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!!
!! !! !! !!!! !! !!
MAT
CH
LIN
E 5
0+00
MAT
CH
LIN
E 0
+00
3+00
2+80
20'
WB-SFAL
4+13
25+6
7
26+2
3
36+6
6
37+2
2
49+6
8
4+00
24+3
2
26+0
8
34+5
9
37+0
9
48+8
8
13' 135' 15' 207' 13' 80'
WL-W010WL-TB43 WL-TB42WL-SFAK WL-SFAOWL-w010a
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
!! !! !!!! !! !!! !!!! !!!! !!! ! !!!!!! !!!! !! !!!!!! !!!! !! ! !!
!!
MAT
CH
LIN
E0+
00
MAT
CH
LIN
E50
+00
4+13
WE
TLAN
D E
XIT
25+6
7 W
ETL
AND
EX
IT
26+2
3 W
ETL
AND
EX
IT
36+6
6 W
ETL
AND
EX
IT
37+2
2 W
ETL
AND
EX
IT
49+6
8 W
ETL
AND
EX
IT
4+00
WE
TLAN
D E
NTR
Y
24+3
2 W
ETL
AND
EN
TRY
26+0
8 W
ETL
AND
EN
TRY
34+5
9 W
ETL
AND
EN
TRY
37+0
9 W
ETL
AND
EN
TRY
48+8
8 W
ETL
AND
EN
TRY
3+26
FO
RE
IGN
P/L
TR
AN
STA
TE P
IPEL
INE
4+88
FO
RE
IGN
P/L
TE
CO
PIP
ELI
NE
25+5
3 FO
RE
IGN
P/L
KI
ND
ER
MO
RG
ANPI
PE
LIN
E
32+1
8 FO
RE
IGN
P/L
KI
ND
ER
MO
RG
ANPI
PE
LIN
E
47+6
7 FO
RE
IGN
P/L
KI
ND
ER
MO
RG
ANPI
PE
LIN
E
3+15
PO
WE
R L
INE
5+01
PO
WE
R L
INE
31+3
3 P
OW
ER
LIN
E31
+71
PO
WE
R L
INE
31+7
4 P
OW
ER
LIN
E
37+7
5 P
OW
ER
LIN
E
47+9
7 P
OW
ER
LIN
E48
+49
PO
WE
R L
INE
3+06
FE
NC
E
14+5
2 FE
NC
E
17+6
2 FE
NC
E
18+4
6 FE
NC
E
19+6
8 FE
NC
E
48+5
6 FE
NC
E
2+89
CL
DIT
CH
24+5
7 C
L D
ITC
H
37+1
7 C
L D
ITC
H
37+8
3 C
L D
ITC
H
25+8
6 R
AIL
RO
AD
CS
X R
R
3+76
CR
532
9+96
UN
KN
OW
N R
OAD
19+9
5 U
NK
NO
WN
RO
AD
31+8
1 U
NK
NO
WN
RO
AD
37+5
1 O
LD K
ISS
IMM
EE
HW
Y
40+8
6 LA
BO
R C
AM
P R
D.
3+55
WAT
ER
LIN
E3+
63 R
OA
D E
DG
E
3+88
RO
AD
ED
GE
9+60
RO
AD
ED
GE
12+1
7 R
OA
D E
DG
E
9+96
CL
AR
120
4
20+3
6 C
L A
R 1
205
31+8
1 C
L A
R 1
206
40+8
6 C
L A
R 1
454
0+00
LA
UN
CH
ER
STA
TIO
NIN
G
X
X
X
XX
XX
XX
X X
XX
XX
XX
X X X X X X X X X X
XX
X
XX
X
)))
))
)))
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))))))
))))))
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))))))
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))))
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)
) )
) )
) )
)) )
) )) )
)))
))))
P
P
P
P
PPP
P PP P P
P PP P
P P P P P P P P P
P P P P P P P P P P
P
P
P
P
P
PP
PP
P
PP
P
PPP
PP
P
P
P
P
P
P
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
P P P P P P P P P P P P P P P P P P P P
PP
PP
PP
P
PP
PP
PP
1010
103.2
1003
1005
1004
1014.1
1014
1005.1
103.21
103
1006.1
1006
1006.2
1017
1006.5
1015
1006.3
1008
1010.1
1007
1001
1010.2
103.1
101.16
102.5
1016
103.11
103.16
103.17
103.14
103.13
103.15
103.12
102.3
102.2
101.15
102.1
1000
102.4
1016.31
1020
1016
.1
1010.6
101.14
1018
1016.3
1016
.2
1010.3
1010.6
1010.4
1014
1014.1
1019
WL-SFAO
WL-SFAOWL-ML8
WL-SFGPb
WL-SFGPc
WL-W010
WL-TB43
WL-TB46b
WL-TB46a
WL-SFAN
WL-SFAM
WL-SFGPa
WL-SFAK
WL-TB42WL-w010a
WL-SFAKa
WL-JS91a
WB-DT-1
WB-SFAL
TEC
O P
IPEL
INE
KINDER MORGAN PIPELINE
UNKNOWN ROAD
LABOR C
AMP RD.
