sheet 0-25 final 10.0 - florida southeast …...florida rock industries, inc. 208 ft 1603+48 to...
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1587
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1579
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1586
+56
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+ 27
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+50
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+23
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1587
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1583
+45
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1587
+ 27
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1590
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1600
+36
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1587
+15
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CE
1587
+39
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159 9
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CE
1601
+ 23
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1583
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CL
AR
945
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RT
9'
1583
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1583
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1585
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1587
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1587
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1587
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1587
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1 7'
1587
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42'
1588
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CO
RN
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RT
4'15
88+ 6
5FE
NC
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OR
NE
RR
T21
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159 3
+79
FEN
CE
CO
RN
ER
RT
23'
1594
+ 10
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CE
CO
RN
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RT
19'
1 599
+ 53
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UN
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RT
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1603
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RT
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1623
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RT
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1578
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PI
9º20
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LT
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PI
10º5
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RT
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10º5
6'53
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159 2
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2º19
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RT
1593
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2 º43
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85º6
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1 623
+71
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5º48
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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.150' X 50'
27' X 50'
PERM. ROW
PROPOSED C/L
DETAIL 15N.T.S.
50' 50'T.W.S.
50'T.W.S. 44'
T.W.S.
35'
(
(
(
1322.25
1322
1309
1322.21
1322.09
1322.14
1322.23
1309
1322.27
1322.22
W-137-A2
W-137-A1
STOKES RD
HW
Y60
UN
NAM
ED
RD
UN
NAM
ED
RD
UN
NAM
ED
RD
UN
NAM
ED
RD
AR94
58
AR 9
456
AR94
57
224' X 25'150' X 50'
27' X 50'
1620+00
1610
+00
1600
+00
1590
+00
1580
+00
30
Detail 15
Typical B1
Typical A1
MAT
CH
LIN
E 1
575+
00
MAT
CH
LIN
E 1
625+
00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
70 70
80 80
90 90
100 100
110 110
120 120
1575+00 1578+00 1581+00 1584+00 1587+00 1590+00 1593+00 1596+00 1599+00 1602+00 1605+00 1608+00 1611+00 1614+00 1617+00 1620+00 1623+00 1625+00
GR
OU
ND
PR
OFI
LE
!!
1322.23 FLORIDA ROCK
INDUSTRIES, INC. 208 FT
1603+48 TO 1605+56
1322.22 FLORIDA ROCK
INDUSTRIES, INC. 60 FT
1602+88 TO 1603+48
1322.21 FLORIDA ROCK
INDUSTRIES, INC. 209 FT
1600+79 TO 1602+88
1322.09 FLORIDA ROCK INDUSTRIES, INC.
668 FT 1587+42 TO 1594+10
1322 FLORIDA ROCK INDUSTRIES, INC.
1242 FT 1575+00 TO 1587+42
1322.14 TIMOTHY MICHAEL TAYLOR AND MATTHEW JOHN MESIMER
669 FT 1594+10 TO 1600+79
1322.25 FLORIDA ROCK INDUSTRIES, INC.
1944 FT 1605+56 TO 1625+00
MAT
CH
LIN
E1 6
25+0
0
MAT
CH
LIN
E15
75+0
0
OW
NE
RS
HIP
4'
1599
+50
1601
+50
HW
Y60
3'
BILL OF MATERIALS
4 200 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
6 4800 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 SUMMARYITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
EA SET ON WEIGHTS
7 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 36
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 1575+00 TO 1625+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00036 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
##
* )
0
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
140
4860
!!! ! ! ! ! ! ! !!
!!
1627
+56
1626
+01
155'
W-137-A2
1638
+83
1639
+23
1 646
+30
164 8
+68
1649
+08
MAT
CH
LIN
E 1
650+
00
MAT
CH
LIN
E 1
625+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 4' 3' 4' 3' 4' 3'
1636+44Class III Class II
MAT
ER
IAL
2
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á")
á")
á")
á")
á")
á")
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MAT
CH
LIN
E16
25+0
0
MAT
CH
LIN
E16
50+0
0
1636
+44
1144' 1359'¬«6 ¬«5
1626
+01
1636
+06
163 8
+89
1 639
+18
1640
+ 78
164 2
+69
1643
+83
1644
+13
1646
+00
1 636
+85
1628
+07
1625
+50
20-9K# SBW 13.5 CC
MAT
ER
IAL
!!!!!!! !! !!! !! !!!!!!!!! !! ! ! !!! !! ! ! ! ! ! !! ! ! !! ! ! ! !!! !!! ! ! ! !
