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TRANSCRIPT
!!
!!! ! !! ! !
MAT
CH
LIN
E 6
150+
00
MAT
CH
LIN
E 6
100+
00
6100
+81
6100
+37
44'
WB-SFCX
6100
+02
6105
+07
6115
+62
6104
+71
6115
+04
2' 36' 58'
WL-SFCY WL-AS61 WL-AS62
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! ! !! ! ! !!! !! !!!!! ! !!! !
!!
MAT
CH
LIN
E61
00+0
0
MAT
CH
LIN
E61
50+0
0
6100
+02
WE
TLA
ND
EX
IT
6105
+07
WE
TLA
ND
EX
IT
6115
+62
WET
LAN
D E
XIT
6104
+71
WE
TLA
ND
ENTR
Y
6115
+04
WET
LAN
DEN
TRY
6100
+57
CL
DIT
CH
6104
+95
CL
DIT
CH
6120
+41
CL
DIT
CH
6121
+08
CL
DIT
CH
6100
+22
RA
ILR
OAD
6102
+51
UN
KN
OW
NR
OA
D
6114
+94
UN
KN
OW
NR
OA
D
6115
+86
UN
KN
OW
NR
OA
D
6100
+10
RA
ILR
OAD
TO
E
6100
+34
RA
ILR
OAD
TO
E
6102
+51
CL
AR 1
293
6105
+31
CL
AR 1
293
6114
+94
CL
AR 1
295
6115
+86
CL
AR 1
296
6107
+27
HD
D E
NTR
Y
STA
TIO
NIN
G
(?
³H>
M
P
5001
4022.24022.1
4022.2
WL-AS63
WL-SF3
WL-SF4
WL-AS61WL-AS62
WL-AS-62
WL-SFCY
WL-JS288
WL-JS289
WL-SFCZa
WL-JS284
WL-AS-61
WB-SFCWb
WB-SFCX
WB-SFCW
UNKNOWN ROAD
UNKNOWN ROAD
UN
KNO
WN
RO
AD
UNKNOWN ROAD
AR 1292
AR 1295
AR 1296
AR 1293
AR 1288
827' X 75'
500' X 50'
175' X 50'
150' X 50'30'
X 75'150' X 50'
30'X 75'
116
MAT
CH
LIN
E 6
100+
00
MAT
CH
LIN
E 6
150+
00
MA
P
ST. LUCIE COUNTY, FLORIDA
MARTIN COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
5001 Evans Properties, Inc. (Contact Attorney Only)
4467 FT 6105+33 TO 6150+00
4022.2 Florida East Coast
Railway Co. 113 FT
6100+00 TO 6101+13
MAT
CH
LIN
E61
50+0
0
MAT
CH
LIN
E61
00+0
0
OW
NE
RS
HIP
UN
KNO
WN
RO
AD
UN
KNO
WN
RO
AD
C-23 CANAL
HDD ENTRY
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
EA PIPELINE MARKERS
EA WARNING SIGNS
EA CP TEST STATION TYPE D / B
EA CP TEST STATION TYPE F2
EA CP TEST STATION TYPE F4
EA AERIAL MARKERS
CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
FT6" OF CONCRETE COATING (140 P/CF
DENSITY CONCRETE)
PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 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 THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 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 DICTATEDBY CONSTRUCTION CONTRACT.
SPECIAL NOTES
SHEET 140
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD
B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD
C ISSUED FOR ERP 2014-02-21 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 6100+00 TO 6150+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
ST. LUCIE AND MARTIN COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00140 REV. C
TRACTP
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 2
00'
SC
ALE
: 1" =
200
'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
AE
NV
IRO
NM
EN
TAL
DAT
A
TOPSOIL SALVAGE
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control
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.
""
!!
##
!
" ""
""
101
XX
""XXM
P
HEAVYWALL PIPE
5D RAD FIT
TRANSITION PIPE
CASING PIPE
CONCRETE COATING
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
STREAM / DITCH
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
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 / EXITBORE ENTRY / EXIT
TYPICAL WORKSPACECONFIGURATION
See Detail A
WATERLINE
SEWER LINE
LEGEND
!
