! !! !!!! ! ! !!
!!
4060
+06
4063
+65
4050
+87
4060
+21
919' 344'
W-391 W-395
4060
+21
4060
+06
15'
WB-49
4056
+30
4057
+00
4071
+66
4076
+24
4060
+41
4059
+86
4073
+28
MAT
CH
LIN
E 4
100+
00
MAT
CH
LIN
E 4
050+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 5' 4' SEE REF DWG 3'3'4' 3'
21040-505-LRW-00040 21040-505-LRW-00050
MAT
ER
IAL
2
! !!!!
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á")
á")
á") E
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MAT
CH
LIN
E40
50+0
0
MAT
CH
LIN
E41
00+0
0
4071
+66
4073
+26
4073
+35
4076
+24
4084
+03
160' 1597'2166' 779'296'
2'¬«4 ¬«7¬«1 ¬«12¬«6
4060
+06
4066
+93
4094
+87
4071
+25
4071
+74
4077
+94
4085
+41
4073
+28
4064
+19
4050
+33
133-9K# SBW 10.5 CC
TEE
LAUNCHER /RECEIVER SITE
4073
+28
4074
+76MAT
ER
IAL
! !! ! !!! !! ! ! ! !!! !!! ! !!!!!! ! ! ! ! ! !! !!!!! ! ! !!! !! ! !! ! ! ! !! !! ! !!!! ! ! !!! !! !!! ! !!!! ! !!!!!!!! !!! !!!! ! ! !! ! ! ! ! ! !! ! ! ! ! !!!!
MAT
CH
LIN
E40
50+0
0
MAT
CH
LIN
E41
00+0
0
4059
+72
WAT
ER
ED
GE
4060
+19
WAT
ER
ED
GE
4059
+66
TOP
OF
BA
NK
4060
+26
TOP
OF
BA
NK
4072
+17
UN
NA
ME
D R
D
4072
+73
UN
NA
ME
D R
D
4072
+01
PO
WE
R L
INE
4072
+05
PO
WE
R L
INE
4083
+41
PO
WE
R L
INE
4071
+25
FEN
CE
4071
+74
FEN
CE
4072
+28
FEN
CE
4077
+94
FEN
CE
4081
+73
FEN
CE
4082
+74
FEN
CE
4084
+03
FEN
CE
4084
+61
FEN
CE
4085
+30
FEN
CE
4085
+41
FEN
CE
4072
+17
CL
AR
139
8
4072
+75
CL
AR
124
3
4076
+34
CL
AR
139
9
4080
+61
CL
AR
350
0
4085
+23
CL
AR
140
0
4050
+77
FEN
CE
CO
RN
ER
LT
11'
4050
+95
FEN
CE
CO
RN
ER
LT
16'
4067
+04
IRO
N P
IPE
LT
25'
4071
+68
FEN
CE
CO
RN
ER
R
T 2'
4071
+78
IRO
N P
IPE
LT
24'
4071
+91
GU
Y A
NC
HO
R
LT 1
4'40
71+9
5 G
UY
AN
CH
OR
R
T 28
'
4072
+03
PO
WE
R P
OLE
R
T 3'
4072
+13
OV
ER
HE
AD
P
OW
ER
RT
21'
4072
+29
FEN
CE
CO
RN
ER
LT
4'
4072
+38
OV
ER
HE
AD
P
OW
ER
RT
12'
4072
+61
OV
ER
HE
AD
P
OW
ER
RT
114'
4073
+24
PE
DE
STA
L LT
17'
4073
+25
PO
WE
R P
OLE
R
T 34
'
4073
+54
OV
ER
HE
AD
P
OW
ER
RT
41'
4073
+55
PO
RC
H
CO
RN
ER
RT
8'40
73+9
1 U
ND
ER
GR
OU
ND
W
ATE
R R
T 50
'40
74+0
6 U
ND
ER
GR
OU
ND
W
ATE
R R
T 62
'40
74+0
7 P
OR
CH
C
OR
NE
R R
T 5'
4074
+14
SE
PTI
C T
AN
K
R
T 29
'40
74+2
2 S
EP
TIC
TA
NK
RT
29'
4074
+38
UN
DE
RG
RO
UN
D
WAT
ER
RT
78'
4074
+56
UN
DE
RG
RO
UN
D
WAT
ER
RT
89'
4074
+56
WAT
ER
WE
LL
R
T 87
'
4074
+84
UN
DE
RG
RO
UN
D
WAT
ER
RT
87'
4075
+19
UN
DE
RG
RO
UN
D
WAT
ER
RT
82'
4075
+38
UN
DE
RG
RO
UN
D
WAT
ER
RT
81'
4075
+41
UN
DE
RG
RO
UN
D
WAT
ER
RT
94'
4075
+46
RO
OFE
D P
EN
R
T 10
5'40
75+4
6 U
ND
ER
GR
OU
ND
W
ATE
R R
T 11
5'
4075
+55
UN
DE
RG
RO
UN
D
WAT
ER
RT
78'
4075
+59
CU
LVE
RT
RT
32
1'40
75+6
6 C
ULV
ER
T R
T
296'
4075
+81
RO
OFE
D P
EN
R
T 10
2'40
75+9
6 U
ND
ER
GR
OU
ND
W
ATE
R R
T 76
'40
76+1
8 G
UY
AN
CH
OR
R
T 75
'40
76+3
0 P
OW
ER
PO
LE
RT
74'
4076
+41
UN
DE
RG
RO
UN
D
WAT
ER
RT
71'
4076
+48
OV
ER
HE
AD
P
OW
ER
RT
64'
4076
+58
UN
DE
RG
RO
UN
D
WAT
ER
RT
67'
4076
+72
PO
RC
H
CO
RN
ER
RT
1'40
76+9
1 P
OR
CH
C
OR
NE
R R
T 1'
4076
+91
SE
PTI
C T
AN
K R
T
61'
4076
+95
SE
PTI
C T
AN
K R
T
61'
4077
+53
FEN
CE
CO
RN
ER
LT
17'
4078
+14
FEN
CE
CO
RN
ER
LT
17'
4081
+53
MO
NU
ME
NT
LT
21'
4081
+72
FEN
CE
CO
RN
ER
LT
18'
4081
+74
FEN
CE
CO
RN
ER
R
T 66
'40
82+7
4 FE
NC
E C
OR
NE
R
LT 1
8'
4082
+76
FEN
CE
CO
RN
ER
R
T 66
'40
83+1
0 C
ON
CR
ETE
S
LAB
RT
80'
4083
+25
PO
WE
R P
OLE
R
T 49
0'40
83+2
5 P
OW
ER
PO
LE L
T
19'
4083
+25
FEN
CE
CO
RN
ER
R
T 46
'40
83+2
6 C
ON
CR
ETE
S
LAB
RT
85'
4083
+34
PO
LE B
AR
N R
T
88'
4083
+57
WAT
ER
WE
LL R
T
108'
4083
+65
36 F
LUM
E-C
OW
W
AS
H R
T 88
'40
83+6
7 P
OLE
BA
RN
RT
30
'40
83+9
4 P
OLE
BA
RN
RT
31
'40
84+0
3 FE
NC
E P
OS
T LT
18
'
4084
+03
FEN
CE
CO
RN
ER
R
T 38
'40
84+3
9 FE
NC
E C
OR
NE
R
RT
38'
4084
+39
FEN
CE
CO
RN
ER
R
T 42
'40
84+6
1 FE
NC
E C
OR
NE
R
LT 1
8'40
84+6
1 FE
NC
E C
OR
NE
R
RT
84'
4084
+61
FEN
CE
CO
RN
ER
R
T 45
'40
84+6
2 FE
NC
E C
OR
NE
R
RT
33'
4085
+10
LOA
DIN
G R
AM
P
LT 2
5'
4085
+28
LOA
DIN
G R
AM
P
LT 2
0'40
85+2
8 FE
NC
E C
OR
NE
R
LT 2
0'
4085
+30
FEN
CE
CO
RN
ER
R
T 44
'40
85+3
1 FE
NC
E C
OR
NE
R
RT
18'
4085
+31
PO
LE B
AR
N R
T
27'
4085
+33
LOA
DIN
G R
AM
P
LT 2
1'40
85+3
4 FE
NC
E C
OR
NE
R
LT 2
0'40
85+4
0 FE
NC
E C
OR
NE
R
RT
25'
4085
+41
FEN
CE
CO
RN
ER
LT
11'
4085
+42
PO
LE B
AR
N R
T
28'
4085
+59
FEN
CE
CO
RN
ER
R
T 37
'40
86+3
2 FE
NC
E C
OR
NE
R
RT
60'
4074
+76
LAU
NC
HE
R /
R
EC
EIV
ER
SIT
E
STAT
ION
ING
W W W W
P P P P P P P
P
PP
PP
PP P
PP
X
X
X
X
X
X
X
X
XX
XX
X
XX
XX
X
X
X
XX
X
X
X
X XX
XX
XX
X
XX
X
XX
X
X
XX
XX
XX
XX
XX
XX
XX
X
X XX
XX
XX X
X
X
X
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X
X
X
X
X
X
X
X
XX
X
X
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X
X
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X
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XX
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X
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XX
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XX
XX
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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!
