d h> 30' 7 x x 50' - florida southeast connection · and richard a. bruno 219 ft 21+99...

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23+2

2

21+5

0

45+3

1

172' 469'

W-007 W-014

3+33

24+5

2

35+2

3

3+18

23+2

2

32+6

7

130' 256'15'

W-008 W-011W-005

2+24

35+8

2

2+01

35+7

7

23' 5'

WB-01 WB-02A

1+94

4+34

24+0

4

25+4

4

34+9

2

36+1

2

44+4

9

45+2

9

MAT

CH

LIN

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0+00

MAT

CH

LIN

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ENV

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NM

EN

TAL

DAT

A

3' SEE REF DWG 3' SEE REF DWG 3' SEE REF DWG 3' SEE REF DWG 3'

Class III

21040-505-LRW-00030 21040-440-PMW-00001 21040-440-PMW-10001 21040-440-PMW-00002 21040-440-PMW-00003

MAT

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MAT

CH

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MAT

CH

LIN

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1+94

4+34

24+0

4

25+4

4

34+9

2

36+1

2

44+4

9

45+2

9

194' 240' 1970' 140' 948' 120' 837' 80' 471'¬«6 ¬«4 ¬«6 ¬«4 ¬«6 ¬«4 ¬«6 ¬«4 ¬«6

2+44

4+08

10+2

1

24+3

9

29+8

0

30+6

4

37+5

2

40+2

2

44+2

6

46+6

3

48+4

8

2+44

3+43

13+5

0

16+5

6

24+1

9

25+2

6

35+0

9

35+9

6

44+6

545

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1+87

4+39

25+4

8

31+5

6

44+4

6

1+88

23+9

8

34+8

6

1+76

20+8

7

32+1

6

45+3

6

24-9K# SBW 13.5 CC

21-9K# SBW 13.5 CC

2-9K# SBW 11.5 CC

35-9K# SBW 13.5 CC

IB-1

21

IB-1

22

IB-1

23

IB-1

24

40+2

2

44+2

6

46+6

3

48+4

8

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2+08

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2+60

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3+30

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35+1

9 C

L D

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35+8

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4+08

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23+4

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23+4

5 TO

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23+5

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K

25+0

2 TO

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29+7

2 TO

P O

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29+9

6 TO

P O

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35+1

0 TO

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35+2

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35+7

4 TO

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35+9

3 TO

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2+83

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3+08

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35+6

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44+7

3 R

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2+95

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16+5

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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.

PERM. ROW

PROPOSED C/L

N.T.S.

50'

TYP. CONFIG. C

300' X 92'

100' X 50'

PERM. ROW

PROPOSED C/L

DETAIL 1N.T.S.

50'50' T.W.S.

50'T.W.S.

2+27

110' X 50' 123' X 76'

130'

X 3

0'

PERM. ROWPROPOSED C/L

DETAIL 35N.T.S.

50'55'

50' T.W.S.25' T.W.S.

((

(

(

(

1010

103.2

1005

1014.1

1004

10141005.1

1006.1

103

1017

1006.2

1010.6

1006.5

1015

1008

1006.3

1010.2

103.1

103.11

1016

102.4

1020

102.3

1018

1010.9

102.2

1010.3

1010.5 1010.2

1010.4

1014.1

1014

1019

W-014

W-014

W-007

W-010W-011

W-002

W-012

W-008

W-013

W-003

W-006

W-005 W-009W-011A

W-001

W-004

W-006-A1

WB-02

WB-01

WB-02A

UNNAMED RD

LABOR C

AMP RD

CR

532

OLD KISSIMMEE HWY

UNNAMED RD

HWY 17/92

KINDER MORGAN PIPELINE

TEC

O P

IPE

LIN

E (2

)

KUA

TRAN

STAT

E PI

PELI

NE

AR 1205

AR 1454

AR 1206

J&B-AR 64

J&B-AR 65

J&B-AR 1J&B-AR 2

J&B-AR 4J&B-AR 3

AR 1204

267' X 25'

300' X 92'

272' X 125'

192' X 50'

237' X 106'

150' X 50'

100' X 50'

100' X 25'

121' X 33'192' X 50'

275' X 50'

110'X 50'

143' X 25'

193' X 75'

103'

X 50'

112' X 25'

10+0

0

20+00

40+0

0

30+0

0

LAUNCHER @ MP 0

Typical C

Typical B1

MAT

CH

LIN

E 0

+00

MAT

CH

LIN

E 5

0+00

MA

P

OSCEOLA COUNTY, FLORIDA

POLK COUNTY, FLORIDA

CO

UN

TY

50 50

60 60

70 70

80 80

90 90

100 100

0+00 3+00 6+00 9+00 12+00 15+00 18+00 21+00 24+00 27+00 30+00 33+00 36+00 39+00 42+00 45+00 48+00 50+00

GR

OU

ND

PR

OFI

LE

!!

OLD KISSIMMEE HWY POLK COUNTY

78 FT 35+12 TO 35+90

CSX TRANSPORTATION RAILROAD

107 FT 24+18 TO 25+25

CR 532 OSCEOLA COUNTY

200 FT 2+27 TO 4+27

LABOR CAMP RD POLK COUNTY

52 FT 44+65 TO 45+17

1017 DUKE ENERGY FLORIDA,

INC. 108 FT

48+92 TO 50+00

1010 LOUGHMAN COMMUNITY ASSOCIATION, INC.

219 FT 32+93 TO 35+12

1006.5 CAROL GRIMES

768 FT 25+25 TO 32+93

103.2DIAMONDBACK LAND COMPANY, LLC

1082 FT 9+27 TO 20+09

103.1 LUIS MARCELIN, SR.,

ET AL 500 FT

4+27 TO 9+27

102.3 SABAL TRAIL

TRANSMISSION, LLC 227 FT

0+00 TO 2+27

1014.1 DUKE ENERGY FLORIDA,

INC. 375 FT

45+17 TO 48+92

1005.1 JOSTAM PROPERTY INC.

190 FT 20+09 TO 21+99

1005 WILLIAM A. WORRELL

AND RICHARD A. BRUNO

219 FT 21+99 TO 24+18

1014 US92-49 LAND TRUST, C/O W. T. PAUL LIAU,

TRUSTEE 875 FT

35+90 TO 44+65 MAT

CH

LIN

E50

+00

MAT

CH

LIN

E0+

00

OW

NE

RS

HIP

Detail 1Typical A1

Detail 35

³H>

M

P0

130'X

30'

123'X 76'

UNNA

MED

RD

CSX TRANSPORTATIO

N

RAILROAD

KINDER

MO

RGAN PIPELIN

E

4+37

12+9

7

1+75

DCD1A

DCD1B

DCD2A

DCD2B

THE AREA IMPACTED BY ATWS WAS SURVEYED AND APPROVED AS PARTOF THE SABAL TRAIL TRANSMISSION

(STT) CERTIFICATION.