VERTICAL FITTING!!
(D F4(F2((B
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
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
XXXXX.XXX
XXXXXXXX
PIPE ASSEMBLIESQTY UOM DESCRIPTION
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
BILL OF MATERIALSITEMNO. QTY UOM REQ'N
NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE
REFERENCE DRAWINGS
2014-03-07
TRACT THIS BAND NOT UTILIZED
!!
! ! ! ! ! !! ! ! ! ! !
MAT
CH
LIN
E 6
200+
00
MAT
CH
LIN
E 6
150+
00
6161
+75
6168
+44
6175
+18
6181
+86
6188
+52
6195
+47
6161
+55
6168
+26
6174
+94
6181
+65
6188
+29
6195
+22
20' 18' 24' 21' 23' 25'
WL-SFCZ WL-SFDA WL-SFDB WL-SFDC WL-SFDD WL-SFDE
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! ! ! ! ! !! ! ! ! ! !!
!!
MAT
CH
LIN
E61
50+0
0
MAT
CH
LIN
E62
00+0
0
6161
+75
WE
TLA
ND
EX
IT
6168
+44
WE
TLA
ND
EX
IT
6175
+18
WE
TLA
ND
EX
IT
6181
+86
WE
TLA
ND
EX
IT
6188
+52
WE
TLA
ND
EX
IT
6195
+47
WE
TLA
ND
EX
IT
6161
+55
WE
TLA
ND
ENTR
Y
6168
+26
WE
TLA
ND
ENTR
Y
6174
+94
WE
TLA
ND
ENTR
Y
6181
+65
WE
TLA
ND
ENTR
Y
6188
+29
WE
TLA
ND
ENTR
Y
6195
+22
WE
TLA
ND
ENTR
Y
6188
+72
CL
AR 1
297
STA
TIO
NIN
G
³H>
M
P
5001
5001.1
WL-SFDD
WL-AS63
WL-SFDE
WL-SFDB
WL-SFDC
WL-SFDA
WL-SFCZ
UNKNOWN ROAD
PRIV
ATE
PRIV
ATE
RD
AR 1
297
9434' X 50'
129' X 25'
129' X 50'
125' X 50'
125' X 25'
124' X 25'
124' X 50'123' X 25'
123' X 50'
243' X 25'
122' X 25'
121' X 25'
121' X 50'
117M
ATC
HLI
NE
615
0+00
MAT
CH
LIN
E 6
200+
00
MA
P
MARTIN COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
5001 Evans Properties, Inc. (Contact Attorney Only)
5000 FT 6150+00 TO 6200+00 M
ATC
HLI
NE
6200
+00
MAT
CH
LIN
E61
50+0
0
OW
NE
RS
HIP
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
EA PIPELINE MARKERS
EA WARNING SIGNS
EA CP TEST STATION TYPE D / B
EA CP TEST STATION TYPE F2
EA CP TEST STATION TYPE F4
EA AERIAL MARKERS
CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
FT6" OF CONCRETE COATING (140 P/CF
DENSITY CONCRETE)
PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 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 THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 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 DICTATEDBY CONSTRUCTION CONTRACT.
SPECIAL NOTES
SHEET 141
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD
B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD
C ISSUED FOR ERP 2014-02-21 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 6150+00 TO 6200+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
MARTIN COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00141 REV. C
TRACTP
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 2
00'
SC
ALE
: 1" =
200
'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
AE
NV
IRO
NM
EN
TAL
DAT
A
TOPSOIL SALVAGE
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control
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.
""
!!
##
!
" ""
""
101
XX
""XXM
P
HEAVYWALL PIPE
5D RAD FIT
TRANSITION PIPE
CASING PIPE
CONCRETE COATING
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
STREAM / DITCH
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
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 / EXITBORE ENTRY / EXIT
TYPICAL WORKSPACECONFIGURATION
See Detail A
WATERLINE
SEWER LINE
LEGEND
!
VERTICAL FITTING!!