CR
532
OLD KISSIMMEE HWY
UNKNOWN R
OAD
UNKNOWN ROAD
AR 1205
AR 1454
AR 1204
AR 1206
279' X 50'
261' X 50'
200' X 50'
200' X 100'
175' X 50'170' X 25'
532' X 50'
150' X 50'
142'
X 1
00'
40' X 75'
200' X 50'
150' X 50'
169' X 50'157' X 50'
100' X 25'
215' X 50'94' X 40'
MAT
CH
LIN
E 0
+00
MAT
CH
LIN
E 5
0+00
MA
P
OSCEOLA COUNTY, FLORIDA
POLK COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
103.2 Esther KAC, Trustee
825 FT 10+19 TO 18+44
103 Madori Partners Ltd.
504 FT 5+15 TO 10+19
1004 Rolando Cordero
268 FT 18+44 TO 21+12
1006.5 Carol Grimes
559 FT 26+41 TO 32+00
1005 William A. Worrell and
Richard A. Bruno 422 FT
21+12 TO 25+34
1006 CSX Corporation
107 FT 25+34 TO 26+41
1008 Edward Lee Lively
196 FT 32+00 TO 33+96
1014 US92-49 Land Trust, c/o W.
T. Paul Liau, Trustee 268 FT
37+99 TO 40+67
1017 Duke Energy Florida, Inc.
135 FT 48+45 TO 49+80
1019 Roger Vickers
20 FT 49+80 TO 50+00
1010 Loughman Community
Association, Inc. 316 FT
33+96 TO 37+12
1015 Horace Betts and wife,
Cassandra A. Betts 309 FT
41+19 TO 44+28
1016 Jeanette Hall Glenn
303 FT 44+40 TO 47+43
1018 David Smith
4 FT 47+71 TO 47+75
1020 David Smith
70 FT 47+75 TO 48+45
102.2 Fabiola Matos and Geraldo
Matos 302 FT
0+00 TO 3+02 MAT
CH
LIN
E50
+00
MAT
CH
LIN
E0+
00
OW
NE
RS
HIP
30' X 25'TR
ANS
TATE
PIP
ELIN
E
KINDER MO
RGAN PIPELINE
CSX RR
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
FT 6" 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 1
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 PROJECT STA: 0+00 TO 50+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
OSCEOLA AND POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00001 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
CSWTPX
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 1
00+0
0
MAT
CH
LIN
E 5
0+00
59+2
3
63+6
8
66+6
9
67+5
3
84+4
8
98+7
0
58+8
7
62+1
9
63+6
8
67+3
6
80+8
6
98+5
8
99+2
6
36' 149' 301' 17' 362' 12' 74'
WL-DT-20 WL-DT-21WL-TB49a WL-TB49b WL-TB52 WL-SF S WL-SF T
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! !! ! ! ! !! !! ! ! ! !! !! !!!! !! !! !! !! ! !!! !! !!! ! ! !! ! !!!!! !! !! ! ! ! !!!
!!