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







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

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ENVIRONMENTAL SURVEY AREA

E

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INDUCTION BEND

BORE PIPELINE PIPE

##

* )

860 feet of single strand zinc ribbonInstall 30' ground rods every 50' (18 total locations)

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

6 4420 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 45° 3R HORIZONTAL FITTING

ITEMNO. QTY UOM

REQ'NNUMBER


PIPE ASSEMBLIES

1 EA LAUNCHER

QTY UOM DESCRIPTION

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 1

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: 0+00 TO 50+00 DISCIPLINE#: 03

FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET

OSCEOLA AND POLK COUNTIES, FLORIDASCALE: 1" = 200' 21040-510-ALS-00001 REV. H

TRACT

GR

OU

ND

P

RO

FILE

HO

RIZ

: 1" =

200

'V

ER

T: 1

" = 3

0'S

CA

LE: 1

" = 2

00'

SU

RV

EY

DAT

AE

NG

INE

ER

ING

DAT

A

REFERENCE DRAWING

CLASS LOCATION

EN

VIR

ON

ME

NTA

L D

ATA

MINIMUM DEPTH OF COVER

AC MITIGATION

WATERBODY/WETLAND CROSSINGS

WATERBODY/WETLAND LENGTH

STATIONS

Permanent Erosion Control EROSION CONTROL CODE

Permanent Erosion Control SLOPE BREAKER CODE

Permanent Erosion Control TOPSOIL SALVAGE

THREATENED AND ENDANGERED SPECIES

Special Conditions TIMING CONSTRAINT

Special Conditions CONSTRAINT 2



PERMANENT EROSION CONTROL

SPECIALCONDITIONS

MISCELLANEOUS MATERIALS

QTY UOMREQ'N

NUMBER MATERIAL NUMBER DESCRIPTION

82 EA SET ON WEIGHTS

11 EA PIPELINE MARKERS

10 EA WARNING SIGNS

0 EA CP TEST STATION TYPE 1


0 EA AERIAL MARKERS

0 EA ANODE BEDS

CONTINUOUS CONCRETE COATING

QTY UOMREQ'N


PIPE COATING DATAPIPE COATING: 14 MIL MINIMUM FBE AND 24 MIL MINIMUM ARO

GIRTH WELD COATING: 2 PART EPOXY

INTERNAL COATING (YES/NO): NO REV. 0

F

G

H

0 ISSUED FOR CONSTRUCTION

ISSUED FOR 95% 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 175 feet of single strand zinc ribbonInstall 30' ground rods every 40' (5 total locations)

0 ISSUED FOR CONSTRUCTION 2015-12-15 MJ RGMB

1 IFC (UPDATE ENV., RE-ROUTES, FOOT-PRINT) 2016-04-08 MJ RGMB

1

DCD2A

4+84

13+4

4

DCD2B

! ! !! ! !! ! ! !! !! ! ! !! ! !!!! ! ! ! !!! ! !

!!

52+8

6

77+8

2

80+9

6

76+7

2

80+1

6

286' 110' 80'

W-014 W-024B W-25A

56+3

6

66+2

8

69+2

8

70+1

3

76+7

2

79+4

0

54+1

3

64+7

8

66+2

8

69+9

5

74+3

1

79+3

5

150' 300' 18' 5'223' 241'

W-021 W-022 W-023 W-025W-016 W-024A

52+1

1

52+5

2

58+1

0

59+7

0

64+0

6

64+4

6

67+5

3

79+0

8

80+2

8

80+7

1

MAT

CH

LIN

E 9

0+00

MAT

CH

LIN

E 5

0+00

ENV

IRO

NM

EN

TAL

DAT

A

3' 4' 3' SEE REF DWG 3' 5' 3' 3' SEE REF DWG 3' SEE REF DWG

Class III

21040-440-PMW-00004 21040-440-PMW-00005 21040-505-HDW-21022

MAT

ER

IAL

2

! ! ! !!!!

(?á")

á")

á")

á")

á")

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!! ! ! !! ! " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "! !!## ##

MAT

CH

LIN

E50

+00

MAT

CH

LIN

E90

+00

58+1

0

59+7

0

64+0

6

64+4

6

79+0

8

80+2

8

80+7

1

160' 436' 40' 929'120' 43'1462'810'¬«4 ¬«6 ¬«4 ¬«4¬«4 ¬«6¬«6¬«6

78+9

3

80+4

1

50+0

0

58+2

058

+61

68+9

9

72+5

7

79+1

8

80+1

8

59+7

5

53+4

1

56+8

7

70+7

3

78+3

6

80+7

1

53+6

3

64+5

2

73+7

7

80+3

0

26-9K# SBW 13.5 CC

25-9K# SBW 13.5 CC 47-9K# SBW

13.5 CC35-9K# SBW

13.5 CC4-9K# SBW

13.5 CC90°

90° 8°

78+9

3

80+4

1

80+7

1MAT

ER

IAL

! !! !! ! !! !! ! ! !! !!! !!! ! !!!! ! !!! ! !!!!!! !! !! ! ! !!!!!!! !!!!! ! ! ! ! !!! ! !! ! ! ! ! ! !!! ! ! ! !! ! ! !!! ! ! ! !! ! !! ! ! ! !! !! ! ! !!!! ! ! !

MAT

CH

LIN

E50

+00

MAT

CH

LIN

E90

+00

52+3

5 C

L D

ITC

H52

+21

TOP

OF

BAN

K

52+4

1 TO

P O

F BA

NK

67+3

2 TO

P O

F BA

NK

67+4

3 TO

P O

F BA

NK

58+2

4 R

OA

D E

DG

E

58+5

1 R

OA

D E

DG

E

64+1

8 R

OA

D E

DG

E

64+3

5 R

OA

D E

DG

E

69+6

8 R

OA

D E

DG

E

69+7

8 R

OA

D E

DG

E

74+3

2 R

OA

D E

DG

E

74+4

5 R

OA

D E

DG

E

78+2

1 R

OA

D E

DG

E

58+4

0 PA

RK

ER

RD

.