(D F4(F2((B
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
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
XXXXX.XXX
XXXXXXXX
PIPE ASSEMBLIESQTY UOM DESCRIPTION
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
BILL OF MATERIALSITEMNO. QTY UOM REQ'N
NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE
REFERENCE DRAWINGS
2014-03-07
TRACT THIS BAND NOT UTILIZED
!!
! ! ! ! ! ! ! !! ! ! ! ! ! ! !
MAT
CH
LIN
E 6
250+
00
MAT
CH
LIN
E 6
200+
00
6202
+16
6208
+83
6215
+50
6222
+19
6228
+93
6235
+80
6242
+81
6249
+75
6201
+92
6208
+60
6215
+29
6222
+00
6228
+61
6235
+67
6242
+61
6249
+46
24' 23' 21' 19' 32' 13' 20' 29'
WL-SFDF WL-SFDH WL-SFDI WL-SFDJ WL-SFDK WL-SFDL WL-SFDM WL-SFDN
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! ! ! ! ! ! ! !! ! ! ! ! ! ! !!!! !!! !
!!
MAT
CH
LIN
E62
00+0
0
MAT
CH
LIN
E62
50+0
0
6202
+16
WE
TLA
ND
EX
IT
6208
+83
WE
TLA
ND
EX
IT
6215
+50
WE
TLA
ND
EX
IT
6222
+19
WE
TLA
ND
EX
IT
6228
+93
WE
TLA
ND
EX
IT
6235
+80
WE
TLA
ND
EX
IT
6242
+81
WE
TLA
ND
EX
IT
6249
+75
WE
TLA
ND
EX
IT
6201
+92
WE
TLA
ND
ENTR
Y
6208
+60
WE
TLA
ND
ENTR
Y
6215
+29
WE
TLA
ND
ENTR
Y
6222
+00
WE
TLA
ND
ENTR
Y
6228
+61
WE
TLA
ND
ENTR
Y
6235
+67
WE
TLA
ND
ENTR
Y
6242
+61
WE
TLA
ND
ENTR
Y
6249
+46
WE
TLA
ND
ENTR
Y
6208
+71
CL
DIT
CH
6215
+44
CL
DIT
CH
6222
+14
CL
DIT
CH
6209
+01
PRIV
ATE
RD
6229
+13
PRIV
ATE
RD
6209
+01
CL
AR 1
299
6229
+13
CL
AR 1
300
STA
TIO
NIN
G
X X X X X X X X X X X X X X X X X X X X³H>
M
P
5002
5002.1
5001
5001.1
WL-SFDK
WL-SFDN
WL-SFDH
WL-SFDNWL-SFDF WL-SFDIWL-SFDJ
WL-SFDMWL-SFDL
WL-AS65
UNKNOWN ROAD
PR
IVAT
E R
D
PR
IVAT
E R
D
PR
IVAT
E R
DA
R 1
300
AR
129
9
AR
130
1
9434' X 50'
137' X 25'
128' X 50'
128' X 25'125' X 25'
125' X 50'
123' X 25'
122' X 50'
122' X 25' 118' X 25' 130' X 25'
123' X 25'
125' X 25'
137' X 25'125' X 50'
118' X 25' 130' X 25'
118
MAT
CH
LIN
E 6
200+
00
MAT
CH
LIN
E 6
250+
00
MA
P
MARTIN COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
5001 Evans Properties, Inc. (Contact Attorney Only)
544 FT 6200+00 TO 6205+44
5002 Evans Properties, Inc. (Contact Attorney Only)
4456 FT 6205+44 TO 6250+00 M
ATC
HLI
NE
6250
+00
MAT
CH
LIN
E62
00+0
0
OW
NE
RS
HIP
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
EA PIPELINE MARKERS
EA WARNING SIGNS
EA CP TEST STATION TYPE D / B
EA CP TEST STATION TYPE F2
EA CP TEST STATION TYPE F4
EA AERIAL MARKERS
CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
FT6" OF CONCRETE COATING (140 P/CF
DENSITY CONCRETE)
PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 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 THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 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 DICTATEDBY CONSTRUCTION CONTRACT.