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³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.
PERM. ROW
PROPOSED C/L
TYP. CONFIG. B2N.T.S.
25'50'
T.W.S.
DETAIL 34N.T.S.
PERM. ROW
PROPOSED C/L50'
30' T.W.S.50'
T.W.S.50'T.W.S.
70' 50'
4072
+55
4076
+4418921' X 9"
(((
3001
2050.2
3002
W-392
W-396W-393
W-344T
W-402
W-391
W-394
W-395
W-400
W-397
W-399
W-398
W-403
W-390
W-391
WB-51
WB-49
WB-50
HWY 441
UNNAMED RD
UNNA
MED
RD
UN
NA
ME
D R
DA
R 3
500
AR 1
243
AR 1
398
AR 1
400
AR 1399
18921' X 9' 1429' X 9'
150' X 50'
125' X 25'100' X 50'100' X 50'
50' X 25' 45' X 25'
4060
+00
4070
+00
4080
+00
4090
+00
LAUNCHER / RECEIVER SITE @ MP 77.17
77
Detail 34
Typical B2 Typical A2
MAT
CH
LIN
E 4
050+
00
MAT
CH
LIN
E 4
100+
00
MA
P
OSCEOLA COUNTY, FLORIDA OKEECHOBEE COUNTY, FLORIDA
CO
UN
TY
40 40
50 50
60 60
70 70
80 80
90 90
4050+00 4053+00 4056+00 4059+00 4062+00 4065+00 4068+00 4071+00 4074+00 4077+00 4080+00 4083+00 4086+00 4089+00 4092+00 4095+00 4098+00 4100+00
GR
OU
ND
PR
OFI
LE
!!
2050.2 FD DESTINY CREDIT, LLC
2166 FT 4050+00 TO 4071+66
3001 DURANDO OKEECHOBEE PARTNERS, LLC
1404 FT 4071+66 TO 4085+70
3002 DURANDO OKEECHOBEE PARTNERS, LLC
1430 FT 4085+70 TO 4100+00
MAT
CH
LIN
E41
00+0
0
MAT
CH
LIN
E40
50+0
0
OW
NE
RS
HIP
TEE @ MP 77.15
Class I
692' X 231'
³
DISCLAIMER: UNIVERSALPEGASUS INTERNATIONAL MAKES NO WARRANTY (EXPRESSED, IMPLIED OR OTHERWISE)THAT THE INFORMATION CONTAINED HEREIN IS ACCURATE OR COMPLETE AS TO ANY AND ALL SUBSURFACECONDITIONS AND CONFORMATION. ANY RELIANCE CONTRACTOR PLACES ON THE INFORMATION CONTAINED HEREINAS TO SUCH CONDITIONS, IS DONE SO AT ITS OWN RISK AND EXPENSE. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO CONTACT THE STATE "ONE CALL" SYSTEM PRIOR TO ANY EXCAVATION.
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
TYPICAL DRAWINGS
CATHODIC PROTECTION STD. SINGLE POINT TEST STATION, TYPE 1
21040-510-TYP-20001
DWG/FIELD BOOK NO. TITLE
CATHODIC PROTECTION STD. FOREIGN PIPELINE CROSSING TEST STATION, TYPE 2
21040-510-TYP-20002
AERIAL MARKER INSTALLATION DETAIL
CONTINUOUS CONCRETE COATING STANDARD FOR 36" / 30" PIPELINE
21040-510-TYP-20112
WARNING SIGN DETAIL
TYPICAL SADDLE BAG WEIGHTS21040-510-TYP-20113
21040-510-TYP-20114
21040-510-TYP-20115
AERIAL MARKER DETAIL21040-510-TYP-20116
TYPICAL PIPELINE MARKER ASSEMBLY21040-510-TYP-20117
PIPELINE MARKER “WARNING” DECAL
21040-510-TYP-20118
21040-510-TYP-2002821040-510-TYP-20029 TYPICAL OPEN CUT / BORE
GROUND PROFILE
LEGEND
""
!!
!
" ""
""
101
XX
""XXM
P
HDD PIPE
3R RAD FIT
TRANSITION PIPE
CONT. CONC. COAT.
SET-ON WEIGHTS
WARNING SIGN
MATERIAL ITEM
AERIAL MARKER
CP TEST STATION
BV MOV / BV & CV
PIPELINE MARKER
PIPELINE MILEPOST
PIPELINE ROUTE
FENCE
POWER LINE
TELEPHONE LINE
BURIED CABLE
FOREIGN PIPELINE
RAILROAD
HIGHWAY / ROAD
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
NON FORESTED WETLAND
FORESTED WETLAND
WATERBODY
PARCEL NUMBER
ROOKERY
PLSS SECTION LINE
ROW PARCEL
SPREAD BREAK
COUNTY BOUNDARY
!!
!!(W
POINT OFINTERSECTION (PI)
WATER WELL
ROOKERY BUFFER (1000 FEET)
!> HDD ENTRY / EXIT
TYPICAL / DETAILCONFIGURATION
Typical / Detail
WATERLINE
SEWER LINE
!
VERTICAL FITTING!!