64+2

5 U

NN

AM

ED R

D

69+7

3 U

NN

AM

ED R

D

74+4

0 U

NN

AM

ED R

D

78+2

5 U

NN

AM

ED R

D

79+6

7 H

WY

17/

92

58+2

2 P

OW

ER

LIN

E

58+9

8 P

OW

ER

LIN

E

63+9

2 P

OW

ER

LIN

E

64+2

7 P

OW

ER

LIN

E

79+1

9 P

OW

ER

LIN

E

84+3

0 P

OW

ER

LIN

E

88+0

0 P

OW

ER

LIN

E

80+0

5 P

OW

ER

LIN

E

89+0

1 P

OW

ER

LIN

E

59+5

2 FO

RE

IGN

P/L

K

IND

ER M

OR

GA

N

PIP

ELI

NE

50+0

0 FE

NC

E

62+5

6 FE

NC

E

63+5

6 FE

NC

E

64+0

8 FE

NC

E

64+3

7 FE

NC

E

68+9

9 FE

NC

E

72+5

7 FE

NC

E74

+30

FEN

CE

74+5

1 FE

NC

E

76+4

6 FE

NC

E

78+1

4 FE

NC

E

78+3

0 FE

NC

E78

+30

RO

AD

ED

GE

79+5

1 R

OA

D E

DG

E

84+5

4 R

OA

D E

DG

E84

+73

RO

AD

ED

GE

87+4

5 R

OA

D E

DG

E87

+58

RO

AD

ED

GE

88+8

3 R

OA

D E

DG

E88

+96

RO

AD

ED

GE

67+3

7 C

L D

ITC

H

58+4

0 C

L A

R 1

456

69+7

3 C

L A

R 1

426

74+4

0 C

L A

R 1

427

78+2

5 C

L A

R 1

428

80+7

1 H

DD

EN

TRY

51+1

4 IR

ON

PIP

E L

T 21

'

54+2

5 IR

ON

RO

D L

T 19

'55

+88

IRO

N R

OD

LT

22'

57+8

3 P

OW

ER

PO

LE

R

T 64

'

58+2

6 IR

ON

RO

D R

T 82

'58

+26

GU

Y A

NC

HO

R

R

T 58

'58

+27

PO

WE

R P

OLE

RT

66'

58+6

5 IR

ON

RO

D R

T 61

'

59+5

4 IR

ON

RO

D L

T 22

'61

+04

FEN

CE

PO

ST

R

T 74

'61

+97

IRO

N R

OD

LT

19'

62+4

6 FE

NC

E P

OS

T

LT

20'

62+9

3 FE

NC

E C

OR

NER

R

T 70

'62

+94

IRO

N P

IPE

RT

69'

63+4

5 IR

ON

RO

D R

T 70

'63

+46

FEN

CE

CO

RN

ER

LT

21'

63+7

7 P

OW

ER

PO

LE

R

T 16

'63

+88

TRA

ILE

R R

T 12

'

63+9

4 IR

ON

PIP

E R

T 68

'63

+94

FEN

CE

CO

RN

ER

RT

69'

63+9

6 FE

NC

E C

OR

NER

L

T 21

'63

+97

IRO

N P

IPE

LT

21'

64+1

7 P

OW

ER

PO

LE

R

T 41

'

64+2

4 G

UY

AN

CH

OR

LT

17'

64+2

5 FE

NC

E P

OS

T

LT

22'

68+9

6 FE

NC

E P

OS

T

LT

23'

69+4

5 FE

NC

E P

OS

T

LT

23'

69+5

9 FE

NC

E P

OS

T

LT

19'

69+8

3 FE

NC

E P

OS

T

LT

20'

69+8

5 FE

NC

E L

T 20

'69

+97

FEN

CE

PO

ST

L

T 24

'69

+97

FEN

CE

PO

ST

L

T 19

'

72+4

8 IR

ON

RO

D L

T 25

'72

+55

FEN

CE

CO

RN

ER

LT

24'

76+3

5 P

OW

ER

PO

LE

L

T 18

'

76+4

7 P

OW

ER

PO

LE

L

T 15

'76

+56

PO

WE

R P

OLE

LT

17'

81+8

9 M

ON

UM

EN

T LT

15'

82+8

9 U

ND

ER

GR

OU

ND

T

ELE

PH

ON

E LT

13'

83+6

1 P

ED

ES

TAL

LT 1

3'

84+8

9 U

ND

ER

GR

OU

ND

T

ELE

PH

ON

E LT

11'

85+8

8 FE

NC

E P

OS

T

LT

15'

86+6

2 P

ED

ES

TAL

LT 1

3'87

+21

CU

LVER

T LT

1'

87+7

8 C

ULV

ERT

LT 5

'88

+00

PO

WE

R P

OLE

LT

15'

88+6

1 C

ULV

ERT

LT 1

0'

80+8

4 P

OW

ER

PO

LE

R

T 37

'

89+1

5 C

ULV

ERT

LT 1

1'

88+1

6 P

OW

ER

PO

LE

R

T 4'

89+5

6 P

OW

ER

PO

LE

L

T 3'

78+9

3 P

I 90

º11'

56" L

T

80+4

1 P

I 90

º11'

35" R

T

STA

TIO

NIN

G

U U U U U

T T P

P P P P

PP

PP

P

P

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 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

)

))))))))))))

))

))

))

))))

))))

))

))))

))))

))))

))

X

X

X

XX

XX

X

XX X X XX

X

X

X X X X X X X

X

X

X

X

XX X XX

!W!W

!!!!!!!!!!

!

!!!!!!!!!!!!!

!!!!

!!!!

!!

!!

!!

!!

(?³H>

M

P

PERM. ROW

PROPOSED C/L


50'

50'

T.W.S.

PERM. ROW

PROPOSED C/L


25'50'

T.W.S.

PERM. ROW

PROPOSED C/L

N.T.S.

25'

DETAIL 33

50'

40'

81+9

6

112+

98

((

(

1075.01

1075.02

1031

1075.07

1017

1023

1075.122

1021

1075.05

1019

1075.081075.06

1075.0741075.073

1075.09

1075.071

1030

1025

1075.03

1075.04

1075.072

1014.1

1030.2

1032

1030.3

1030.1

1075.129

1075.077

1030.1 1036.2

1036.1

1036.3

1036.41031.01

1075.0761030

W-014

W-021

W-028

W-25AW-016

W-022

W-024A

W-023

W-024B

W-024

W-030

W-026-A1

W-018

W-026-A2

W-026B

W-017W-023-A1

W-026 W-027W-025

W-026-A4

W-015

W-026-A3

W-020

W-022-A1

WB-02B

HWY 17/92

UN

NA

ME

D R

D

PARKER

RD

UN

NA

ME

D R

D

UN

NA

ME

D R

D

UN

NA

ME

D R

D

UN

NA

ME

D R

D

KINDER MORGAN PIPELINE

AR 1428AR

142

6

AR

142

7

AR 1456

J&B-AR 5 J&B-AR 6

J&B-AR 7AJ&B-AR 7

225' X 115'

35' X

120

'

154' X 50'

193' X 75'

100' X 75'

100' X 25'

100' X 70'

100' X 50'

112' X 25'

70+0

0

80+00

HDD ENTRY1 Detail 33

MAT

CH

LIN

E 5

0+00

MAT

CH

LIN

E 9

0+00

MA

P


CO

UN

TY

40 40

50 50

60 60

70 70

80 80

90 90

50+00 51+00 54+00 57+00 60+00 63+00 66+00 69+00 72+00 75+00 78+00 81+00 84+00 87+00 90+00

GR

OU

ND

PR

OFI

LE

!!

