PENSACOLA

NAVAL AIR

STATION

SHERMAN

FIELD

STATION

CORRY

NTTC

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SAUFLEY

PENSACOLA

REGIONAL

AIRPORT

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ISLAND

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INTRACOASTAL

WATERWAY

B A L D

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BALDWIN COUNTY

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3 2

11 12

4 3

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20 21

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20 21

8 9

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T R

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ESCAMBIA COUNTY, FLORIDA

PLANS PROPOSED FOR

INDEX OF UTILITY PLANS

VICINITY MAP

SHEET NO. SHEET DESCRIPTION

BOARD OF COUNTY COMMISSIONERS

DISTRICT TWO

DISTRICT ONE

DISTRICT FIVE

DISTRICT FOUR

DISTRICT THREE

COMMISSIONERS

PROJECT MANAGER:

PROJECT ENGINEER:

SECTION / TOWNSHIP / RANGE:

SIGNATURE:

DISTRICT:

REG FLA ENG NO:

68385

DATE:

COUNTY TECHNICAL SPECIFICATIONS.

OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA

SHALL BE EXCLUDED AND NOT APPLICAPABLE TO ANY SPECIFICATION REFERED HEREIN

CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS,

ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

COUNTY TECHNICAL SPECIFICATIONS.

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE LATEST ESCAMBIA

T H

E O

F F

I C

I A

L R

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O R

D O

F T

H I S

S H

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O N

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F I L

E D

I G

I T

A L

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S I G

N E

D A

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S E

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F

.A .C

(SEE EOR SEAL)

HEATHER L. MANGANIELLO

ENGINEERING DEPARTMENT

CONSTRUCTION MANAGEMENT DIVISION

REALIGNMENT

BEULAH RD.

24, 25, 32/1N/32W

STEVE STROBERGER (VICE CHAIR)

MIKE KOHLER

UTILITY DETAILS

6IN WATER MAIN UTILITY RELOCATION PROFILE

8IN WATER MAIN UTILITY RELOCATION PROFILE

UTILITY RELOCATION PLAN

UTILITY RELOCATION PROJECT LAYOUT

UTILITY TABULATION OF QUANTITIES

UTILITY GENERAL NOTES

KEY SHEET

U-21 THRU U-24

U-18 THRU U-20

U-17

U-5 THRU U-16

U-4

U-3

U-2

U-1

MICHAEL SEGARS

PD 23-24.079

PROJECT NO.

STEVEN BARRY

LUMON MAY

UTILITY IMPROVEMENTS

ASHLEE HOFBERGER (CHAIR)

FOR BID

FINAL PLANS

FEBRUARY 2026

24 20

INTERSTATE 10

PROJECT AREA

BEULAH ROAD

KINGSFIELD ROAD

PROJECT MANAGER: MICHAEL SEGARS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROAD NO. FINANCIAL PROJECT IDCOUNTY

PROJECT ID

ROAD #

/1

/2 c p w w o r k in g \e a s t0

\d

\G

N N

T R

D .d g n

:4

:2

A

M J E

C L

A R

K

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L. MANGANIELLO, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

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D U

N D

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-2

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F

.A .C

ENGINEER OF RECORD

GENERAL NOTESUTILITY

U-2

GENERAL NOTES

TH

SPECIAL CONDITIONS

STA 344+56, 124.6 LT

PROPOSED FITTING: (EXAMPLE)

PROPOSED GATE VALVE:

PROPOSED PLUG VALVE:

ABBREVIATIONS

9. IN THE EVENT OF A WATER OR SEWER MAIN BREAK, CALL 24

HOUR EMERGENCY NUMBER (850) 554-5023

10. ALL CONCRETE SHOWN IN THESE DRAWINGS, UNLESS

OTHERWISE NOTED, SHALL CONFORM TO CLASS NS CONCRETE.

11. FARM HILL UTILITIES INC.

SHANEWILEY80@GMAIL.COMSHANE WILEY

SCONDON21@GMAIL.COM

(850) 968-2573SHAUN CONDON

REMOVE, RELOCATE, AND/OR ABANDON

PROPOSED CASING

PROPOSED WATER MAINS, RECLAIMED, AND WASTEWATER

8. PROPOSED PIPE SYMBOLOGY

¡ PROPSED MAIN

¡ PROPOSED MAIN

OFFSET DISTANCE FROM

UTILITIES.

OPERATIONAL PRIOR TO ROADWAY CONSTRUCTION THAT IMPACTS EXISTING

7. ALL UTILITY RELOCATION MUST BE IN PLACE, TESTED, CLEARED AND

SPECIFICATIONS.

SHUT DOWNS WITH COUNTY OPERATIONS STAFF AND AS REQUIRED IN THE

DISRUPTIONS DURING CONNECTIONS/CHANGEOVERS. COORDINATE ALL SYSTEM

MAINTAINED FOR ALL CUSTOMERS AT ALL TIMES, EXCEPT FOR MINOR

6. WATER, RECLAIMED, AND WASTEWATER SERVICE CONVEYANCE MUST BE

SERVICE.

FACILITIES HAVE BEEN CONSTRUCTED, TESTED, CLEARED, AND PLACED IN

CANNOT BE REMOVED OR PLACED OUT OF SERVICE UNTIL PROPOSED

WATER MAINS IDENTIFIED TO BE REMOVED OR PLACED OUT OF SERVICE

5. ALL EXISTING WATER MAINS, WASTEWATER FORCE MAINS, AND RECLAIMED

OF THE PIPE. EXISTING MAINS TO BE POST RESTRAINED PER DETAIL.

STANDARD C-105. POLYETHYLENE WRAP SHALL BE INCLUDED IN THE PRICE

(WASTERWATER) POLYETHYLENE WRAP IN ACCORDANCE WITH AWWA

BE WRAPPED IN BLUE (WATER), PURPLE (RECLAIMED), OR GREEN

RESTRAINED JOINT PER DETAIL. DUCTILE IRON PIPE AND FITTINGS ARE TO

4. ALL PROPOSED PIPE AND FITTINGS WITHIN PROJECT LIMITS SHALL BE

TESTING OF PIPING SYSTEMS.

OTHER DEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE

3. PROVIDE TEMPORARY THRUST RESTRAINT, BRACING, TESTING PLUGS, AND

OTHERWISE NOTED.

EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS 15.

INITIAL BID PRICE.

TO NEW/PROPOSED GRADE. COST TO BE INCORPORATED INTO

PREVENTERS, AND FIRE HYDRANTS WITHIN PROJECT LIMITS

VAULT ACCESS HATCHES, METERS AND BOXES, BACKFLOW

14. ADJUST ALL VALVES (LIDS AND STEMS), ARVS, MANHOLE LIDS,

FINAL ACCEPTANCE.