MAT
CH
LIN
E16
25+0
0
1626
+23
IRO
N P
IPE
RT
1'
STAT
ION
ING
U
PPP
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 P
PP
PP
PP
PP
XX XXX XX
XX X X
X
X X
X X
X X
XXX
X
XX X X X X X X X X X X X X X X
XX
!W!W !W!W!W
!! ! !!!!! !! !!! !!!!! !! !!! !
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.
( (
1322.27
1322.34
1322.28
1322.33
1322.31
1322.25
1322.32
1322.29
1322.3
W-137-A2
AR
9459
150' X 50'
1630
+00
1640
+00Typical A1
Typical B1
MAT
CH
LIN
E 1
625+
00
MAT
CH
LIN
E 1
650+
00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
70 70
80 80
90 90
100 100
110 110
120 120
1625+00 1626+00 1629+00 1632+00 1635+00 1638+00 1641+00 1644+00 1647+00 1650+00
GR
OU
ND
PR
OFI
LE
!!
1322.27FLORIDA ROCK
INDUSTRIES, INC.988 FT
1626+23 TO 1636+11
1322.31RONALD H. MASON AND
MARY LOU MASON164 FT
1641+07 TO 1642+71
1322.32 EAST CENTRAL FLORIDA
PROPERTIES, LLC 147 FT
1642+71 TO 1644+18
1322.34WEBSTER ANDLEONARD, INC.
401 FT1646+02 TO 1650+00
1322.33WOODROW W. ELLISON, JR.
ANDVIRGINIA C. ELLISON TRUST
184 FT1644+18 TO 1646+02
1322.3ROBERT E. TUCKER, ET AL
15 FT 1640+92 TO 1641+07
1322.28JUANITA SPIVEY,
ELIZABETH JANE WILLIAMS,FLOYD M. SPIVEY
331 FT1636+11 TO 1639+42
1322.25FLORIDA ROCK
INDUSTRIES, INC.123 FT
1625+00 TO 1626+23
1322.29FLOYD M. SPIVEY
150 FT1639+42 TO 1640+92
MAT
CH
LIN
E16
5 0+0
0
MAT
CH
LIN
E16
25+0
0
OW
NE
RS
HIP
HWY 60
HWY 60
UN
NA
ME
D R
D
UN
NAM
ED
RD
UN
NA
ME
D R
D
UN
NA
ME
D R
D
UN
NAM
ED
RD
UN
NAM
ED
RD
UN
NA
ME
D R
D
4' 3'16
36+8
0
1637
+20
3'4'
1640
+75
1641
+15
1642
+11
1643
+02
PI
8º58
'26 "
RT
1 643
+26
PI
9 º16
'15"
RT
1643
+44
PI
9º7'
22" L
T
1643
+ 63
PI
9º7'
19" L
T
1647
+08
PI
9º7 '
18" L
T1 6
47+2
6P
I9 º
7 '22
" LT
1647
+45
PI
9º16
'13 "
RT
1647
+ 69
PI
8º58
'27"
RT
1649
+81
PI
8º5 9
'21"
RT
1633
+42
GU
Y A
NC
HO
R
RT
20'
1633
+49
PO
WE
R P
OLE
R
T 8'
1633
+63
PO
WE
R P
OLE
LT
15'
1633
+77
PO
WE
R P
OLE
LT
44'
1635
+38
FEN
CE
CO
RN
ER
R
T 24
'
1636
+11
FEN
CE
CO
RN
ER
R
T 23
'
1638
+83
FEN
CE
CO
RN
ER
R
T 22
'
1638
+96
FEN
CE
CO
RN
ER
LT
26'
1639
+12
FEN
CE
CO
RN
ER
LT
26'
1639
+23
FEN
CE
CO
RN
ER
R
T 22
'
1640
+78
FEN
CE
CO
RN
ER
R
T 22
'
1641
+05
PO
WE
R P
OLE
LT
50'
1641
+05
GU
Y A
NC
HO
R
LT 3
9'
1642
+68
FEN
CE
CO
RN
ER
R
T 23
'
1643
+06
AB
OV
EG
RO
UN