PARKER ROADPOLK COUNTY,

FLORIDA41 FT

58+20 TO 58+61

POLK COUNTY ROW35 FT

64+38 TO 64+73

1075.077 FLORIDA DEPARTMENTOF TRANSPORTATION

704 FT 82+96 TO 90+00

1075.076FLORIDA DEPARTMENTOF TRANSPORTATION

100 FT 81+96 TO 82+96

U.S. HIGHWAY 17/92STATE ROAD 600

FDOT 100 FT

79+18 TO 80+18

1075.05S & R INVESTMENTS

USA, INC. 70 FT

78+48 TO 79+18

1031.01CORINE W. ALLEN

53 FT 60+05 TO 60+58

1019 ROGER VICKERS

118 FT 51+27 TO 52+45

1017 DUKE ENERGY FLORIDA,

INC. 127 FT

50+00 TO 51+27

1075.02DUKE ENERGY FLORIDA, INC.

400 FT72+48 TO 76+48

1075.01BIBI ALLI,

MOHAMED ALLI,LELAUTIE ALLII

775 FT64+73 TO 72+48

1036.4EDDIE LEE SCOTT

ANDJANIE LEE SCOTT

50 FT63+58 TO 64+08

1036.3LORINE DIRCKSON

50 FT 63+08 TO 63+58

1036.2RAYMOND KENNETH WILSON

ANDCYNTHIA JEAN WILSON

50 FT 62+58 TO 63+08

1036.1HELEN P.BODDIE

ANDCOREY P. BODDIE

50 FT62+08 TO 62+58

1032 HENRY BELL

ANDBERNICE BELL

150 FT 60+58 TO 62+08

1031RAYMOND WILSON

ANDCYNTHIA WILSON

26 FT 59+79 TO 60+05

1031RAYMOND WILSON

ANDCYNTHIA WILSON

30 FT64+08 TO 64+38

1075.04 POLK COUNTY

100 FT 77+48 TO 78+48

1075.03POLK COUNTY

100 FT76+48 TO 77+48

1021 W.T. PAUL LIAU,

TRUSTEE189 FT

52+45 TO 54+34

1025JO ANN HOWARD,AND FREDERICK

LAMAR HOWARD, SR.153 FT

54+34 TO 55+87

1030.2 GLADYS JONES

ANDERIC JONES

86 FT 58+93 TO 59+79

1030JEFFREY T. GRANTAND MARIE GRANT

MACKEY233 FT

55+87 TO 58+20

1030JEFFREY T. GRANT

ANDMARIE GRANT MACKEY

32 FT58+61 TO 58+93

1075.122POLYAK

DEVELOPMENT, INC.178 FT

80+18 TO 81+96 MAT

CH

LIN

E90

+00

MAT

CH

LIN

E50

+00

OW

NE

RS

HIP

W-022-A2

UNNAM

ED RD

Typical B2

Typical A2

60+0

0

67+2

24'

BILL OF MATERIALS



ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY

1 EA 8° 3R VERTICAL FITTING2 EA 90° 3R HORIZONTAL FITTING

ITEMNO. QTY UOM

REQ'NNUMBER


PIPE ASSEMBLIESQTY UOM DESCRIPTION


QTY UOMREQ'N


133 EA SET ON WEIGHTS


6 EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS


QTY UOMREQ'N




INTERNAL COATING (YES/NO): NO



SHEET 2

REVISIONS


CHKBY

APPBY






LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS







POLK COUNTY, FLORIDASCALE: 1" = 200' 21040-510-ALS-00002 REV. H

TRACT

GR

OU

ND

P

RO

FILE

HO

RIZ

: 1" =

200

'V

ER

T: 1

" = 3

0'S

CA

LE: 1

" = 2

00'

SU

RV

EY

DAT

AE

NG

INE

ER

ING

DAT

A

REFERENCE DRAWING

CLASS LOCATION

EN

VIR

ON

ME

NTA

L D

ATA


AC MITIGATION



STATIONS










SPECIALCONDITIONS

³









TYPICAL DRAWINGS


21040-510-TYP-20001



21040-510-TYP-20002



21040-510-TYP-20112

WARNING SIGN DETAIL


21040-510-TYP-20114

21040-510-TYP-20115




21040-510-TYP-20118


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


PERMANENT ROW

TEMPORARY WORKSPACE



FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL


!> HDD ENTRY / EXIT


Typical / Detail

WATERLINE

SEWER LINE

!

VERTICAL FITTING!!


C

S

W

TP

X

GENERAL SURVEY

31

XXXXX.XXX

XXXXXXXX

U UTILITY LINE

ÉÛð TRAP


E

d2ñ

E

d1ñ

dª ANODE BED

INDUCTION BEND

BORE PIPELINE PIPE

##

* )

REV. 0

F

G

H





2015-08-14

2014-09-05

2015-10-23

2015-11-13

RGMJ

ANODE BED DEEP WELL


ANODE BED DEEP WELL

AC MITIGATION / CATHODIC PROTECTION 1,600 feet of double strand zinc ribbon (two 800' sections on either side of the pipeline)Install 30' ground rods every 50' (34 total locations)

DCD3A

DCD3B

78+8

0

70+8

0

137

7



1

!!!! !!! !!!

!!

127+

76

Potential Sand Skink Habitat

104+

33

117+

71

127+

76

99+6

8

107+

18

123+

97

465' 1053' 379'

W-032 W-032 W-033

114+

20

MAT

CH

LIN

E 1

30+0

0

MAT

CH

LIN

E 9

0+00

ENV

IRO

NM

EN

TAL

DAT

A

SEE REF DWG 3'

Class III

21040-505-HDW-21022 21040-440-PMW-20073

MAT

ER

IAL

2

!

(?á")

á")

!!

