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!! ! ! ! !!!! ! ! ! !! ! ! !! ! !! !
!!
2761
+91
2778
+38
2780
+70
2783
+11
2790
+57
2794
+51
2758
+43
2777
+80
2778
+38
2780
+70
2789
+27
2793
+18
2795
+33
348' 58' 232' 241' 130' 133' 467'
W-251W-251A W-251B W-251B W-251B W-251BW-251B1
2789
+27
2793
+18
2795
+33
2783
+11
2790
+57
2794
+51
616' 261' 82'
WB-35A WB-35A WB-35A
2775
+40
MAT
CH
LIN
E 2
800+
00
MAT
CH
LIN
E 2
750+
00
ENV
IRO
NM
EN
TAL
DAT
A
4' SEE REF DWG
Class I
21040-505-HDW-12002
MAT
ER
IAL
2
! !
(?
Edñ1!!" " " " " " " " " " " " " " !
MAT
CH
LIN
E27
50+0
0
MAT
CH
LIN
E28
00+0
0
2774
+60
2775
+40
2460' 80' 2460'¬«1 ¬«5 ¬«4
2756
+51
2766
+51
2774
+54
2769
+66
2762
+43
2757
+91
44-9K# SBW 10.5 CC 10
°27
75+4
0MAT
ER
IAL
!! !!!
MAT
CH
LIN
E27
50+0
0
MAT
CH
LIN
E28
00+0
0
2780
+98
WAT
ER
ED
GE
2777
+92
TOP
OF
BAN
K
2780
+66
TOE
OF
SLO
PE
2780
+73
TOP
OF
BAN
K
2775
+40
HD
D E
XIT
STA
TIO
NIN
G
P P P
X X X X
XX
X
XXXXX
!! ! !! !! ! !!!! ! !! !! ! !!
!! !! !! !! !! !! !! ! !! !!
!!! !! ! !! !!
! (? ³H>
M
P
PERM. ROW
PROPOSED C/L
N.T.S.
50'
TYP. CONFIG. C
PERM. ROW
PROPOSED C/L
TYP. CONFIG. B1N.T.S.
25'
50'
T.W.S.
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A1N.T.S.
50'
50'
T.W.S.
( ((
1490
1621
1623
W-251B
W-251
W-251B1
W-251A
W-251C
W-257
W-254
W-256
W-255
W-256-A2
W-256-A1
W-258
WB-35A
WB-35B WB-35C
HWY 60
1784' X 25' 392' X 25'449' X 25'429' X 50' 302' X 50'
231' X 75' 150' X 75'
2760
+00
2770
+00
2790
+00
2780
+00HDD EXIT
53Typical C
Typical B1 Typical A1
MAT
CH
LIN
E 2
750+
00
MAT
CH
LIN
E 2
800+
00
MA
P
POLK COUNTY, FLORIDA OSCEOLA COUNTY, FLORIDA
CO
UN
TY
20 20
30 30
40 40
50 50
60 60
70 70
2750+00 2751+00 2754+00 2757+00 2760+00 2763+00 2766+00 2769+00 2772+00 2775+00 2778+00 2781+00 2784+00 2787+00 2790+00 2793+00 2796+00 2799+00 2800+00
GR
OU
ND
PR
OFI
LE
!!
FLORIDA DEPARTMENTOF TRANSPORTATION
203 FT2780+86 TO 2782+89
OSCEOLA COUNTY ROW 247 FT
2797+53 TO 2800+00
1490 SOUTH FLORIDA WATER MANAGEMENT DISTRICT
3086 FT 2750+00 TO 2780+86
1490 SOUTH FLORIDA WATER MANAGEMENT DISTRICT
1464 FT 2782+89 TO 2797+53
MAT
CH
LIN
E28
00+0
0
MAT
CH
LIN
E27
50+0
0
OW
NE
RS
HIP
BILL OF MATERIALS
1 2460 FT 36" O.D. x 0.520" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
4 2460 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
5 80 FT 36" O.D. x 0.625" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
1 EA 10° 3R VERTICAL FITTING
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
44 EA SET ON WEIGHTS
3 EA PIPELINE MARKERS
0 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 60
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: 2750+00 TO 2800+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK AND OSCEOLA COUNTIES, FLORIDASCALE: 1" = 200' 21040-510-ALS-00060 REV. H
TRACT
GR
OU
ND
P
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 3
0'S
CA
LE: 1
" = 2
00'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
A
REFERENCE DRAWING
CLASS LOCATION
EN
VIR
ON
ME
NTA
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
E
d2ñ
E
d1ñ
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
!!!!!!! !!!!!!! !!! !!! !!! !! !!