D
WAT
ER
LT
65'
1643
+11
AB
OV
EG
RO
UN
D
SA
NIT
AR
Y
SE
WE
R L
T 8'
1643
+56
GU
Y A
NC
HO
R
LT 6
5'
1643
+71
PO
WE
R P
OLE
LT
70'
1643
+82
FEN
CE
CO
RN
ER
R
T 10
'
1643
+84
FEN
CE
CO
RN
ER
LT
16'
1644
+11
FEN
CE
CO
RN
ER
LT
17'
1644
+14
FEN
CE
CO
RN
ER
R
T 10
'
1644
+28
AB
OV
EG
RO
UN
D
GA
S L
T 67
'16
44+3
8 E
DG
E O
F
GR
AVE
L
PAR
KIN
G
LOT
LT 1
0'16
44+5
7 A
BO
VE
GR
OU
ND
G
AS
LT
67'
1644
+85
ED
GE
OF
G
RAV
EL
PA
RK
ING
LO
T LT
10'
1645
+45
ED
GE
OF
G
RAV
EL
PA
RK
ING
LO
T LT
10'
1645
+66
AB
OV
EG
RO
UN
D
WAT
ER
LT
28'
1645
+98
GU
Y A
NC
HO
R
LT 2
3'16
45+9
9 P
OW
ER
PO
LE
LT 4
0'16
46+0
0 FE
NC
E C
OR
NE
R
RT
10'
1648
+55
PO
WE
R P
OLE
R
T 20
'
1649
+55
PO
WE
R P
OLE
LT
28'
1639
+03
CL
AR
945
9
1635
+39
FEN
CE
1636
+06
FEN
CE
1638
+89
FEN
CE
163 9
+18
FEN
CE
1 640
+78
FEN
CE
1642
+ 69
FEN
CE
1643
+ 83
FEN
CE
1 644
+ 13
FEN
CE
1646
+00
FEN
CE
1633
+52
PO
WE
R L
INE
1636
+88
PO
WE
R L
INE
1639
+ 16
PO
WE
R L
I NE
1641
+05
PO
WE
RLI
NE
1 644
+15
PO
WE
R L
INE
1645
+92
PO
WE
R L
INE
1649
+57
PO
WE
R L
INE
1637
+00
UN
NA
ME
D R
D
1639
+03
UN
NA
ME
D R
D
1640
+ 95
UN
NA
ME
D R
D
1642
+ 31
UN
NA
ME
D R
D
1643
+ 97
UN
NA
ME
D R
D
1646
+10
UN
NA
ME
D R
D
1648
+ 88
UN
NA
ME
D R
D
MAT
CH
L IN
E1 6
50+0
0
1643
+02
BE
GIN
E
QU
ATIO
N
1647
+69
BK16
47+6
6 AH
(+3)
EQ.
1322.29J&B-AR 43
1647
+69
BK16
47+6
6 AH
(+3)
EQ.
³H>
M
P
BILL OF MATERIALS
5 1356 FT 36" O.D. x 0.625" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
6 1144 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 SUMMARYITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
20 EA SET ON WEIGHTS
1 EA PIPELINE MARKERS
8 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 37
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 1625+00 TO 1650+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00037 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
31
1359
!!! ! !! ! ! ! ! !
!!
1658
+79
1653
+29
Potential Sand Skink Habitat
1650
+71
1653
+51
1665
+72
166 6
+31
167 8
+50
1679
+ 30
1680
+12
1682
+32
MAT
CH
LIN
E17
00+ 0
0
MAT
CH
LIN
E 1
650+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' SEE REF DWG 3' 4' 3' 4' 3' SEE REF DWG 3'
1697+93Class II Class III
21040-440-PMW-00030 21040-440-PMW-00031
MAT
ERIA
L 2
!! !!!! !