MAT

CH

LIN

E90

+00

MAT

CH

LIN

E13

0+00

114+

20

2420' 1580'

¬«4 ¬«6

116+

27

127+

28

98+3

3

100+

09

114+

27

1573'-7" CCC8°11

4+20M

ATE

RIA

L

! !!! !! ! !!! ! !!! ! !!!!!!! !! !! ! !! !! ! ! ! ! !! ! !!! ! ! ! !! ! !! !! ! ! ! ! !! ! !! ! !!!

MAT

CH

LIN

E90

+00

MAT

CH

LIN

E13

0+00

124+

43 W

ATE

R E

DG

E

127+

37 W

ATE

R E

DG

E

99+1

2 W

ATE

R L

INE

99+1

7 W

ATE

R L

INE

99+5

2 W

ATE

R L

INE

98+7

6 S

EW

ER L

INE

98+4

0 R

OA

D E

DG

E

99+1

9 R

OA

D E

DG

E

99+5

0 R

OA

D E

DG

E

103+

83 R

OA

D E

DG

E

120+

03 R

OA

D E

DG

E

120+

14 R

OA

D E

DG

E

98+3

6 R

OA

D E

DG

E

99+3

5 K

INN

EY

HAR

MO

N

RD

.

120+

08 U

NN

AM

ED R

D

120+

77 U

NN

AM

ED R

D

99+7

1 P

OW

ER

LIN

E

120+

25 P

OW

ER

LIN

E

120+

28 P

OW

ER

LIN

E

105+

99 P

OW

ER

LIN

E

116+

27 F

EN

CE

90+9

9 R

OA

D E

DG

E91

+31

RO

AD

ED

GE

92+6

4 R

OA

D E

DG

E93

+14

RO

AD

ED

GE

94+0

6 R

OA

D E

DG

E94

+38

RO

AD

ED

GE

96+5

3 R

OA

D E

DG

E

96+7

0 R

OA

D E

DG

E

109+

40 C

L D

ITC

H

99+3

5 C

L A

R 2

256

120+

77 C

L A

R 1

432

114+

20 H

DD

EXI

T

90+3

2 P

ED

ES

TAL

LT 1

2'

93+6

5 D

RAI

N R

T 7'

93+8

9 P

OW

ER

PO

LE

L

T 13

'93

+89

PE

DE

STA

L LT

9'

93+8

9 O

VER

HE

AD

PO

WER

LT

3'

95+7

4 D

RAI

N R

T 7'

95+8

8 FE

NC

E C

OR

NER

L

T 16

'95

+88

IRO

N R

OD

LT

15'

96+5

2 D

RIV

E W

AY R

T 6'

96+5

3 FE

NC

E P

OS

T

LT

14'

96+6

9 D

RIV

E W

AY R

T 6'

98+1

4 FE

NC

E C

OR

NER

L

T 15

'

100+

22 D

RAI

N L

T 5'

100+

44 R

ETA

ININ

G W

ALL

LT

6'10

0+54

RE

TAIN

ING

WA

LL

L

T 8'

101+

65 D

RAI

N L

T 6'

103+

15 D

RAI

N L

T 6'

103+

54 S

IDE

WA

LK L

T 11

'10

3+64

RE

TAIN

ING

WA

LL

L

T 8'

104+

18 S

IDE

WA

LK R

T 1'

104+

21 D

RAI

N R

T 7'

105+

52 S

IDE

WA

LK R

T 1'

105+

81 S

IDE

WA

LK R

T 3'

106+

14 IR

ON

RO

D L

T 14

'

112+

98 M

ON

UM

EN

T

R

T 25

'

116+

16 F

EN

CE

CO

RN

ER

RT

7'

119+

81 G

UY

AN

CH

OR

R

T 17

'11

9+82

GU

Y A

NC

HO

R

RT

13'

120+

08 O

VER

HE

AD

P

OW

ER R

T 15

'

120+

24 P

OW

ER

PO

LE

RT

10'

120+

25 G

UY

AN

CH

OR

L

T 10

'12

0+26

PO

WE

R P

OLE

L

T 62

'

121+

01 O

VER

HE

AD

P

OW

ER R

T 19

'

125+

59 IR

ON

RO

D R

T 25

'

90+5

5 P

OW

ER

PO

LE

L

T 4'

91+5

1 P

OW

ER

PO

LE

L

T 4'

92+4

8 P

OW

ER

PO

LE

L

T 5'

93+4

4 P

OW

ER

PO

LE

L

T 4'

94+6

2 P

OW

ER

PO

LE

L

T 4'

95+8

1 P

OW

ER

PO

LE

L

T 4'

97+0

8 P

OW

ER

PO

LE

L

T 4'

98+1

5 P

OW

ER

PO

LE

L

T 3'

104+

66 P

OW

ER

PO

LE

LT

4'

105+

64 P

OW

ER

PO

LE

LT

3'

107+

01 P

OW

ER

PO

LE

RT

9'

STA

TIO

NIN

G

WWWP

PP

P P

P

P

P

P

PP

PP 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 P P P P P P P P P P P P P P P P

W

SS

SS

SS

XX

XXXXXXXX

X

X

XXX

X X X X XX

XXXXX

X

!W

!W

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! (?³H>

M

P

PERM. ROW

PROPOSED C/L


50'

50'

T.W.S.

PERM. ROW

PROPOSED C/L


25'

50'

T.W.S.PERM. ROW

PROPOSED C/L

N.T.S.

25'

DETAIL 33

50'

40'

81+9

6

112+

98

( ( (

1075.15 1075.22

1075.21 1075.24

1075.10

1075.122

1075.13

1075.12

1075.11

1075.121

1075.074

1075.111

1075.077

1075.124

1075.09

1075.123

W-032

W-033W-031

W-031A

HWY 17/92

KIN

NEY

HA

RM

ON

RD

.

UN

NA

ME

D R

D

UN

NA

ME

D R

DA

R 1

432

AR 2

256

725' X 25'299' X 25'

200' X 75'100' X 68'

110+

00

100+

00

120+

00

HDD EXIT

2Detail 33

Typical B1

Typical A1

MAT

CH

LIN

E 9

0+00

MAT

CH

LIN

E 1

30+0

0

MA

P


CO

UN

TY

60 60

70 70

80 80

90 90

100 100

110 110

90+00 93+00 96+00 99+00 102+00 105+00 108+00 111+00 114+00 117+00 120+00 123+00 126+00 129+00 130+00

GR

OU

ND

PR

OFI

LE

!!

1075.077 FLORIDA DEPARTMENT OF TRANSPORTATION

2298 FT 90+00 TO 112+98

1075.22 APPLIED BUILDING

DEVELOPMENTCOMPANY-OAKHILLS, INC.

144 FT 123+99 TO 125+43

1075.24 APPLIED BUILDING

DEVELOPMENTCOMPANY-OAKHILLS, INC.