PROCESS SHALL BE REMOVED AND DISPOSED OF PRIOR TO

13. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING

PROJECT.

PROTECTION PLANS TO BE COORDINATED WITH ROADWAY

B. EROSION CONTROL AND STORMWATER POLLUTION

LINESTOP LOCATIONS.

BACTRIOLOGICAL TESTING; PRESSURE TESTING SCHEDULE;

WATER MAIN SAMPLING PLAN AND LOCATIONS FOR

CONNECTION SCHEDULE FOR MAINS (INCLUDING LINESTOPS);

WASTEWATER, POTABLE WATER, AND RECLAIMED WATER MAIN

LIMITED TO PIPE DEWATERING AND DISPOSAL PLANS; FOR

A. SHUTDOWN SCHEDULE AND PLAN TO INCLUDE BUT NOT

TO BEGINNING CONSTRUCTION (NOT LIMITED TO):

CONSTRUCTION SCHEDULE AND THE FOLLOWING PLANS PRIOR

12. SUBMIT AND OBTAIN APPROVAL OF SHOP DRAWINGS,

OWNER.

PRE-CONSTRUCTION CONDITIONS AT NO ADDITIONAL COST TO THE

ITEMS DUE TO CONSTRUCTION ACTIVITIES TO EQUAL OR BETTER THAN

THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGED

ANY OTHER IMPROVEMENT OR FACILITY IN THE CONSTRUCTION AREA.

SIDEWALKS, SIGNS, MAILBOXES, FENCES, TREES, LANDSCAPING, AND

AND SEWER LINES, STORM DRAINS, UTILITIES, DRIVEWAYS,

THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, WATER 14.

PRIOR TO CONSTRUCTION OF ARV.

CONSTRUCTION. LOCATIONS TO BE APPROVED BY COUNTY/OWNER

ARE TO BE INSTALLED AT ALL HIGH POINTS CREATED DURING

ARV(S) ARE SHOWN IN LOCATIONS BASED ON DESIGN PROFILE. ARV(S) 13.

UTILITIES DURING CONSTRUCTION.

CONSTRUCTION. CONTRACTOR TO SUPPORT POWER POLES AND OTHER

STABILIZATION AND DE-ENEGIZING OF POWER LINES DURING

COMPANIES PRESENT WITHIN RIGHT-OF-WAY FOR POWER POLE

CONTRACTOR TO COORDINATE WITH FPL AND/OR OTHER POWER 12.

THE PIPING PAY ITEMS.

REGULATIONS. THE COST OF DEWATERING SHALL BE INCLUDED IN

COMPLY WITH OSHA AND THE STATE OF FLORIDA TRENCH SAFETY

PROVIDE ADEQUATE TRENCH SAFETY FOR TRENCH EXCAVATIONS, AND

UTILITIES, EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH.

BRACING NECESSARY TO PROTECT WORKMEN, ADJACENT STRUCTURES,

EXCAVATIONS DRY AND SHALL PROVIDE ALL SHORING, SHEETING, AND

PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP 11.

MARSHALL PRIOR TO TAKING FIRE HYDRANTS OUT OF SERVICE.

OFFLINE. CONTRACTOR MUST RECEIVE APPROVAL FROM THE FIRE

DEPARTMENT AND FIRE MARSHALL WHEN TAKING FIRE HYDRANTS

CONTRACTOR TO COORDINATE WITH COUNTY PUBLIC WORKS 10.

MAINS.

CLEARANCE MUST BE RECEIVED PRIOR TO TIE-ING TO EXISTING

BEFORE THEY ARE CONNECTED TO THE NEWLY-INSTALLED PIPING.

MUST BE INSPECTED, CLEANED, FLUSHED, AND DISINFECTED

MAINS. ALL FIRE HYDRANT ASSEMBLIES AND CONNECTING PIPES

WHEN CONNECTING TO, AND DISINFECTING NEW AND EXISTING WATER

REFER TO FDEP REQUIREMENTS AND TO AWWA CHAPTER C651-05 9.

ADDITION TO MECHANICAL RESTRAINTS WHERE NOTED.

RESTRAINTS. THRUST BLOCKS TO BE FURNISHED AND INSTALLED IN

RESTRAINED VIA MECHANICAL RESTRAINTS OR INTERNAL JOINT

ALL FITTINGS, VALVES, PIPE AND APPURTENANCES TO BE 8.

BY, THE ENGINEER.

FIELD ADJUSTMENT SHALL BE COORDINATED WITH, AND APPROVED

ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION.

HORIZONTALLY AND/OR VERTICALLY TO AVOID CONFLICTS WITH

PIPELINE ALIGNMENTS SHALL BE ADJUSTED (AS REQUIRED) 7.

DIAMETER AND GREATER UNLESS OTHERWISE INDICATED.

THAN 16" DIAMETER AND MINIMUM 48 INCHES FOR MAINS 16"

THE PIPELINE SHALL BE A MINIMUM OF 36 INCHES FOR MAINS LESS

COVER AS MEASURED FROM FINISHED (PROPOSED) GRADE TO TOP OF 6.

WITH NPDES REQUIREMENTS.

ACTIVITIES SHALL COMPLY WITH AND BE PERFORMED IN ACCORDANCE

ALL WATER COLLECTED AND PUMPED DURING TRENCH DEWATERING 5.

POLES DURING CONSTRUCTION.

MAINTAIN AND PROTECT THE INTEGRITY OF THE UTILITY POWER 4.

NOT EXCEED 2 HOURS FOR WATER AND WASTEWATER.

SERVICE. DISRUPTION IN SERVICE TO ANY PROPERTY OWNER SHALL

OF ACCESS, POTABLE WATER, RECLAIMED WATER, AND WASTEWATER

48 HOURS IN ADVANCE OF ANY AND ALL WORK REQUIRING DISRUPTION

RESPECTIVE PROPERTY OWNERS SHALL BE NOTIFIED A MINIMUM OF 3.

CONSTRUCTION COMPONENTS WHICH VARY FROM THE DESIGN.

LOCATIONS, DIMENSIONS, AND ELEVATIONS OF ALL OTHER

PIPES, AND LOCATIONS OF SAMPLE POINTS FOR COMPLIANCE TESTING,

ELEVATIONS, TIES TO MAINS, VALVES, FITTINGS, ELEVATIONS OF

WITH THE SPECIFICATIONS, BUT NOT LIMITED TO FINISHED GRADE

RECORD DRAWING INFORMATION SHALL BE SUPPLIED IN ACCORDANCE 2.

TABLE.

POINTS HAVE NOT BEEN VERIFIED. SEE ROADWAY PLANS FOR VVH

ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE

APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY

LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED

(INCLUDING THOSE DESIGNATED VV, VH AND VVH) ARE BASED ON

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS 1.