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
XXXXX.XXX
XXXXXXXX
U UTILITY LINE
ÉÛð TRAP
ENVIRONMENTAL SURVEY AREA
Ed2ñEd1ñ
dª ANODE BED
INDUCTION BEND
BORE PIPELINE PIPE
##
* )
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
133 EA SET ON WEIGHTS
3 EA PIPELINE MARKERS
4 EA WARNING SIGNS
1 EA CP TEST STATION TYPE 1
0 EA CP TEST STATION TYPE 2
0 EA AERIAL MARKERS
0 EA ANODE BEDS
CONTINUOUS CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
PIPE COATING DATAPIPE COATING: 14 MIL MINIMUM FBE AND 24 MIL MINIMUM ARO
GIRTH WELD COATING: 2 PART EPOXY
INTERNAL COATING (YES/NO): NO
GENERAL INFORMATION1. THE MINIMUM DEPTH OF COVER FOR THE PROJECT IS 36INCHES. ADDITIONAL DEPTH OF COVER IS REQUIRED FOR ROAD AND WATERBODY CROSSINGS, AND IS TO BE INACCORDANCE WITH REFERENCED PERMIT DRAWINGS, SITESPECIFIC DRAWINGS, OR CONSTRUCTION SPECIFICATIONS,WHICHEVER IS MORE STRINGENT. 2. THE BOUNDARIES OF ALL WORK AREAS WILL BE CLEARLYMARKED AND ALL WORK SHALL REMAIN WITHIN THEDESIGNATED WORK AREA. 3. THE REQUIRED STATE ONE CALL NOTIFICATION IS THERESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. 4. THE CONTRACTOR SHALL ACCESS THE WORK AREA USINGONLY PUBLIC ROADS AND APPROVED ACCESS ROADS. 5. ADDITIONAL WARNING SIGNS MAY BE REQUIRED AS DICTATED BY CONSTRUCTION CONTRACT. 6. MAP PROJECTION: NAD 1983 HARN STATE PLANE FLORIDAEAST FIPS 0901 FEET. VERTICAL DATUM: NAVD 88.
SPECIAL NOTES1. INDUCTION BEND QUANTITIES ALONG WITH THEIRDESCRIPTIONS ARE LOCATED ON DRAWING21040-505-FBW-00001.
SHEET 86
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 4050+00 TO 4100+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OSCEOLA AND OKEECHOBEE COUNTIES, FLORIDASCALE: 1" = 200' 21040-510-ALS-00086 REV. H
TRACT
GR
OU
ND
PR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 3
0'SC
ALE
: 1" =
200
'
SUR
VEY
DAT
AEN
GIN
EE
RIN
G D
ATA
REFERENCE DRAWING
CLASS LOCATION
ENV
IRO
NM
ENTA
L D
ATA
MINIMUM DEPTH OF COVER
AC MITIGATION
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control TOPSOIL SALVAGE
THREATENED AND ENDANGERED SPECIES
Special Conditions TIMING CONSTRAINT
Special Conditions CONSTRAINT 2
Special Conditions CONSTRAINT 3
Special Conditions CONSTRAINT 4
PERMANENT EROSION CONTROL
SPECIALCONDITIONS
FITTINGS SUMMARYITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
BILL OF MATERIALS
1 2166 FT 36" O.D. x 0.520" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
4 160 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
6 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
7 1597 FT 30" O.D. x 0.429" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
12 FT 30" O.D. x 0.617" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
779
2
PIPE ASSEMBLIES
1 EA
QTY UOM DESCRIPTION
LAUNCHER / RECEIVER SITE (296') REV. 0
F
G
H
0 ISSUED FOR CONSTRUCTION
ISSUED FOR 95% REVIEW
ISSUED FOR 90% REVIEW
ISSUED FOR FINAL REVIEW
2015-08-14
2014-09-05
2015-10-23
2015-11-13
RGMJ
ANODE BED DEEP WELL
2. - SEE ARK DRAWING PACKAGE FOR ANODE BED DEEP WELL.dª
ANODE BED DEEP WELL
AC MITIGATION / CATHODIC PROTECTION
0 ISSUED FOR CONSTRUCTION 2015-12-15 MJ RGMB
1 IFC (UPDATE ENV., RE-ROUTES, FOOT-PRINT) 2016-04-08 MJ RGMB
1
!!! !!
!!
4144
+18
582'
W-40441
23+6
441
23+8
4
MAT
CH
LIN
E 4
150+
00
MAT
CH
LIN
E 4
100+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 4' 3'
Class I
MAT
ER
IAL
2
á")
á")
á")E
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MAT
CH
LIN
E41
00+0
0
MAT
CH
LIN
E41
50+0
0
5000'¬«7
4104
+87
4113
+74
4144
+18
4123
+59
4123
+91
4133
+32
4123
+91
4143
+61
57-7K# SBW 11.5 CC
MAT
ER
IAL
! ! !! !! ! ! !!
MAT
CH
LIN
E41
00+0
0
MAT
CH
LIN
E41
50+0
0
4123
+74
UN
NA
ME
D R
D
4123
+59
FEN
CE
4123
+91
FEN
CE
4133
+32
FEN
CE
4123
+74
CL
AR
132
5
4123
+46
FEN
CE
CO
RN
ER
R
T 1'
4123
+67
FEN
CE
PO
ST
LT
24'
4123
+99
FEN
CE
PO
ST
LT
24'
4133
+44
MO
NU
ME
NT
LT
24'
4133
+46
FEN
CE
CO
RN
ER
LT
24'
STAT
ION
ING
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
! ! !! !! ! !! ! !! !! ! !! !! ! !! !! ! !! !! ! !! !! !! !! !!! ! !! !! ! !! !³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.
PERM. ROW
PROPOSED C/L
TYP. CONFIG. B2N.T.S.
25'50'
T.W.S.
((
30023003
W-404
W-402 HWY 441AR 1
325
98' X 50'
4110
+00
4140
+00
4130
+00
4120
+00
78Typical A2 Typical B2
MAT
CH
LIN
E 4
100+
00
MAT
CH
LIN
E 4
150+
00
MA
P
%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%
OKEECHOBEE COUNTY, FLORIDA
CO
UN
TY
40 40
50 50
60 60
70 70
80 80
90 90
4100+00 4101+00 4104+00 4107+00 4110+00 4113+00 4116+00 4119+00 4122+00 4125+00 4128+00 4131+00 4134+00 4137+00 4140+00 4143+00 4146+00 4149+00 4150+00
GR
OU
ND
PR
OFI
LE
!!
FLORIDA DEPARTMENTOF TRANSPORTATION
50 FT4148+76 TO 4149+26
3002 DURANDO OKEECHOBEE PARTNERS, LLC
3325 FT 4100+00 TO 4133+25
3003VOOR JAAR RANCH, LLC
74 FT 4149+26 TO 4150+00
3003VOOR JAAR RANCH, LLC
1551 FT4133+25 TO 4148+76
MAT
CH
LIN
E41
50+0
0
MAT
CH
LIN
E41
00+0
0
OW
NE
RS
HIP
UNNAMED RD
101' X 50'
BILL OF MATERIALS
7 5000 FT 30" O.D. x 0.429" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARYITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
57 EA SET ON WEIGHTS
3 EA PIPELINE MARKERS
3 EA WARNING SIGNS
1 EA CP TEST STATION TYPE 1
0 EA CP TEST STATION TYPE 2
0 EA AERIAL MARKERS
0 EA ANODE BEDS
CONTINUOUS CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
PIPE COATING DATAPIPE COATING: 14 MIL MINIMUM FBE AND 24 MIL MINIMUM ARO
GIRTH WELD COATING: 2 PART EPOXY
INTERNAL COATING (YES/NO): NO
GENERAL INFORMATION1. THE MINIMUM DEPTH OF COVER FOR THE PROJECT IS 36INCHES. ADDITIONAL DEPTH OF COVER IS REQUIRED FOR ROAD AND WATERBODY CROSSINGS, AND IS TO BE INACCORDANCE WITH REFERENCED PERMIT DRAWINGS, SITESPECIFIC DRAWINGS, OR CONSTRUCTION SPECIFICATIONS,WHICHEVER IS MORE STRINGENT. 2. THE BOUNDARIES OF ALL WORK AREAS WILL BE CLEARLYMARKED AND ALL WORK SHALL REMAIN WITHIN THEDESIGNATED WORK AREA. 3. THE REQUIRED STATE ONE CALL NOTIFICATION IS THERESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. 4. THE CONTRACTOR SHALL ACCESS THE WORK AREA USINGONLY PUBLIC ROADS AND APPROVED ACCESS ROADS. 5. ADDITIONAL WARNING SIGNS MAY BE REQUIRED AS DICTATED BY CONSTRUCTION CONTRACT. 6. MAP PROJECTION: NAD 1983 HARN STATE PLANE FLORIDAEAST FIPS 0901 FEET. VERTICAL DATUM: NAVD 88.