457 FT 125+43 TO 130+00

1075.21 POLK INVESTMENT, LLC

1101 FT 112+98 TO 123+99

MAT

CH

LIN

E13

0+00

MAT

CH

LIN

E90

+00

OW

NE

RS

HIP

BILL OF MATERIALS



ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY

1 EA 8° 3R VERTICAL FITTING

ITEMNO. QTY UOM

REQ'NNUMBER




QTY UOMREQ'N


0 EA SET ON WEIGHTS


2 EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS


1573 FT7" OF CONTINUOUS CONCRETE COATING

(140 PCF DENSITY CONCRETE)

QTY UOMREQ'N







SHEET 3

REVISIONS


CHKBY

APPBY






LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








TRACT

GR

OU

ND

P

RO

FILE

HO

RIZ

: 1" =

200

'V

ER

T: 1

" = 3

0'S

CA

LE: 1

" = 2

00'

SU

RV

EY

DAT

AE

NG

INE

ER

ING

DAT

A

REFERENCE DRAWING

CLASS LOCATION

EN

VIR

ON

ME

NTA

L D

ATA


AC MITIGATION



STATIONS










SPECIALCONDITIONS

³









TYPICAL DRAWINGS


21040-510-TYP-20001



21040-510-TYP-20002



21040-510-TYP-20112

WARNING SIGN DETAIL


21040-510-TYP-20114

21040-510-TYP-20115




21040-510-TYP-20118


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


PERMANENT ROW

TEMPORARY WORKSPACE



FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL


!> HDD ENTRY / EXIT


Typical / Detail

WATERLINE

SEWER LINE

!

VERTICAL FITTING!!


C

S

W

TP

X

GENERAL SURVEY

31

XXXXX.XXX

XXXXXXXX

U UTILITY LINE

ÉÛð TRAP


E

d2ñ

E

d1ñ

dª ANODE BED

INDUCTION BEND

BORE PIPELINE PIPE

##

* )

113+

99

2,386' of double ribbon (two 1,193' sections either side of pipeline)

126+

79

REV. 0

F

G

H





2015-08-14

2014-09-05

2015-10-23

2015-11-13

RGMJ

ANODE BED DEEP WELL


ANODE BED DEEP WELL

AC MITIGATION / CATHODIC PROTECTION 642 feet of double strand zinc ribbon (two 321' sections on either side of the pipeline)



1

118+

07

FIELDVERIFY

UTILITIES

114+

20

774' of double ribbon (two 387' sections either side of pipeline) DCD 4A

!! !! ! !! ! !! !!! !! ! !

!!

132+

63

176+

31

158+

72Potential Sand Skink Habitat Potential Sand Skink Habitat

147+

32

149+

73

133+

27

149+

51

1405' 22'

W-034 W-034A

178+

82

176+

52

179+

26

230' 74'

W-036W-035

148+

28

149+

48

178+

73

179+

33

MAT

CH

LIN

E 1

80+0

0

MAT

CH

LIN

E 1

30+0

0

EN

VIR

ON

ME

NTA

L D

ATA

3' SEE REF DWG 3' 4' 3'

Class III

21040-440-PMW-00007

MAT

ER

IAL

2

! !! !

á")

á")

á")

á")

á")E

dñ1" " " "! !## ##

MAT

CH

LIN

E13

0+00

MAT

CH

LIN

E18

0+00

148+

28

149+

48

178+

73

179+

33

2925' 60'120' 67'1828'¬«6 ¬«4¬«4 ¬«6¬«6

133+

27

148+

11

149+

61

176+

52

148+

3614

9+36

165+

64

148+

25

150+

34

149+

66

6-9K# SBW 13.5 CC

148+

01

178+

66

176+

02

179+

39

1801'-7" CCC61'-7"CCC264'-7" CCC

90°

90°

148+

11

149+

61MAT

ER

IAL

!!!! ! ! !!!!! !! !!!! ! !! ! ! !!! !! !! ! !! !

MAT

CH

LIN

E13

0+00

MAT

CH

LIN

E18

0+00

177+

12 W

ATE

R E

DG

E

178+

75 W

ATE

R E

DG

E

179+

26 W

ATE

R E

DG

E

148+

45 F

IBE

R L

INE

160+

57 T

OE

OF

SLO

PE

160+

83 T

OP

OF

BA

NK

148+

64 R

OA

D E

DG

E

149+

09 R

OA

D E

DG

E

178+

95 R

OA

D E

DG

E

179+

11 R

OA

D E

DG

E

148+

87 H

WY

17/

92

165+

44 U

NN

AM

ED

RD

179+

03 W

YN

ELL

DR

IVE

149+

29 P

OW

ER

LIN

E

179+

18 P

OW

ER

LIN

E

149+

12 W

ATE

RLI

NE

149+

18 W

ATE

RLI

NE

165+

64 F

EN

CE

179+

03 C

L A

R 1

458

147+

50 U

ND

ER

GR

OU

ND

FIB

ER

RT

34'

153+

65 IR

ON

RO

D L

T 25

'

155+

65 IR

ON

RO

D L

T 25

'

159+

64 IR

ON

RO

D L

T 25

'

165+

65 F

EN

CE

CO

RN

ER

LT

24'

169+

69 G

UY

AN

CH

OR

LT

17'

177+

64 M

ON

UM

EN

T LT

25'

179+

12 G

ATE

CO

NTR

OL

BO

X R

T 13

'

179+

20 G

UY

AN

CH

OR

LT

15'

179+

20 G

UY

AN

CH

OR

LT

9'

179+

26 R

ETA

ININ

G W

ALL

LT

1'

148+

11 P

I 90

º0'0

" RT

149+

61 P

I 90

º0'0

" LT

STAT

ION

ING

U U P

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 P P P P P P P P P P P P P P P P P P P P

W W WW W WX X X X X X X X

X

X X X X X

!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!

!!!!!!!!!!!!

³H>

M

P

PERM. ROW

PROPOSED C/L


25'

50'

T.W.S.

PERM. ROW

PROPOSED C/L


50'

50'

T.W.S.

258' X 75'

100' X 95'

1480' X 25'

140' X 25'

170' X 25'

PERM. ROWPROPOSED C/L

DETAIL 2N.T.S.

25'

50'50'

T.W.S.

T.W.S.

25' T.W.S.

