osceola county, florida · ... 2 part epoxy internal coating (yes/no): no ... 69+86 to 73+86...

!!

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

MAT

CH

LIN

E 5

0+00

MAT

CH

LIN

E 0

+00

3+00

2+80

20'

WB-SFAL

4+13

25+6

7

26+2

3

36+6

6

37+2

2

49+6

8

4+00

24+3

2

26+0

8

34+5

9

37+0

9

48+8

8

13' 135' 15' 207' 13' 80'

WL-W010WL-TB43 WL-TB42WL-SFAK WL-SFAOWL-w010a

Envi

ronm

enta

l Miti

gatio

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ecla

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ion

HCA

REFERENCEDRAWING

MAT

ER

IAL

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

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CH

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MAT

CH

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D E

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25+6

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ETL

AND

EX

IT

26+2

3 W

ETL

AND

EX

IT

36+6

6 W

ETL

AND

EX

IT

37+2

2 W

ETL

AND

EX

IT

49+6

8 W

ETL

AND

EX

IT

4+00

WE

TLAN

D E

NTR

Y

24+3

2 W

ETL

AND

EN

TRY

26+0

8 W

ETL

AND

EN

TRY

34+5

9 W

ETL

AND

EN

TRY

37+0

9 W

ETL

AND

EN

TRY

48+8

8 W

ETL

AND

EN

TRY

3+26

FO

RE

IGN

P/L

TR

AN

STA

TE P

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4+88

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P/L

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CO

PIP

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25+5

3 FO

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P/L

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32+1

8 FO

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P/L

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47+6

7 FO

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P/L

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ND

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3+15

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5+01

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31+3

3 P

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LIN

E31

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31+7

4 P

OW

ER

LIN

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37+7

5 P

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LIN

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47+9

7 P

OW

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LIN

E48

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PO

WE

R L

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3+06

FE

NC

E

14+5

2 FE

NC

E

17+6

2 FE

NC

E

18+4

6 FE

NC

E

19+6

8 FE

NC

E

48+5

6 FE

NC

E

2+89

CL

DIT

CH

24+5

7 C

L D

ITC

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37+1

7 C

L D

ITC

H

37+8

3 C

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25+8

6 R

AIL

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CS

X R

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3+76

CR

532

9+96

UN

KN

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19+9

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RO

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31+8

1 U

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NO

WN

RO

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37+5

1 O

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40+8

6 LA

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3+55

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63 R

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D E

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3+88

RO

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ED

GE

9+60

RO

AD

ED

GE

12+1

7 R

OA

D E

DG

E

9+96

CL

AR

120

4

20+3

6 C

L A

R 1

205

31+8

1 C

L A

R 1

206

40+8

6 C

L A

R 1

454

0+00

LA

UN

CH

ER

STA

TIO

NIN

G

X

X

X

XX

XX

XX

X X

XX

XX

XX

X X X X X X X X X X

XX

X

XX

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1010

103.2

1003

1005

1004

1014.1

1014

1005.1

103.21

103

1006.1

1006

1006.2

1017

1006.5

1015

1006.3

1008

1010.1

1007

1001

1010.2

103.1

101.16

102.5

1016

103.11

103.16

103.17

103.14

103.13

103.15

103.12

102.3

102.2

101.15

102.1

1000

102.4

1016.31

1020

1016

.1

1010.6

101.14

1018

1016.3

1016

.2

1010.3

1010.6

1010.4

1014

1014.1

1019

WL-SFAO

WL-SFAOWL-ML8

WL-SFGPb

WL-SFGPc

WL-W010

WL-TB43

WL-TB46b

WL-TB46a

WL-SFAN

WL-SFAM

WL-SFGPa

WL-SFAK

WL-TB42WL-w010a

WL-SFAKa

WL-JS91a

WB-DT-1

WB-SFAL

TEC

O P

IPEL

INE

KINDER MORGAN PIPELINE

UNKNOWN ROAD

LABOR C

AMP RD.

CR

532

OLD KISSIMMEE HWY

UNKNOWN R

OAD

UNKNOWN ROAD

AR 1205

AR 1454

AR 1204

AR 1206

279' X 50'

261' X 50'

200' X 50'

200' X 100'

175' X 50'170' X 25'

532' X 50'

150' X 50'

142'

X 1

00'

40' X 75'

200' X 50'

150' X 50'

169' X 50'157' X 50'

100' X 25'

215' X 50'94' X 40'

MAT

CH

LIN

E 0

+00

MAT

CH

LIN

E 5

0+00

MA

P

OSCEOLA COUNTY, FLORIDA

POLK COUNTY, FLORIDA

CO

UN

TYPR

OFI

LE!!

103.2 Esther KAC, Trustee

825 FT 10+19 TO 18+44

103 Madori Partners Ltd.

504 FT 5+15 TO 10+19

1004 Rolando Cordero

268 FT 18+44 TO 21+12

1006.5 Carol Grimes

559 FT 26+41 TO 32+00

1005 William A. Worrell and

Richard A. Bruno 422 FT

21+12 TO 25+34

1006 CSX Corporation

107 FT 25+34 TO 26+41

1008 Edward Lee Lively

196 FT 32+00 TO 33+96

1014 US92-49 Land Trust, c/o W.

T. Paul Liau, Trustee 268 FT

37+99 TO 40+67

1017 Duke Energy Florida, Inc.

135 FT 48+45 TO 49+80

1019 Roger Vickers

20 FT 49+80 TO 50+00

1010 Loughman Community

Association, Inc. 316 FT

33+96 TO 37+12

1015 Horace Betts and wife,

Cassandra A. Betts 309 FT

41+19 TO 44+28

1016 Jeanette Hall Glenn

303 FT 44+40 TO 47+43

1018 David Smith

4 FT 47+71 TO 47+75

1020 David Smith

70 FT 47+75 TO 48+45

102.2 Fabiola Matos and Geraldo

Matos 302 FT

0+00 TO 3+02 MAT

CH

LIN

E50

+00

MAT

CH

LIN

E0+

00

OW

NE

RS

HIP

30' X 25'TR

ANS

TATE

PIP

ELIN

E

KINDER MO

RGAN PIPELINE

CSX RR

MISCELLANEOUS MATERIALS

QTY UOMREQ'N

NUMBER MATERIAL NUMBER DESCRIPTION

EA SET ON WEIGHTS

EA PIPELINE MARKERS

EA WARNING SIGNS

EA CP TEST STATION TYPE D / B

EA CP TEST STATION TYPE F2


EA AERIAL MARKERS

CONCRETE COATING

QTY UOMREQ'N


FT 6" OF CONCRETE COATING (140 P/CF

DENSITY CONCRETE)