á")
á")
á")
á")
á") E
dñ2
E
dñ1! !## ##
MAT
CH
LIN
E16
50+0
0
MAT
CH
LIN
E17
0 0+0
0
1650
+71
1653
+51
1678
+50
1679
+30
168 0
+12
1682
+ 32
169 7
+93
1561'82' 207'220'80'280' 2499'71'¬«5¬«5 ¬«6¬«4¬«4¬«4 ¬«5¬«5
1653
+12
1663
+34
1675
+73
1679
+ 98
1680
+48
1682
+54
1690
+ 44
1698
+ 34
1652
+57
1653
+33
1665
+73
168 0
+22
1682
+ 28
1653
+55
1682
+54
90°
90°
1679
+98
1682
+54MAT
ERIA
L
!!!!!!! !!!! !! !!!! ! ! !! ! ! !!! !! ! ! ! !! !!! !! ! !!! !! !!!!! ! ! !! ! !! ! ! ! !! !! ! ! ! !
MAT
CH
LIN
E16
50+0
0
MAT
CH
LIN
E17
0 0+0
0
1680
+30
TOP
OF
BA
NK
168 0
+44
T OE
OF
SLO
PE
1681
+27
T OE
OF
SLO
PE
1 682
+12
TOE
OF
SLO
PE1 6
82+2
3TO
PO
FB
AN
K
1652
+82
RO
AD
ED
GE
1653
+08
RO
AD
ED
GE
1678
+66
RO
AD
ED
GE
1679
+14
RO
AD
ED
GE
1680
+74
RO
AD
ED
GE
1681
+15
RO
AD
ED
GE
1 68 1
+45
RO
AD
ED
GE
1681
+ 85
RO
AD
ED
GE
1651
+17
DR
IVE
WAY
1652
+96
STO
RY
RD
1665
+92
UN
NA
ME
D R
D
1666
+ 11
UN
NA
ME
DR
D
1678
+90
UN
NA
ME
DR
D
1680
+ 94
HW
Y60
1681
+65
HW
Y60
1650
+82
PO
WE
R L
INE
1651
+16
PO
WE
R L
INE
1653
+32
PO
WE
R L
INE
1680
+28
PO
WE
RLI
NE
1699
+ 31
PO
WE
RLI
NE
1653
+12
FOR
EIG
N P
/L
FLO
RID
A
PU
BLI
C U
TILI
TY
PIP
ELI
NE
1680
+48
FOR
EIG
N P
/L
CE
NTR
AL
FL
OR
IDA
P
IPE
LIN
E
1650
+95
FEN
CE
1653
+33
FEN
CE
1665
+73
FEN
CE
1652
+96
CL
AR 9
460
1666
+11
CL
AR
144 5
1650
+00
PO
WE
R P
OLE
LT
38'
1651
+84
FEN
CE
CO
RN
ER
R
T 10
'
1651
+98
PAR
KIN
G L
OT
C
OR
NE
R L
T 9'
1652
+47
FEN
CE
CO
RN
ER
R
T 9'
1652
+73
PAR
KIN
G L
OT
C
OR
NE
R L
T 9'
1653
+16
GU
Y A
NC
HO
R
LT 4
4'16
53+1
6 P
OW
ER
PO
LE
LT 6
2'
1653
+32
FEN
CE
CO
RN
ER
R
T 12
'
1653
+37
GU
Y A
NC
HO
R
LT 4
'
1660
+00
MO
NU
ME
NT
R
T 25
'
1665
+62
CU
LVE
RT
RT
35'
1665
+73
FEN
CE
CO
RN
ER
R
T 23
'16
65+7
5 IR
ON
RO
D
RT
24'
1 665
+93
CU
LVE
RT
RT
36'
1666
+10
CU
LVE
RT
RT
35'
167 8
+ 34
CU
LVE
RT
RT
45'
1678
+91
MO
NU
ME
NT
R
T 25
'
1679
+21
SI G
NR
T3'
1679
+22
LAN
DS
CA
PE
LI
GH
T R
T 15
'16
79+2
5S
I GN
RT
11'
1679
+33
SI G
NR
T7'
1679
+47
MO
NU
ME
NT
R
T 45
'16
79+4
8C
ULV
ER
TR
T46
'16
79+7
2 G
UY
AN
CH
OR
R
T 17
'
1680
+28
PO
WE
R P
OLE
R
T 27
'16
80+2
8 M
ON
UM
EN
T
RT
28'
1681
+23
MO
NU
ME
NT
R
T 50
'
1684
+37
24" P
IPE
/
WIN
DM
ILL
RT
68'
1699
+30
PO
WE
R P
OLE
LT
21'
1650
+61
PI
8º59
'21"
LT
1653
+61
PI
8º59
'21"
LT
1654
+41
PI
8º59
'22"
RT
167 9
+98
PI
90º5
2 '27
" RT
1682
+54
PI
90º 5
2 '27
" LT
STAT
ION
ING
P
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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
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) ) ) ) )