SPECIAL NOTES
SHEET 142
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD
B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD
C ISSUED FOR ERP 2014-02-21 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 6200+00 TO 6250+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
MARTIN COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00142 REV. C
TRACTP
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 2
00'
SC
ALE
: 1" =
200
'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
AE
NV
IRO
NM
EN
TAL
DAT
A
TOPSOIL SALVAGE
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control
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.
""
!!
##
!
" ""
""
101
XX
""XXM
P
HEAVYWALL PIPE
5D RAD FIT
TRANSITION PIPE
CASING PIPE
CONCRETE COATING
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
STREAM / DITCH
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
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 / EXITBORE ENTRY / EXIT
TYPICAL WORKSPACECONFIGURATION
See Detail A
WATERLINE
SEWER LINE
LEGEND
!
VERTICAL FITTING!!
(D F4(F2((B
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
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
XXXXX.XXX
XXXXXXXX
PIPE ASSEMBLIESQTY UOM DESCRIPTION
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
BILL OF MATERIALSITEMNO. QTY UOM REQ'N
NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE
REFERENCE DRAWINGS
2014-03-07
TRACT THIS BAND NOT UTILIZED
!!
!!! ! !! ! !
MAT
CH
LIN
E 6
300+
00
MAT
CH
LIN
E 6
250+
00
6286
+05
6285
+84
21'
WB-SF1
6254
+08
6260
+51
6285
+96
6253
+53
6259
+17
6285
+89
55' 134' 7'
WL-AS64 WL-AS65 WL-AD4
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! ! !! ! !! ! !!! !!! !!
!!
MAT
CH
LIN
E62
50+0
0
MAT
CH
LIN
E63
00+0
0
6254
+08
WE
TLA
ND
EX
IT
6260
+51
WE
TLA
ND
EX
IT
6285
+96
WE
TLA
ND
EX
IT
6253
+53
WE
TLA
ND
ENTR
Y
6259
+17
WE
TLA
ND
ENTR
Y
6285
+89
WE
TLA
ND
ENTR
Y
6250
+19
FEN
CE
6254
+90
FEN
CE
6278
+85
FEN
CE
6280
+91
FEN
CE
6286
+29
FEN
CE
6250
+02
PR
IVAT
E
6279
+71
UN
KN
OW
NR
OA
D
6250
+02
CL
AR
130
1
6279
+71
CL
AR
130
3
6286
+38
CL
AR
265
9
STA
TIO
NIN
G
X
X
XX
XX X
XX
XX
XX
X X X X X XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
XX
X X X X X X X X
X
XX
XX
XX
X
XX
X
X
X
XX
XX
XX
XX
³H>
M
P
5003.1
5003
5006
5002
5003.15
5002.1 5006.03
5006.02
5006.05
WL-SFDO
WL-AS65
WL-AS64
WL-AS44
WL-AS68
WL-AD4
WL-SFDN
WL-AD3aWL-AD1
WL-AD3 WL-AD2
WB-AS-45
WB-SF1
UNKNOWN ROAD
PR
IVAT
E
UN
KN
OW
N R
OA
D
UNKNOWN ROAD
UN
KNO
WN
RO
AD
AR 1303
AR
130
1
AR 1
296
AR
265
9150' X 50'150' X 50'
119MAT
CH
LIN
E 6
250+
00
MAT
CH
LIN
E 6
300+
00
MA
P
MARTIN COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
5002 Evans Properties, Inc. (Contact Attorney Only)
824 FT 6250+00 TO 6258+24
5003.1 Evans Properties, Inc. (Contact Attorney Only)
2789 FT 6258+24 TO 6286+13
5003.15 Dunklin Memorial Church, Inc.
1387 FT 6286+13 TO 6300+00
5006 Dunklin Memorial Church, Inc.
1387 FT 6286+13 TO 6300+00 M
ATC
HLI
NE
6300
+00
MAT
CH
LIN
E62
50+0
0
OW
NE
RS
HIP
9434' X 50'
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
EA PIPELINE MARKERS
EA WARNING SIGNS
EA CP TEST STATION TYPE D / B
EA CP TEST STATION TYPE F2
EA CP TEST STATION TYPE F4
EA AERIAL MARKERS
CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
FT6" OF CONCRETE COATING (140 P/CF
DENSITY CONCRETE)
PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 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 THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 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 DICTATEDBY CONSTRUCTION CONTRACT.