PIPE COATING DATAPIPE COATING: 16 MIL NOMINAL FBE AND 16 MIL MINIMUM ARO

GIRTH WELD COATING: 2 PART EPOXY

INTERNAL COATING (YES/NO): NO

GENERAL INFORMATION1. THE MINIMUM DEPTH OF COVER FOR THE PROJECT IS THREEFEET. ADDITIONAL DEPTH OF COVER IS REQUIRED AT ROAD ANDWATERBODY CROSSINGS, AND IS TO BE IN ACCORDANCE WITHREFERENCED PERMIT DRAWINGS, SITE SPECIFIC DRAWINGS,OR CONSTRUCTION SPECIFICATIONS, WHICHEVER IS MORESTRINGENT. 2. THE BOUNDARIES OF ALL WORK AREAS WILL BE CLEARLYMARKED AND ALL WORK SHALL REMAIN WITHIN THEDESIGNATED WORK AREA. 3. THE REQUIRED STATE ONE CALL NOTIFICATION IS THERESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. 4. THE CONTRACTOR SHALL ACCESS THE WORK AREA USINGONLY PUBLIC ROADS AND APPROVED ACCESS ROADS. 5. ADDITIONAL WARNING SIGNS MAY BE REQUIRED AS DICTATEDBY CONSTRUCTION CONTRACT.

SPECIAL NOTES

SHEET 1

REVISIONS

NO. DESCRIPTION DATEREVBY

CHKBY

APPBY

A ISSUED FOR OPEN HOUSE 2013-11-12 MB RG LD

B ISSUED FOR PRE-FERC FILING 2013-11-16 MB RG LD

C ISSUED FOR ERP 2014-02-21 MB RG LD

APPROVAL COMPANYENVIRONMENTAL

LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS

DRAWN BY: MB CONSTRUCTION PERMIT NO.

CHECKED BY: RG / MJ MAINTENANCE OPERATION REGION

PROJECT MANAGER LD MIN. TEST PRESSURE 1816 PSI

PROJECT DEF. NO. DESIGN PRESSURE 1440 PSI

FLORIDA SOUTHEAST CONNECTION PROJECT STA: 0+00 TO 50+00 DISCIPLINE#: 03

FLORIDA SOUTHEAST CONNECTIONALIGNMENT SHEET

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

TRACTP

RO

FILE

HO

RIZ

: 1" =

200

'V

ER

T: 1

" = 2

00'

SC

ALE

: 1" =

200

'

SU

RV

EY

DAT

AE

NG

INE

ER

ING

DAT

AE

NV

IRO

NM

EN

TAL

DAT

A

TOPSOIL SALVAGE

WATERBODY/WETLAND CROSSINGS

WATERBODY/WETLAND LENGTH

STATIONS

Permanent Erosion Control EROSION CONTROL CODE

Permanent Erosion Control SLOPE BREAKER CODE

Permanent Erosion Control

THREATENED AND ENDANGERED SPECIES

Special Conditions TIMING CONSTRAINT

Special Conditions CONSTRAINT 2



PERMANENT EROSION CONTROL

SPECIALCONDITIONS

³

DISCLAIMER: UNIVERSALPEGASUS INTERNATIONAL MAKES NO WARRANTY (EXPRESSED, IMPLIED OR OTHERWISE)THAT THE INFORMATION CONTAINED HEREIN IS ACCURATE OR COMPLETE AS TO ANY AND ALL SUBSURFACECONDITIONS AND CONFORMATION. ANY RELIANCE CONTRACTOR PLACES ON THE INFORMATION CONTAINED HEREINAS TO SUCH CONDITIONS, IS DONE SO AT ITS OWN RISK AND EXPENSE. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO CONTACT THE STATE "ONE CALL" SYSTEM PRIOR TO ANY EXCAVATION.

""

!!

##

!

" ""

""

101

XX

""XXM

P

HEAVYWALL PIPE

5D RAD FIT

TRANSITION PIPE

CASING PIPE

CONCRETE COATING

SET-ON WEIGHTS

WARNING SIGN

MATERIAL ITEM

AERIAL MARKER

CP TEST STATION

BV MOV / BV & CV

PIPELINE MARKER

PIPELINE MILEPOST

PIPELINE ROUTE

FENCE

POWER LINE

TELEPHONE LINE

BURIED CABLE

FOREIGN PIPELINE

RAILROAD

HIGHWAY / ROAD

STREAM / DITCH

PRIVATE ACCESS /SHOOFLY ROAD

PERMANENT ROW

TEMPORARY WORKSPACE

ADDITIONAL TEMPORARYWORKSPACE

WETLAND

FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W

POINT OFINTERSECTION (PI)

WATER WELL

ROOKERY BUFFER (1000 FEET)

!>HDD ENTRY / EXITBORE ENTRY / EXIT

TYPICAL WORKSPACECONFIGURATION

See Detail A

WATERLINE

SEWER LINE

LEGEND

!

VERTICAL FITTING!!

