polk county, florida - florida southeast connection · cathodic protection std. single point ......
TRANSCRIPT
! !! !!
!!
2562
+29
2598
+82
2558
+35
2591
+39
394' 743'
W-232 W-234
2588
+30
2589
+70
2565
+10
2566
+20
MAT
CH
LIN
E 2
600+
00
MAT
CH
LIN
E 2
550+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 3'4'4' 3'4' 3'
Class I
MAT
ER
IAL
2
á")E
dñ1!! !! " " " " " " " "" " " " " " " " " " " " " " " !##
MAT
CH
LIN
E25
50+0
0
MAT
CH
LIN
E26
00+0
0
5000'¬«1
2554
+25
2563
+25
2574
+25
2584
+25
2588
+52
2598
+82
2563
+25
2562
+85
2599
+36
2557
+81
2590
+86
82-9K# SBW 10.5 CC
49-9K# SBW 10.5 CC
90°
2588
+52MAT
ER
IAL
! !! !!
MAT
CH
LIN
E25
50+0
0
MAT
CH
LIN
E26
00+0
0
2562
+57
FEN
CE
2588
+77
FEN
CE
2562
+56
FEN
CE
CO
RN
ER
R
T 25
'
2588
+85
MO
NU
ME
NT
LT
7'
2588
+52
PI
89º3
5'6"
RT
STAT
ION
ING
XX
XX
XX
XX
XX
XX
XX
XX
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³H>
M
P
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.
(
(
1483
1484.07
1484
1484.031484.02
1484.05
1484.06
1484.10
W-234
W-232
W-233
150' X 25'
214' X 50'
2560+00
2570+00
2590+00
2580+00
49
Typical B1
Typical A1
MAT
CH
LIN
E 2
550+
00
MAT
CH
LIN
E 2
600+
00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
30 30
40 40
50 50
60 60
70 70
80 80
2550+00 2553+00 2556+00 2559+00 2562+00 2565+00 2568+00 2571+00 2574+00 2577+00 2580+00 2583+00 2586+00 2589+00 2592+00 2595+00 2598+00 2600+00
GR
OU
ND
PR
OFI
LE
!!
1483 POMCOR LONGVIEW LLC
3885 FT 2550+00 TO 2588+85
1484.07 DONALD R. WITMAN &BARBARA L. WITMAN
282 FT 2597+18 TO 2600+00
1484.02 KENNETH D. CASEY AND
RADHA CASEY, C/OCHANDRAKALI ROOPNARINE
417 FT 2588+85 TO 2593+02
1484.05 ROBYN G. ADAMS
416 FT 2593+02 TO 2597+18
MAT
CH
LIN
E26
00+0
0
MAT
CH
LIN
E25
50+0
0
OW
NE
RS
HIP
2558
+25
2562
+30
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 SUMMARY
1 EA 90° 3R HORIZONTAL FITTING
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIES
QTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
131 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 56
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 PROJECT STA: 2550+00 TO 2600+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00056 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
!! ! ! !! ! ! !!! !! !
!!
2611
+24
2615
+55
2616
+40
2617
+82
2611
+16
2612
+29
2615
+66
2617
+74
8'8' 326' 74'
W-238W-237 W-237 W-237
2644
+46
2644
+11
35'
WB-33A
2618
+70
2643
+91
2644
+66
MAT
CH
LIN
E 2
650+
00
MAT
CH
LIN
E 2
600+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 4' 5' 4'
2636+33Class I Class II
MAT
ER
IAL
2
!
³H>³H>á")
á")
á")
á")E
dñ1!! !! " " "" " " " " " " " " " " " " " " " " " " " " !##
MAT
CH
LIN
E26
00+0
0
MAT
CH
LIN
E26
50+0
0
2636
+33
3633' 1367'¬«1 ¬«5
50
2635
+61
2608
+82
2619
+93
2625
+32
2635
+61
2643
+80
2644
+80
2643
+20
2618
+32
2644
+74
2610
+66
2643
+84
10-9K# SBW 10 CC
74-9K# SBW 10.5 CC
45°
2619
+93MAT
ER
IAL
! !! ! !!!!! ! !
