IMPLEMENTATION PLAN 05/2018 RJP MWF DGG
WAH
RJP
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
STLP-HDD-001_V HDD PROFILE OVERVIEW
1" = 200' STLP-A-051_V
DGG
JEW
07/2017
07/2017
PROPOSED AREA OF CHANGE ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
JERSEY COUNTY, ILLINOIS
STA. 2327+38 STA. 2377+54
T
T
T
T
T
T
T
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
45.0R3
M.P.
46.0
Back
EQUATION
Ahead
Diff. =
2407+08
2406+86
22'
1
7
M.P.
46.0
2427+
34
ST
LP
-A
-053_V
M.P.
45.0R3
ST
LP
-A
-051
2377+
52
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
45.0R3
M.P.
46.0
Back
EQUATION
Ahead
Diff. =
2407+08
2406+86
22'
1
7
M.P.
46.0
2427+
34
ST
LP
-A
-053_V
M.P.
45.0R3
ST
LP
-A
-051
2377+
52
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
5 ISSUED FOR IMPLEMENTATION PLAN 05/2018 RJP MWF DGG
WAH
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
STLP-HDD-001_V HDD PROFILE OVERVIEW - MISSISSIPPI RIVER MAINLINE
1" = 200' STLP-A-052_V
DGG
JEW
07/2017
07/2017
PROPOSED AREA OF CHANGE ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
JERSEY COUNTY, ILLINOIS & ST. CHARLES COUNTY, MISSOURI
STA. 2377+54 STA. 2427+58
O
H
W
W
PR
OP
OS
ED
24-IN
CH
DIA
ME
TE
R P
IPE
LIN
E
PROPOSED 24-INCH
DIAMETER PIPELINE
P
R
O
P
O
S
E
D
2
4
-
I
N
C
H
D
I
A
M
E
T
E
R
P
I
P
E
L
I
N
E
5
M
.P
.
50.0
R2
B
a
c
k
E
Q
U
A
T
I
O
N
A
h
e
a
d
D
i
f
f
.
=
-
3
6
'
2
6
4
6
+
7
0
2
6
4
6
+
3
4
4
20
20
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
5 ISSUED FOR IMPLEMENTATION PLAN 05/2018 RJR RJP DGG
DP
GH
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1 PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
1" = 200' STLP-A-057_V 5
DGG
JEW
04/2017
04/2017
PROPOSED AREA OF CHANGE ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
2414'
X
X
X
X
X
X
X
X
X
X
E
F
O
F
O
F
O
F
O
F
O
F
O
O
H
O
H
O
H
T
T
T
T
T
T
T
W
W
PROPOSED 24-INCH
NORTH COUNTY EXTENSION
M
.P
.
5
.0
Back
EQUATION
Ahead
Diff. = -83'
315+34
314+51
14
15
M.P.
6.0R
21
21
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
5 ISSUED FOR IMPLEMENTATION PLAN 05/2018 RJR RJP DGG
DP
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
2
3
21
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE COATED
ELL, 24.000" OD X 0.500" WT, 3DR, WPHY70, FBE COATED
1" = 200' STLP-A-1007_V 5
REF SEE REFERENCE DETAIL DRAWING
DGG
JEW
07/2017
07/2017
PROPOSED AREA OF CHANGE ALIGNMENT SHEET
PROPOSED 24-INCH NORTH COUNTY EXTENSION
ST. LOUIS COUNTY, MISSOURI
194'
3293'
3
47'