!!
2802
+94
2808
+70
2815
+70
2823
+18
2827
+33
2837
+67
2838
+97
2805
+46
2811
+04
2822
+47
2826
+89
2837
+39
2838
+87
10'28'44'71'466'324'294'
W-266JW-266KW-251DW-251DW-251GW-251-FW-251B
2805
+46
2811
+04
2822
+47
2802
+94
2808
+70
2815
+70
252' 234' 677'
WB-35A WB-35A WB-35D
2836
+51
2835
+81
2829
+40
2837
+07
2837
+29
2839
+09
MAT
CH
LIN
E 2
850+
00
MAT
CH
LIN
E 2
800+
00
EN
VIR
ON
ME
NTA
L D
ATA
SEE REF DWG 3' 4' SEE REF DWG 3'
Class I
21040-505-HDW-12002 21040-505-MVW-00010 21040-440-PMW-00043
MAT
ER
IAL
2
! !!!! ! !!
(?á")
á")
á")
á") E
dñ1
E
dñ1! !" " "3131! !! ## ##
MAT
CH
LIN
E28
00+0
0
MAT
CH
LIN
E28
50+0
0
2829
+40
2830
+20
2835
+81
2836
+01
2836
+31
2836
+51
2837
+29
2839
+09
80'2940' 1091'180'30'561' 20' 20' 78'¬«5¬«4 ¬«1¬«3¬«1 ¬«6 ¬«6 ¬«1
2834
+00
2836
+95
2839
+28
2847
+99
2823
+19
2827
+33
2837
+70
2838
+95
2836
+30
2845
+11
2839
+47
2839
+14
4-9K# SBW 10.5 CC
2836
+16
10°
90°
90°
2829
+40
2834
+00
2839
+28MAT
ER
IAL
! !!! !!! !!! !! ! !!! ! !! ! !! ! !! !!!! !!!!! ! ! ! ! !! ! !!! !!!!!!!! !
MAT
CH
LIN
E28
00+0
0
MAT
CH
LIN
E28
50+0
0
2822
+55
WAT
ER
ED
GE
2824
+02
TOP
OF
BA
NK
2826
+71
TOP
OF
BA
NK
2827
+51
TOP
OF
BA
NK
2837
+35
TOP
OF
BA
NK
2837
+47
TOE
OF
SLO
PE
2837
+55
TOE
OF
SLO
PE
2837
+88
TOP
OF
BA
NK
2838
+04
TOP
OF
BA
NK
2838
+24
TOP
OF
BA
NK
2838
+79
TOP
OF
BA
NK
2839
+01
TOP
OF
BA
NK
2837
+11
RO
AD
ED
GE
2837
+24
RO
AD
ED
GE
2838
+37
RO
AD
ED
GE
2838
+68
RO
AD
ED
GE
2845
+08
RO
AD
ED
GE
2845
+20
RO
AD
ED
GE
2837
+17
UN
NA
ME
D R
D
2838
+53
HW
Y 6
0
2845
+14
UN
NA
ME
D R
D
2839
+08
PO
WE
R L
INE
2841
+40
PO
WE
R L
INE
2839
+07
FEN
CE
2844
+57
FEN
CE
2844
+82
FEN
CE
2844
+90
FEN
CE
2844
+90
FEN
CE
2846
+00
FEN
CE
2836
+43
CL
AR
194
63
2837
+17
CL
AR
102
54
2845
+14
CL
AR
130
57
2829
+40
HD
D E
NTR
Y
2827
+07
CO
NC
RE
TE
BO
AT R
AM
P
RT
1'28
27+2
6 C
ON
CR
ETE
B
OAT
RA
MP
LT
1'
2839
+04
PO
WE
R P
OLE
R
T 81
'
2841
+40
GU
Y A
NC
HO
R
RT
1'
2841
+41
GU
Y A
NC
HO
R
LT 3
'28
41+4
1 G
UY
AN
CH
OR
LT
6'
2841
+42
GU
Y A
NC
HO
R
LT 9
'28
41+4
4 P
OW
ER
PO
LE
LT 2
4'28
41+5
9 G
UY
AN
CH
OR
LT
21'
2841
+61
GU
Y A
NC
HO
R
LT 2
1'28
41+6
4 G
UY
AN
CH
OR
LT
21'
2844
+37
FEN
CE
CO
RN
ER
LT
23'
2844
+58
FEN
CE
CO
RN
ER
R
T 2'
2844
+90
FEN
CE
CO
RN
ER
LT
1'
2845
+30
FEN
CE
CO
RN
ER
R
T 4'
2845
+97
FEN
CE
CO
RN
ER
R
T 5'
2846
+12
FEN
CE
CO
RN
ER
LT
21'
2836
+16
MLB
V 6
2834
+00
PI
89º5
9'57
" RT
2839
+28
PI
87º5
7'13
" LT
STAT
ION
ING
P
P P P P P P P P
PP
PP
P
XX
XX
XX
XXXXX
X
X
X
XXXXXXX
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
(?