X X X
XXXXXXXXXXXXXXXXX
XX
XX
XX
XX
XX
XX
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
³H>
M
P
84' X 345'
134' X 50'
125' X 50'
DETAIL 17N.T.S.
PERM. ROWPROPOSED C/L
50'
50'T.W.S.
50'T.W.S.
149' X 50'
150' X 50' 66' X 85'
PERM. ROW
PROPOSED C/L
DETAIL 16N.T.S.
50'
50'T.W.S.
25' PERM. ROW
40'T.W.S.
50'T.W.S.
15'T.W.S.
45' PERM. ROW
(
(
1338.1
1336
1338.01
1331.2
1322.27
1322.34
1337
1322.35
1322.37 WB-137-A1
HWY 60
DR
IVE
WAY
HWY 60
AR 1
445
AR 9
460
84'X
345'
134' X 50'
149' X 50'
125' X 50'
66' X 85'
175' X 60'
150' X 50' 1660
+00
1670
+00
1690
+00
1680
+00
32
Detail 16
MAT
CH
LIN
E 16
50+0
0
MAT
CH
LIN
E 17
00+0
0
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
80 80
90 90
100 100
110 110
120 120
130 130
1650+00 1653+00 1656+00 1659+00 1662+00 1665+00 1668+00 1671+00 1674+00 1677+00 1680+00 1683+00 1686+00 1689+00 1692+00 1695+00 1698+00 1700+00
GR
OU
ND
PR
OFI
LE
!!
STORY RDPOLK COUNTY
60 FT1652+57 TO 1653+17
HWY 60FDOT206 FT
1680+23 TO 1682+29
1337CITROSUCO NORTH
AMERICA, INC.40 FT
1678+51 TO 1678+91
1338.1 ALCOMA PROPERTIES, LTD
1771 FT 1682+29 TO 1700+00
1322.35 NARET PAMEE ANDYOCHAYA PAMEE
165 FT 1650+92 TO 1652+57
1322.34 WEBSTER AND
LEONARD, INC. 92 FT
1650+00 TO 1650+92
1331.2 CEMEX CONSTRUCTION MATERIALS FLORIDA, LLC
1258 FT 1653+17 TO 1665+75
1336UPCO, INC.
1276 FT1665+75 TO 1678+51
1338.01 CITROSUCO NORTH
AMERICA, INC.132 FT
1678+91 TO 1680+23 MAT
CH
LIN
E17
00+0
0
MAT
CH
LIN
E16
50+0
0
OW
NE
RS
HIP
STO
RY
RD
UNNA
MED
RD
UN
NAM
ED R
D
DU
DE
RA
NC
HR
DU
NN
AM
ED
RD
Detail 17
1651
+88
BA
IT S
HO
P
CO
RN
ER
LT
15'
1651
+60
BA
IT S
HO
P
CO
RN
ER
LT
15'
J&B-AR 44 J&B-AR 44A
J&B
-AR
45
BILL OF MATERIALS
4 580 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
5 4213 FT 36" O.D. x 0.625" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE
6 207 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
2 EA 90° 3R HORIZONTAL FITTING
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
0 EA SET ON WEIGHTS
8 EA PIPELINE MARKERS
5 EA WARNING SIGNS
1 EA CP TEST STATION TYPE 1
1 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 38
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 1650+00 TO 1700+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00038 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
AE
NG
INE
ERIN
G D
ATA
REFERENCE DRAWING
CLASS LOCATION
ENV
IRO
NM
EN
TAL
DAT
A
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
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
! ! ! ! !