((

(

1075.35

1075.26

1075.24

1075.281075.341075.32

1075.361075.331075.31

1075.22

W-034

W-035

W-034A

W-036

HWY 17/92

WY

NE

LL D

RIV

E

1480' X 25'

170'

X 2

5'

100' X 95'

140' X 25'

100' X 50' 101' X 50'

258' X 75'

3Detail 2

Typical B1

Typical A2

MAT

CH

LIN

E 1

30+0

0

MAT

CH

LIN

E 1

80+0

0

MA

P


CO

UN

TY

70 70

80 80

90 90

100 100

110 110

120 120

130+00 132+00 135+00 138+00 141+00 144+00 147+00 150+00 153+00 156+00 159+00 162+00 165+00 168+00 171+00 174+00 177+00 180+00

GR

OU

ND

PR

OFI

LE

!!

U.S. HIGHWAY 17/92 /STATE ROAD 600

FDOT 100 FT

148+36 TO 149+36

1075.26 APPLIED BUILDING DEVELOPMENT

COMPANY-OAKHILLS, INC. 792 FT

140+44 TO 148+36

1075.24 APPLIED BUILDING DEVELOPMENT COMPANY-OAKHILLS, INC.

1044 FT 130+00 TO 140+44

1075.36 MARY

GRESSETT-CHAPPIN236 FT

177+64 TO 180+00

1075.35 STANDARD SAND & SILICA COMPANY

1200 FT 165+64 TO 177+64

1075.34 VIVEK INVESTMENT

CORPORATION 399 FT

161+65 TO 165+64

1075.33 AHILYA MATTOW AND

CHANDRAWATI MARAJ 200 FT

159+65 TO 161+65


CORPORATION 400 FT

155+65 TO 159+65

1075.31 N.D. HOWARD

200 FT 153+65 TO 155+65


CORPORATION 429 FT

149+36 TO 153+65 MAT

CH

LIN

E18

0+00

MAT

CH

LIN

E13

0+00

OW

NE

RS

HIP

179+

1617

8+90

AR

145

8

UN

NA

ME

D R

D

170+

00

160+

00

150+

00

140+

00

J&B-AR 9

J&B-AR 8

³









TYPICAL DRAWINGS


21040-510-TYP-20001



21040-510-TYP-20002



21040-510-TYP-20112

WARNING SIGN DETAIL


21040-510-TYP-20114

21040-510-TYP-20115




21040-510-TYP-20118


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


PERMANENT ROW

TEMPORARY WORKSPACE



FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL


!> HDD ENTRY / EXIT


Typical / Detail

WATERLINE

SEWER LINE

!

VERTICAL FITTING!!


C

S

W

T

P

X

GENERAL SURVEY

31

XXXXX.XXX

XXXXXXXX

U UTILITY LINE

ÉÛð TRAP


Ed2ñEd1ñ

dª ANODE BED

INDUCTION BEND

BORE PIPELINE PIPE

##

* )

BILL OF MATERIALS



ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY

2 EA 90° 3R HORIZONTAL FITTING

ITEMNO. QTY UOM

REQ'NNUMBER






QTY UOMREQ'N







SHEET 4

REVISIONS


CHKBY

APPBY






LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








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


AC MITIGATION



STATIONS










SPECIALCONDITIONS


QTY UOMREQ'N


6 EA SET ON WEIGHTS


EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS

5

REV. 0

F

G

H





2015-08-14

2014-09-05

2015-10-23

2015-11-13

RGMJ

ANODE BED DEEP WELL


ANODE BED DEEP WELL

AC MITIGATION / CATHODIC PROTECTION 1,374 ft of double stranded zinc ribbon (two 687' sections on either side of the pipeline)

139+

80



1

132+

93

586 ft of double stranded zinc ribbon(two 293' sections on either side of the pipeline) DCD 4C

! ! !!!! ! !!!! !! !!! !! ! !! !!

!!

189+

72

202+

44

206+

26

213+

64

183+

15

202+

05

203+

52

209+

40

219+

80

657' 424' 20'274'39'

W-037 W-040 W-042W-039W-039

183+

15

202+

05

199+

93

315' 212'

W-036 W-038

199+

76

199+

2452'

WB-03

197+

44

198+

24

199+

05

199+

96

214+

21

217+

21

MAT

CH

LIN

E 2

20+0

0

MAT

CH

LIN

E 1

80+0

0

EN

VIR

ON

ME

NTA

L D

ATA

3' 4' 3' 5' 3' SEE REF DWG 3'

Class III

21040-440-PMW-00008

MAT

ER

IAL

2

!!! !

á")

á")

á") E

dñ1!!! !! !

MAT

CH

LIN

E18

0+00

MAT

CH

LIN

E22

0+00

197+

44

198+

24

214+

21

217+

21

1744' 80' 1597' 300' 279'¬«6 ¬«4 ¬«6 ¬«4 ¬«6

183+

15

202+

44

209+

40

217+

25

219+

80

192+

63

215+

39

215+

90

197+

38

190+

23

206+

76

214+

14

199+

00

208+

90

219+

30

524'-7" CCC776'-7" CCC 70'-7" CCC1023'-7" CCC

MAT

ER

IAL

!! ! !!!! !!!! !! !!!! ! !!!!!!!! !!!! !!!!! ! ! ! !! ! ! ! ! ! ! ! ! ! ! !! ! ! !!! ! ! ! ! ! ! !!

MAT

CH

LIN

E18

0+00

MAT

CH

LIN

E22

0+00

199+

24 W

ATE

R E

DG

E19

9+71

WAT

ER

ED

GE

199+

09 T

OP

OF

BA

NK

199+

84 T

OP

OF

BA

NK

199+

94 T

OP

OF

BA

NK

200+

02 T

OE

OF

SLO

PE

191+

27 R

OA

D E

DG

E

191+

43 R

OA

D E

DG

E

194+

26 R

OA

D E

DG

E

194+

37 R

OA

D E

DG

E

197+

75 R

OA

D E

DG

E

197+

92 R

OA

D E

DG

E

215+

61 R

OA

D E

DG

E

215+

80 R

OA

D E

DG

E

191+

35 U

NN

AM

ED

RD

194+

32 U

NN

AM

ED

RD

197+

84 W

YN

ELL

DR

.

215+

71 S

UN

NY

AC

RE

S

R

D.