31
PERM. ROW
PROPOSED C/L
N.T.S.
50'
TYP. CONFIG. C
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.
(
((
2002
2002.02 2002.01
1623
W-251G
W-251-F
W-251B
W-251D
W-266K
W-266J
W-251C
W-251E
W-266
W-266I
W-266-A2
W-266-A1
W-266-A3
WB-35D
WB-35A
WB-35E
WB-35C
HWY 60
UNNAMED RD
UN
NA
ME
D R
D
UNNAMED RD
AR
130
57
AR 1
9463
J&B-AR 66
J&B-AR 66A
AR 10254
504'
X 5
0'
242' X 50'
200' X 125'
88' X 25'
50' X 25'
2810
+00
2820
+00
2840
+00
2830
+00
HDD ENTRY
MLBV 6 @ MP 53.72
Typical C
Typical B2
Typical A2
MAT
CH
LIN
E 2
800+
00
MAT
CH
LIN
E 2
850+
00
MA
P
OSCEOLA COUNTY, FLORIDA
CO
UN
TY
20 20
30 30
40 40
50 50
60 60
70 70
2800+00 2802+00 2805+00 2808+00 2811+00 2814+00 2817+00 2820+00 2823+00 2826+00 2829+00 2832+00 2835+00 2838+00 2841+00 2844+00 2847+00 2850+00
GR
OU
ND
PR
OFI
LE
!!
HWY 60 FDOT 125 FT
2837+78 TO 2839+03
OSCEOLA COUNTY ROW 845 FT
2800+00 TO 2808+45
2002 THE LATT MAXCY CORPORATION
1097 FT 2839+03 TO 2850+00
2002.01 KENNETH G. HYATT
1058 FT 2827+20 TO 2837+78
2002.02 KENNETH HYATT
1875 FT 2808+45 TO 2827+20
MAT
CH
LIN
E28
50+0
0
MAT
CH
LIN
E28
00+0
0
OW
NE
RS
HIP
200' X 25'
167'
X 1
00'
dª
100' X 50'
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
##
* )
PIPE ASSEMBLIES
1 EA MLBV 6 (30')
QTY UOM 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 61
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: 2800+00 TO 2850+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OSCEOLA COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00061 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
BILL OF MATERIALSITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
1 1730 FT 36" O.D. x 0.520" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
3 180 FT 36" O.D. x 0.625" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
4 2940 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
5 80 FT 36" O.D. x 0.625" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
6 40 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
FITTINGS SUMMARY
1 EA 10° 3R VERTICAL FITTING2 EA 90° 3R HORIZONTAL FITTING
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
4 EA SET ON WEIGHTS
4 EA PIPELINE MARKERS
4 EA WARNING SIGNS
2 EA CP TEST STATION TYPE 1
0 EA CP TEST STATION TYPE 2
0 EA AERIAL MARKERS
EA ANODE BEDS1
CONTINUOUS CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
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
!! !!!
!!
2862
+52
2862
+39
13'
WB-37C
2862
+19
2862
+72
MAT
CH
LIN
E 2
900+
00
MAT
CH
LIN
E 2
850+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 5' 3'
Class I
MAT
ER
IAL
2
á")
!!" " "
MAT
CH
LIN
E28
50+0
0
MAT
CH
LIN
E29
00+0
0
5000'¬«1
2858
+67
2861
+79
2864
+91
2868
+39
2878
+39
2888
+39
2898
+39
2890
+45
2862
+77
2862
+14
8-9K# SBW 9 CC
MAT
ER
IAL
!! !! ! ! ! ! ! ! ! ! !!