SPECIAL NOTES1. INDUCTION BEND QUANTITIES ALONG WITH THEIRDESCRIPTIONS ARE LOCATED ON DRAWING21040-505-FBW-00001.
SHEET 87
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 4100+00 TO 4150+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OKEECHOBEE COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00087 REV. H
TRACT
GR
OU
ND
PR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 3
0'SC
ALE
: 1" =
200
'
SUR
VEY
DAT
AEN
GIN
EE
RIN
G D
ATA
REFERENCE DRAWING
CLASS LOCATION
ENV
IRO
NM
ENTA
L D
ATA
MINIMUM DEPTH OF COVER
AC MITIGATION
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control TOPSOIL SALVAGE
THREATENED AND ENDANGERED SPECIES
Special Conditions TIMING CONSTRAINT
Special Conditions CONSTRAINT 2
Special Conditions CONSTRAINT 3
Special Conditions CONSTRAINT 4
PERMANENT EROSION CONTROL
SPECIALCONDITIONS
³
DISCLAIMER: UNIVERSALPEGASUS INTERNATIONAL MAKES NO WARRANTY (EXPRESSED, IMPLIED OR OTHERWISE)THAT THE INFORMATION CONTAINED HEREIN IS ACCURATE OR COMPLETE AS TO ANY AND ALL SUBSURFACECONDITIONS AND CONFORMATION. ANY RELIANCE CONTRACTOR PLACES ON THE INFORMATION CONTAINED HEREINAS TO SUCH CONDITIONS, IS DONE SO AT ITS OWN RISK AND EXPENSE. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO CONTACT THE STATE "ONE CALL" SYSTEM PRIOR TO ANY EXCAVATION.
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
TYPICAL DRAWINGS
CATHODIC PROTECTION STD. SINGLE POINT TEST STATION, TYPE 1
21040-510-TYP-20001
DWG/FIELD BOOK NO. TITLE
CATHODIC PROTECTION STD. FOREIGN PIPELINE CROSSING TEST STATION, TYPE 2
21040-510-TYP-20002
AERIAL MARKER INSTALLATION DETAIL
CONTINUOUS CONCRETE COATING STANDARD FOR 36" / 30" PIPELINE
21040-510-TYP-20112
WARNING SIGN DETAIL
TYPICAL SADDLE BAG WEIGHTS21040-510-TYP-20113
21040-510-TYP-20114
21040-510-TYP-20115
AERIAL MARKER DETAIL21040-510-TYP-20116
TYPICAL PIPELINE MARKER ASSEMBLY21040-510-TYP-20117
PIPELINE MARKER “WARNING” DECAL
21040-510-TYP-20118
21040-510-TYP-2002821040-510-TYP-20029 TYPICAL OPEN CUT / BORE
GROUND PROFILE
LEGEND
""
!!
!
" ""
""
101
XX
""XXM
P
HDD PIPE
3R RAD FIT
TRANSITION PIPE
CONT. CONC. COAT.
SET-ON WEIGHTS
WARNING SIGN
MATERIAL ITEM
AERIAL MARKER
CP TEST STATION
BV MOV / BV & CV
PIPELINE MARKER
PIPELINE MILEPOST
PIPELINE ROUTE
FENCE
POWER LINE
TELEPHONE LINE
BURIED CABLE
FOREIGN PIPELINE
RAILROAD
HIGHWAY / ROAD
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
NON FORESTED WETLAND
FORESTED WETLAND
WATERBODY
PARCEL NUMBER
ROOKERY
PLSS SECTION LINE
ROW PARCEL
SPREAD BREAK
COUNTY BOUNDARY
!!
!!(W
POINT OFINTERSECTION (PI)
WATER WELL
ROOKERY BUFFER (1000 FEET)
!> HDD ENTRY / EXIT
TYPICAL / DETAILCONFIGURATION
Typical / Detail
WATERLINE
SEWER LINE
!
VERTICAL FITTING!!
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
XXXXX.XXX
XXXXXXXX
U UTILITY LINE
ÉÛð TRAP
ENVIRONMENTAL SURVEY AREA
Ed2ñEd1ñ
dª ANODE BED
INDUCTION BEND
BORE PIPELINE PIPE
##
* )
REV. 0
F
G
H
0 ISSUED FOR CONSTRUCTION
ISSUED FOR 95% REVIEW
ISSUED FOR 90% REVIEW
ISSUED FOR FINAL REVIEW
2015-08-14
2014-09-05
2015-10-23
2015-11-13
RGMJ
ANODE BED DEEP WELL
2. - SEE ARK DRAWING PACKAGE FOR ANODE BED DEEP WELL.dª
ANODE BED DEEP WELL
AC MITIGATION / CATHODIC PROTECTION
0 ISSUED FOR CONSTRUCTION 2015-12-15 MJ RGMB
1 IFC (UPDATE ENV., RE-ROUTES, FOOT-PRINT) 2016-04-08 MJ RGMB
1
!! !!!! !! !!!! !! ! !!
!!
4150
+99
4165
+03
4193
+87
4195
+38
4164
+83
4193
+37
4195
+07
20'99' 31'50'
W-404W-404 W-408W-406
4195
+07
4194
+77
30'
WB-52
4164
+49
4165
+28
4175
+93
4176
+13
4194
+57
4195
+27
MAT
CH
LIN
E 4
200+
00
MAT
CH
LIN
E 4
150+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 5' 3' 4' 3' 5' 3'
Class I
MAT
ER
IAL
2
á")
á")E
dñ1! !! ! !" " " " " " " " " " " " " "" " " " " !
MAT
CH
LIN
E41
50+0
0
MAT
CH
LIN
E42
00+0
0
5000'¬«7
4150
+99
4160
+99
4164
+82
4165
+02
4186
+38
4195
+87
4175
+64
4176
+38
4175
+64
4151
+56
4165
+56
4195
+90
4164
+29
4192
+85
12-7K# SBW 11.5 CC
28-7K# SBW 11.5 CC
15-7K# SBW 11.5 CC
4199
+65
35'-6"CCC
MAT
ER
IAL
!!! ! !!!! !! ! !! !! ! ! ! !! ! !!