SPECIAL NOTES
SHEET 143
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD
B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD
C ISSUED FOR ERP 2014-02-21 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 6250+00 TO 6300+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
MARTIN COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00143 REV. C
TRACTP
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 2
00'
SC
ALE
: 1" =
200
'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
AE
NV
IRO
NM
EN
TAL
DAT
A
TOPSOIL SALVAGE
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control
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.
""
!!
##
!
" ""
""
101
XX
""XXM
P
HEAVYWALL PIPE
5D RAD FIT
TRANSITION PIPE
CASING PIPE
CONCRETE COATING
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
STREAM / DITCH
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
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 / EXITBORE ENTRY / EXIT
TYPICAL WORKSPACECONFIGURATION
See Detail A
WATERLINE
SEWER LINE
LEGEND
!
VERTICAL FITTING!!
(D F4(F2((B
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
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
XXXXX.XXX
XXXXXXXX
PIPE ASSEMBLIESQTY UOM DESCRIPTION
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
BILL OF MATERIALSITEMNO. QTY UOM REQ'N
NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE
REFERENCE DRAWINGS
2014-03-07
TRACT THIS BAND NOT UTILIZED
!!
! !! ! !! ! ! !! ! !! !
MAT
CH
LIN
E 6
350+
00
MAT
CH
LIN
E 6
300+
00
6306
+69
6313
+19
6313
+73
6314
+30
6327
+17
6335
+55
6346
+86
6306
+52
6313
+03
6313
+59
6314
+09
6315
+57
6335
+49
6346
+00
17' 16' 14' 21' 1160' 6' 86'
WL-SFCA WL-SFCBWL-SFCB WL-SFCC WL-SFCDWL-AS46 WL-AS47
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! !! ! !! ! ! !! ! !! ! ! !!!! ! ! !! !!!!!! ! !!! ! !! !
!!
MAT
CH
LIN
E63
00+0
0
MAT
CH
LIN
E63
50+0
0
6306
+69
WE
TLA
ND
EX
IT
6313
+19
WE
TLA
ND
EX
IT
6313
+73
WE
TLA
ND
EX
IT
6314
+30
WE
TLA
ND
EX
IT
6327
+17
WE
TLA
ND
EX
IT
6335
+55
WE
TLA
ND
EX
IT
6346
+86
WE
TLA
ND
EX
IT
6306
+52
WE
TLA
ND
ENTR
Y
6313
+03
WE
TLA
ND
ENTR
Y
6313
+59
WE
TLA
ND
ENTR
Y
6314
+09
WE
TLA
ND
ENTR
Y
6315
+57
WE
TLA
ND
ENTR
Y
6335
+49
WE
TLA
ND
ENTR
Y
6346
+00
WE
TLA
ND
ENTR
Y
6314
+76
POW
ER
LIN
E
6305
+40
FEN
CE
6312
+08
FEN
CE
6314
+73
FEN
CE
6339
+85
FEN
CE
6346
+68
FEN
CE
6306
+65
CL
DIT
CH
6313
+06
CL
DIT
CH
6313
+68
CL
DIT
CH
6314
+25
CL
DIT
CH
6315
+64
CL
DIT
CH
6320
+72
CL
DIT
CH
6340
+56
CL
DIT
CH
6340
+89
CL
DIT
CH
6346
+22
CL
DIT
CH
6312
+26
UN
KN
OW
NR
OA
D
6313
+39
HW
Y 71
4
6340
+72
UN
KN
OW
NR
OA
D
6313
+28
RO
AD
ED
GE
6313
+50
RO
AD
ED
GE
6312
+26
CL
AR 2
660
6314
+52
CL
AR 2
661
6332
+72
CL
AR 1
306
6314
+52
PRIV
ATE
RD
.
6332
+72
PRIV
ATE
RD
.