MAT
CH
LIN
E26
00+0
0
MAT
CH
LIN
E26
50+0
0
2644
+11
TOP
OF
BA
NK
2644
+52
TOP
OF
BA
NK
2643
+20
UN
NA
ME
D R
D
2643
+93
UN
NA
ME
D R
D
2644
+63
UN
NA
ME
D R
D
2618
+64
FEN
CE
2625
+31
FEN
CE
2635
+61
FEN
CE
2612
+10
IRO
N R
OD
LT
19'
2615
+40
IRO
N R
OD
LT
20'
2619
+93
PI
44º4
5'58
" LT
STAT
ION
ING
X
X
X
X
X
X
X
X
X
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
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!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A1N.T.S.
50'
50'
T.W.S.
PERM. ROW
PROPOSED C/L
TYP. CONFIG. B1N.T.S.
25'
50'
T.W.S.(
(
1484.25
1484.24
1484.11
1484.10
1484.23
1484.20
1484.17
1484.14
1484.13
1484.16
1484.19
1484.22
1484.08
1484.07
W-237
W-241
W-239
W-238
WB-33A
HWY
60
2052' X 25'
691' X 25'
242' X 50'
48' X 50'139' X 50'
2620+00
2640+00
2630+00
UNNA
MED
RD
50
Typical B1
Typical A1
MAT
CH
LIN
E 2
650+
00
MAT
CH
LIN
E 2
600+
00MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
30 30
40 40
50 50
60 60
70 70
80 80
2600+00 2601+00 2604+00 2607+00 2610+00 2613+00 2616+00 2619+00 2622+00 2625+00 2628+00 2631+00 2634+00 2637+00 2640+00 2643+00 2646+00 2649+00 2650+00
GR
OU
ND
PR
OFI
LE
!!
1484.19 FP&L COMPANY
330 FT 2612+10 TO 2615+40
1484.24 FRANCES HARDEE
155 FT 2618+70 TO 2620+25
1484.07DONALD R. WITMAN &BARBARA L. WITMAN
134 FT2600+00 TO 2601+34
1484.25 FRANCES HARDEE
2975 FT 2620+25 TO 2650+00
1484.22DVORAK LIVING TRUST
330 FT2615+40 TO 2618+70
1484.16 M & J LANDS, LLC
330 FT 2608+80 TO 2612+10
1484.13 TMR FAM LLC
330 FT 2605+50 TO 2608+80
1484.10DEBRA FERGUSON
LOWRY416 FT
2601+34 TO 2605+50 MAT
CH
LIN
E26
50+0
0
MAT
CH
LIN
E26
00+0
0
OW
NE
RS
HIP
UNNA
MED
RD
UNNAMED RD
2610
+00
BILL OF MATERIALS
1 3633 FT 36" O.D. x 0.520" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
5 1367 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 45° 3R HORIZONTAL FITTING
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIES
QTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
84 EA SET ON WEIGHTS
2 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 57
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 PROJECT STA: 2600+00 TO 2650+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00057 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
!! ! !! ! !!! !! ! ! ! !
!!
2672
+30
2692
+66
2698
+36
2667
+02
2686
+51
2694
+83
528' 615' 353'
W-242 W-247 W-242
2693
+58
2693
+33
25'
WB-34
2693
+05
2693
+88
MAT
CH
LIN
E 2
700+
00
MAT
CH
LIN
E 2
650+
00
EN
VIR
ON
ME
NTA
L D
ATA
4' 5' 4'
Class II
MAT
ER
IAL
2
á")
á")
á")
!! !! " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " "
MAT
CH
LIN
E26
50+0
0
MAT
CH
LIN
E27
00+0
0
5000'¬«5
2654
+83
2667
+02
2673
+37
2677
+33
2686
+51
2693
+13
2693
+88
2698
+36
2672
+83
2698
+88
2666
+50
2686
+00
56-9K# SBW 11.5 CC
113-9K# SBW 11.5 CC
MAT
ER
IAL
! !! !!! ! ! ! ! !!