(D F4(F2((B

THIS BAND NOT UTILIZED












WETLAND / WATERBODY NAME

CSWTPX

GENERAL SURVEY

31



XXXXX.XXX

XXXXXXXX

PIPE ASSEMBLIESQTY UOM DESCRIPTION

ITEMNO. QTY UOM

REQ'NNUMBER

MATERIALNUMBER DESCRIPTION

FITTINGS SUMMARY

BILL OF MATERIALSITEMNO. QTY UOM REQ'N

NUMBERMATERIALNUMBER DESCRIPTION DWG/FIELD BOOK NO. TITLE

REFERENCE DRAWINGS

2014-03-07

TRACT THIS BAND NOT UTILIZED

!!

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

MAT

CH

LIN

E 1

00+0

0

MAT

CH

LIN

E 5

0+00

59+2

3

63+6

8

66+6

9

67+5

3

84+4

8

98+7

0

58+8

7

62+1

9

63+6

8

67+3

6

80+8

6

98+5

8

99+2

6

36' 149' 301' 17' 362' 12' 74'

WL-DT-20 WL-DT-21WL-TB49a WL-TB49b WL-TB52 WL-SF S WL-SF T

Envi

ronm

enta

l Miti

gatio

n\R

ecla

mat

ion

HCA

REFERENCEDRAWING

MAT

ER

IAL

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

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MAT

CH

LIN

E50

+00

MAT

CH

LIN

E10

0+00

59+2

3 W

ETL

AN

D E

XIT

63+6

8 W

ETL

AN

D E

XIT

66+6

9 W

ETL

AN

D E

XIT

67+5

3 W

ETL

AN

D E

XIT

84+4

8 W

ETL

AN

D E

XIT

98+7

0 W

ETL

AN

D E

XIT

58+8

7 W

ETL

AN

D E

NTR

Y

62+1

9 W

ETL

AN

D E

NTR

Y

63+6

8 W

ETL

AN

D E

NTR

Y

67+3

6 W

ETL

AN

D E

NTR

Y

80+8

6 W

ETL

AN

D E

NTR

Y

98+5

8 W

ETL

AN

D E

NTR

Y

99+2

6 W

ETL

AN

D E

NTR

Y

56+9

2 FO

RE

IGN

P/L

KI

ND

ER M

OR

GA

NPI

PE

LIN

E

55+6

3 P

OW

ER

LIN

E

61+3

3 P

OW

ER

LIN

E

61+6

8 P

OW

ER

LIN

E

78+0

2 P

OW

ER

LIN

E

79+9

2 P

OW

ER

LIN

E

92+3

0 P

OW

ER

LIN

E92

+39

PO

WE

R L

INE

99+2

1 P

OW

ER

LIN

E

59+9

7 FE

NC

E

60+9

7 FE

NC

E

61+4

9 FE

NC

E

61+7

8 FE

NC

E

66+3

9 FE

NC

E

69+9

7 FE

NC

E

93+7

0 FE

NC

E

98+6

8 FE

NC

E

93+0

0 C

ULV

ER

T

64+7

8 C

L D

ITC

H

55+8

1 PA

RK

ER

RD

.

61+6

6 U

NKN

OW

N R

OAD

67+1

3 U

NKN

OW

N R

OAD

92+8

1 H

WY

17/9

2

99+0

8 K

INN

EY

HAR

MO

NR

D.

55+6

5 R

OA

D E

DG

E

55+9

1 R

OA

D E

DG

E

61+5

9 R

OA

D E

DG

E

61+7

6 R

OA

D E

DG

E

92+5

1 R

OA

D E

DG

E

93+0

1 R

OA

D E

DG

E

98+8

2 W

ATE

RLI

NE

98+8

8 S

EW

ER

98+9

4 R

OA

D E

DG

E

99+2

2 R

OA

D E

DG

E

55+8

1 C

L A

R 1

457

55+8

1 C

L A

R 1

456

61+6

6 C

L A

R 1

425

67+1

3 C

L A

R 1

426

71+8

1 C

L A

R 1

427

75+6

6 C

L A

R 1

428

78+2

0 C

L A

R 1

429

79+6

5 C

L A

R 1

430

99+0

8 C

L A

R 2

256

STA

TIO

NIN

G

XX X X X

XX

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X X X X X X X

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X

X

X

XX X X

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XX

X

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X X X

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1075.122

1075.01

1075.02

1031

1075.1

1075.07

1023

1021

1075.13

1075.091075.08

1075.05

1075.12

1075.06

1075.11

1075.121

1032.1

1030

1075.113

1020

1075.041075.03

1075.14

1075.111

1075.112

1030.31030.1

1025

1030.21019

1032

3039.02

1075.124

1030.1

1075.15

1036.2

1075.123

1022

1022.5 1036.4

1036.3

1036.1

1030

WL-SF S

WL-DT-21

WL-TB49a

WL-SFAQ

WL-TB49b

WL-SF T

WL-TB52

WL-DT-20

WL-SFAO

WL-TB53

WL-TB57

WL-TB51

WL-JS95 WL-JS96

WL-JS94

WL-SFAR

WL-JS96

WL-TB55

WL-TB56WL-TB54

WL-JS92aWL-TB50

WL-JS93

AR 1

457

AR 2

256

AR 1

425

AR

145

6

AR 1

430

AR 1

428

AR

142

9

AR

142

6

AR 1

427

532' X 50'

266' X 50'98' X 75'

88' X 75'

81' X

50'

102' X 75'

346'

X 2

5'16

7' X

50'

125' X 50'150' X 50'

100' X 25'

100' X 70'

100' X 425'

100' X 75'

100' X 75'

KINDER MORGAN PIPELINE

1M

ATC

HLI

NE

50+

00

MAT

CH

LIN

E 1

00+0

0

MA

P


CO

UN

TYPR

OFI

LE!!