MAT
CH
LIN
E41
50+0
0
MAT
CH
LIN
E42
00+0
0
4164
+65
WAT
ER
ED
GE
4165
+13
WAT
ER
ED
GE
4194
+84
WAT
ER
ED
GE
4195
+10
WAT
ER
ED
GE
4164
+59
TOP
OF
BA
NK
4165
+18
TOP
OF
BA
NK
4194
+75
TOP
OF
BA
NK
4195
+14
TOP
OF
BA
NK
4176
+03
UN
NA
ME
D R
D
4174
+91
PO
WE
R L
INE
4175
+64
FEN
CE
4176
+38
FEN
CE
4164
+97
CL
DIT
CH
4176
+03
CL
AR
140
1
4174
+94
PO
WE
R P
OLE
R
T 16
'41
75+0
4 G
UY
AN
CH
OR
R
T 16
'41
75+4
1 O
VE
RH
EA
D
PO
WE
R R
T 19
'
4175
+64
FEN
CE
PO
ST
LT
25'
4175
+80
PO
WE
R P
OLE
R
T 19
'41
75+8
8 P
ED
ES
TAL
LT 2
1'
4176
+44
FEN
CE
CO
RN
ER
LT
25'
4195
+80
MO
NU
ME
NT
LT
23'
4196
+10
MO
NU
ME
NT
LT
23'
STAT
ION
ING
PP
PP
P
P
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
XX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
!! !! ! !! !! ! !! !! ! !! ! !! !! !! !! ! !! !! ! !! !! !! !! !! !! ! !! !! !³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. B2N.T.S.
25'50'
T.W.S.
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.
( (
3003 3004
3004
3005
3003
W-404 W-407
W-405 W-409
W-408W-406
WB-52
HWY 441
UN
NAM
ED
RD
AR 1
401
150' X 50'171' X 50'
100' X 25'100' X 25'
4160
+00
4190
+00
4180
+00
4170
+00
79Typical A2Typical B2
MAT
CH
LIN
E 4
150+
00
MAT
CH
LIN
E 4
200+
00
MA
P
OKEECHOBEE COUNTY, FLORIDA
CO
UN
TY
40 40
50 50
60 60
70 70
80 80
90 90
4150+00 4152+00 4155+00 4158+00 4161+00 4164+00 4167+00 4170+00 4173+00 4176+00 4179+00 4182+00 4185+00 4188+00 4191+00 4194+00 4197+00 4200+00
GR
OU
ND
PR
OFI
LE
!!
FLORIDA DEPARTMENTOF TRANSPORTATION
51 FT4164+64 TO 4165+15
OKEECHOBEE COUNTYROW63 FT
4194+59 TO 4195+22
3005VOOR JAAR RANCH, LLC
368 FT4196+32 TO 4200+00
3003VOOR JAAR RANCH, LLC
2944 FT4165+15 TO 4194+59
3003VOOR JAAR RANCH, LLC
1464 FT4150+00 TO 4164+64
3003VOOR JAAR RANCH, LLC
51 FT4195+22 TO 4195+73
3004VOOR JAAR RANCH, LLC
59 FT4195+73 TO 4196+32
MAT
CH
LIN
E42
00+0
0
MAT
CH
LIN
E41
50+0
0
OW
NE
RS
HIP
100' X 75'
³
DISCLAIMER: UNIVERSALPEGASUS INTERNATIONAL MAKES NO WARRANTY (EXPRESSED, IMPLIED OR OTHERWISE)THAT THE INFORMATION CONTAINED HEREIN IS ACCURATE OR COMPLETE AS TO ANY AND ALL SUBSURFACECONDITIONS AND CONFORMATION. ANY RELIANCE CONTRACTOR PLACES ON THE INFORMATION CONTAINED HEREINAS TO SUCH CONDITIONS, IS DONE SO AT ITS OWN RISK AND EXPENSE. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO CONTACT THE STATE "ONE CALL" SYSTEM PRIOR TO ANY EXCAVATION.
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
TYPICAL DRAWINGS
CATHODIC PROTECTION STD. SINGLE POINT TEST STATION, TYPE 1
21040-510-TYP-20001
DWG/FIELD BOOK NO. TITLE
CATHODIC PROTECTION STD. FOREIGN PIPELINE CROSSING TEST STATION, TYPE 2
21040-510-TYP-20002
AERIAL MARKER INSTALLATION DETAIL
CONTINUOUS CONCRETE COATING STANDARD FOR 36" / 30" PIPELINE
21040-510-TYP-20112
WARNING SIGN DETAIL
TYPICAL SADDLE BAG WEIGHTS21040-510-TYP-20113
21040-510-TYP-20114
21040-510-TYP-20115
AERIAL MARKER DETAIL21040-510-TYP-20116
TYPICAL PIPELINE MARKER ASSEMBLY21040-510-TYP-20117
PIPELINE MARKER “WARNING” DECAL
21040-510-TYP-20118
21040-510-TYP-2002821040-510-TYP-20029 TYPICAL OPEN CUT / BORE
GROUND PROFILE
LEGEND
""
!!
!
" ""
""
101
XX
""XXM
P
HDD PIPE
3R RAD FIT
TRANSITION PIPE
CONT. CONC. COAT.
SET-ON WEIGHTS
WARNING SIGN
MATERIAL ITEM
AERIAL MARKER
CP TEST STATION
BV MOV / BV & CV
PIPELINE MARKER
PIPELINE MILEPOST
PIPELINE ROUTE
FENCE
POWER LINE
TELEPHONE LINE
BURIED CABLE
FOREIGN PIPELINE
RAILROAD
HIGHWAY / ROAD
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
NON FORESTED WETLAND
FORESTED WETLAND
WATERBODY
PARCEL NUMBER
ROOKERY
PLSS SECTION LINE
ROW PARCEL
SPREAD BREAK
COUNTY BOUNDARY
!!
!!(W
POINT OFINTERSECTION (PI)
WATER WELL
ROOKERY BUFFER (1000 FEET)
!> HDD ENTRY / EXIT
TYPICAL / DETAILCONFIGURATION
Typical / Detail
WATERLINE
SEWER LINE
!
VERTICAL FITTING!!
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
XXXXX.XXX
XXXXXXXX
U UTILITY LINE
ÉÛð TRAP
ENVIRONMENTAL SURVEY AREA
Ed2ñEd1ñ
dª ANODE BED
INDUCTION BEND
BORE PIPELINE PIPE
##
* )
BILL OF MATERIALS
7 5000 FT 30" O.D. x 0.429" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARYITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
GENERAL INFORMATION1. THE MINIMUM DEPTH OF COVER FOR THE PROJECT IS 36INCHES. ADDITIONAL DEPTH OF COVER IS REQUIRED FOR ROAD AND WATERBODY CROSSINGS, AND IS TO BE INACCORDANCE WITH REFERENCED PERMIT DRAWINGS, SITESPECIFIC DRAWINGS, OR CONSTRUCTION SPECIFICATIONS,WHICHEVER IS MORE STRINGENT. 2. THE BOUNDARIES OF ALL WORK AREAS WILL BE CLEARLYMARKED AND ALL WORK SHALL REMAIN WITHIN THEDESIGNATED WORK AREA. 3. THE REQUIRED STATE ONE CALL NOTIFICATION IS THERESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. 4. THE CONTRACTOR SHALL ACCESS THE WORK AREA USINGONLY PUBLIC ROADS AND APPROVED ACCESS ROADS. 5. ADDITIONAL WARNING SIGNS MAY BE REQUIRED AS DICTATED BY CONSTRUCTION CONTRACT. 6. MAP PROJECTION: NAD 1983 HARN STATE PLANE FLORIDAEAST FIPS 0901 FEET. VERTICAL DATUM: NAVD 88.
SPECIAL NOTES1. INDUCTION BEND QUANTITIES ALONG WITH THEIRDESCRIPTIONS ARE LOCATED ON DRAWING21040-505-FBW-00001.