MAT
CH
LIN
E50
+00
MAT
CH
LIN
E10
0+00
59+2
3 W
ETL
AN
D E
XIT
63+6
8 W
ETL
AN
D E
XIT
66+6
9 W
ETL
AN
D E
XIT
67+5
3 W
ETL
AN
D E
XIT
84+4
8 W
ETL
AN
D E
XIT
98+7
0 W
ETL
AN
D E
XIT
58+8
7 W
ETL
AN
D E
NTR
Y
62+1
9 W
ETL
AN
D E
NTR
Y
63+6
8 W
ETL
AN
D E
NTR
Y
67+3
6 W
ETL
AN
D E
NTR
Y
80+8
6 W
ETL
AN
D E
NTR
Y
98+5
8 W
ETL
AN
D E
NTR
Y
99+2
6 W
ETL
AN
D E
NTR
Y
56+9
2 FO
RE
IGN
P/L
KI
ND
ER M
OR
GA
NPI
PE
LIN
E
55+6
3 P
OW
ER
LIN
E
61+3
3 P
OW
ER
LIN
E
61+6
8 P
OW
ER
LIN
E
78+0
2 P
OW
ER
LIN
E
79+9
2 P
OW
ER
LIN
E
92+3
0 P
OW
ER
LIN
E92
+39
PO
WE
R L
INE
99+2
1 P
OW
ER
LIN
E
59+9
7 FE
NC
E
60+9
7 FE
NC
E
61+4
9 FE
NC
E
61+7
8 FE
NC
E
66+3
9 FE
NC
E
69+9
7 FE
NC
E
93+7
0 FE
NC
E
98+6
8 FE
NC
E
93+0
0 C
ULV
ER
T
64+7
8 C
L D
ITC
H
55+8
1 PA
RK
ER
RD
.
61+6
6 U
NKN
OW
N R
OAD
67+1
3 U
NKN
OW
N R
OAD
92+8
1 H
WY
17/9
2
99+0
8 K
INN
EY
HAR
MO
NR
D.
55+6
5 R
OA
D E
DG
E
55+9
1 R
OA
D E
DG
E
61+5
9 R
OA
D E
DG
E
61+7
6 R
OA
D E
DG
E
92+5
1 R
OA
D E
DG
E
93+0
1 R
OA
D E
DG
E
98+8
2 W
ATE
RLI
NE
98+8
8 S
EW
ER
98+9
4 R
OA
D E
DG
E
99+2
2 R
OA
D E
DG
E
55+8
1 C
L A
R 1
457
55+8
1 C
L A
R 1
456
61+6
6 C
L A
R 1
425
67+1
3 C
L A
R 1
426
71+8
1 C
L A
R 1
427
75+6
6 C
L A
R 1
428
78+2
0 C
L A
R 1
429
79+6
5 C
L A
R 1
430
99+0
8 C
L A
R 2
256
STA
TIO
NIN
G
XX X X X
XX
X
X X X X X X X
X
X
X
X
XX X X
X
X
XX
XX
X
X
X X X
X
X
)
))))))))))
))))
))))
))))
))))
))))
))
PP
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PP P P
PP
P
P
PP
PP
PP
PP
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PP
PP
PP
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M
P
1075.122
1075.01
1075.02
1031
1075.1
1075.07
1023
1021
1075.13
1075.091075.08
1075.05
1075.12
1075.06
1075.11
1075.121
1032.1
1030
1075.113
1020
1075.041075.03
1075.14
1075.111
1075.112
1030.31030.1
1025
1030.21019
1032
3039.02
1075.124
1030.1
1075.15
1036.2
1075.123
1022
1022.5 1036.4
1036.3
1036.1
1030
WL-SF S
WL-DT-21
WL-TB49a
WL-SFAQ
WL-TB49b
WL-SF T
WL-TB52
WL-DT-20
WL-SFAO
WL-TB53
WL-TB57
WL-TB51
WL-JS95 WL-JS96
WL-JS94
WL-SFAR
WL-JS96
WL-TB55
WL-TB56WL-TB54
WL-JS92aWL-TB50
WL-JS93
AR 1
457
AR 2
256
AR 1
425
AR
145
6
AR 1
430
AR 1
428
AR
142
9
AR
142
6
AR 1
427
532' X 50'
266' X 50'98' X 75'
88' X 75'
81' X
50'
102' X 75'
346'
X 2
5'16
7' X
50'
125' X 50'150' X 50'
100' X 25'
100' X 70'
100' X 425'
100' X 75'
100' X 75'
KINDER MORGAN PIPELINE
1M
ATC
HLI
NE
50+
00
MAT
CH
LIN
E 1
00+0
0
MA
P
POLK COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
1075.11AP Properties,
LP (ContactAttorney Only)