MAT
CH
LIN
E28
50+0
0
MAT
CH
LIN
E29
00+0
0
2890
+45
FEN
CE
2887
+52
CL
AR
144
3
2890
+39
FEN
CE
CO
RN
ER
LT
25'
2856
+59
PI
2º8'
14" R
T
2857
+63
PI
2º8'
14" R
T
2858
+67
PI
2º8'
14" R
T
2859
+71
PI
2º8'
14" R
T
2860
+75
PI
2º8'
14" R
T
2861
+79
PI
2º8'
14" R
T
2862
+83
PI
2º8'
14" R
T
2863
+87
PI
2º8'
14" R
T
2864
+91
PI
2º8'
14" R
T
2865
+95
PI
2º8'
14" R
T
2866
+99
PI
2º8'
14" R
T
STAT
ION
ING
XX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
XX
XX
XX
XX
XX
XX
X
!
!
!
!
!
!
!!
!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.
(
2003
2002
2002.01 W-266D
W-266
W-266E
W-266HW-266A
W-266-CW-266G
W-266B
W-266F
W-266I
WB-37C
HWY 60
Typical A2
AR 1
443
100' X 50'
2870
+00
2890
+00
2860
+00
2880
+00
54
MAT
CH
LIN
E 2
850+
00
MAT
CH
LIN
E 2
900+
00
MA
P
OSCEOLA COUNTY, FLORIDA
CO
UN
TY
30 30
40 40
50 50
60 60
70 70
80 80
2850+00 2853+00 2856+00 2859+00 2862+00 2865+00 2868+00 2871+00 2874+00 2877+00 2880+00 2883+00 2886+00 2889+00 2892+00 2895+00 2898+00 2900+00
GR
OU
ND
PR
OFI
LE
!!
2003 THE LATT MAXCY CORPORATION
4683 FT 2853+17 TO 2900+00
2002THE LATT MAXCY
CORPORATION317 FT
2850+00 TO 2853+17 MAT
CH
LIN
E29
00+0
0
MAT
CH
LIN
E28
50+0
0
OW
NE
RS
HIP
BILL OF MATERIALS
1 5000 FT 36" O.D. x 0.520" 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
8 EA SET ON WEIGHTS
7 EA PIPELINE MARKERS
1 EA WARNING SIGNS
0 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 62
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: 2850+00 TO 2900+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OSCEOLA COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00062 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
!! !! !! !!
!!
2927
+88
2927
+76
12'
WB-37B
2927
+48
2928
+08
2934
+48
2934
+78
2934
+93
MAT
CH
LIN
E 2
950+
00
MAT
CH
LIN
E 2
900+
00
ENV
IRO
NM
EN
TAL
DAT
A
3' 5' 3' 5' 4' 3'
Class I
MAT
ER
IAL
2
³H>³H> á")
á")
á")
á")Edñ1
!!" " "
MAT
CH
LIN
E29
00+0
0
MAT
CH
LIN
E29
50+0
0
5000'¬«1
55
2910
+82
2903
+54
2920
+04
2930
+04
2945
+04
2910
+82
2911
+00
2934
+72
2934
+95
2911
+00
2928
+14
2927
+51
8-9K# SBW 9 CC
MAT
ER
IAL
!! ! ! !! !!!! ! !!! ! ! ! ! ! ! !
MAT
CH
LIN
E29
00+0
0
MAT
CH
LIN
E29
50+0
0
2927
+68
TOP
OF
BAN
K29
27+8
2 TO
P O
F BA
NK
2934
+58
TOP
OF
BAN
K
2934
+68
TOP
OF
BAN
K
2910
+91
UN
NA
MED
RD
2934
+83
UN
NA
MED
RD
2910
+81
FEN
CE
2911
+00
FEN
CE
2934
+72
FEN
CE
2934
+95
FEN
CE
2934
+63
CL
DIT
CH
2910
+91
CL
AR
137
7
2934
+83
CL
AR
137
8
2910
+73
FEN
CE
CO
RN
ER
LT 2
4'
2910
+84
FEN
CE
CO
RN
ER
RT
7'
2910
+98
FEN
CE
CO
RN
ER
RT
7'
2911
+06
FEN
CE
CO
RN
ER
LT
25'
2932
+39
FEN
CE
CO
RN
ER
LT 2
1'29
32+4
6 FE
NC
E C
OR
NER
LT
25'
2934
+67
FEN
CE
CO
RN
ER
LT 2
4'
2934
+96
MO
NU
ME
NT
LT
24'
STA
TIO
NIN
G
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX
XX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXX
!! !! !! ! !! !! ! !! !! !! !! ! !! ! !! !! ! !! !! ! !! !! ! !! !! ! !!! !!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.