1075.11AP Properties,

LP (ContactAttorney Only)

79 FT 91+39 TO 92+18

1075.07 17-92, LLC (Contact

Attorney Only)207 FT

79+46 TO 81+53

1075.01 Mohamed Alli, et al.

780 FT 62+06 TO 69+86

1075.02 Florida Power Corporation

400 FT 69+86 TO 73+86

1075.03 Douglas Michaels andGlinda Sue Michaels

100 FT 73+86 TO 74+86

1075.04 Douglas Michaels andGlinda Sue Michaels

100 FT74+86 TO 75+86

1075.05S & R Investments

USA, Inc.200 FT

75+86 TO 77+86

1075.06Peninsular Florida District Council

of the Assemblies of God, Inc. 160 FT

77+86 TO 79+46

1075.0817-92, LLC (Contact


81+53 TO 84+07

1075.09 17-92, LLC (Contact


84+07 TO 86+20

1075.1 17-92, LLC (Contact


86+20 TO 91+39

1075.13 Wilmer D. Byrd

443 FT 93+72 TO

98+15

1075.15Applied Building

Development Company40 FT

99+60 TO 100+00

1021 US92-49 Land Trust, c/o W. T. Paul Liau, Trustee

204 FT 50+80 TO 52+84

1030 Jeffrey T. Grant and Marie

Grant Mackey 222 FT

53+35 TO 55+57

1019 Roger Vickers

80 FT 50+00 TO 50+80

1025 Jewel Howard and Jo Ann

Howard, his wife 51 FT

52+84 TO 53+35

1030.2 Gladys Jones and Eric

Jones, wife and husband 143 FT

55+98 TO 57+41

1032 Bernice Bell

Estate 194 FT

57+67 TO 59+61

1036.1Helen P. Boddie and

Corey P. Boddie49 FT

59+61 TO 60+10

1036.2Raymond Kenneth Wilson and Cynthia

Jean Wilson, husband and wife 49 FT

60+10 TO 60+59

1036.4Eddie Lee Scott and Janie

Lee Scott, his wife 50 FT

61+07 TO 61+57

1036.3Lorine Dirckson

48 FT 60+59 TO 61+07

1031 Raymond Wilson and Cynthia

Wilson, husband and wife 26 FT

57+41 TO 57+67

1031Raymond Wilson and Cynthia

Wilson, husband and wife 29 FT

61+57 TO 61+86 MAT

CH

LIN

E10

0+00

MAT

CH

LIN

E50

+00

OW

NE

RS

HIP

PAR

KER

RD

.

UNKN

OW

N R

OAD

UN

KN

OW

N R

OA

D

HWY 17/92

KIN

NEY

HA

RM

ON

RD

.


QTY UOMREQ'N


EA SET ON WEIGHTS

EA PIPELINE MARKERS

EA WARNING SIGNS




EA AERIAL MARKERS

CONCRETE COATING

QTY UOMREQ'N



DENSITY CONCRETE)





SPECIAL NOTES

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. C

TRACTP

RO

FILE

HO

RIZ

: 1" =

200

'V

ER

T: 1

" = 2

00'

SC

ALE

: 1" =

200

'

SU

RV

EY

DAT

AE

NG

INE

ER

ING

DAT

AE

NV

IRO

NM

EN

TAL

DAT

A

TOPSOIL SALVAGE



STATIONS










SPECIALCONDITIONS

³


""

!!

##

!

" ""

""

101

XX

""XXM

P

HEAVYWALL PIPE

5D RAD FIT

TRANSITION PIPE

CASING PIPE

CONCRETE COATING

SET-ON WEIGHTS

WARNING SIGN

MATERIAL ITEM

AERIAL MARKER

CP TEST STATION

BV MOV / BV & CV

PIPELINE MARKER

PIPELINE MILEPOST

PIPELINE ROUTE

FENCE

POWER LINE

TELEPHONE LINE

BURIED CABLE

FOREIGN PIPELINE

RAILROAD

HIGHWAY / ROAD

STREAM / DITCH


PERMANENT ROW

TEMPORARY WORKSPACE


WETLAND

FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL




See Detail A

WATERLINE

SEWER LINE

LEGEND

!

VERTICAL FITTING!!

(D F4(F2((B














CSWTPX

GENERAL SURVEY

31



XXXXX.XXX

XXXXXXXX


ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY



REFERENCE DRAWINGS


!!

! ! !! ! !

MAT

CH

LIN

E 1

50+0

0

MAT

CH

LIN

E 1

00+0

0

117+

96

128+

10

147+

61

124+

16

133+

48

1796' 394' 1413'

WL-SF T WL-SF U WL-SF V

Env

ironm

enta

l Miti

gatio

n\R

ecla

mat

ion

HCA

REFERENCEDRAWING

MAT

ER

IAL

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

!!

MAT

CH

LIN

E10

0+00

MAT

CH

LIN

E15

0+00

117+

96 W

ETL

AN

D E

XIT

128+

10 W

ETL

AN

D E

XIT

147+

61 W

ETL

AN

D E

XIT

124+

16 W

ETL

AN

D E

NTR

Y

133+

48 W

ETL

AN

D E

NTR

Y

120+

48 P

OW

ER

LIN

E12

0+51

PO

WE

R L

INE

149+

30 F

IBER

LIN

E

109+

59 C

L D

ITC

H

120+

31 U

NK

NO

WN

RO

AD

121+

00 U

NK

NO

WN

RO

AD

149+

73 H

WY

17/

92

124+

62 W

ATE

R E

DG

E

127+

71 W

ATE

R E

DG

E

149+

49 R

OA

D E

DG

E

149+

94 R

OA

D E

DG

E14

9+97

WAT

ER

LIN

E

121+

00 C

L A

R 1

432

149+

73 C

L A

R 2

257

STA

TIO

NIN

G

XXXXXXX

U

P P PP P

P

P

P

P

³H>

M

P

1075.24

1075.26

1075.25

1075.15

1075.2

1075.28

1075.21

1075.271075.17

1075.27

1075.22

1075.18

1075.19

1075.23

1075.14

1075.112

1075.1131075.16

WL-SF T

WL-SF V

WL-SF U

AR 2257

AR 1

432

100' X 50'

100' X 70'

300' X 50'

2

MAT

CH

LIN

E 1

00+0

0

MAT

CH

LIN

E 1

50+0

0

MA

P


CO

UN

TYP

RO

FILE

!!