!!
1732
+ 69
1733
+ 49
1745
+93
174 6
+73
MA T
CH
L IN
E 1
750+
00
MAT
CH
LIN
E 1
700+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' SEE REF DWG 3' SEE REF DWG 3'
Class III
21040-440-PMW-00032 21040-440-PMW-00033
MAT
ER
IAL
2
! !! !
á")
á")
á")
á") E
dñ1!XY !##
MAT
CH
LIN
E17
00+0
0
MAT
CH
L IN
E17
50+ 0
0
1732
+69
1733
+49
1745
+93
1746
+73
3269' 80' 1244' 80' 327'¬«6 ¬«4 ¬«6 ¬«4 ¬«6
1708
+34
1716
+43
1719
+ 34
172 1
+21
1 732
+59
1732
+ 85
173 3
+37
1746
+15
1746
+49
1746
+78
I B-1
161 7
21+2
1
9 0°
1732
+59MAT
ER
IAL
! ! !!! !! !! !!! !!! !! !!! ! ! ! !
MAT
CH
LIN
E17
00+0
0
MAT
CH
L IN
E17
50+ 0
0
1732
+ 99
RO
AD
ED
GE
1733
+18
RO
AD
ED
GE
1746
+22
RO
AD
ED
GE
1746
+42
RO
AD
ED
GE
1733
+08
SA
INT
AN
NE
S
HR
INE
RD
.
1746
+32
RAT
TLE
SN
AK
E
RD
.
1733
+30
PO
WE
RL I
NE
174 6
+50
PO
WE
R L
I NE
1733
+ 08
CL
AR
228
8
1746
+32
CL
AR
228
9
1707
+45
WAT
ER
WE
LL
RT
13'
1707
+89
IRO
N P
IPE
LT
12'
1708
+23
IRO
N R
OD
LT
25'
1721
+21
IRO
N R
OD
LT
29'
1723
+55
GU
Y A
NC
HO
R
LT 1
7'
1732
+34
IRO
N R
OD
LT
23'
1733
+28
IRO
N R
OD
LT
25'
1746
+12
IRO
N R
OD
LT
24'
1746
+48
IRO
N R
OD
LT
24'
1746
+49
PO
WE
R P
OLE
R
T 43
'
1716
+43
PI
2º31
'27"
RT
1719
+33
PI
5º32
'46"
RT
1721
+21
PI
81º8
'29"
RT
1732
+59
PI
90º3
4'58
" LT
STAT
ION
ING
PP
PP
PP
PP
PP
PP
!W!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.
(
1338.3
1338.1
1345.06
1338.01
1345.07
1338.4
1338.2
W-144
SAIN
TAN
NE
SHR
INE
RD
PARK LANEAR2289
AR2288
290' X50'
138' X 50'
131' X 50'
125' X 50'
200' X 50'
1710+00
1720+00
1740+00
1730+00
33
Typical A2
MAT
CH
LIN
E 1
700+
00
MAT
CH
LIN
E 1
750+
00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
90 90
100 100
110 110
120 120
130 130
140 140
1700+00 1701+00 1704+00 1707+00 1710+00 1713+00 1716+00 1719+00 1722+00 1725+00 1728+00 1731+00 1734+00 1737+00 1740+00 1743+00 1746+00 1749+00 1750+00
GR
OU
ND
PR
OFI
LE
!!