79 FT 91+39 TO 92+18
1075.07 17-92, LLC (Contact
Attorney Only)207 FT
79+46 TO 81+53
1075.01 Mohamed Alli, et al.
780 FT 62+06 TO 69+86
1075.02 Florida Power Corporation
400 FT 69+86 TO 73+86
1075.03 Douglas Michaels andGlinda Sue Michaels
100 FT 73+86 TO 74+86
1075.04 Douglas Michaels andGlinda Sue Michaels
100 FT74+86 TO 75+86
1075.05S & R Investments
USA, Inc.200 FT
75+86 TO 77+86
1075.06Peninsular Florida District Council
of the Assemblies of God, Inc. 160 FT
77+86 TO 79+46
1075.0817-92, LLC (Contact
Attorney Only)254 FT
81+53 TO 84+07
1075.09 17-92, LLC (Contact
Attorney Only)213 FT
84+07 TO 86+20
1075.1 17-92, LLC (Contact
Attorney Only)519 FT
86+20 TO 91+39
1075.13 Wilmer D. Byrd
443 FT 93+72 TO
98+15
1075.15Applied Building
Development Company40 FT
99+60 TO 100+00
1021 US92-49 Land Trust, c/o W. T. Paul Liau, Trustee
204 FT 50+80 TO 52+84
1030 Jeffrey T. Grant and Marie
Grant Mackey 222 FT
53+35 TO 55+57
1019 Roger Vickers
80 FT 50+00 TO 50+80
1025 Jewel Howard and Jo Ann
Howard, his wife 51 FT
52+84 TO 53+35
1030.2 Gladys Jones and Eric
Jones, wife and husband 143 FT
55+98 TO 57+41
1032 Bernice Bell
Estate 194 FT
57+67 TO 59+61
1036.1Helen P. Boddie and
Corey P. Boddie49 FT
59+61 TO 60+10
1036.2Raymond Kenneth Wilson and Cynthia
Jean Wilson, husband and wife 49 FT
60+10 TO 60+59
1036.4Eddie Lee Scott and Janie
Lee Scott, his wife 50 FT
61+07 TO 61+57
1036.3Lorine Dirckson
48 FT 60+59 TO 61+07
1031 Raymond Wilson and Cynthia
Wilson, husband and wife 26 FT
57+41 TO 57+67
1031Raymond Wilson and Cynthia
Wilson, husband and wife 29 FT
61+57 TO 61+86 MAT
CH
LIN
E10
0+00
MAT
CH
LIN
E50
+00
OW
NE
RS
HIP
PAR
KER
RD
.
UNKN
OW
N R
OAD
UN
KN
OW
N R
OA
D
HWY 17/92
KIN
NEY
HA
RM
ON
RD
.
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
FT 6" 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 2
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 PROJECT STA: 50+00 TO 100+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00002 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
CSWTPX
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
TRACT THIS BAND NOT UTILIZED
!!
! ! !! ! !
MAT
CH
LIN
E 1
50+0
0
MAT
CH
LIN
E 1
00+0
0
117+
96
128+
10
147+
61
124+
16
133+
48
1796' 394' 1413'
WL-SF T WL-SF U WL-SF V
Env
ironm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! ! !! ! !!! !! ! !! !!!! ! !!
!!