SHEET 88
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 4150+00 TO 4200+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OKEECHOBEE COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00088 REV. H
TRACT
GR
OU
ND
PR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 3
0'SC
ALE
: 1" =
200
'
SUR
VEY
DAT
AEN
GIN
EE
RIN
G D
ATA
REFERENCE DRAWING
CLASS LOCATION
ENV
IRO
NM
ENTA
L D
ATA
MINIMUM DEPTH OF COVER
AC MITIGATION
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control TOPSOIL SALVAGE
THREATENED AND ENDANGERED SPECIES
Special Conditions TIMING CONSTRAINT
Special Conditions CONSTRAINT 2
Special Conditions CONSTRAINT 3
Special Conditions CONSTRAINT 4
PERMANENT EROSION CONTROL
SPECIALCONDITIONS
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
55 EA SET ON WEIGHTS
6 EA PIPELINE MARKERS
2 EA WARNING SIGNS
1 EA CP TEST STATION TYPE 1
0 EA CP TEST STATION TYPE 2
0 EA AERIAL MARKERS
0 EA ANODE BEDS
CONTINUOUS CONCRETE COATING
35 FT6" OF CONTINUOUS CONCRETE COATING
(140 PCF DENSITY CONCRETE)
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
PIPE COATING DATAPIPE COATING: 14 MIL MINIMUM FBE AND 24 MIL MINIMUM ARO
GIRTH WELD COATING: 2 PART EPOXY
INTERNAL COATING (YES/NO): NO REV. 0
F
G
H
0 ISSUED FOR CONSTRUCTION
ISSUED FOR 95% REVIEW
ISSUED FOR 90% REVIEW
ISSUED FOR FINAL REVIEW
2015-08-14
2014-09-05
2015-10-23
2015-11-13
RGMJ
ANODE BED DEEP WELL
2. - SEE ARK DRAWING PACKAGE FOR ANODE BED DEEP WELL.dª
ANODE BED DEEP WELL
AC MITIGATION / CATHODIC PROTECTION
0 ISSUED FOR CONSTRUCTION 2015-12-15 MJ RGMB
1 IFC (UPDATE ENV., RE-ROUTES, FOOT-PRINT) 2016-04-08 MJ RGMB
1
!! ! !!!! ! !!!!! ! !! !
!!
4202
+37
4213
+85
4221
+05
4243
+27
4200
+15
4205
+29
4220
+86
4239
+93
4248
+67
19'222' 856' 133'334'
W-414W-410 W-411 W-419W-417
4221
+81
4221
+76
5'
WB-52A
4220
+47
4221
+04
4221
+56
4222
+01
MAT
CH
LIN
E 4
250+
00
MAT
CH
LIN
E 4
200+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 5' 4' 5' 3'
Class I
MAT
ER
IAL
2
³H>³H> á")
á")Edñ1
! !! ! !" " " " " " " " " " " " " " " " " " " " " " " " " " " " "!
MAT
CH
LIN
E42
00+0
0
MAT
CH
LIN
E42
50+0
0
5000'¬«7
80
4221
+09
4205
+87
4218
+08
4220
+80
4230
+85
4238
+95
4220
+52
4246
+22
4220
+45
4222
+52
4243
+78
4220
+36
4239
+43
4247
+95
20-7K# SBW 11.5 CC
39-7K# SBW 11.5 CC
19-7K# SBW 11.5 CC
4214
+35
1435'-6" CCC
MAT
ER
IAL
! !! !! !! !! !! ! ! !
MAT
CH
LIN
E42
00+0
0
MAT
CH
LIN
E42
50+0
0
4220
+64
TOP
OF
BA
NK
4220
+87
TOP
OF
BA
NK
4220
+75
UN
NA
ME
D R
D
4221
+45
PO
WE
R L
INE
4220
+52
FEN
CE
4221
+09
FEN
CE
4220
+57
CL
DIT
CH
4220
+94
CL
DIT
CH
4220
+75
CL
AR
124
4
4236
+77
FEN
CE
CO
RN
ER
LT
25'
4218
+08
PI
11º3
0'28
" RT
4220
+81
PI
11º5
0'9"
LT
4236
+72
PI
11º2
0'52
" LT
4238
+95
PI
11º4
0'33
" RT
STAT
ION
ING
P P P P P P P P P P P P P P P P P P P
PP
PP
PP
XX
XX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
!! !
!
!
!
!!
! !! ! !
!
! !
!! !
!! !
!
! !!
!!
!
!
!!
!
!
!
!
!!
! !! !
!
! !
!!
!
!
³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. B2N.T.S.
25'50'
T.W.S.
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.
( (
30063005
3004
W-412
W-411
W-417
W-410
W-413
W-419
W-416
W-409
W-414
W-414-A1 WB-52B
WB-52C
WB-52DWB-52A
HWY 441
UN
NAM
ED
RD
AR 1
244
4043' X 9'777' X 6'
100' X 25'100' X 25'
4210
+00
4240
+00
4230
+00
4220
+00
80 Typical A2Typical B2
MAT
CH
LIN
E 4
200+
00
MAT
CH
LIN
E 4
250+
00
MA
P
OKEECHOBEE COUNTY, FLORIDA
CO
UN
TY
40 40
50 50
60 60
70 70
80 80
90 90
4200+00 4203+00 4206+00 4209+00 4212+00 4215+00 4218+00 4221+00 4224+00 4227+00 4230+00 4233+00 4236+00 4239+00 4242+00 4245+00 4248+00 4250+00
GR
OU
ND
PR
OFI
LE
!!
FLORIDA DEPARTMENTOF TRANSPORTATION
50 FT4241+25 TO 4241+75
3006VOOR JAAR RANCH, LLC
825 FT4241+75 TO 4250+00
3006VOOR JAAR RANCH, LLC
1588 FT4225+37 TO 4241+25
3005VOOR JAAR RANCH, LLC
2537 FT4200+00 TO 4225+37
MAT
CH
LIN
E42
50+0
0
MAT
CH
LIN
E42
00+0
0
OW
NE
RS
HIP
BILL OF MATERIALS
7 5000 FT 30" O.D. x 0.429" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARYITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
78 EA SET ON WEIGHTS
5 EA PIPELINE MARKERS
2 EA WARNING SIGNS
1 EA CP TEST STATION TYPE 1
0 EA CP TEST STATION TYPE 2
1 EA AERIAL MARKERS
0 EA ANODE BEDS
CONTINUOUS CONCRETE COATING
1435 FT6" OF CONTINUOUS CONCRETE COATING
(140 PCF DENSITY CONCRETE)
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
PIPE COATING DATAPIPE COATING: 14 MIL MINIMUM FBE AND 24 MIL MINIMUM ARO
GIRTH WELD COATING: 2 PART EPOXY
INTERNAL COATING (YES/NO): NO
GENERAL INFORMATION1. THE MINIMUM DEPTH OF COVER FOR THE PROJECT IS 36INCHES. ADDITIONAL DEPTH OF COVER IS REQUIRED FOR ROAD AND WATERBODY CROSSINGS, AND IS TO BE INACCORDANCE WITH REFERENCED PERMIT DRAWINGS, SITESPECIFIC DRAWINGS, OR CONSTRUCTION SPECIFICATIONS,WHICHEVER IS MORE STRINGENT. 2. THE BOUNDARIES OF ALL WORK AREAS WILL BE CLEARLYMARKED AND ALL WORK SHALL REMAIN WITHIN THEDESIGNATED WORK AREA. 3. THE REQUIRED STATE ONE CALL NOTIFICATION IS THERESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. 4. THE CONTRACTOR SHALL ACCESS THE WORK AREA USINGONLY PUBLIC ROADS AND APPROVED ACCESS ROADS. 5. ADDITIONAL WARNING SIGNS MAY BE REQUIRED AS DICTATED BY CONSTRUCTION CONTRACT. 6. MAP PROJECTION: NAD 1983 HARN STATE PLANE FLORIDAEAST FIPS 0901 FEET. VERTICAL DATUM: NAVD 88.