1075.21 Polk Investment, LLC

1193 FT 113+02 TO 124+95

1075.22 Applied Building

Development Company64 FT

124+95 TO 125+59

1075.24 Applied Building Development Company

1506 FT 125+59 TO 140+65


1302 FT 100+00 TO 113+02


854 FT 140+65 TO 149+19

MAT

CH

LIN

E15

0+00

MAT

CH

LIN

E10

0+00

OW

NE

RS

HIP 1075.28

Vivek Welfare and Educational Foundation, Inc. c/o Braham R. Aggarwal

854 FT 149+19 TO 150+00

HWY 17/92

HAR

T R

D.

UN

KN

OW

N R

OA

D

UN

KN

OW

N R

OA

D


QTY UOMREQ'N


EA SET ON WEIGHTS

EA PIPELINE MARKERS

EA WARNING SIGNS




EA AERIAL MARKERS

CONCRETE COATING

QTY UOMREQ'N



DENSITY CONCRETE)





SPECIAL NOTES

SHEET 3

REVISIONS


CHKBY

APPBY





LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








TRACTPR

OFI

LEH

OR

IZ: 1

" = 2

00'

VER

T: 1

" = 2

00'

SCA

LE: 1

" = 2

00'

SUR

VEY

DAT

AEN

GIN

EER

ING

DAT

AEN

VIR

ON

ME

NTA

L D

ATA

TOPSOIL SALVAGE



STATIONS










SPECIALCONDITIONS

³


""

!!

##

!

" ""

""

101

XX

""XXM

P

HEAVYWALL PIPE

5D RAD FIT

TRANSITION PIPE

CASING PIPE

CONCRETE COATING

SET-ON WEIGHTS

WARNING SIGN

MATERIAL ITEM

AERIAL MARKER

CP TEST STATION

BV MOV / BV & CV

PIPELINE MARKER

PIPELINE MILEPOST

PIPELINE ROUTE

FENCE

POWER LINE

TELEPHONE LINE

BURIED CABLE

FOREIGN PIPELINE

RAILROAD

HIGHWAY / ROAD

STREAM / DITCH


PERMANENT ROW

TEMPORARY WORKSPACE


WETLAND

FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL




See Detail A

WATERLINE

SEWER LINE

LEGEND

!

VERTICAL FITTING!!

(D F4(F2((B














CSWTPX

GENERAL SURVEY

31



XXXXX.XXX

XXXXXXXX


ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY



REFERENCE DRAWINGS

2014-03-07


!!

!!!!! !!!

MAT

CH

LIN

E 2

00+0

0

MAT

CH

LIN

E 1

50+0

0

199+

62

38'

WB-SFAV

179+

27

183+

60

190+

17

176+

91

179+

70

183+

60

236' 390' 657'

WL-SFAT WL-SFAU WL-SFGH

Envi

ronm

enta

l Miti

gatio

n\R

ecla

mat

ion

HCA

REFERENCEDRAWING

MAT

ER

IAL

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

!!

MAT

CH

LIN

E15

0+00

MAT

CH

LIN

E20

0+00

179+

27 W

ETL

AN

D E

XIT

183+

60 W

ETL

AN

D E

XIT

190+

17 W

ETL

AN

D E

XIT

176+

91 W

ETL

AN

D E

NTR

Y

179+

70 W

ETL

AN

D E

NTR

Y

183+

60 W

ETL

AN

D E

NTR

Y

150+

15 P

OW

ER

LIN

E

179+

63 P

OW

ER

LIN

E

194+

09 P

OW

ER

LIN

E

197+

04 P

OW

ER

LIN

E

166+

08 F

EN

CE

191+

72 F

EN

CE

191+

91 F

EN

CE

193+

08 F

EN

CE

165+

89 U

NK

NO

WN

RO

AD

179+

47 U

NK

NO

WN

RO

AD

191+

80 U

NK

NO

WN

RO

AD

194+

77 U

NK

NO

WN

RO

AD

150+

03 W

ATE

RLI

NE

177+

25 W

ATE

R E

DG

E

179+

20 W

ATE

R E

DG

E

179+

40 R

OA

D E

DG

E

179+

56 R

OA

D E

DG

E

179+

71 W

ATE

R E

DG

E

198+

19 R

OA

D E

DG

E

198+

37 R

OA

D E

DG

E

199+

67 W

ATE

R E

DG

E

179+

47 C

L A

R 1

458

191+

80 C

L A

R 1

459

194+

77 C

L A

R 1

435

198+

29 C

L A

R 2

258

STA

TIO

NIN

G

X X X X XX XX XX X X X X X X X

X

X X X X X P P P P P P P P P P P P P P P P P P P P P P P P P P P P P

P

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

PP

PP

³H>

M

P

1075.3

1075.35 1075.371075.36

1075.26

1075.421075.341075.321075.28

1075.38

1075.331075.41

1075.31

1075.26 1075.29

1075.4

1075.39

1075.421

WL-SFGH

WL-SFAU

WL-SFAT

WL-SF V

WL-SFAW

WB-SFAV

HWY 17/92 AR 2257

AR

145

8

AR

145

9

AR 1

435

AR

225

8

165'

X 2

5'

100' X 25'50' X 25'100' X 25'

175' X 50'

300' X 50'

100' X 50' 75' X 50'

3

MAT

CH

LIN

E 1

50+0

0

MAT

CH

LIN

E 2

00+0

0

MA

P


CO

UN

TYPR

OFI

LE!!

