Sheet 0-25 FINAL 10.0 - Florida Southeast …...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

! ! ! ! !

!!

1587

+15

1587

+31

1589

+59

1 589

+99

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CH

L IN

E 1

6 25+

00

MAT

CH

LIN

E 1

575+

00

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ON

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1600

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2450' 140' 2410'¬«6 ¬«4 ¬«6

30

1587

+39

1578

+96

1579

+46

1585

+79

1586

+56

1605

+ 97

1611

+ 27

1 613

+50

1587

+15

159 4

+11

159 9

+44

1601

+23

1587

+40

IB- 1

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75+0

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CH

L IN

E16

25+ 0

0

1593

+ 01

TOP

OF

BA

NK

1593

+44

TOP

OF

BA

NK

1601

+73

TOE

OF

SL O

PE

1 603

+35

T OE

OF

SLO

PE

1 603

+ 59

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OF

SL O

PE

1613

+16

TOE

OF

SLO

PE

161 3

+82

T OE

OF

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PE

162 2

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TOE

OF

SLO

PE

1587

+ 25

UN

NA

ME

D R

D

1589

+79

UN

NA

ME

D R

D

1600

+18

UN

NA

ME

D R

D

1 600

+69

UN

NA

ME

DR

D

1583

+45

PO

WE

R L

INE

1587

+ 27

PO

WE

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I NE

1590

+77

PO

WE

R L

INE

1600

+36

PO

WE

R L

INE

1587

+15

FEN

CE

1587

+39

FEN

CE

1594

+11

F EN

CE

159 9

+44

FEN

CE

1601

+ 23

F EN

CE

1583

+15

CL

AR

945

6

1589

+ 79

CL

AR

945

7

1600

+69

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AR

945

8

1579

+41

FEN

CE

CO

RN

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T 24

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1582

+89

FEN

CE

CO

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6 FE

NC

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NE

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RT

9'

1583

+32

FEN

CE

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RN

ER

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T 9'

1583

+41

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LT 7

3'

1583

+51

FEN

CE

CO

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ER

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84+1

8 P

OW

ER

PO

LE

LT

73'

1585

+12

UN

DE

RG

RO

UN

D

SA

NIT

AR

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ER

LT

25'

1585

+15

UN

DE

RG

RO

UN

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AR

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EW

ER

LT

27'

1587

+14

FEN

CE

CO

RN

ER

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T 20

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1587

+15

FEN

CE

CO

RN

ER

LT

39'

1587

+31

FEN

CE

CO

RN

ER

LT3 8

'

1587

+ 39

FEN

CE

CO

RN

ER

RT

1 7'

1587

+40

FEN

CE

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RN

ER

L T39

'15

87+6

4P

OW

ER

PO

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42'

1588

+ 10

FEN

CE

CO

RN

ER

RT

4'15

88+ 6

5FE

NC

E C

OR

NE

RR

T21

'

159 3

+79

FEN

CE

CO

RN

ER

RT

23'

1594

+ 10

FEN

CE

CO

RN

ER

RT

19'

1 599

+ 53

UN

DE

RG

RO

UN

DS

AN

I TA

RY

SE

WE

R L

T19

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99+5

7U

ND

ER

GR

OU

ND

SA

NIT

AR

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SE

WE

R L

T18

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99+7

8H

OU

SE

LT

1 1'

1600

+ 26

HO

US

E L

T9 '

1600

+89

F EN

CE

CO

RN

ER

LT48

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1603

+ 04

FEN

CE

CO

RN

ER

RT

1 3'

160 3

+20

FEN

CE

CO

RN

ER

RT

14'

1603

+40

F EN

CE

CO

RN

ER

RT

17'

1623

+19

F EN

CE

CO

RN

ER

RT

25'

1578

+95

PI

9º20

'35"

LT

1579

+46

PI

8º54

'9" R

T

1585

+78

PI

10º5

'35"

RT

1586

+56

PI

10º5

6'53

" LT

159 2

+96

PI

2º19

'38"

RT

1593

+96

PI

2 º43

'6" L

T

1613

+50

PI

85º6

'9" L

T

1 623

+71

PI

5º48

' 17"

LT

STAT

ION

ING

P

P

P

PP

P

PP

PP

PP

P

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

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PP

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PP

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PP

PP

PP

PP

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X

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X

X

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

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XX

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XX

XX

XX

XX

XX

X

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!

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!

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!

!

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!

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M

P

PERM. ROW

PROPOSED C/L

TYP. CONFIG. A1N.T.S.

50'

50'

T.W.S.

PERM. ROW

PROPOSED C/L

TYP. CONFIG. B1N.T.S.

25'

50'

T.W.S.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



1602+88 TO 1603+48



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


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


1 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

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



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







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 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

!

á")

á")

á")

á")

á")

á")

á")

á")E

dñ1!!" " " " " " " "

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


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


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



ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARYITEMNO. QTY UOM

REQ'NNUMBER




QTY UOMREQ'N


20 EA SET ON WEIGHTS


8 EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS


QTY UOMREQ'N







SHEET 37

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




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

P P PP

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

PP

PP)

)))

) ) ) ) )

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


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




ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY

2 EA 90° 3R HORIZONTAL FITTING

ITEMNO. QTY UOM

REQ'NNUMBER




QTY UOMREQ'N


0 EA SET ON WEIGHTS


5 EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS


QTY UOMREQ'N







SHEET 38

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

AE

NG

INE

ERIN

G D

ATA

REFERENCE DRAWING

CLASS LOCATION

ENV

IRO

NM

EN

TAL

DAT

A


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


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




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


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


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


1301 FT1733+13 TO 1746+14


50 FT1732+34 TO 1732+84


2412 FT1708+22 TO 1732+34


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



ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY


ITEMNO. QTY UOM

REQ'NNUMBER




QTY UOMREQ'N


0 EA SET ON WEIGHTS


4 EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS


QTY UOMREQ'N







SHEET 39

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



1


! !! ! ! !!

!!

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


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


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


2161 FT 1759+78 TO 1781+39


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



ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY


ITEMNO. QTY UOM

REQ'NNUMBER


PIPE ASSEMBLIES

1 EA MLBV 4 (30')

QTY UOM DESCRIPTION


QTY UOMREQ'N


0 EA SET ON WEIGHTS


6 EA WARNING SIGNS



0 EA AERIAL MARKERS

0 EA ANODE BEDS


QTY UOMREQ'N







SHEET 40

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




1

Documents

Sheet 0-25 FINAL 10.0 - Florida Southeast …...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