MAT
CH
LIN
E10
0+00
MAT
CH
LIN
E15
0+00
117+
96 W
ETL
AN
D E
XIT
128+
10 W
ETL
AN
D E
XIT
147+
61 W
ETL
AN
D E
XIT
124+
16 W
ETL
AN
D E
NTR
Y
133+
48 W
ETL
AN
D E
NTR
Y
120+
48 P
OW
ER
LIN
E12
0+51
PO
WE
R L
INE
149+
30 F
IBER
LIN
E
109+
59 C
L D
ITC
H
120+
31 U
NK
NO
WN
RO
AD
121+
00 U
NK
NO
WN
RO
AD
149+
73 H
WY
17/
92
124+
62 W
ATE
R E
DG
E
127+
71 W
ATE
R E
DG
E
149+
49 R
OA
D E
DG
E
149+
94 R
OA
D E
DG
E14
9+97
WAT
ER
LIN
E
121+
00 C
L A
R 1
432
149+
73 C
L A
R 2
257
STA
TIO
NIN
G
XXXXXXX
U
P P PP P
P
P
P
P
³H>
M
P
1075.24
1075.26
1075.25
1075.15
1075.2
1075.28
1075.21
1075.271075.17
1075.27
1075.22
1075.18
1075.19
1075.23
1075.14
1075.112
1075.1131075.16
WL-SF T
WL-SF V
WL-SF U
AR 2257
AR 1
432
100' X 50'
100' X 70'
300' X 50'
2
MAT
CH
LIN
E 1
00+0
0
MAT
CH
LIN
E 1
50+0
0
MA
P
POLK COUNTY, FLORIDA
CO
UN
TYP
RO
FILE
!!
1075.21 Polk Investment, LLC
1193 FT 113+02 TO 124+95
1075.22 Applied Building
Development Company64 FT
124+95 TO 125+59
1075.24 Applied Building Development Company
1506 FT 125+59 TO 140+65
1075.15 Applied Building Development Company
1302 FT 100+00 TO 113+02
1075.26 Applied Building Development Company
854 FT 140+65 TO 149+19
MAT
CH
LIN
E15
0+00
MAT
CH
LIN
E10
0+00
OW
NE
RS
HIP 1075.28
Vivek Welfare and Educational Foundation, Inc. c/o Braham R. Aggarwal
854 FT 149+19 TO 150+00
HWY 17/92
HAR
T R
D.
UN
KN
OW
N R
OA
D
UN
KN
OW
N R
OA
D
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
FT 6" 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 3
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 PROJECT STA: 100+00 TO 150+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00003 REV. C
TRACTPR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 2
00'
SCA
LE: 1
" = 2
00'
SUR
VEY
DAT
AEN
GIN
EER
ING
DAT
AEN
VIR
ON
ME
NTA
L D
ATA
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
CSWTPX
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 2
00+0
0
MAT
CH
LIN
E 1
50+0
0
199+
62
38'
WB-SFAV
179+
27
183+
60
190+
17
176+
91
179+
70
183+
60
236' 390' 657'
WL-SFAT WL-SFAU WL-SFGH
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
!!! !!! !!! ! !!!! !!!! !!!!! !!!! ! !! !
!!
MAT
CH
LIN
E15
0+00
MAT
CH
LIN
E20
0+00
179+
27 W
ETL
AN
D E
XIT
183+
60 W
ETL
AN
D E
XIT
190+
17 W
ETL
AN
D E
XIT
176+
91 W
ETL
AN
D E
NTR
Y
179+
70 W
ETL
AN
D E
NTR
Y
183+
60 W
ETL
AN
D E
NTR
Y
150+
15 P
OW
ER
LIN
E
179+
63 P
OW
ER
LIN
E
194+
09 P
OW
ER
LIN
E
197+
04 P
OW
ER
LIN
E
166+
08 F
EN
CE
191+
72 F
EN
CE
191+
91 F
EN
CE
193+
08 F
EN
CE
165+
89 U
NK
NO
WN
RO
AD
179+
47 U
NK
NO
WN
RO
AD
191+
80 U
NK
NO
WN
RO
AD
194+
77 U
NK
NO
WN
RO
AD
150+
03 W
ATE
RLI
NE
177+
25 W
ATE
R E
DG
E
179+
20 W
ATE
R E
DG
E
179+
40 R
OA
D E
DG
E
179+
56 R
OA
D E
DG
E
179+
71 W
ATE