SPECIAL NOTES1. INDUCTION BEND QUANTITIES ALONG WITH THEIRDESCRIPTIONS ARE LOCATED ON DRAWING21040-505-FBW-00001.
SHEET 89
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 4200+00 TO 4250+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OKEECHOBEE COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00089 REV. H
TRACT
GR
OU
ND
PR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 3
0'SC
ALE
: 1" =
200
'
SUR
VEY
DAT
AEN
GIN
EE
RIN
G D
ATA
REFERENCE DRAWING
CLASS LOCATION
ENV
IRO
NM
ENTA
L D
ATA
MINIMUM DEPTH OF COVER
AC MITIGATION
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control TOPSOIL SALVAGE
THREATENED AND ENDANGERED SPECIES
Special Conditions TIMING CONSTRAINT
Special Conditions CONSTRAINT 2
Special Conditions CONSTRAINT 3
Special Conditions CONSTRAINT 4
PERMANENT EROSION CONTROL
SPECIALCONDITIONS
³
DISCLAIMER: UNIVERSALPEGASUS INTERNATIONAL MAKES NO WARRANTY (EXPRESSED, IMPLIED OR OTHERWISE)THAT THE INFORMATION CONTAINED HEREIN IS ACCURATE OR COMPLETE AS TO ANY AND ALL SUBSURFACECONDITIONS AND CONFORMATION. ANY RELIANCE CONTRACTOR PLACES ON THE INFORMATION CONTAINED HEREINAS TO SUCH CONDITIONS, IS DONE SO AT ITS OWN RISK AND EXPENSE. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO CONTACT THE STATE "ONE CALL" SYSTEM PRIOR TO ANY EXCAVATION.
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
TYPICAL DRAWINGS
CATHODIC PROTECTION STD. SINGLE POINT TEST STATION, TYPE 1
21040-510-TYP-20001
DWG/FIELD BOOK NO. TITLE
CATHODIC PROTECTION STD. FOREIGN PIPELINE CROSSING TEST STATION, TYPE 2
21040-510-TYP-20002
AERIAL MARKER INSTALLATION DETAIL
CONTINUOUS CONCRETE COATING STANDARD FOR 36" / 30" PIPELINE
21040-510-TYP-20112
WARNING SIGN DETAIL
TYPICAL SADDLE BAG WEIGHTS21040-510-TYP-20113
21040-510-TYP-20114
21040-510-TYP-20115
AERIAL MARKER DETAIL21040-510-TYP-20116
TYPICAL PIPELINE MARKER ASSEMBLY21040-510-TYP-20117
PIPELINE MARKER “WARNING” DECAL
21040-510-TYP-20118
21040-510-TYP-2002821040-510-TYP-20029 TYPICAL OPEN CUT / BORE
GROUND PROFILE
LEGEND
""
!!
!
" ""
""
101
XX
""XXM
P
HDD PIPE
3R RAD FIT
TRANSITION PIPE
CONT. CONC. COAT.
SET-ON WEIGHTS
WARNING SIGN
MATERIAL ITEM
AERIAL MARKER
CP TEST STATION
BV MOV / BV & CV
PIPELINE MARKER
PIPELINE MILEPOST
PIPELINE ROUTE
FENCE
POWER LINE
TELEPHONE LINE
BURIED CABLE
FOREIGN PIPELINE
RAILROAD
HIGHWAY / ROAD
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
NON FORESTED WETLAND
FORESTED WETLAND
WATERBODY
PARCEL NUMBER
ROOKERY
PLSS SECTION LINE
ROW PARCEL
SPREAD BREAK
COUNTY BOUNDARY
!!
!!(W
POINT OFINTERSECTION (PI)
WATER WELL
ROOKERY BUFFER (1000 FEET)
!> HDD ENTRY / EXIT
TYPICAL / DETAILCONFIGURATION
Typical / Detail
WATERLINE
SEWER LINE
!
VERTICAL FITTING!!
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
XXXXX.XXX
XXXXXXXX
U UTILITY LINE
ÉÛð TRAP
ENVIRONMENTAL SURVEY AREA
Ed2ñEd1ñ
dª ANODE BED
INDUCTION BEND
BORE PIPELINE PIPE
##
* )
REV. 0
F
G
H
0 ISSUED FOR CONSTRUCTION
ISSUED FOR 95% REVIEW
ISSUED FOR 90% REVIEW
ISSUED FOR FINAL REVIEW
2015-08-14
2014-09-05
2015-10-23
2015-11-13
RGMJ
ANODE BED DEEP WELL
2. - SEE ARK DRAWING PACKAGE FOR ANODE BED DEEP WELL.dª
ANODE BED DEEP WELL
AC MITIGATION / CATHODIC PROTECTION
0 ISSUED FOR CONSTRUCTION 2015-12-15 MJ RGMB
1 IFC (UPDATE ENV., RE-ROUTES, FOOT-PRINT) 2016-04-08 MJ RGMB
1
!!!!! ! !!! !!
!!
4298
+41
159'
W-423
4256
+58
4269
+17
4280
+04
4298
+41
4263
+07
4275
+49
4292
+85
658' 610' 455' 556'
W-419 W-420 W-420A W-421
MAT
CH
LIN
E 4
300+
00
MAT
CH
LIN
E 4
250+
00
EN
VIR
ON
ME
NTA
L D
ATA
3'
Class I
MAT
ER
IAL
2
á")Edñ1
! !! ! ! !" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " " " "
MAT
CH
LIN
E42
50+0
0
MAT
CH
LIN
E43
00+0
0
5000'¬«7
4256
+11
4263
+47
4273
+44
4283
+52
4293
+49
4272
+93
4272
+93
4257
+08
4269
+67
4280
+54
4262
+56
4274
+99
4292
+24
63-7K# SBW 11.5 CC
63-7K# SBW 11.5 CC
49-7K# SBW 11.5 CC
68-7K# SBW 11.5 CC
MAT
ER
IAL
! !
MAT
CH
LIN
E42
50+0
0
MAT
CH
LIN
E43
00+0
0
4272
+95
FEN
CE
CO
RN
ER
L
T 20
'
4287
+65
GU
Y A
NC
HO
R
LT 1
'
STAT
ION
ING
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P
PP
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
!! !! ! !! !! ! !! !! ! !! !! !! !! !! !! ! !! !! ! !! !! ! !! !! ! !! !! ! !! !³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.PERM. ROW
PROPOSED C/L
TYP. CONFIG. B2N.T.S.
25'50'
T.W.S.
((
30083007
3006
W-420W-419 W-421W-420A
W-423
W-421W-417
HWY 441
4043' X 9'
4260
+00
4290
+00
4280
+00
4270
+00
81Typical B2 Typical A2
MAT
CH
LIN
E 4
250+
00
MAT
CH
LIN
E 4
300+
00
MA
P
OKEECHOBEE COUNTY, FLORIDA
CO
UN
TY
30 30
40 40
50 50
60 60
70 70
80 80
4250+00 4251+00 4254+00 4257+00 4260+00 4263+00 4266+00 4269+00 4272+00 4275+00 4278+00 4281+00 4284+00 4287+00 4290+00 4293+00 4296+00 4299+00 4300+00
GR
OU
ND
PR
OFI
LE
!!