SPECIAL FITTINGS PRIOR TO FABRICATION OR DELIVERY TO JOB SITE.

BE FURNISHED FOR APPROVAL OF ALL PIPE CONNECTIONS, TRANSITIONS, AND

DEFLECTION RECOMMENED BY THE MANUFACTURER. SHOP DRAWINGS SHALL

DEFLECTION OF PIPE JOINTS USING NOT MORE THAN 75% OF THE MAXIMUM

2. CONSTRUCT HORIZONTAL AND VERTICAL TRANSITION OF PIPELINE BY

1. NATIONAL GEODETIC VERTICAL DATUM OF NAVD 88.

VVH BY ESCAMBIA COUNTY:

CONTACTS:

WITH INW/IN

WITH W/

WATER MAINWM

UNKOWNUNKWN

TYPICALTYP

TOP OF PIPETOP

TO BE DETERMINEDTBD

STATIONSTA.

STORM DRAINSD

RIGHTRT

RESTRAINED JOINTRJ

RIGHT OF WAYR/W

RECLAIMED WATER MAINRWM

POLYVINYL CHLORIDEPVC

PLUG VALVEPV

PROPOSEDPROP.

PLUG AND FILLP&F

POLYETHYLENEP.E.

CYLINDER PIPE

PRESTRESSED CONCRETE PCCP

(RECLAIMED)

NON-POTABLE WATER MAINNPW

MINIMUMMIN

LEFTLT

LIMITED ACCESSLA

INVERTINV.

POLYETHYLENE

HIGH DENSITY HDPE

DRILL

HORIZONTAL DIRECTIONAL HDD

GRADEGR

GAS MAINGM

FORCE MAINFM

FLOW LINEFL

EXISTINGEXIST.

EDGE OF PAVEMENTEOP.

ELEVATIONELEV.

ELEVATIONEL

DUCTILE IRON PIPEDIP

DIAMETERDIA

DUCTILE IRONDI

CONSTRUCTCONST.

CENTERLINECL

CAST IRONCI

BASELINEBL

AIR RELEASE VALVEARV

APPROXIMATEAPPROX.

ASBESTOS CEMENTAC

ESCAMBIA COUNTY

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2 c p w w o r k in g

\e a s t0

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L. MANGANIELLO, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

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T I

S T

H E

E L

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F

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E

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F

.A .C

ENGINEER OF RECORD

QUANTITIES

UTILITY TABULATION OF

U-3

TABULATION OF QUANTITIES - POTABLE WATER MAIN - BEULAH RD.

ITEM NO. ITEM DESCRIPTION UNIT

SHEET NUMBERS

TOTAL QUANTITY

U-9 U-12 U-13 U-14

U-1 MOBILIZATION, POTABLE WATER LS 1

U-2 REMOVE 6" PVC, POTABLE WATER LF 1,463

U-3 REMOVE 8" PVC, POTABLE WATER LF 137

U-4 6" PVC C900, POTABLE WATER LF 1,487

U-5 8" PVC C900, POTABLE WATER LF 127

U-6 18" STEEL CASING, POTABLE WATER LF 60

U-7 6" DURCTILE IRON UNION (MJ/RJ), POTABLE WATER EA 2

U-8 EA 8

U-9 6"x6" DUCTILE IRON TEE (MJ/RJ), POTABLE WATER EA 3

U-10 8" DUCTILE IRON UNION (MJ/RJ), POTABLE WATER EA 2

U-11 EA 8

U-12 6" GATE VALVE (MJ/RJ), POTABLE WATER EA 3

U-13 8" GATE VALVE (MJ/RJ), POTABLE WATER EA 2

U-14 6" LINESTOP, POTABLE WATER EA 2

U-15 SAMPLE POINT, POTABLE WATER EA 5

U-16 ARV WITH ENCLOSURE, POTABLE WATER EA 3

U-17 FIRE HYDRANT, DRY BARREL, POTABLE WATER EA 4

U-19 RECORD DRAWING, POTABLE WATER LS 0

408 737 318

328717427

11 1

U-10

U-18 FIRE HYDRANT, REMOVE, POTABLE WATER EA 1 1

EXIST. R/W

EXIST. R/W

£ BEULAH RD.

¡ KINGSFIELD RD.

STA. 137+17.85

RESURFACING

BEGIN MILLING &

BEGIN PROJECT

73+28.96STA.

BEGIN WIDENING

N06°08'15"E

BEULAH RD.

KINGSFIELD RD.

1"=50'

N

TCE

KINGSFIELD RD. ACCEL LANE

EXIST. L/A R/W

(TO REMAIN)

(8" WATERMAIN)

W - FARMHILL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

PROPOSED R/W

(SIZE UNKNOWN)

OE - FPL

(SIZE UNKNOWN)

OE - FPL

ON THIS SHEET

NO UTILITY WORK

NOTES:

1) EXISTING 8-INCH WATER MAIN

(FARM HILL) IS BASED ON PRELIMINARY

DESIGN ALIGNMENT PROVIDED BY OWNER.

CONTRACTOR TO COORDINATE WITH COUNTY

AND OWNER (FARM HILL) TO OBTAIN THE

ASBUILTS/RECORD DRAWINGS FOR THE

8-INCH WATER MAIN.

137 138 139 140 141 142 143 144140140

S22°13'56"E

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

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P

M H

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

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IS

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F

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IT

A

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N

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A N

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L E

D U

N D

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R U

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-2

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F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

S E E S

H E E T U

M A T C

H L

IN

E S

T A . 1

.0

U-6

M A

T C

H L

I N

E S

T A

. 1

.0

, S E

E S

H E

E T

U

£ BEULAH RD.

EXIST. R/W

BEULAH RD.

1"=50'

N

73+28.96STA.

WITH WIDENING

END MILLING & RESURFACING

END PROJECT

(TO REMAIN)

POWER POLE - FPL

(TO BE REPLACED)

POWER POLE - FPL

(TO BE RELOCATED)

POWER POLE - FPL

(TO REMAIN)

10" WATERMAIN

W - FARMHILL

(TO REMAIN)

10" WATERMAIN

W - FARMHILL

(TO REMAIN)

6" WATERMAIN

W - FARMHILL

(TO REMAIN)

BT - CHARTER

(TO REMAIN)

BT - CHARTER

(TO REMAIN)

BT - CHARTER

Vvh#43

Vvh#44

Vvh#45

Vvh#46

ON THIS SHEET

NO UTILITY WORK

207 208

205 210210

N10°51 '23"W

W A T E R

W A T E

RW

A T E R

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

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M H

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

IS

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F

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F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-15

S E

E

S

H E

E T

U

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

T

U

1"=50'

N

1"=50'

N

ON THIS SHEET

NO UTILITY WORK

£ BEULAH RD.