((
20042003
W-268 W-272W-269 W-270 W-276
W-273
W-266 W-274W-271 W-275
WB-37B
HWY 60
UNNAMED RD
UN
NA
MED
RD
AR
137
7
AR
137
8
100' X 25' 100' X 25'
100' X 25'2910
+00
2920
+00
2940
+00
2930
+00
MAT
CH
LIN
E 2
900+
00
MAT
CH
LIN
E 2
950+
00
MA
P
OSCEOLA COUNTY, FLORIDA
CO
UN
TY
30 30
40 40
50 50
60 60
70 70
80 80
2900+00 2901+00 2904+00 2907+00 2910+00 2913+00 2916+00 2919+00 2922+00 2925+00 2928+00 2931+00 2934+00 2937+00 2940+00 2943+00 2946+00 2949+00 2950+00
GR
OU
ND
PR
OFI
LE
!!
2003THE LATT MAXCY CORPORATION
1036 FT2900+00 TO 2910+36
2004 THE LATT MAXCY CORPORATION
3964 FT 2910+36 TO 2950+00
MAT
CH
LIN
E29
50+0
0
MAT
CH
LIN
E29
00+0
0
OW
NE
RS
HIP
Typical A2 Typical B255
BILL OF MATERIALS
1 5000 FT 36" O.D. x 0.520" 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
8 EA SET ON WEIGHTS
4 EA PIPELINE MARKERS
4 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
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 63
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: 2900+00 TO 2950+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OSCEOLA COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00063 REV. H
TRACT
GR
OU
ND
P
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 3
0'S
CA
LE: 1
" = 2
00'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
A
REFERENCE DRAWING
CLASS LOCATION
EN
VIR
ON
ME
NTA
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
E
d2ñ
E
d1ñ
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
! !!
!!
2955
+37
2955
+57
MAT
CH
LIN
E 3
000+
00
MAT
CH
LIN
E 2
950+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 4' 3'
Class I
MAT
ER
IAL
2
á")
á")
á")E
dñ1
MAT
CH
LIN
E29
50+0
0
MAT
CH
LIN
E30
00+0
0
5000'¬«1
2964
+04
2974
+04
2990
+34
2955
+31
2955
+64
2980
+08
2955
+64MAT
ER
IAL
! !!! !! ! ! !!!!!
MAT
CH
LIN
E29
50+0
0
MAT
CH
LIN
E30
00+0
0
2955
+47
UN
NA
ME
D R
D
2955
+31
FEN
CE
2955
+64
FEN
CE
2980
+07
FEN
CE
2955
+47
CL
AR
132
8
2955
+26
FEN
CE
CO
RN
ER
LT
22'
2955
+33
FEN
CE
CO
RN
ER
R
T 11
'29
55+3
4 C
ATTL
E G
AP
RT
6'
2955
+34
CAT
TLE
GA
P R
T
12'
2955
+60
CAT
TLE
GA
P R
T
13'
2955
+61
CAT
TLE
GA
P R
T
7'29
55+6
1 FE
NC
E C
OR
NE
R
RT
12'
2955
+67
FEN
CE
CO
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ER
LT
22'
STAT
ION
ING
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
XXXXXXX
! !! !! !! !! ! !! !! ! !! !! ! !! !! ! !! !! !! ! !! !! ! !! !! ! !! !! ! !! !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.
( (
2004 2019.1
2005
W-282A
W-278 W-282W-280 W-283W-277HWY 60U
NN
AM
ED
RD
AR
132
8
12512' X 8'
100' X 75'
100' X 25' 100' X 25'
2990
+00
2980
+00
2960
+00
2970
+00
MAT
CH
LIN
E 2
950+
00
MAT
CH
LIN
E 3
000+
00
MA
P
OSCEOLA COUNTY, FLORIDA
CO
UN
TY
30 30
40 40
50 50
60 60
70 70
80 80
2950+00 2952+00 2955+00 2958+00 2961+00 2964+00 2967+00 2970+00 2973+00 2976+00 2979+00 2982+00 2985+00 2988+00 2991+00 2994+00 2997+00 3000+00
GR
OU
ND
PR
OFI
LE
!!
2004 THE LATT MAXCY CORPORATION
2578 FT 2950+00 TO 2975+78
2019.1THE LATT MAXCY CORPORATION
2349 FT2976+51 TO 3000+00
2005THE LATT MAXCY
CORPORATION73 FT
2975+78 TO 2976+51 MAT
CH
LIN
E30
00+0
0
MAT
CH
LIN
E29
50+0
0
OW
NE
RS
HIP
Typical B2Typical A256
BILL OF MATERIALS
1 5000 FT 36" O.D. x 0.520" 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
0 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 64
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: 2950+00 TO 3000+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OSCEOLA COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00064 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