R E
DG
E
198+
19 R
OA
D E
DG
E
198+
37 R
OA
D E
DG
E
199+
67 W
ATE
R E
DG
E
179+
47 C
L A
R 1
458
191+
80 C
L A
R 1
459
194+
77 C
L A
R 1
435
198+
29 C
L A
R 2
258
STA
TIO
NIN
G
X X X X XX XX XX X X X X X X X
X
X X X X X P P P P P P P P P P P P P P P P P P P P P P P P P P P P P
P
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P
PP
PP
³H>
M
P
1075.3
1075.35 1075.371075.36
1075.26
1075.421075.341075.321075.28
1075.38
1075.331075.41
1075.31
1075.26 1075.29
1075.4
1075.39
1075.421
WL-SFGH
WL-SFAU
WL-SFAT
WL-SF V
WL-SFAW
WB-SFAV
HWY 17/92 AR 2257
AR
145
8
AR
145
9
AR 1
435
AR
225
8
165'
X 2
5'
100' X 25'50' X 25'100' X 25'
175' X 50'
300' X 50'
100' X 50' 75' X 50'
3
MAT
CH
LIN
E 1
50+0
0
MAT
CH
LIN
E 2
00+0
0
MA
P
POLK COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
1075.28 Vivek Welfare and
Educational Foundation,Inc. c/o Braham R. Aggarwal
366 FT 150+44 TO 154+10
1075.31 Alcie H. Combs
202 FT 154+10 TO 156+12
1075.32 Vivek Welfare and
Educational Foundation, Inc. c/o Braham R. Aggarwal
403 FT 156+12 TO 160+15
1075.33 Ahilya Mattow
201 FT 160+15 TO 162+16
1075.34 Vivek Welfare and EducationalFoundation, Inc. c/o Braham
R. Aggarwal 403 FT
162+16 TO 166+19
1075.35 Standard Sand and Silica Company
1209 FT 166+19 TO 178+28
1075.36 Mary Gressett-Chapin
600 FT 178+28 TO 184+28
1075.37 RTR II, LLC
600 FT 184+28 TO 190+28
1075.39 RTR II, LLC
158 FT 191+62 TO 193+20
1075.38 RTR II, LLC
134 FT 190+28 TO 191+62
1075.4 Safwat Issa
108 FT 193+20 TO 194+28
1075.41 Beatrice Galloza
184 FT 194+28 TO 196+12
1075.42 Tolentino Family Limited
Partnership 388 FT
196+12 TO 200+00 MAT
CH
LIN
E20
0+00
MAT
CH
LIN
E15
0+00
OW
NE
RS
HIP
PRO
VID
EN
CE
BLV
D
UNKNOW
N ROAD U
NK
NO
WN
RO
AD
UN
KN
OW
N R
OA
D
UN
KN
OW
N R
OA
DD
EER
RU
N D
R
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
FT 6" 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 4
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 PROJECT STA: 150+00 TO 200+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00004 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
CSWTPX
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 2
25+0
0
MAT
CH
LIN
E 2
00+0
0
200+
20
20'
WB-SFAV
202+
99
206+
68
214+
09
200+
38
203+
90
209+
84
220+
24
261' 278' 425' 476'
WL-SFAW WL-SFAW WL-SFAX WL-SFBA
Env
ironm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ERIA
L
!! ! !!! ! !!!!! !!! !
!!
MAT
CH
LIN
E20
0+00
MAT
CH
LIN
E22
5+00
202+
99 W
ETL
AN
D E
XIT
206+
68 W
ETL
AN
D E
XIT
214+
09 W
ETL
AN
D E
XIT
200+
38 W
ETL
AN
D E
NTR
Y
203+
90 W
ETL
AN
D E
NTR
Y
209+
84 W
ETL
AN
D E
NTR
Y
220+
24 W
ETL
AN
D E
NTR
Y
214+
11 P
OW
ER
LIN
E
215+
79 P
OW
ER
LIN
E21
5+92
PO
WE
R L
INE
217+
70 P
OW
ER
LIN
E
216+
16 S
UN
NY
AC
RE
SR
D.