(TO REMAIN)

10" WATERMAIN

W - FARMHILL

(7.2kV)

OE - FPL

EXIST. R/W

BEULAH RD.

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

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W .d g n

:4

:2

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

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T R

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IC

F

IL

E

D

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IT

A

L L

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N

E D

A N

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E A

L E

D U

N D

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R U

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-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-16

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

¡ KINGSFIELD RD.

£ BEULAH RD.

N06°08'15"E

BEULAH RD.

1"=50'

N

PROPOSED R/W

TCE

¡ KINGSFIELD ACCEL

KINGSFIELD RD. ACCEL LANEKINGSFIELD RD.

EXIST. R/W

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO BE REPLACED)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

BT - AT&T

(TO REMAIN)

(8" WATERMAIN)

W - FARMHILL

(SIZE UNKNOWN)

OE - FPL

(SIZE UNKNOWN)

OE - FPL

ON THIS SHEET

NO UTILITY WORK

NOTES:

1) EXISTING 8-INCH WATER MAIN

(FARM HILL) IS BASED ON PRELIMINARY

DESIGN ALIGNMENT PROVIDED BY OWNER.

CONTRACTOR TO COORDINATE WITH COUNTY

AND OWNER (FARM HILL) TO OBTAIN THE

ASBUILTS/RECORD DRAWINGS FOR THE

8-INCH WATER MAIN.

148 149

151145

150150150

200200200

S22°13' 56"E

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:2

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-7

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

E T

U

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

£ BEULAH RD.

N06°08'15"E

BEULAH RD.

1"=50'

N

PROPOSED R/W

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO BE REPLACED)

POWER POLE - FPL

(TO REMAIN)

(8" WATERMAIN)

W - FARMHILL

(SIZE UNKNOWN)

OE - FPL

TCE

ON THIS SHEET

NO UTILITY WORK

NOTES:

1) EXISTING 8-INCH WATER MAIN

(FARM HILL) IS BASED ON PRELIMINARY

DESIGN ALIGNMENT PROVIDED BY OWNER.

CONTRACTOR TO COORDINATE WITH COUNTY

AND OWNER (FARM HILL) TO OBTAIN THE

ASBUILTS/RECORD DRAWINGS FOR THE

8-INCH WATER MAIN.

153 154 155 156 157 158 159

191192193

195195

S3°26'2"E S2°9'35"W

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:2

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-8

S E

E

S

H E

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

A A

EXIST. R/W

£ BEULAH RD.

BEULAH RD.

1"=50'N

TCE

(TO REMAIN)

POWER POLE - FPL

OF 60" PIPES)

DURING CONST.

(PROVIDE SUPPORT

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(SEE NOTE 2)

POST RESTRAIN EXIST. 8" WM

(SIZE UNKNOWN)

OE - FPL

(SIZE UNKNOWN)

OE - FPL

TCE

TCE

POST RESTRAIN EXIST. 8" WM

N: 583369.23, E: 1059737.52

STA. 10+08.78

AND SAMPLE POINT

8" UNION (TIE TO EXIST. 8" WM)

N: 583374.52, E: 1059732.45

STA. 10+16.01

CONST. 3LF OF 8" PVC WM (RJ)

N: 583379.04, E: 1059732.64

STA. 10+20.63

CONST. 8" GATE VALVE (RJ)

CONST. 3LF OF 8" PVC WM (RJ)

N: 583384.00, E: 1059732.86

STA. 10+25.60

(ROTATED DOWN)

CONST. 8LF OF 8" PVC WM (RJ)

N: 583393.19, E: 1059733.27

STA. 10+34.80

(ROTATED UP)

WITHIN 60LF OF 18" STL CASING

CONST. 70LF OF 8" PVC WM (RJ)

N: 583464.80, E: 1059736.13

STA. 11+06.47

(ROTATED UP)

CONST. 6LF OF 8" PVC WM (RJ)

N: 583471.85, E: 1059736.41

STA. 11+13.52

(ROTATED DOWN)

CONST. 11LF OF 8" PVC WM (RJ)

E: 1059736.90

N: 583483.95

STA. 11+25.63

CONST. 8" GATE VALVE (RJ),

CONST. 8LF OF 8" PVC WM (RJ)

N: 583493.47, E: 1059737.27

STA. 11+35.16

N: 583498.60, E: 1059742.82

STA. 11+42.72

CONST. 6LF OF 8" PVC WM (RJ)

CONST. 5LF OF 8" PVC WM (RJ)

N: 583504.78, E: 1059743.06

STA. 11+49.13

AND SAMPLE POINT

(TIE TO EXIST. 8" WM)

CONST. 8" UNION

NOTES:

1) ACTUAL LOCATION OF EXISTING 8-INCH WATER MAIN, TO BE

REMOVED, MAY BE DIFFERENT THAN DEPCITED AS ALIGNMENT

IS SHOWN BASED ON PROPOSED PRELIMINARY PLANS

PROVIDED BY OWNER. LINEAR FOOTAGE NOTED IS

APPROXIMATE.

2) EXISTING 8-INCH WATER MAIN (FARM HILL) IS BASED ON

PRELIMINARY DESIGN ALIGNMENT PROVIDED BY OWNER.

CONTRACTOR TO COORDINATE WITH COUNTY AND OWNER (FARM

HILL) TO OBTAIN THE ASBUILTS/RECORD DRAWINGS FOR THE

8-INCH WATER MAIN.

INV. EL.= 64.30'

LANDFILL CONNECTION)

(STUBOUT FOR FUTURE

PROP. (5) 60" STORM WATER PIPE

INV. EL.= 64.90'

LANDFILL CONNECTION)

(STUBOUT FOR FUTURE

PROP. (5) 60" STORM WATER PIPE

BEULAH RD.

E: 1059730.66

N: 583367.72

STA. 10+12.45, 6.00' LT.

CONST. OFFSET ARV

(FARM HILL, SEE NOTE 1)

REMOVE 137LF OF EXIST. 8" WM

N: 583501.90, E: 1059742.62

STA. 11+46.00, 6.00' LT.

CONST. ARV

CONST. 7LF OF 8" PVC WM (RJ)

159 160 161 162 163 164 165 166160 165160

N2°9'35"E

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:2

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-9

M A

T C

H L

I N

E S

T A

.0

S

E E

S H

E E

T U

M A

T C

H L

I N

E S

T A

. 1

.0

, S E

E S

H E

E T

U

H Y

D

EXIST. R/W

£ BEULAH RD.

EXIST. R/W

BEULAH RD.

1"=50'

N

(SIZE UNKNOWN)

OE - FPL (SIZE UNKNOWN)

OE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO BE RELOCATED)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

HYDRANT (SEE NOTE 2)

REMOVE EXIST. FIRE

(TO REMAIN)

8" WATERMAIN

W - FARMHILL

(TO REMAIN)

6" WATERMAIN

W - FARMHILL

Vvh#1

Vvh#2

NOTES:

1) EXISTING 8-INCH WATER MAIN

(FARM HILL) IS BASED ON PRELIMINARY

DESIGN ALIGNMENT PROVIDED BY OWNER.