RATTLE SNAKE RDPOLK COUNTY
34 FT 1746+14 TO 1746+48
SAINT ANNE SHRINE RDPOLK COUNTY
29 FT1732+84 TO 1733+13
1345.07PH CITRUS, LLC
352 FT1746+48 TO 1750+00
1345.06PH CITRUS, LLC
1301 FT1733+13 TO 1746+14
1338.4PH CITRUS, LLC
50 FT1732+34 TO 1732+84
1338.3PH CITRUS, LLC
2412 FT1708+22 TO 1732+34
1338.2PH CITRUS, LLC
52 FT1707+70 TO 1708+22
1338.1ALCOMA PROPERTIES, LTD
770 FT1700+00 TO 1707+70
MAT
CH
LIN
E1 7
50+0
0
MAT
CH
LIN
E17
00+0
0
OW
NE
RS
HIP
RATTLE
SN
AKE
RD
HWY 60
HWY 60
J&B-AR 46J&B-AR 47
J&B-AR 48J&B-AR 49
BILL OF MATERIALS
4 160 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
6 4840 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
1 EA 90° 3R HORIZONTAL FITTING
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIESQTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
0 EA SET ON WEIGHTS
5 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 39
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 1700+00 TO 1750+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00039 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
1 IFC (UPDATE ENV., RE-ROUTES, FOOT-PRINT) 2016-04-08 MJ RGMB
! !! ! ! !!
!!
1756
+91
1757
+21
1781
+22
1781
+ 54
1795
+66
1796
+46
MAT
CH
LIN
E 1
800+
00
MAT
CH
LIN
E 1
750+
00
EN
VIR
ON
ME
NTA
L D
ATA
3' 4' 3' 4' 3' SEE REF DWG 3'
Class III
21040-505-MVW-00010 21040-440-PMW-00034
MAT
ER
IAL
2
! !! ! ! !
á")
á")
á")
á")
á")
á") E
dñ13131!XY !##
MAT
CH
LIN
E17
50+0
0
MAT
CH
L IN
E18
00+ 0
0
1794
+50
1794
+70
1795
+00
1795
+ 20
1795
+66
1796
+ 46
80' 354'4450' 20' 30' 20' 46'¬«4 ¬«6¬«6 ¬«6 ¬«6 ¬«6
1762
+48
1 772
+83
178 1
+64
1791
+29
1756
+91
1757
+21
178 1
+22
1781
+54
1795
+81
1796
+29
1796
+ 51
1794
+85
I B-1
1717
72+ 8
3
90°
178 1
+64MAT
ER
IAL
!! ! !! !! !!! !! ! !!! ! ! !! !! !! ! ! ! !
MAT
CH
LIN
E17
50+0
0
MAT
CH
L IN
E18
00+ 0
0
1781
+32
RO
AD
ED
GE
1781
+45
RO
AD
ED
GE
1795
+ 97
RO
AD
ED
GE
1796
+16
RO
AD
ED
GE
1757
+06
CL
PAR
K L
N
1781
+ 38
CH
UR
CH
RD
.
1796
+06
GO
LDE
NB
OU
GH
RD
.
179 6
+36
PO
WE
R L
INE
1781
+ 38
CL
AR
122
5
1 795
+ 10
CL
AR
194
61
1 796
+06
CL
AR
229
0
1752
+87
IRO
N R
OD
LT
24'
1754
+37
IRO
N R
OD
LT
24'
1756
+83
IRO
N R
OD
LT
24'
1759
+78
IRO
N R
OD
LT
24'
1762
+48
IRO
N R
OD
LT
28'
1766
+71
GU
Y A
NC
HO
RLT
25'
1766
+ 90
GU
Y A
NC
HO
RLT
10'
1 782
+79
I RO
NR
OD
LT25
'17
82+8
3IR
ON
RO
DL T
25'
1 795
+82
I RO
NR
OD
LT32
'
1796
+ 07
MO
NU
ME
NT
LT25
'
1794
+ 85
MLB
V4
1762
+32
PI
9º5'
39" R
T17
62+4
8 P
I 9º
5'39
" RT
1762
+64
PI
9º5'
39" R
T
177 2
+83
PI
65º 5
8'31
" RT
1781
+64
PI
90º3
3'16
" LT
STAT
ION
ING
P
PP
PP
P
P
PP
P P P P P P P P P P P P P P P P P
PP
PP
P
PP
PP
P
PP
PP
PP
X
X
XX
XX
X
XXX
X
XX
XX
X
X
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
31³H>
M
P
PERM. ROW
PROPOSED C/L
TYP. CONFIG. A2N.T.S.