STA
TIO
NIN
G
XX
X
X
XX
XX
XX X
XX
X
XX
X
X
X
XX
X
X
X
X
X X X X X X X X X XXX
X
X
X
XXXXXXXXXXX
PP
PP
PP
³H>
M
P
5010.2
5010.3
5006
5010.4
5003.15
5006.03
5003.1
5006.04
5006.05
WL-SFCB
WL-SFCC
WL-SFCD
WL-CV43a
WL-CV6
WL-SFCA
WL-AS47
WL-AD2
WL-CV42
WL-AS46
WL-AD1
WL-CV43
WL-CV40
WL-CV41
PR
IVAT
E R
D.
UNKNOWN ROAD
HW
Y 7
14
PRIV
ATE
RD
UN
KN
OW
N R
OA
D
HW
Y 7
14
UNKN
OW
N RO
AD
AR 1303
AR 2
660
AR
266
1
AR 1
306
250' X 50'
110' X 150'
250' X 50'
532' X 50' 250' X 50'
250' X 25'
150' X 50'
74' X
100
'
150' X 50'
150' X 50'
120
MAT
CH
LIN
E 6
300+
00
MAT
CH
LIN
E 6
350+
00
MA
P
MARTIN COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
5003.15 Dunklin Memorial Church, Inc.
1239 FT 6300+00 TO 6312+39
5006 Dunklin Memorial Church, Inc.
1239 FT 6300+00 TO 6312+39
5010.2 Turnpike Dairy, Inc.
2562 FT 6314+39 TO 6340+01
5010.4 Turnpike Dairy, Inc.
999 FT 6340+01 TO 6350+00 M
ATC
HLI
NE
6350
+00
MAT
CH
LIN
E63
00+0
0
OW
NE
RS
HIP
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
EA PIPELINE MARKERS
EA WARNING SIGNS
EA CP TEST STATION TYPE D / B
EA CP TEST STATION TYPE F2
EA CP TEST STATION TYPE F4
EA AERIAL MARKERS
CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
FT6" OF CONCRETE COATING (140 P/CF
DENSITY CONCRETE)
PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 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 THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 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 DICTATEDBY CONSTRUCTION CONTRACT.
SPECIAL NOTES
SHEET 144
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD
B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD
C ISSUED FOR ERP 2014-02-21 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 6300+00 TO 6350+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
MARTIN COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00144 REV. C
TRACTP
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 2
00'
SC
ALE
: 1" =
200
'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
AE
NV
IRO
NM
EN
TAL
DAT
A
TOPSOIL SALVAGE
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control
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.
""
!!
##
!
" ""
""
101
XX
""XXM
P
HEAVYWALL PIPE
5D RAD FIT
TRANSITION PIPE
CASING PIPE
CONCRETE COATING
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
STREAM / DITCH
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
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 / EXITBORE ENTRY / EXIT
TYPICAL WORKSPACECONFIGURATION
See Detail A
WATERLINE
SEWER LINE
LEGEND
!
VERTICAL FITTING!!
(D F4(F2((B
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
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
XXXXX.XXX
XXXXXXXX
PIPE ASSEMBLIESQTY UOM DESCRIPTION
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
BILL OF MATERIALSITEMNO. QTY UOM REQ'N
NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE
REFERENCE DRAWINGS
2014-03-07
TRACT THIS BAND NOT UTILIZED
!!
!!! !!!
MAT
CH
LIN
E 6
400+
00
MAT
CH
LIN
E 6
350+
00
6365
+77
6391
+34
6394
+20
6365
+59
6370
+10
6394
+02
18' 2124' 18'
WL-SFCEWL-AS48WL-AS49
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
!!! !!! !!! !!! !!
!!