CONTRACTOR TO COORDINATE WITH COUNTY

AND OWNER (FARM HILL) TO OBTAIN THE

ASBUILTS/RECORD DRAWINGS FOR THE

8-INCH WATER MAIN.

2) EXISTING VALVE ON 6-INCH HYDRANT

BRANCH TO BE ABANDONED IN PLACE.

EXISTING STEM AND VALVE BOX TO BE

REMOVED.

N: 584599.10, E: 1059612.04

(TIE TO EXIST. 6" GATE VALVE)

AND 15LF OF 6" PVC WM (RJ)

CONST. FIRE HYDRANT ASSEMBLY

170 171

170170

W A T

R

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:4

P

M J T

H O

R P

E

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L. MANGANIELLO, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-10

S E

E

S

H E

E T

U

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A .0

S E

E

S

H E

E T

U

EXIST. R/W

BEULAH RD.

N

PROPOSED R/W

PROPOSED R/W

AQWERYTGAWREA

(TO BE RELOCATED)

POWER POLE - FPL

(TO BE RELOCATED)

POWER POLE - FPL (TO BE RELOCATED)

POWER POLE - FPL

(TO BE RELOCATED)

POWER POLE - FPL

(TO REMAIN)

6" WATERMAIN

W - FARMHILL

(TO REMAIN)

10" WATERMAIN

W - FARMHILL

Vvh#3

Vvh#4

Vvh#5 Vvh#6 Vvh#7 Vvh#8

Vvh#9

Vvh#10

Vvh#11

Vvh#12

Vvh#13

ON THIS SHEET

NO UTILITY WORK

177 178

180180

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:2

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-11

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

E T

U

S E

E

S

H E

E T

U

M A

T C

H L I N

E

S

T A

.0

EXIST. R/W

BEULAH RD.

N

PROPOSED R/W

(TO BE RELOCATED)

POWER POLE - FPL

BY OTHERS)

(TO BE RELOCATED,

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

OT - UNITI

OE - FPL

(TO REMAIN)

OT - UNITI

OE - FPL

(TO REMAIN)

6" WATERMAIN

W - FARMHILL

(TO REMAIN)

BT - CHARTER

Vvh#14

Vvh#15 Vvh#16

Vvh#17

Vvh#18 Vvh#19 Vvh#20

.0

E: 1058561.28

N: 585073.23

STA. 20+17.04

AND SAMPLE POINT

6" UNION (TIE TO EXIST. 6" WM)

POST RESTRAIN EXIST. 6" WM

N: 585069.55 ,E: 1058591.08

(APPROX. LOCATION)

CONST. 6" LINESTOP

CONST. 27LF OF 6" PVC WM (RJ)

E: 1058545.58

N: 585096.92

STA. 20+45.46

CONST. 6" GATE VALVE (RJ)

CONST. 18LF OF 6" PVC WM (RJ)

E: 1058535.04

N: 585112.83

STA. 20+64.55

CONST. 40LF OF 6" PVC WM (RJ)

E: 1058494.28

N: 585121.09

STA. 21+06.13

CONST. 6LF OF 6" PVC WM (RJ)

E: 1058490.51

N: 585126.79

STA. 21+12.96

AND FIRE HYDRANT ASSEMBLY

CONST. 6"x6"x6" TEE (RJ)

CONST. 12LF OF 6" PVC WM (RJ)

E: 1058482.72

N: 585138.53

STA. 21+27.06

5 FEET FROM R/W)

(DEFLECT AS NEEDED TO MAINTAIN

CONST. 302LF OF 6" PVC WM (RJ)

REMOVE 408LF OF EXIST. 6" PVC WM

E: 1058478.38

N: 585139.45

STA. 21+34.39

(ROTATED UP)

E: 1058470.86

N: 585141.05

STA. 21+39.18

(ROTATED DOWN)

CONST. 3LF OF 6" PVC WM (RJ)

CONST. 7LF OF 6" PVC WM (RJ)

.0

(FPL), (BY OTHERS)

PROP. POWER POLE

CONST. 12LF OF 6" PVC WM (RJ)

182 183 184 185 186 187 188 189185 N78°28'35"W

SAN

22 23 24

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:2

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-12

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

EXIST. R/W

BEULAH RD.

N

PROPOSED R/W

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

BT-UNITI

(TO REMAIN)

BT - UNITI(TO REMAIN)

OT - UNITI

OE - FPL

(TO REMAIN)

OT - UNITI

OE - FPL

(TO REMAIN)

(SIZE UNKNOWN)

G - PERDIDO LANDFILL

(TO REMAIN)

BT - CHARTER

(TO REMAIN)

BT - CHARTER

(TO REMAIN)

BT - CHARTER

Vvh#21

Vvh#22

Vvh#25

Vvh#23

Vvh#24

Vvh#26

Vvh#27

Vvh#28

Vvh#32

Vvh#31 Vvh#30

Vvh#29

Vvh#34

5 FEET FROM R/W)

(DEFLECT AS NEEDED TO MAINTAIN

CONST. 574LF OF 6" PVC WM (RJ)

.0

.0

REMOVE 737LF OF EXIST. 6" PVC WM

5 FEET FROM R/W)

(DEFLECT AS NEEDED TO MAINTAIN

CONST. 136LF OF 6" PVC WM (RJ)

E: 1057659.61

N: 585460.49

STA. 30+22.24

AND SAMPLE POINT

CONST. 6" GATE VALVE (RJ)

CONST. 4LF OF 6" PVC WM (RJ)

E: 1057663.56

N: 585457.42

STA. 30+17.23

3LF OF 6" PVC WM (RJ)

FIRE HYDRANT ASSEMBLY, AND

CONST. 6"x6"x6" TEE (RJ), (TO REMAIN)

(SIZE UNKNOWN)

G - PERDIDO LANDFILL

192 193

N51°0 '58"W

SAN

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:3

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-13

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

E T

U

S E

E

S

H E

E T

U

M A

T C

H L I N

E

S

T A

.0

A

£ BEULAH RD.

EXIST. R/W

BEULAH RD.