200+
16 W
ATE
R E
DG
E20
0+37
TE
LEP
HO
NE
LIN
E
216+
16 C
L A
R 2
259
STAT
ION
ING
X
X
X
)
P P P P P P P P P P
PP
PP
PP P P P P P P P P P P P P P P P P P P P P P P P P P³H>
M
P
1075.46
1075.571
1075.43
1075.44 1075.461075.45
1075.462
1075.461
1075.471075.48
1075
.42
WL-SFAX
WL-SFBAWL-SFAW
WL-SFAZ
WB-SFAV
SU
NN
Y A
CR
ES
RD
.AR
225
9
30' X 50'
200' X 25'155' X 25'
154' X 25'47' X 25'
45' X 25'
40' X 75'
4
MAT
CH
LIN
E 20
0+00
MAT
CH
LIN
E 22
5+00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TYP
RO
FILE
!!
1075.42 Tolentino Family Limited
Partnership 60 FT
200+00 TO 200+60
1075.43 Lorene B. Shell TrustAgreement (Contact
Attorney Only) 560 FT
200+60 TO 206+20
1075.44 Worthy P. Stewart
392 FT 206+20 TO 210+12
1075.45 Danpol Investments, Inc.
200 FT 210+12 TO 212+12
1075.46 Danpol Investments, Inc.
688 FT 218+12 TO 225+00
1075.46 Danpol Investments, Inc.
216 FT 212+12 TO 214+28
1075.47 Jean Parker
159 FT 214+28 TO 215+87
1075.48 Ronald E. Minshew
Revocable Trust 175 FT
216+37 TO 218+12 MAT
CH
LIN
E22
5+00
MAT
CH
LIN
E20
0+00
OW
NE
RS
HIP
HWY 17/92
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
FT 6" 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 5
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 PROJECT STA: 200+00 TO 225+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00005 REV. C
TRACTPR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 2
00'
SCA
LE: 1
" = 2
00'
SUR
VEY
DAT
AEN
GIN
EER
ING
DAT
AEN
VIR
ON
ME
NTA
L D
ATA
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
CSWTPX
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 2
50+0
0
MAT
CH
LIN
E 2
25+0
0
234+
1123
3+46
65'
WB-SFGR22
7+05
239+
14
240+
89
238+
49
239+
64
244+
41
205' 65' 125' 559'
WL-SFBRWL-SFBA WL-SFGQWL-SFGQ
Env
ironm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
!! !! !! !!!!! !! !!!! !!! !! ! !!! !!
!!
MAT
CH
LIN
E22
5+00
MAT
CH
LIN
E25
0+00
227+
05 W
ETL
AN
D E
XIT
239+
14 W
ETL
AN
D E
XIT
240+
89 W
ETL
AN
D E
XIT
238+
49 W
ETL
AN
D E
NTR
Y
239+
64 W
ETL
AN
D E
NTR
Y
244+
41 W
ETL
AN
D E
NTR
Y
228+
10 P
OW
ER
LIN
E22
9+87
PO
WE
R L
INE
234+
89 P
OW
ER
LIN
E
231+
27 F
EN
CE
232+
11 F
EN
CE
234+
28 F
EN
CE
234+
83 F
EN
CE
235+
85 F
EN
CE
238+
11 F
EN
CE
235+
61 C
ULV
ER
T23
5+63
CU
LVE
RT
235+
66 C
ULV
ER
T23
5+76
FIB
ER L
INE
235+
05 C
L D
ITC
H
235+
35 H
WY
17/
9223
5+18
RO
AD
ED
GE
235+
52 R
OA
D E
DG
E
227+
89 C
L A
R 1
436
231+
09 C
L A
R 2
261
235+
35 C
L A
R 3
054
STA
TIO
NIN
G
XX
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 XX
X
U
P
P
P
PP
PP
P
P
PP
PP
PP
PP
PP
PP
P
1075.57
1075.571
1075.56
1075
.53
1075
.52
1075.51
1075.5
1075.54
1075.55
1075.49
1075.46
WL-SFBR
WL-SFGQ
WL-SFBA
WL-DT-109
WB
-SFG
R
HW
Y 17
/92
AR 3
054
AR 2261
AR 1436
352'
X 5
0'
75' X 25'
175' X 50'
75' X 25'
63' X 50'
75' X 25'
100'
X 2
5'
MAT
CH
LIN
E 2
25+0
0
MAT
CH
LIN
E 2
50+0
0
MA
P
POLK COUNTY, FLORIDA
CO
UN
TYP
RO
FILE
!!