1075.28 Vivek Welfare and

Educational Foundation,Inc. c/o Braham R. Aggarwal

366 FT 150+44 TO 154+10

1075.31 Alcie H. Combs

202 FT 154+10 TO 156+12

1075.32 Vivek Welfare and

Educational Foundation, Inc. c/o Braham R. Aggarwal

403 FT 156+12 TO 160+15

1075.33 Ahilya Mattow

201 FT 160+15 TO 162+16

1075.34 Vivek Welfare and EducationalFoundation, Inc. c/o Braham

R. Aggarwal 403 FT

162+16 TO 166+19

1075.35 Standard Sand and Silica Company

1209 FT 166+19 TO 178+28

1075.36 Mary Gressett-Chapin

600 FT 178+28 TO 184+28

1075.37 RTR II, LLC

600 FT 184+28 TO 190+28

1075.39 RTR II, LLC

158 FT 191+62 TO 193+20

1075.38 RTR II, LLC

134 FT 190+28 TO 191+62

1075.4 Safwat Issa

108 FT 193+20 TO 194+28

1075.41 Beatrice Galloza

184 FT 194+28 TO 196+12

1075.42 Tolentino Family Limited

Partnership 388 FT

196+12 TO 200+00 MAT

CH

LIN

E20

0+00

MAT

CH

LIN

E15

0+00

OW

NE

RS

HIP

PRO

VID

EN

CE

BLV

D

UNKNOW

N ROAD U

NK

NO

WN

RO

AD

UN

KN

OW

N R

OA

D

UN

KN

OW

N R

OA

DD

EER

RU

N D

R


QTY UOMREQ'N


EA SET ON WEIGHTS

EA PIPELINE MARKERS

EA WARNING SIGNS




EA AERIAL MARKERS

CONCRETE COATING

QTY UOMREQ'N



DENSITY CONCRETE)





SPECIAL NOTES

SHEET 4

REVISIONS


CHKBY

APPBY





LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








TRACTP

RO

FILE

HO

RIZ

: 1" =

200

'V

ER

T: 1

" = 2

00'

SC

ALE

: 1" =

200

'

SU

RV

EY

DAT

AE

NG

INE

ER

ING

DAT

AE

NV

IRO

NM

EN

TAL

DAT

A

TOPSOIL SALVAGE



STATIONS










SPECIALCONDITIONS

³


""

!!

##

!

" ""

""

101

XX

""XXM

P

HEAVYWALL PIPE

5D RAD FIT

TRANSITION PIPE

CASING PIPE

CONCRETE COATING

SET-ON WEIGHTS

WARNING SIGN

MATERIAL ITEM

AERIAL MARKER

CP TEST STATION

BV MOV / BV & CV

PIPELINE MARKER

PIPELINE MILEPOST

PIPELINE ROUTE

FENCE

POWER LINE

TELEPHONE LINE

BURIED CABLE

FOREIGN PIPELINE

RAILROAD

HIGHWAY / ROAD

STREAM / DITCH


PERMANENT ROW

TEMPORARY WORKSPACE


WETLAND

FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL




See Detail A

WATERLINE

SEWER LINE

LEGEND

!

VERTICAL FITTING!!

(D F4(F2((B














CSWTPX

GENERAL SURVEY

31



XXXXX.XXX

XXXXXXXX


ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY



REFERENCE DRAWINGS

2014-03-07


!!

!! !! ! !!! ! !

MAT

CH

LIN

E 2

25+0

0

MAT

CH

LIN

E 2

00+0

0

200+

20

20'

WB-SFAV

202+

99

206+

68

214+

09

200+

38

203+

90

209+

84

220+

24

261' 278' 425' 476'

WL-SFAW WL-SFAW WL-SFAX WL-SFBA

Env

ironm

enta

l Miti

gatio

n\R

ecla

mat

ion

HCA

REFERENCEDRAWING

MAT

ERIA

L

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

!!

MAT

CH

LIN

E20

0+00

MAT

CH

LIN

E22

5+00

202+

99 W

ETL

AN

D E

XIT

206+

68 W

ETL

AN

D E

XIT

214+

09 W

ETL

AN

D E

XIT

200+

38 W

ETL

AN

D E

NTR

Y

203+

90 W

ETL

AN

D E

NTR

Y

209+

84 W

ETL

AN

D E

NTR

Y

220+

24 W

ETL

AN

D E

NTR

Y

214+

11 P

OW

ER

LIN

E

215+

79 P

OW

ER

LIN

E21

5+92

PO

WE

R L

INE

217+

70 P

OW

ER

LIN

E

216+

16 S

UN

NY

AC

RE

SR

D.

200+

16 W

ATE

R E

DG

E20

0+37

TE

LEP

HO

NE

LIN

E

216+

16 C

L A

R 2

259

STAT

ION

ING

X

X

X

)

P P P P P P P P P P

PP

PP

PP P P P P P P P P P P P P P P P P P P P P P P P P P³H>

M

P

1075.46

1075.571

1075.43

1075.44 1075.461075.45

1075.462

1075.461

1075.471075.48

1075

.42

WL-SFAX

WL-SFBAWL-SFAW

WL-SFAZ

WB-SFAV

SU

NN

Y A

CR

ES

RD

.AR

225

9

30' X 50'

200' X 25'155' X 25'

154' X 25'47' X 25'

45' X 25'

40' X 75'

4

MAT

CH

LIN

E 20

0+00

MAT

CH

LIN

E 22

5+00

MA

P


CO

UN

TYP

RO

FILE

!!