N

PROPOSED R/W

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO REMAIN)

POWER POLE - FPL

(TO BE REPLACED)

POWER POLE - FPL

(TO REMAIN)

OT - UNITI

OE - FPL

(TO REMAIN)

OT - UNITI

OE - FPL

(TO REMAIN)

BT - UNITI

(TO REMAIN)

BT - UNITI

(TO REMAIN)

6" WATERMAIN

W - FARMHILL

(TO REMAIN)

BT - CHARTER

(TO REMAIN)

BT - CHARTER

Vvh#35 Vvh#36

Vvh#37 Vvh#38 Vvh#39

Vvh#40

Vvh#41

Vvh#42

E: 1057313.23

N: 585754.16

STA. 34+89.00

AND SAMPLE POINT

6" UNION (TIE TO EXIST. 6" WM)

POST RESTRAIN EXIST. 6" WM

E: 1057317.67

N: 585753.84

STA. 34+84.56

CONST. 6" GATE VALVE (RJ),

CONST. 16LF OF 6" PVC WM (RJ)

E:1057335.15

N: 585752.73

STA. 34+67.03

AND 3LF OF 6" PVC WM (RJ)

FIRE HYDRANT ASSEMBLY,

CONST. 6"x6"x6" TEE (RJ), CONST. 31LF OF 6" PVC WM (RJ)

E: 1057367.86

N: 585750.66

STA. 34+34.26 5 FEET FROM R/W)

(DEFLECT AS NEEDED TO MAINTAIN

CONST. 275LF OF 6" PVC WM (RJ)

.0

REMOVE 318LF OF EXIST. 6" PVC WM

E: 1057509.17

N: 585599.11

STA. 32+26.86

CONST. OFFSET ARV

.0

CONST. 3LF OF 6" PVC WM (RJ)

E: 1057299.49

N: 585769.62

(APPROX. LOCATION)

CONST. 6" LINESTOP

199 200 201 202

200200200

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

\d

\U

T A

D U

W .d g n

:4

:3

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

U-14

S E

E

S

H E

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

KINGSFIELD RD.

¡ CONST.

PROPOSED R/W

EXIST. LA R/W

EXIST. R/W

N

END CONSTRUCTION

(TO REMAIN)

(8" WATERMAIN)

W - FARMHILL

116+05.82STA.

END WIDENING

ON THIS SHEET

NO UTILITY WORK

NOTES:

1) EXISTING 8-INCH WATER MAIN

(FARM HILL) IS BASED ON PRELIMINARY

DESIGN ALIGNMENT PROVIDED BY OWNER.

CONTRACTOR TO COORDINATE WITH COUNTY

AND OWNER (FARM HILL) TO OBTAIN THE

ASBUILTS/RECORD DRAWINGS FOR THE

8-INCH WATER MAIN.

110 111 112 113 114 115 116 110 115

= e

110+37.58= PT STA.

108+22.44= PC STA.

265.00= R

215.13= L

113.89= T

21°37'16"= D

(LT)46°30'51"= ¬

109+36.33= PI STA.

CURVE DATA

S68°44'47"E

110 111 112 113 114 115 116 110 115

S68°44'47"E

110 110 110

KINGSFIELD RD.

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g \e a s t0

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P

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

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IA

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.A .C

ENGINEER OF RECORD

UTILITY RELOCATION PLAN

M A

T C

H L I N

E

S

T A

.0

S E

E

S

H E

U-5

1" = 5' Vertical

1" = 50' Horizontal

SCALE

95 95

100 100

105 105

110 110

115 115

120 120

125 125

130 130

135 135

20 21 22 23 24 25 26 27

EXISTING GRADE OVER PIPE

PROPOSED GRADE OVER PIPE

POST RESTRAIN EXIST. 6" WM

AND SAMPLE POINT

6" UNION (TIE TO EXIST. 6" WM)

CONST. 6" GATE VALVE (RJ)

CONST. 6" PVC WM (RJ)

AND FIRE HYDRANT ASSEMBLY

CONST. 6"x6"x6" TEE (RJ)

(ROTATED UP)

(ROTATED DOWN)

M I N

M I N

CONST. 6" PVC WM (RJ)

M I N

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

\e a s t0

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L. MANGANIELLO P.E.

F A

C N

O T

E

ENGINEER OF RECORD

(1 OF 3)

UTILITY RELOCATION PROFILE

6IN WATER MAIN

U-18

SCALE

100 100

105 105

110 110

115 115

120 120

125 125

130 130

135 135

140 140

27 28 29 30 31 32 33 34

AND SAMPLE POINT

CONST. 6" GATE VALVE (RJ)

AND FIRE HYDRANT ASSEMBLY

CONST. 6"x6"x6" TEE (RJ)

CONST. OFFSET ARV

CONST. 6" PVC WM (RJ)

CONST. 6" PVC WM (RJ)

PROPOSED GRADE OVER PIPE

EXISTING GRADE OVER PIPE

M I N

(SIZE/DEPTH UNK.)

EXIST. GAS

M

I

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

\e a s t0

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L. MANGANIELLO, P.E.

F A

C N

O T

E

ENGINEER OF RECORD

(2 OF 3)

UTILITY RELOCATION PROFILE

6IN WATER MAIN

U-19

SCALE

100 100

105 105

110 110

115 115

120 120

125 125

130 130

135 135

140 140

CONST. 6" PVC WM (RJ)

PROPOSED GRADE OVER PIPE

EXISTING GRADE OVER PIPE

AND SAMPLE POINT

6" UNION (TIE TO EXIST. 6" WM)

CONST. 6" GATE VALVE (RJ)

AND FIRE HYDRANT ASSEMBLY

CONST. 6"x6"x6" TEE (RJ)

(FIELD VERIFY DEPTH)

POST RESTRAIN EXIST. 6" WM

M I N

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

\e a s t0

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L. MANGANIELLO, P.E.

F A

C N

O T

E

ENGINEER OF RECORD

(3 OF 3)

UTILITY RELOCATION PROFILE

6IN WATER MAIN

U-20

SCALE

50 50

55 55

60 60

65 65

70 70

75 75

80 80

85 85

90 90

1010 11 12

AND SAMPLE POINT

8" UNION (TIE TO EXIST. 8" WM)

(APPROX. LOCATION)

POST RESTRAIN EXIST. 8" WM

CONST. 8" PVC WM (RJ)

CONST. 8" GATE VALVE (RJ)

EXISTING GRADE OVER PIPE

PROPOSED GRADE OVER PIPE

M I N

(ROTATED UP)

(ROTATED DOWN)

(ROTATED UP)

(ROTATED DOWN)

CONST. 8" GATE VALVE (RJ)

CONST. 8" PVC WM (RJ)

TO CONSTRUCTION)

(VERIFY LOCATION PRIOR

POST RESTRAIN EXIST. 8" WM

CONST. OFFSET ARV

CONST. OFFSET ARV

WITHIN 18" STL CASING

CONST. 8" PVC WM (RJ)

INV. EL.=~64.80'

(BY OTHERS)

WATER PIPE

PROP. (5) 60" STORM 3

M

I N

M

I

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

\e a s t0

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L. MANGANIELLO, P.E.