MAT
CH
LIN
E63
50+0
0
MAT
CH
LIN
E64
00+0
0
6365
+77
WE
TLA
ND
EX
IT
6391
+34
WE
TLA
ND
EX
IT
6394
+20
WE
TLA
ND
EX
IT
6365
+59
WE
TLA
ND
ENTR
Y
6370
+10
WE
TLA
ND
ENTR
Y
6394
+02
WE
TLA
ND
ENTR
Y
6366
+12
FEN
CE
6373
+83
FEN
CE
6393
+88
FEN
CE
6394
+17
CL
DIT
CH
6365
+94
UN
KN
OW
NR
OA
D
6393
+80
PRIV
ATE
RD
6365
+94
CL
AR 1
305
6393
+80
CL
AR 1
307
STA
TIO
NIN
G
XX
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
X
X X X X X X X X X X X
XX ³
H>M
P
5015
5016.2
5010.4
5010.3
5016.3
WL-AS48
WL-AS50WL-SFCE
WL-CV10
WL-CV11a
WL-CV11c
WL-AS49
WL-CV11b
WL-CV9
PR
IVAT
E R
D
UN
KN
OW
N R
OA
DA
R 1
305
AR
130
7
100' X 25'
450' X 50'350' X 50'120' X 100'
100' X 50'75' X 75'
50' X 25' 42' X50'
121
MAT
CH
LIN
E 6
350+
00
MAT
CH
LIN
E 6
400+
00
MA
P
MARTIN COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
5010.4 Turnpike Dairy, Inc.
1612 FT 6350+00 TO 6366+12
5015 Timothy B. Mather Trust and Sandra A. Mather Trust
2774 FT 6366+12 TO 6393+86
5016.3 Hay String Ranch, LLC (Contact Attorney Only)
614 FT 6393+86 TO 6400+00
MAT
CH
LIN
E64
00+0
0
MAT
CH
LIN
E63
50+0
0
OW
NE
RS
HIP
50' 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.
""
!!
##
!
" ""
""
101
XX
""XXM
P
HEAVYWALL PIPE
5D RAD FIT
TRANSITION PIPE
CASING PIPE
CONCRETE COATING
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
STREAM / DITCH
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
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 / EXITBORE ENTRY / EXIT
TYPICAL WORKSPACECONFIGURATION
See Detail A
WATERLINE
SEWER LINE
LEGEND
!
VERTICAL FITTING!!
(D F4(F2((B
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
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
XXXXX.XXX
XXXXXXXX
PIPE ASSEMBLIESQTY UOM DESCRIPTION
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
BILL OF MATERIALSITEMNO. QTY UOM REQ'N
NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE
REFERENCE DRAWINGSMISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
EA PIPELINE MARKERS
EA WARNING SIGNS
EA CP TEST STATION TYPE D / B
EA CP TEST STATION TYPE F2
EA CP TEST STATION TYPE F4
EA AERIAL MARKERS
CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
FT6" OF CONCRETE COATING (140 P/CF
DENSITY CONCRETE)
PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 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 THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 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 DICTATEDBY CONSTRUCTION CONTRACT.
SPECIAL NOTES
SHEET 145
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 6350+00 TO 6400+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
MARTIN COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00145 REV. C
TRACTP
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 2
00'
SC
ALE
: 1" =
200
'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
AE
NV
IRO
NM
EN
TAL
DAT
A
TOPSOIL SALVAGE
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control
THREATENED AND ENDANGERED SPECIES
Special Conditions TIMING CONSTRAINT
Special Conditions CONSTRAINT 2
Special Conditions CONSTRAINT 3
Special Conditions CONSTRAINT 4
PERMANENT EROSION CONTROL
SPECIALCONDITIONS
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD
B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD
C ISSUED FOR ERP MB RG LD2014-03-07
TRACT THIS BAND NOT UTILIZED
!!
!!!! !!!!! !!!
MAT
CH
LIN
E 6
450+
00
MAT
CH
LIN
E 6
400+
00
6436
+27
6435
+85
42'
WB-SFCH
6410
+23
6420
+13
6435
+85
6438
+04
6408
+42
6414
+18
6434
+04
6436
+27
6446
+46
181' 595' 181' 177' 354'
WL-SFCE WL-SFCE WL-W-621a WL-W-621 WL-SFCL
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
!! !!!!! !!! !!! !! !!
!!