3006VOOR JAAR RANCH, LLC
627 FT4250+00 TO 4256+27
3007VOOR JAAR RANCH, LLC
1003 FT4256+27 TO 4266+30
3008VOOR JAAR RANCH, LLC
3370 FT4266+30 TO 4300+00
MAT
CH
LIN
E43
00+0
0
MAT
CH
LIN
E42
50+0
0
OW
NE
RS
HIP
4272
+92
BAR
BED
WIR
E
F
EN
CE
BILL OF MATERIALS
7 5000 FT 30" O.D. x 0.429" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARYITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
243 EA SET ON WEIGHTS
5 EA PIPELINE MARKERS
1 EA WARNING SIGNS
1 EA CP TEST STATION TYPE 1
0 EA CP TEST STATION TYPE 2
0 EA AERIAL MARKERS
0 EA ANODE BEDS
CONTINUOUS CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
PIPE COATING DATAPIPE COATING: 14 MIL MINIMUM FBE AND 24 MIL MINIMUM ARO
GIRTH WELD COATING: 2 PART EPOXY
INTERNAL COATING (YES/NO): NO
GENERAL INFORMATION1. THE MINIMUM DEPTH OF COVER FOR THE PROJECT IS 36INCHES. ADDITIONAL DEPTH OF COVER IS REQUIRED FOR ROAD AND WATERBODY CROSSINGS, AND IS TO BE INACCORDANCE WITH REFERENCED PERMIT DRAWINGS, SITESPECIFIC DRAWINGS, OR CONSTRUCTION SPECIFICATIONS,WHICHEVER IS MORE STRINGENT. 2. THE BOUNDARIES OF ALL WORK AREAS WILL BE CLEARLYMARKED AND ALL WORK SHALL REMAIN WITHIN THEDESIGNATED WORK AREA. 3. THE REQUIRED STATE ONE CALL NOTIFICATION IS THERESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. 4. THE CONTRACTOR SHALL ACCESS THE WORK AREA USINGONLY PUBLIC ROADS AND APPROVED ACCESS ROADS. 5. ADDITIONAL WARNING SIGNS MAY BE REQUIRED AS DICTATED BY CONSTRUCTION CONTRACT. 6. MAP PROJECTION: NAD 1983 HARN STATE PLANE FLORIDAEAST FIPS 0901 FEET. VERTICAL DATUM: NAVD 88.
SPECIAL NOTES1. INDUCTION BEND QUANTITIES ALONG WITH THEIRDESCRIPTIONS ARE LOCATED ON DRAWING21040-505-FBW-00001.
SHEET 90
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 4250+00 TO 4300+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OKEECHOBEE COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00090 REV. H
TRACT
GR
OU
ND
PR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 3
0'SC
ALE
: 1" =
200
'
SUR
VEY
DAT
AEN
GIN
EE
RIN
G D
ATA
REFERENCE DRAWING
CLASS LOCATION
ENV
IRO
NM
ENTA
L D
ATA
MINIMUM DEPTH OF COVER
AC MITIGATION
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control TOPSOIL SALVAGE
THREATENED AND ENDANGERED SPECIES
Special Conditions TIMING CONSTRAINT
Special Conditions CONSTRAINT 2
Special Conditions CONSTRAINT 3
Special Conditions CONSTRAINT 4
PERMANENT EROSION CONTROL
SPECIALCONDITIONS
³
DISCLAIMER: UNIVERSALPEGASUS INTERNATIONAL MAKES NO WARRANTY (EXPRESSED, IMPLIED OR OTHERWISE)THAT THE INFORMATION CONTAINED HEREIN IS ACCURATE OR COMPLETE AS TO ANY AND ALL SUBSURFACECONDITIONS AND CONFORMATION. ANY RELIANCE CONTRACTOR PLACES ON THE INFORMATION CONTAINED HEREINAS TO SUCH CONDITIONS, IS DONE SO AT ITS OWN RISK AND EXPENSE. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO CONTACT THE STATE "ONE CALL" SYSTEM PRIOR TO ANY EXCAVATION.
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
TYPICAL DRAWINGS
CATHODIC PROTECTION STD. SINGLE POINT TEST STATION, TYPE 1
21040-510-TYP-20001
DWG/FIELD BOOK NO. TITLE
CATHODIC PROTECTION STD. FOREIGN PIPELINE CROSSING TEST STATION, TYPE 2
21040-510-TYP-20002
AERIAL MARKER INSTALLATION DETAIL
CONTINUOUS CONCRETE COATING STANDARD FOR 36" / 30" PIPELINE
21040-510-TYP-20112
WARNING SIGN DETAIL
TYPICAL SADDLE BAG WEIGHTS21040-510-TYP-20113
21040-510-TYP-20114
21040-510-TYP-20115
AERIAL MARKER DETAIL21040-510-TYP-20116
TYPICAL PIPELINE MARKER ASSEMBLY21040-510-TYP-20117
PIPELINE MARKER “WARNING” DECAL
21040-510-TYP-20118
21040-510-TYP-2002821040-510-TYP-20029 TYPICAL OPEN CUT / BORE
GROUND PROFILE
LEGEND
""
!!
!
" ""
""
101
XX
""XXM
P
HDD PIPE
3R RAD FIT
TRANSITION PIPE
CONT. CONC. COAT.
SET-ON WEIGHTS
WARNING SIGN
MATERIAL ITEM
AERIAL MARKER
CP TEST STATION
BV MOV / BV & CV
PIPELINE MARKER
PIPELINE MILEPOST
PIPELINE ROUTE
FENCE
POWER LINE
TELEPHONE LINE
BURIED CABLE
FOREIGN PIPELINE
RAILROAD
HIGHWAY / ROAD
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
NON FORESTED WETLAND
FORESTED WETLAND
WATERBODY
PARCEL NUMBER
ROOKERY
PLSS SECTION LINE
ROW PARCEL
SPREAD BREAK
COUNTY BOUNDARY
!!
!!(W
POINT OFINTERSECTION (PI)
WATER WELL
ROOKERY BUFFER (1000 FEET)
!> HDD ENTRY / EXIT
TYPICAL / DETAILCONFIGURATION
Typical / Detail
WATERLINE
SEWER LINE
!
VERTICAL FITTING!!
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
XXXXX.XXX
XXXXXXXX
U UTILITY LINE
ÉÛð TRAP
ENVIRONMENTAL SURVEY AREA
Ed2ñEd1ñ
dª ANODE BED
INDUCTION BEND
BORE PIPELINE PIPE
##
* )
REV. 0
F
G
H
0 ISSUED FOR CONSTRUCTION
ISSUED FOR 95% REVIEW
ISSUED FOR 90% REVIEW
ISSUED FOR FINAL REVIEW
2015-08-14
2014-09-05
2015-10-23
2015-11-13
RGMJ
ANODE BED DEEP WELL
2. - SEE ARK DRAWING PACKAGE FOR ANODE BED DEEP WELL.dª
ANODE BED DEEP WELL
AC MITIGATION / CATHODIC PROTECTION
0 ISSUED FOR CONSTRUCTION 2015-12-15 MJ RGMB
1 IFC (UPDATE ENV., RE-ROUTES, FOOT-PRINT) 2016-04-08 MJ RGMB
1