F A

C N

O T

E

ENGINEER OF RECORD

UTILITY RELOCATION PROFILE

8IN WATER MAIN

U-17

COVER: SEE NOTE 2

18"

CAST-IN PLACE COLLAR

NATURAL GROUND

CAST IRON VALVE BOX

(ADJUSTABLE SLIDE/SLIP TYPE)

SEE NOTE 5

WATER MAIN OR

FORCE MAIN

CONCRETE PAD OR SAKCRETE

(12" AND LARGER VALVES)

UNDISTURBED

EARTH

TRACER WIRE (#12 AWG

W/BLUE INSULATION FOR

WATER AND GREEN

INSULATION FOR WASTEWATER)

DENOTES

COMPACTED

BACKFILL

" 4" THICK

NOTES:

1. VALVE BOX AND BOOT SHALL BE CAST IRON.

2. VALVE COVER SHALL BE MARKED "WATER" OR "SEWER" AS APPLICABLE.

3. VALVE BOX TOP AND COLLAR SHALL BE FLUSH WITH FINISHED GRADE OR 2

ABOVE NATURAL GROUND LEVEL.

4. GATE VALVE SHALL BE RESILIENT SEAT WITH MECHANICAL JOINT ENDS.

5. EARTH UNDER FLANGE OF VALVE BOX AND COLLAR TO BE FIRM AND WELL

TAMPED TO ENSURE AGAINST VALVE BOX SETTING.

RESTRAINED LENGTHS FOR PIPE.

RESTRAINED LENGTHS TO BE APPLIED TO PIPELINES PER DETAIL 8.

ACCORDINGLY.

ENGINEER OF RECORD AND THE RESTRAINED LENGTHS MODIFIED

SAFETY. ACTUAL BURY CONDITIONS MUST BE DETERMINED BY THE

180 PSI TEST PRESSURE, 3 FEET OF COVER AND 1.5 FACTOR OF

SOIL CLASSIFICATION SP WITH AWWA TYPE 3 TRENCH CONDITIONS,

THE RESTRAINED LENGTHS SHOWN IN THESE TABLES ARE BASED ON 7.

LENGTHS SHOWN ARE FOR A TEST PRESSURE OF 180 PSI.6.

RESTRAINED PIPE LENGTHS ARE GIVEN IN FEET.5.

PIPE SIZES ARE GIVEN IN INCHES.4.

DIRECTION.

RESTRAINED TO RESIST A 180 PSI TEST PRESSURE IN EITHER

ALL ISOLATION VALVES MUST BE PROPERLY ANCHORED OR 3.

CONNECTING SECTIONS OF PIPE.

ALL VALVES AND FITTINGS SHALL BE RESTRAINED TO THE 2.

1.

NOTES:

REQUIRED LENGTH OF RESTRAINED JOINT PIPE

FOR PVC PIPE

SIZE

PIPE

MAIN

4 21

90 38

8 4

HORIZ. BENDS TEES

SIZE

LENGTH

X24

X20

X16

X12

X10

X8

X6

X4

X20

X16

X12

X10

X8

X6

X4

X16

X12

X10

X8

X6

X4

X12

X10

X8

X6

X10

X8

X20

X16

X12

X10

X8

X6

X4

X16

X12

X10

X8

X6

X4

REDUCERS

X12

X10

X8

X6

X4

PLUGS & VALVES

SIZE

LENGTH

RES

TR

AIN

ED

LE

NGTH

RESTRAINED

LENGTH

HORIZONTAL BEND

RESTRAINED

LENGTH

TEE

RESTRAINED

LENGTH

REDUCER

RESTRAINED

LENGTH

CAP OR PLUG

RESTRAINED

LENGTH

ISOLATION VALVE

TYPE 5

PIPE BEDDED TO ITS CENTERLINE IN

COMPACTED GRANULAR MATERIAL, 4-INCH

MINIMUM UNDER PIPE. COMPACTED

GRANULAR OR SELECT MATERIAL*** TO

STANDARD PROCTOR, AASHTO T-99).

MATERIAL, AND FROZEN EARTH".

THE TRENCH, FREE OF ROCKS, FOREIGN

DEFINED AS " NATIVE SOIL EXCAVATED FROM

*** "LOOSE SOIL" OR "SELECT MATERIAL" IS

TYPE 1.

THE USE OF LAYING CONDITIONS OTHER THAN

EARTH CONSIDERATION SHOULD BE GIVEN TO

** FLAT BOTTOM IS DEFINED AS UNDISTURBED

LARGER.

*FOR NOMINAL PIPE SIZES 14-INCH AND

SEE ANSI/AWWA C600.

INFORMATION ON PIPE BEDDING AND BACKFILL,

OTHER THAN PIPE STRENGTH. FOR ADDITIONAL

FIGURE MAY BE INFLUENCED BY FACTORS

EMBEDMENT CONDITIONS INCLUDED IN THIS

CONSIDERATION OF THE PIPE-ZONE

NOTES:

" BEVEL

" BEVEL

" 10"14"

23"

24"

2"

2" 4"24" PRE-CAST VALVE PAD

TYPE 1 *

FLAT-BOTTOM TRENCH. ** LOOSE

BACKFILL.

TYPE 2

FLAT-BOTTOM TRENCH. ** BACKFILL

LIGHTLY CONSOLIDATED TO

CENTERLINE OF PIPE.

TYPE 3

PIPE BEDDED IN 4-INCH MINIMUM

LOOSE SOIL. *** BACKFILL LIGHTLY

CONSOLIDATED TO TOP OF PIPE.

TYPE 4

PIPE BEDDED IN SAND, GRAVEL, OR

CRUSHED STONE TO DEPTH OF 1/8

PIPE DIAMETER, 4-INCH MINIMUM.

BACKFILL COMPACTED TO TOP OF

PROCTOR, AASHTO T-99).

PIPE (APPROXIMATELY 80% STANDARD PIPE BEDDING DETAIL

N.T.S.

RESTRAINED LENGTHS FOR PVC PIPE

N.T.S.

VALVE DETAIL

N.T.S.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

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P

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32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

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F

.A .C

ENGINEER OF RECORD

UTILITY DETAILS

U-22

4. OPTIONAL POST POSITION REQUIRED WHEN SLOPE IS GREATER THAN 1:2.

3. GEOTEXTILE MATERIAL SHALL BE BURIED IN THE GROUND A MINIMUM OF 12" AND BACK FILLED.

2. GEOTEXTILE; GRAB TENSILE AT 90 LBS, TRAPEZOIDAL TEAR AT 35 LBS., MULLEN BURST AT 18 PSI.

NOTES:

REMOVED FROM THE AREA.