1075.46 Danpol Investments, Inc.
128 FT 225+00 TO 226+28
1075.49 Brensus, LLC
200 FT 226+28 TO 228+28
1075.5Wiley U Pridgen
200 FT 228+28 TO 23028
1075.51Wiley U.Pridgen
200 FT 230+28 TO 23228
1075.52Rosa Lee Crump and
Lola Smith 146 FT
232+28 TO 233+74
1075.57 Standard Sand and Silica
Company 1204 FT
237+96 TO 250+00
1075.56 Michelle P. Smith and Rosa Lee Crump and Lola Smith
207 FT 235+89 TO 237+96
1075.53Rosa Lee Crump and
Lola Smith 115 FT
233+74 TO 234+89 MAT
CH
LIN
E25
0+00
MAT
CH
LIN
E22
5+00
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
FT 6" 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 6
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 PROJECT STA: 225+00 TO 250+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00006 REV. C
TRACTPR
OFI
LEH
OR
IZ: 1
" = 2
00'
VER
T: 1
" = 2
00'
SCA
LE: 1
" = 2
00'
SUR
VEY
DAT
AEN
GIN
EER
ING
DAT
AEN
VIR
ON
ME
NTA
L D
ATA
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
CSWTPX
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 3
00+0
0
MAT
CH
LIN
E 2
50+0
025
0+05
256+
52
263+
65
287+
92
288+
49
291+
08
297+
76
254+
64
260+
90
287+
06
289+
53
294+
26
5' 188' 275' 86' 57' 155' 350'
WL-SFBR WL-SFBS WL-SFBT WL-SFBU WL-SFBVWL-SFBUa WL-SFBW
Envi
ronm
enta
l Miti
gatio
n\R
ecla
mat
ion
HCA
REFERENCEDRAWING
MAT
ER
IAL
! ! ! ! !! !! ! ! ! !! !
!!
MAT
CH
LIN
E25
0+00
MAT
CH
LIN
E30
0+00
250+
05 W
ETL
AN
D E
XIT
256+
52 W
ETL
AN
D E
XIT
263+
65 W
ETL
AN
D E
XIT
287+
92 W
ETL
AN
D E
XIT
288+
49 W
ETL
AN
D E
XIT
291+
08 W
ETL
AN
D E
XIT
297+
76 W
ETL
AN
D E
XIT
254+
64 W
ETL
AN
D E
NTR
Y
260+
90 W
ETL
AN
D E
NTR
Y
287+
06 W
ETL
AN
D E
NTR
Y
287+
92 W
ETL
AN
D E
NTR
Y
289+
53 W
ETL
AN
D E
NTR
Y
294+
26 W
ETL
AN
D E
NTR
Y
STA
TIO
NIN
G
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 X³H>
M
P
1075.62
1075.62
1075.76
1075.64
1075.57
1075.571
1075.66
1075.71075.68 1075.69
1075.74
1075.67
1075.65
1075.731075.71 1075.72
WL-SFBWWL-SFBTWL-SFBS
WL-DT-78
WL-SFBV
WL-SFBU
WL-DT-76
WL-SFBUaWL-SFBR
5
MAT
CH
LIN
E 2
50+0
0
MAT
CH
LIN
E 3
00+0
0
MA
P
POLK COUNTY, FLORIDA
CO
UN
TYPR
OFI
LE!!
1075.57 Standard Sand and Silica
Company 217 FT
250+00 TO 252+17
1075.62 Standard Sand and Silica Company
4783 FT 252+17 TO 300+00
MAT
CH
LIN
E30
0+00
MAT
CH
LIN
E25
0+00
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
FT 6" 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 7
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 PROJECT STA: 250+00 TO 300+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00007 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
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WETLAND / WATERBODY NAME
CSWTPX
GENERAL SURVEY
31
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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
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