1075.42 Tolentino Family Limited

Partnership 60 FT

200+00 TO 200+60

1075.43 Lorene B. Shell TrustAgreement (Contact

Attorney Only) 560 FT

200+60 TO 206+20

1075.44 Worthy P. Stewart

392 FT 206+20 TO 210+12

1075.45 Danpol Investments, Inc.

200 FT 210+12 TO 212+12


688 FT 218+12 TO 225+00


216 FT 212+12 TO 214+28

1075.47 Jean Parker

159 FT 214+28 TO 215+87

1075.48 Ronald E. Minshew

Revocable Trust 175 FT

216+37 TO 218+12 MAT

CH

LIN

E22

5+00

MAT

CH

LIN

E20

0+00

OW

NE

RS

HIP

HWY 17/92


QTY UOMREQ'N


EA SET ON WEIGHTS

EA PIPELINE MARKERS

EA WARNING SIGNS




EA AERIAL MARKERS

CONCRETE COATING

QTY UOMREQ'N



DENSITY CONCRETE)





SPECIAL NOTES

SHEET 5

REVISIONS


CHKBY

APPBY





LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








TRACTPR

OFI

LEH

OR

IZ: 1

" = 2

00'

VER

T: 1

" = 2

00'

SCA

LE: 1

" = 2

00'

SUR

VEY

DAT

AEN

GIN

EER

ING

DAT

AEN

VIR

ON

ME

NTA

L D

ATA

TOPSOIL SALVAGE



STATIONS










SPECIALCONDITIONS

³


""

!!

##

!

" ""

""

101

XX

""XXM

P

HEAVYWALL PIPE

5D RAD FIT

TRANSITION PIPE

CASING PIPE

CONCRETE COATING

SET-ON WEIGHTS

WARNING SIGN

MATERIAL ITEM

AERIAL MARKER

CP TEST STATION

BV MOV / BV & CV

PIPELINE MARKER

PIPELINE MILEPOST

PIPELINE ROUTE

FENCE

POWER LINE

TELEPHONE LINE

BURIED CABLE

FOREIGN PIPELINE

RAILROAD

HIGHWAY / ROAD

STREAM / DITCH


PERMANENT ROW

TEMPORARY WORKSPACE


WETLAND

FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL




See Detail A

WATERLINE

SEWER LINE

LEGEND

!

VERTICAL FITTING!!

(D F4(F2((B














CSWTPX

GENERAL SURVEY

31



XXXXX.XXX

XXXXXXXX


ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY



REFERENCE DRAWINGS

2014-03-07


!!

!! !! !! !! !!

MAT

CH

LIN

E 2

50+0

0

MAT

CH

LIN

E 2

25+0

0

234+

1123

3+46

65'

WB-SFGR22

7+05

239+

14

240+

89

238+

49

239+

64

244+

41

205' 65' 125' 559'

WL-SFBRWL-SFBA WL-SFGQWL-SFGQ

Env

ironm

enta

l Miti

gatio

n\R

ecla

mat

ion

HCA

REFERENCEDRAWING

MAT

ER

IAL

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

!!

MAT

CH

LIN

E22

5+00

MAT

CH

LIN

E25

0+00

227+

05 W

ETL

AN

D E

XIT

239+

14 W

ETL

AN

D E

XIT

240+

89 W

ETL

AN

D E

XIT

238+

49 W

ETL

AN

D E

NTR

Y

239+

64 W

ETL

AN

D E

NTR

Y

244+

41 W

ETL

AN

D E

NTR

Y

228+

10 P

OW

ER

LIN

E22

9+87

PO

WE

R L

INE

234+

89 P

OW

ER

LIN

E

231+

27 F

EN

CE

232+

11 F

EN

CE

234+

28 F

EN

CE

234+

83 F

EN

CE

235+

85 F

EN

CE

238+

11 F

EN

CE

235+

61 C

ULV

ER

T23

5+63

CU

LVE

RT

235+

66 C

ULV

ER

T23

5+76

FIB

ER L

INE

235+

05 C

L D

ITC

H

235+

35 H

WY

17/

9223

5+18

RO

AD

ED

GE

235+

52 R

OA

D E

DG

E

227+

89 C

L A

R 1

436

231+

09 C

L A

R 2

261

235+

35 C

L A

R 3

054

STA

TIO

NIN

G

XX

X

X X X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X XX

X

U

P

P

P

PP

PP

P

P

PP

PP

PP

PP

PP

PP

P

1075.57

1075.571

1075.56

1075

.53

1075

.52

1075.51

1075.5

1075.54

1075.55

1075.49

1075.46

WL-SFBR

WL-SFGQ

WL-SFBA

WL-DT-109

WB

-SFG

R

HW

Y 17

/92

AR 3

054

AR 2261

AR 1436

352'

X 5

0'

75' X 25'

175' X 50'

75' X 25'

63' X 50'

75' X 25'

100'

X 2

5'

MAT

CH

LIN

E 2

25+0

0

MAT

CH

LIN

E 2

50+0

0

MA

P


CO

UN

TYP

RO

FILE

!!


128 FT 225+00 TO 226+28

1075.49 Brensus, LLC

200 FT 226+28 TO 228+28

1075.5Wiley U Pridgen

200 FT 228+28 TO 23028

1075.51Wiley U.Pridgen

200 FT 230+28 TO 23228

1075.52Rosa Lee Crump and

Lola Smith 146 FT

232+28 TO 233+74

1075.57 Standard Sand and Silica

Company 1204 FT

237+96 TO 250+00

1075.56 Michelle P. Smith and Rosa Lee Crump and Lola Smith

207 FT 235+89 TO 237+96

1075.53Rosa Lee Crump and

Lola Smith 115 FT

233+74 TO 234+89 MAT

CH

LIN

E25

0+00

MAT

CH

LIN

E22

5+00

OW

NE

RS

HIP


QTY UOMREQ'N


EA SET ON WEIGHTS

EA PIPELINE MARKERS

EA WARNING SIGNS




EA AERIAL MARKERS

CONCRETE COATING

QTY UOMREQ'N



DENSITY CONCRETE)





SPECIAL NOTES

SHEET 6

REVISIONS


CHKBY

APPBY





LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








TRACTPR

OFI

LEH

OR

IZ: 1

" = 2

00'

VER

T: 1

" = 2

00'

SCA

LE: 1

" = 2

00'

SUR

VEY

DAT

AEN

GIN

EER

ING

DAT

AEN

VIR

ON

ME

NTA

L D

ATA

TOPSOIL SALVAGE



STATIONS










SPECIALCONDITIONS

³


""

!!