MAT
CH
LIN
E64
00+0
0
MAT
CH
LIN
E64
50+0
0
6410
+23
WE
TLA
ND
EX
IT
6420
+13
WE
TLA
ND
EX
IT
6435
+85
WE
TLA
ND
EX
IT
6438
+04
WE
TLA
ND
EX
IT
6408
+42
WE
TLA
ND
ENTR
Y
6414
+18
WE
TLA
ND
ENTR
Y
6434
+04
WE
TLA
ND
ENTR
Y
6436
+27
WE
TLA
ND
ENTR
Y
6446
+46
WE
TLA
ND
ENTR
Y
6420
+31
FEN
CE
6439
+48
FEN
CE
6446
+30
FEN
CE
6420
+40
UN
KN
OW
NR
OA
D
6446
+40
PRIV
ATE
RD
6420
+40
CL
AR 1
310
6446
+40
CL
AR 1
309
STA
TIO
NIN
G
XX
X X X X X X X X
X
X
X
X
XX
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 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
5022.15016.3
5022.115016.2
5023.1
WL-SFCE
WL-SFCLWL-W-621WL-W-621a
WL-SFCI
WL-SFCK
WL-SFCGWL-SFCF
WL-CV22
WL-CV18
WL-CV20
WL-CV21
WL-CV19
WB-SFCH
PR
IVAT
E R
D
UN
KNO
WN
RO
AD
AR
130
9
AR 1
310
233' X 75'180' X 75'125' X 75'
122
MAT
CH
LIN
E 6
400+
00
MAT
CH
LIN
E 6
450+
00
MA
P
MARTIN COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
5016.3 Hay String Ranch, LLC (Contact Attorney Only)
2026 FT 6400+00 TO 6420+26
5022.1 Charles R. Griffin Living Trust and Annette Griffin Living Trust
2601 FT 6420+26 TO 6446+27
5023.1 Roy D. Griffin and Janis K. Griffin
(Contact Attorney Only) 373 FT
6446+27 TO 6450+00 MAT
CH
LIN
E64
50+0
0
MAT
CH
LIN
E64
00+0
0
OW
NE
RS
HIP
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
EA PIPELINE MARKERS
EA WARNING SIGNS
EA CP TEST STATION TYPE D / B
EA CP TEST STATION TYPE F2
EA CP TEST STATION TYPE F4
EA AERIAL MARKERS
CONCRETE COATING
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
FT6" OF CONCRETE COATING (140 P/CF
DENSITY CONCRETE)
PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 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 THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 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 DICTATEDBY CONSTRUCTION CONTRACT.
SPECIAL NOTES
SHEET 146
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD
B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD
C ISSUED FOR ERP 2014-02-21 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 6400+00 TO 6450+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
MARTIN COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00146 REV. C
TRACTP
RO
FILE
HO
RIZ
: 1" =
200
'V
ER
T: 1
" = 2
00'
SC
ALE
: 1" =
200
'
SU
RV
EY
DAT
AE
NG
INE
ER
ING
DAT
AE
NV
IRO
NM
EN
TAL
DAT
A
TOPSOIL SALVAGE
WATERBODY/WETLAND CROSSINGS
WATERBODY/WETLAND LENGTH
STATIONS
Permanent Erosion Control EROSION CONTROL CODE
Permanent Erosion Control SLOPE BREAKER CODE
Permanent Erosion Control
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.
""
!!
##
!
" ""
""
101
XX
""XXM
P
HEAVYWALL PIPE
5D RAD FIT
TRANSITION PIPE
CASING PIPE
CONCRETE COATING
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
STREAM / DITCH
PRIVATE ACCESS /SHOOFLY ROAD
PERMANENT ROW
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARYWORKSPACE
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 / EXITBORE ENTRY / EXIT
TYPICAL WORKSPACECONFIGURATION
See Detail A
WATERLINE
SEWER LINE
LEGEND
!
VERTICAL FITTING!!
(D F4(F2((B
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
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
WETLAND / WATERBODY NAME
C
S
W
T
P
X
GENERAL SURVEY
31
THIS BAND NOT UTILIZED
THIS BAND NOT UTILIZED
XXXXX.XXX
XXXXXXXX
PIPE ASSEMBLIESQTY UOM DESCRIPTION
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
FITTINGS SUMMARY
BILL OF MATERIALSITEMNO. QTY UOM REQ'N
NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE
REFERENCE DRAWINGS
2014-03-07
TRACT THIS BAND NOT UTILIZED