50'
50'
T.W.S.
(
1345.17
1345.07
1345.19
1345.191
1345.2
1345.18
1345.21
1345.21
CHURCH RD.
PARK LANE
UNNAMED RD
HWY 60
GO
LDEN
BOU
GH
RD
.HWY 60
AR 19461AR1225
AR2290
115' X 50'
299' X50'
122' X 50'115' X 50'
200' X 50'
126' X 50'
1760+00
1770
+00
1790+00
1780+00
MLBV 4 @ MP 33.99
34
Typical A2
MAT
CH
LIN
E 1
750+
00
MAT
CH
LIN
E 1
800+
00
MA
P
POLK COUNTY, FLORIDA
CO
UN
TY
100 100
110 110
120 120
130 130
140 140
150 150
1750+00 1752+00 1755+00 1758+00 1761+00 1764+00 1767+00 1770+00 1773+00 1776+00 1779+00 1782+00 1785+00 1788+00 1791+00 1794+00 1797+00 1800+00
GR
OU
ND
PR
OFI
LE
!!
GOLDEN BOUGH RDPOLK COUNTY
47 FT 1795+82 TO 1796+29
1345.21 LAKE AURORA
CHRISTIANASSEMBLY, INC
55 FT 1799+45 TO 1800+00
1345.2 LAKE AURORA
CHRISTIANASSEMBLY, INC.
316 FT 1796+29 TO 1799+45
1345.19 PH CITRUS, LLC
1304 FT 1782+78 TO 1795+82
1345.17 PH CITRUS, LLC
2161 FT 1759+78 TO 1781+39
1345.07 PH CITRUS, LLC
978 FT 1750+00 TO 1759+78
1345.18 OEH, LLC.
139 FT 1781+39 TO 1782+78
MAT
CH
LIN
E18
00+0
0
MAT
CH
LIN
E17
50+0
0
OW
NE
RS
HIP
J&B-AR 50
BILL OF MATERIALS
4 80 FT 36" O.D. x 0.750" W.T., API 5L, X70, PSL2, DSAW,14-16 MILS FBE & 24-30 MILS ARO
6 4890 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
1 EA 90° 3R HORIZONTAL FITTING
ITEMNO. QTY UOM
REQ'NNUMBER
MATERIALNUMBER DESCRIPTION
PIPE ASSEMBLIES
1 EA MLBV 4 (30')
QTY UOM DESCRIPTION
MISCELLANEOUS MATERIALS
QTY UOMREQ'N
NUMBER MATERIAL NUMBER DESCRIPTION
0 EA SET ON WEIGHTS
4 EA PIPELINE MARKERS
6 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 40
REVISIONS
NO. DESCRIPTION DATEREVBY
CHKBY
APPBY
H ISSUED FOR 95% REVIEW 2015-10-23 MB MJ RG
G ISSUED FOR 90% REVIEW 2015-08-14 MB MJ RG
F ISSUED FOR FINAL REVIEW 2014-09-05 MB RG LD
E ISSUED FOR FERC FILING 2014-08-15 MB RG LD
APPROVAL COMPANYENVIRONMENTAL
LAND
1 INCH = 200 FT
0 200 400 600 800100
APPROVALS
DRAWN BY: MB CONSTRUCTION PERMIT NO.
CHECKED BY: MJ MAINTENANCE OPERATION REGION
PROJECT MANAGER RG MIN. TEST PRESSURE 1816 PSI
PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI
FLORIDA SOUTHEAST CONNECTION PROJECTSTA: 1750+00 TO 1800+00 DISCIPLINE#: 03
FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET
POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00040 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
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