MAT
CH
LIN
E26
50+0
0
MAT
CH
LIN
E27
00+0
0
2693
+25
TOP
OF
BA
NK
2693
+68
TOP
OF
BA
NK
2656
+87
UN
NA
ME
D R
D
2693
+44
CL
DIT
CH
2656
+87
CL
AR
120
3
2654
+67
PI
8º49
'39"
LT
2654
+83
PI
8º49
'39"
LT
2654
+99
PI
8º49
'39"
LT
2655
+15
PI
8º49
'39"
LT
2655
+31
PI
8º49
'39"
LT
2673
+37
PI
10º5
5'10
" LT
2677
+32
PI
9º5'
15" R
T
STAT
ION
ING
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 X X X X X X X X X X X X X
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
! !
!
!
³H>
M
P
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.
(
(
1484.25
1484.26
W-242
W-247
W-244A
W-243A
W-241A
WB-34
UN
NA
ME
D R
D
HWY 60
AR
120
3
925' X 25'
1013' X 25'
691' X 25'
76' X 100'
150' X 100'
200' X 75'
494' X 25'
76' X 25'
2660
+00
2680
+00
2690
+00
51
Typical B1
Typical A1
MAT
CH
LIN
E 2
650+
00
MAT
CH
LIN
E 2
700+
00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
20 20
30 30
40 40
50 50
60 60
70 70
2650+00 2652+00 2655+00 2658+00 2661+00 2664+00 2667+00 2670+00 2673+00 2676+00 2679+00 2682+00 2685+00 2688+00 2691+00 2694+00 2697+00 2700+00
GR
OU
ND
PR
OFI
LE
!!
1484.25 FRANCES HARDEE
3427 FT 2650+00 TO 2684+27
1484.26 FRANCES HARDEE
1573 FT 2684+27 TO 2700+00
MAT
CH
LIN
E27
00+0
0
MAT
CH
LIN
E26
50+0
0
OW
NE
RS
HIP
103' X 75' 47' X 100'74' X 75'
100' X 100'
W-242
2670
+00
BILL OF MATERIALS
5 5000 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
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIES
QTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
169 EA SET ON WEIGHTS
5 EA PIPELINE MARKERS
3 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 58
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 PROJECT STA: 2650+00 TO 2700+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00058 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
! ! !! !! ! !! !! ! !
!!
2706
+75
2716
+69
2717
+18
2730
+51
2739
+18
2704
+88
2716
+60
2717
+09
2727
+94
2738
+98
187' 257' 20'9' 9'
W-242 W-252 W-253W-249 W-250
2716
+40
2717
+40
MAT
CH
LIN
E 2
750+
00
MAT
CH
LIN
E 2
700+
00
EN
VIR
ON
ME
NTA
L D
ATA
4' SEE REF DWG 4'
2710+04 2718+98Class II Class III Class I
21040-440-PMW-00042
MAT
ER
IAL
2
! !! !
á")
á")
á")
á")E
dñ1!!! ! ! !!! ! ! " " " "" " " " " " " " " " "" " " " " " " " " " " " " " "
MAT
CH
LIN
E27
00+0
0
MAT
CH
LIN
E27
50+0
0
2710
+04
2716
+40
2717
+40
2718
+98
1004' 636' 100' 158' 3102'¬«5 ¬«6 ¬«4 ¬«6 ¬«1
2708
+73
2712
+18
2720
+72
2723
+96
2727
+17
2737
+17
2706
+75
2716
+60
2717
+25
2746
+51
2720
+40
2707
+25
2716
+34
2717
+73
2731
+01
2739
+71
2704
+38
2716
+07
2717
+46
2727
+44
2738
+45
13-9K# SBW 10.5 CC
35-9K# SBW 10.5 CC
26-9K# SBW 11.5 CC
3-9K#SBW
13.5 CC
3-9K# SBW
13.5 CC
MAT
ER
IAL
!! ! ! !! !!! !! ! !!!!!! ! ! ! ! ! ! ! ! ! ! ! ! !
MAT
CH
LIN
E27
00+0
0
MAT
CH
LIN
E27
50+0
0
2716
+79
RO
AD
ED
GE
2717
+01
RO
AD
ED
GE
2716
+90
GR
AP
E
HA
MM
OC
K R
D.