4. BARRIERS ARE TO STAY IN PLACE UNTIL ALL PAVING, CONSTRUCTION, AND HEAVY EQUIPMENT IS

3. BARRIERS ARE TO IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES WITH-IN TREE AREA.

2. NO CONSTRUCTION MATERIALS, SOILS DEPOSITS, OR SOLVENTS SHALL BE ALLOWED WITHIN BARRIERS.

1. NO TRUCKS OR HEAVY EQUIPMENT ALLOWED WITHIN BARRIERS, ONLY HAND LABOR ALLOWED.

NOTES:

PALMS AND SMALL TREES LARGE TREES AND BUSHES

SECTION VIEW

(TYPE I)

COMPLETED INLET

(TYPE I)

PARTIALLY COMPLETED INLET

DECIDUOUS TREES

TO DRIP

2" X 4" HORIZONTAL RAIL,

TYPICAL @ 4' LONG, MAX.

MULTIPLE RAILS, AS REQUIRED

2" X 4" POST,

TYPICAL

PALM TREES

LINE

CONIFEROUS TREES

LINE

TO DRIP TO

LINE

DRIP

TO

LINE

DRIP

V E

R T

IC

A

L

SECTION

PRIOR TO THE START OF ROUGH GRADING

ROUGH GRADING

SINGLE ROW OF STRAW BALES TO BE PLACED

STAKES

BALES OF STRAW STAKED DOWN

SHEET FLOW

STRAW BALES

CURB & GUTTER

BAGS

ROCK

EXISTING GRADE

BALES

WIRE OR NYLON BOUND

2"X2" WOOD STAKES

2 PER BALE

FLOW

4" (MIN.)

CURB & GUTTER

ROCK BAGS

POSITION

TYPICAL POST

FLOW) SEE NOTE 4, BELOW

SILT FLOW

FILTER FABRIC

(SEE NOTE 8)

FILTER FABRIC

EXISTING GROUND

STABILIZED CONSTRUCTION

BETWEEN STABILIZED CONSTRUCTION

PROVIDE APPROPRIATE TRANSITION

ENTRANCE AND PUBLIC R.O.W.

50' MIN.

PUBLIC

ROADWAY

6" MIN.

ENTRANCE DETAIL

1. CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO ONSITE ACCESS BY MEANS SO DESIGNATED

BY THE ENGINEER, POLICE/SHERIFF DEPARTMENT, ESCAMBIA COUNTY HIGHWAY DEPARTMENT,

2. TRAFFIC DURING WET WEATHER SHALL BE MINIMIZED AND APPROPRIATE ROADWAY AND SITE

CLEAN-UP SHALL BE PROVIDED BY THE CONTRACTOR AS SOON AS WEATHER CONDITIONS PERMIT.

TRAFFIC CONTROL STANDARDS

AND/OR THE FLORIDA DEPARTMENT OF TRANSPORTATION.

FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION.

PRECAUTIONS DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER.

1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO ANY MAJOR

SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT

2. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT

TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE

SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS

WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER

3. PERMANENT VEGETATION TO BE SODDED ON ALL EXPOSED AREAS WITHIN TEN (10)

DAYS AFTER GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING

4. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE FDOT "STANDARD SPECIFICATIONS

*5. A BITUMINOUS CONCRETE BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH

GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,

DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE BITUMINOUS

CONCRETE BASE SHALL BE INSTALLED WITHIN 15 DAYS OF THE PRELIMINARY GRADING.

*6. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED

7. UNFILTERED DEWATERING IS NOT PERMITTED. THE CONTRACTOR SHALL TAKE ALL NECESSARY

8. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED

UNTIL THE SURFACE IS WET, TEMPORARY VEGETATION COVER SHALL BE ESTABLISHED OR

MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL.

9. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR

10. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL

11. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED REGULARLY.

ONTO PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY.

EROSION AND SEDIMENT CONTROL NOTE NUMBER 2 (ABOVE).

DAILY, AS THE INSTALLATION PROCEEDS (I.E. SLOPES GREATER THAN 3:1).

GENERAL NOTES FOR SOIL EROSION AND SEDIMENT CONTROL:

* WHERE APPLICABLE

ACRE, ACCORDING TO STATE STANDARDS.

IS ESTABLISHED.

PROTECTION IS ESTABLISHED.

TO THE ROOT SYSTEM. SOD SHALL BE GROWN, CUT, AND SUPPLIED BY A STATE CERTIFIED GROWER.

AND UNINJURED, REASONABLY FREE OF WEEDS AND OTHER GRASSES, WITH A HEAVY SOIL MAT ADHERING

DIMENSION OF 12" x 24" A MAXIMUM OF 72 HOURS PRIOR TO PLACEMENT. SOD SHALL BE LIVE, FRESH

SOD SHALL BE WELL ROOT MATTED CENTIPEDE OR BAHIA GRASS COMMERCIALLY CUT TO A MINIMUM

SODDING

M

IN

IM

U M

T

O

T

O

ELEVATION VIEW

S

IL

T

F L O

W

S

ID

E

STAKING ALIGNMENT

FIELD ESTABLISHED

NON DISTURBED EARTH SIDE

DISTURBED EARTH SIDE

SEE NOTES 2 AND 3, BELOW

GEOTEXTILE MATERIAL,

REQUIRED POST,

SEE NOTE 1

ELEVATION

LAID BALE & PLACE TIGHTLY TOGETHER

ANGLE FIRST STAKE TOWARD PREVIOUSLY

DITCH BOTTOM INLET

PARTIALLY COMPLETED INLET

(TYPE II)

ANCHORING BALES

4" RECESS

CURB & GUTTER

STRAW BALES

ROCK BAGS

WIRE TIE

DURABILITY

SECURELY BOUND BALES REQUIRED FOR

TIES

BALE

COMPLETED INLET (TYPE II)

ROCK BAGS

CURB & GUTTER

AND TREE PROTECTION DETAIL

SEDIMENTATION, EROSION CONTROL,

N.T.S.

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

\e a s t0

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.d g n

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:0

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

IS

S H

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F

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R U

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F

.A .C

ENGINEER OF RECORD

UTILITY DETAILS

U-21

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

\e a s t0

\d

\U

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W

.d g n

:4

:1

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

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T R

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IC

F

IL

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D

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IT

A

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N

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R U

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F

.A .C

ENGINEER OF RECORD

UTILITY DETAILS

U-23

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

/2 c p w w o r k in g

\e a s t0

\d

\U

D T

L U

W

.d g n

:4

:1

P

M H

M A

N G

A N

I

32502-5945 FL, PENSACOLA

25 W CEDAR STREET, SUITE 200

HDR ENGINEERING, INC.

68385LICENSE NUMBER:

HEATHER L MANGANIELLO P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

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IT

A

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N

E D

A N

D S

E A

L E

D U

N D

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R U

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G

-2

.0

F

.A .C

ENGINEER OF RECORD

UTILITY DETAILS

U-24