##

!

" ""

""

101

XX

""XXM

P

HEAVYWALL PIPE

5D RAD FIT

TRANSITION PIPE

CASING PIPE

CONCRETE COATING

SET-ON WEIGHTS

WARNING SIGN

MATERIAL ITEM

AERIAL MARKER

CP TEST STATION

BV MOV / BV & CV

PIPELINE MARKER

PIPELINE MILEPOST

PIPELINE ROUTE

FENCE

POWER LINE

TELEPHONE LINE

BURIED CABLE

FOREIGN PIPELINE

RAILROAD

HIGHWAY / ROAD

STREAM / DITCH


PERMANENT ROW

TEMPORARY WORKSPACE


WETLAND

FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL




See Detail A

WATERLINE

SEWER LINE

LEGEND

!

VERTICAL FITTING!!

(D F4(F2((B














CSWTPX

GENERAL SURVEY

31



XXXXX.XXX

XXXXXXXX


ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY



REFERENCE DRAWINGS

2014-03-07


!!

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

MAT

CH

LIN

E 3

00+0

0

MAT

CH

LIN

E 2

50+0

025

0+05

256+

52

263+

65

287+

92

288+

49

291+

08

297+

76

254+

64

260+

90

287+

06

289+

53

294+

26

5' 188' 275' 86' 57' 155' 350'

WL-SFBR WL-SFBS WL-SFBT WL-SFBU WL-SFBVWL-SFBUa WL-SFBW

Envi

ronm

enta

l Miti

gatio

n\R

ecla

mat

ion

HCA

REFERENCEDRAWING

MAT

ER

IAL

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

!!

MAT

CH

LIN

E25

0+00

MAT

CH

LIN

E30

0+00

250+

05 W

ETL

AN

D E

XIT

256+

52 W

ETL

AN

D E

XIT

263+

65 W

ETL

AN

D E

XIT

287+

92 W

ETL

AN

D E

XIT

288+

49 W

ETL

AN

D E

XIT

291+

08 W

ETL

AN

D E

XIT

297+

76 W

ETL

AN

D E

XIT

254+

64 W

ETL

AN

D E

NTR

Y

260+

90 W

ETL

AN

D E

NTR

Y

287+

06 W

ETL

AN

D E

NTR

Y

287+

92 W

ETL

AN

D E

NTR

Y

289+

53 W

ETL

AN

D E

NTR

Y

294+

26 W

ETL

AN

D E

NTR

Y

STA

TIO

NIN

G

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X³H>

M

P

1075.62

1075.62

1075.76

1075.64

1075.57

1075.571

1075.66

1075.71075.68 1075.69

1075.74

1075.67

1075.65

1075.731075.71 1075.72

WL-SFBWWL-SFBTWL-SFBS

WL-DT-78

WL-SFBV

WL-SFBU

WL-DT-76

WL-SFBUaWL-SFBR

5

MAT

CH

LIN

E 2

50+0

0

MAT

CH

LIN

E 3

00+0

0

MA

P


CO

UN

TYPR

OFI

LE!!

1075.57 Standard Sand and Silica

Company 217 FT

250+00 TO 252+17

1075.62 Standard Sand and Silica Company

4783 FT 252+17 TO 300+00

MAT

CH

LIN

E30

0+00

MAT

CH

LIN

E25

0+00

OW

NE

RS

HIP


QTY UOMREQ'N


EA SET ON WEIGHTS

EA PIPELINE MARKERS

EA WARNING SIGNS




EA AERIAL MARKERS

CONCRETE COATING

QTY UOMREQ'N



DENSITY CONCRETE)





SPECIAL NOTES

SHEET 7

REVISIONS


CHKBY

APPBY





LAND

1 INCH = 200 FT

0 200 400 600 800100

APPROVALS








TRACTP

RO

FILE

HO

RIZ

: 1" =

200

'V

ER

T: 1

" = 2

00'

SC

ALE

: 1" =

200

'

SU

RV

EY

DAT

AE

NG

INE

ER

ING

DAT

AE

NV

IRO

NM

EN

TAL

DAT

A

TOPSOIL SALVAGE



STATIONS










SPECIALCONDITIONS

³


""

!!

##

!

" ""

""

101

XX

""XXM

P

HEAVYWALL PIPE

5D RAD FIT

TRANSITION PIPE

CASING PIPE

CONCRETE COATING

SET-ON WEIGHTS

WARNING SIGN

MATERIAL ITEM

AERIAL MARKER

CP TEST STATION

BV MOV / BV & CV

PIPELINE MARKER

PIPELINE MILEPOST

PIPELINE ROUTE

FENCE

POWER LINE

TELEPHONE LINE

BURIED CABLE

FOREIGN PIPELINE

RAILROAD

HIGHWAY / ROAD

STREAM / DITCH


PERMANENT ROW

TEMPORARY WORKSPACE


WETLAND

FORESTED WETLAND

WATERBODY

PARCEL NUMBER

ROOKERY

PLSS SECTION LINE

ROW PARCEL

SPREAD BREAK

COUNTY BOUNDARY

!!

!!(W


WATER WELL




See Detail A

WATERLINE

SEWER LINE

LEGEND

!

VERTICAL FITTING!!

(D F4(F2((B














CSWTPX

GENERAL SURVEY

31



XXXXX.XXX

XXXXXXXX


ITEMNO. QTY UOM

REQ'NNUMBER


FITTINGS SUMMARY



REFERENCE DRAWINGS

2014-03-07


osceola county, florida · ... 2 part epoxy internal coating (yes/no): no ... 69+86 to 73+86...

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