2717
+22
PO
WE
R L
INE
2716
+60
FEN
CE
2717
+21
FEN
CE
2746
+50
FEN
CE
2716
+67
CL
DIT
CH
2717
+13
CL
DIT
CH
2716
+90
CL
AR
144
4
2712
+11
FEN
CE
CO
RN
ER
R
T 21
'
2720
+03
AB
OV
EG
RO
UN
D
WAT
ER
RT
34'
2720
+11
WAT
ER
WE
LL
SLA
B R
T 45
'27
20+1
4 W
ATE
R W
ELL
RT
48
'27
20+1
5 A
BO
VE
GR
OU
ND
W
ATE
R R
T 27
'27
20+1
9 W
ATE
R W
ELL
S
LAB
RT
45'
2720
+21
AB
OV
EG
RO
UN
D
WAT
ER
RT
35'
2708
+57
PI
9º11
'24"
LT
2708
+73
PI
9º11
'24"
LT
2708
+89
PI
9º11
'24"
LT
2712
+01
PI
9º39
'55"
RT
2712
+18
PI
9º39
'55"
RT
2712
+34
PI
9º39
'55"
RT
2720
+39
PI
9º10
'59"
RT
2720
+56
PI
9º10
'59"
RT
2720
+72
PI
9º10
'59"
RT
2720
+88
PI
9º10
'59"
RT
2723
+63
PI
9º40
'2"
LT27
23+7
9 P
I 9º
40'2
" LT
2723
+96
PI
9º40
'2"
LT27
24+1
3 P
I 9º
40'2
" LT
STAT
ION
ING
W W W WPP
PP
P P P P P
XX
X
XXXXXX
XX
XX
XX
XX
X
!W !W
!!
!
!
!
!
!!
!!
!
!
!!
!
!
!
!
!
!!!
!
!
!
!
!
!!
!!
!
!
!
!
!
!! !
!
!
!
!
!
!
!
!
!
!
!
³H>
M
P
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.
(
(
1484.261484.26
1489 1490
1621
W-251
W-242
W-252 W-253
W-244D
W-250
W-249
W-244A
HWY 60
AR 1
444
J&B-AR 62 J&B-AR 63
1784' X 25'750' X 25'
450' X 25'
438' X 50'
465' X 25'
494' X 25'200' X 75'
149' X 50'
100' X 50'
121' X 25'399' X 50'
2720
+00
2740
+00
2730
+00
2710
+00
52Typical A1
MAT
CH
LIN
E 2
700+
00
MAT
CH
LIN
E 2
750+
00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
30 30
40 40
50 50
60 60
70 70
80 80
2700+00 2703+00 2706+00 2709+00 2712+00 2715+00 2718+00 2721+00 2724+00 2727+00 2730+00 2733+00 2736+00 2739+00 2742+00 2745+00 2748+00 2750+00
GR
OU
ND
PR
OFI
LE
!!
GRAPE HAMMOCK RD POLK COUNTY
46 FT 2716+79 TO 2717+25
1489 FRANCES HARDEE
570 FT 2739+22 TO 2744+92
1490 SOUTH FLORIDA WATER MANAGEMENT
DISTRICT 508 FT
2744+92 TO 2750+00
1484.26 FRANCES HARDEE
1679 FT 2700+00 TO 2716+79
1484.26 FRANCES HARDEE
2197 FT 2717+25 TO 2739+22
MAT
CH
LIN
E27
50+0
0
MAT
CH
LIN
E27
00+0
0
OW
NE
RS
HIP
100' X 50'
25' X 75' 25' X 75'
GR
APE
HAM
MO
CK
RD
508' X 70'144' X 75'
Typical B1
BILL OF MATERIALS
1 3102 FT 36" O.D. x 0.520" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
4 100 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
5 1004 FT 36" O.D. x 0.625" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
6 794 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIES
QTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
80 EA SET ON WEIGHTS
6 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 59
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 PROJECT STA: 2700+00 TO 2750+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00059 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
!! ! ! ! !!!! ! ! ! !! ! ! !! ! !! !
!!
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 ASSEMBLIES
QTY 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 PROJECT STA: 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
TP
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