189+

70 P

OW

ER

LIN

E

191+

51 P

OW

ER

LIN

E

193+

64 P

OW

ER

LIN

E

196+

60 P

OW

ER

LIN

E

213+

66 P

OW

ER

LIN

E

215+

36 P

OW

ER

LIN

E21

5+47

PO

WE

R L

INE

217+

25 P

OW

ER

LIN

E

199+

92 T

ELE

PH

ON

E

191+

27 F

EN

CE

191+

47 F

EN

CE

192+

63 F

EN

CE

191+

35 C

L A

R 1

459

194+

32 C

L A

R 1

435

197+

84 C

L A

R 2

258

215+

71 C

L A

R 2

259

189+

71 P

OW

ER

PO

LE L

T

4

'18

9+71

GU

Y A

NC

HO

R L

T

1

2'19

0+73

GU

Y A

NC

HO

R L

T

1

7'19

1+14

IRO

N P

IPE

LT

25'

191+

28 F

EN

CE

PO

ST

RT

7'

191+

45 F

EN

CE

CO

RN

ER

RT

7'

191+

49 G

UY

AN

CH

OR

LT

22'

191+

50 P

OW

ER

PO

LE L

T

9

'

191+

54 F

EN

CE

CO

RN

ER

LT

17'

191+

62 G

UY

AN

CH

OR

LT

22'

192+

63 F

EN

CE

CO

RN

ER

LT

16'

193+

65 P

OW

ER

PO

LE R

T

2

3'

197+

65 F

EN

CE

CO

RN

ER

LT

25'

197+

97 S

TOP

SIG

N L

T 19

'19

8+03

GU

Y A

NC

HO

R L

T

1

4'19

8+03

GU

Y A

NC

HO

R L

T

1

8'19

8+04

FE

NC

E C

OR

NE

R

L

T 25

'19

8+15

CO

NC

RE

TE

E

DG

E R

T 26

'19

8+18

CO

NC

RE

TE

E

DG

E R

T 26

'19

8+18

WE

LL P

UM

P

H

OU

SE

RT

25'

198+

30 P

OW

ER

PO

LE R

T

2

7'19

8+57

OV

ER

HE

AD

PO

WE

R L

T 1'

199+

91 O

VE

RH

EA

D

P

OW

ER

LT

1'

201+

60 G

UY

AN

CH

OR

LT

14'

205+

56 G

UY

AN

CH

OR

LT

17'

213+

70 P

OW

ER

PO

LE R

T

3

7'

215+

52 G

UY

AN

CH

OR

LT

15'

215+

63 M

ON

UM

EN

T LT

25'

216+

10 F

EN

CE

CO

RN

ER

LT

21'

216+

79 M

ETA

L S

HO

P R

T

2

5'

217+

27 P

OW

ER

PO

LE R

T

1

2'

STAT

ION

ING

PP

PP

P

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 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

)

X

X

XX X X X XX XX X

!W

!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!³H>

M

P

PERM. ROW

PROPOSED C/L


25'50'

T.W.S.

PERM. ROW

PROPOSED C/L


50'

50'

T.W.S.

PERM. ROW

PROPOSED C/L

N.T.S.

50'

TYP. CONFIG. C

(((

1075.37 1075.43 1075.44

1075.571

1075.36

1075.38

1075.421, 1075.42

1075.45, 1075.46

1075.41

1075.45, 1075.46

1075.40

1075.47

1075.39

1075.48

W-040

W-037W-038

W-041

W-036 W-039W-042

WB-03

WB-04

HWY 17/92

SU

NN

Y A

CR

ES

RD

.

WY

NE

LL D

R.

UN

NA

ME

D R

D

UN

NA

ME

D R

D

UN

NA

ME

D R

DA

R 1

459

AR

225

9AR 1435 A

R 2

258

155' X 25'100' X 50' 75' X 50'

225' X 25'47' X 25' 75' X 36'

4

MAT

CH

LIN

E 1

80+0

0

MAT

CH

LIN

E 2

20+0

0

MA

P


CO

UN

TY

80 80

90 90

100 100

110 110

120 120

130 130

180+00 183+00 186+00 189+00 192+00 195+00 198+00 201+00 204+00 207+00 210+00 213+00 216+00 219+00 220+00

GR

OU

ND

PR

OFI

LE

!!

SUNNY ACRES RD POLKCOUNTY

25 FT 215+65 TO 215+90

1075.39 RTR II, LLC

149 FT 191+14 TO 192+63

1075.38 RTR II, LLC

151 FT 189+63 TO 191+14

1075.37 RTR II, LLC

599 FT 183+64 TO 189+63

1075.48 ALLEN

FERRELL, JR. 175 FT

215+90 TO 217+65

1075.47 JEAN PARKER

202 FT 213+63 TO 215+65

1075.45, 1075.46 DANPOL

INVESTMENTS, INC. 235 FT

217+65 TO 220+00

1075.45, 1075.46 DANPOL INVESTMENTS,

INC. 400 FT

209+63 TO 213+63

1075.44 WORTHY P. STEWART

392 FT 205+71 TO 209+63

1075.43 LORENE B. SHELL TRUST

575 FT 199+96 TO 205+71

1075.421, 1075.42 THE TOLENTINO FAMILY

LIMITEDPARTNERSHIP

431 FT 195+65 TO 199+96

1075.41 BEATRICE GALLOZA

200 FT 193+65 TO 195+65

1075.40 SAFWAT ISSA

102 FT 192+63 TO 193+65

1075.36 MARY

GRESSETT-CHAPPIN364 FT

180+00 TO 183+64 MAT

CH

LIN

E22

0+00

MAT

CH

LIN

E18

0+00

OW

NE

RS

HIP

101' X 50' 50' X 30'

45' X 25'

Typical B2 Typical A2

Typical C

190+

00

200+

00

210+

00

J&B-AR 11J&B-AR 10

BILL OF MATERIALS



ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARYITEMNO. QTY UOM

REQ'NNUMBER




QTY UOMREQ'N


0 EA SET ON WEIGHTS


3 EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS




QTY UOMREQ'N







SHEET 5

REVISIONS


CHKBY

APPBY






LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








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


AC MITIGATION



STATIONS










SPECIALCONDITIONS

³









TYPICAL DRAWINGS


21040-510-TYP-20001



21040-510-TYP-20002



21040-510-TYP-20112

WARNING SIGN DETAIL


21040-510-TYP-20114

21040-510-TYP-20115




21040-510-TYP-20118


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


PERMANENT ROW

TEMPORARY WORKSPACE



FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL


!> HDD ENTRY / EXIT


Typical / Detail

WATERLINE

SEWER LINE

!

VERTICAL FITTING!!


C

S

W

T

P

X

GENERAL SURVEY

31

XXXXX.XXX

XXXXXXXX

U UTILITY LINE

ÉÛð TRAP


Ed2ñEd1ñ

dª ANODE BED

INDUCTION BEND

BORE PIPELINE PIPE

##

* )

REV. 0

F

G

H





2015-08-14

2014-09-05

2015-10-23

2015-11-13

RGMJ

ANODE BED DEEP WELL


ANODE BED DEEP WELL

AC MITIGATION / CATHODIC PROTECTION



1

d h> 30' 7 x x 50' - florida southeast connection · and richard a. bruno 219 ft 21+99...

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