Pocahontas_LS_Replacement_Bid_Drawings_S&S.pdf

PDF 34 MB Posted May 1, 2026

Attached to: POCAHONTAS LIFT STATION REPLACEMENT PROJECT
Solicitation number: ITB WS 52-26
Issued by: Okaloosa County, Florida

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Written by GovTribe AI · May 13, 2026

These bid drawings for the Pocahontas Lift Station Replacement Project are prepared for Okaloosa County, Florida, under Project No. D3888000. The project encompasses site preparation, furnishing, and installation of a corrosion-proof polymer concrete precast wet well using the caisson method with tremie pour for bottom sealing, including clearing and grubbing, erosion and sedimentation controls, excavation, wet well assembly with watertight joints, buoyancy calculations, and watertightness testing. The scope includes furnishing and installing two approximately 25 horsepower submersible, heavy-duty, explosion-proof, non-clog sewer pumps with base elbows, stainless steel discharge piping, guide rail systems, pump control panels, and all related appurtenances. The project documentation consists of two volumes of drawings prepared by Jacobs Engineering, with the project marked as ready for bid in April 2026. The drawings include general legends, electrical legends, construction notes, civil site plans, lift station details, electrical single-line diagrams, equipment layouts, and control wiring diagrams across 23 sheets.

The bid drawings contain comprehensive technical specifications and construction standards requiring contractor compliance with Okaloosa County Water and Sewer standards, county construction manuals, and all applicable state, federal, and local codes. Key construction requirements include notification to owner inspections at designated intervals, verification of existing utility locations through the state utility protection center, notification to affected utilities including FP&L, Okaloosa Gas, and Okaloosa County Water and Sewer, and coordination of service interruptions. The contractor must maintain vehicular and pedestrian traffic access, provide bypass pumping at no additional cost to the owner when necessary, and restore all disturbed areas to preconstruction conditions. Site-specific requirements include maintaining no more than 150 feet of open trench ahead of pipe laying with maximum 500 feet of open trench at any time, compacting fill areas under paved surfaces to minimum 98 percent standard Proctor, and conducting material testing with contractor responsibility for failed tests. A preconstruction meeting must be held with owner, engineer, and contractor representatives before work commences.

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Other files

File	Type	Posted
Pocahontas_LS_Replacement_Bid_Specs.pdf	PDF	May 1, 2026
Geotech_Report_-_Pocahontas_Drive_Lift_Station_(24-292)_10.28.24_(1).pdf	PDF	May 1, 2026
ITB_WS_52-26_Final_050126.pdf	PDF	May 1, 2026

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VICINITY MAP

NTS

ATLANTIC OCEAN

GULF OF MEXICO

Drawings Volume 2 of 2 LOCATION MAP

NTS

For information regarding this project, contact:

Project No. D3888000

OKALOOSA COUNTY,

FLORIDA

Prepared for

OKALOOSA

COUNTY

PROJECT

LOCATION

INDEX OF DRAWINGS

SHEET NO. TITLE

G-100

G-200

G-300

G-400

G-500

C-100

C-200

C-300

C-400

C-401

C-402

C-403

C-500

C-600

C-700

E-100

E-200

E-300

E-400

E-500

E-600

E-700

E-800

COVER SHEET / INDEX OF DRAWINGS

GENERAL LEGEND AND NOTES

ELECTRICAL LEGEND

GENERAL CONSTRUCTION NOTES

EXISTING CONDITIONS

CIVIL PROPOSED SITE LAYOUT

LIFT STATION SITE PLAN

LIFT STATION ABOVE-GROUND PIPING AND SECTION VIEW

LIFT STATION PIPING MODIFICATIONS SECTION VIEW

LIFT STATION FLOW METER AND INFLUENT PIPING DETAILS

LIFT STATION WETWELL SETTING TREMIE POUR DETAIL

CIVIL DETAIL

ELECTRICAL PROPOSED SITE LAYOUT

ELECTRICAL SINGLE-LINE DIAGRAM

EQUIPMENT RACK LAYOUT

PANEL LAYOUT

CONTROL WIRING DIAGRAM

ELECTRICAL DEMO

ELECTRICAL DETAILS

For the construction of the

W. Seth Tatman, P.E. / JACOBS 25 W Cedar Street, Suite 350 Pensacola, FL 32502 Phone: 251-895-7241

POCAHONTAS LIFT STATION

REPLACEMENT PROJECT

READY FOR BID

APRIL 2026

CHAIRMAN

ROBERT A. "TREY" GOODWIN, III

BOARD MEMBERS

SHERRI COX

PAUL MIXON

CAROLYN KETCHEL

DREW PALMER

CLERK

BRAD E. EMBRY

COUNTY ADMINISTRATOR

JOHN HOFSTAD

OKALOOSA COUNTY

WATER AND SEWER

MIKE HACKETT, DIRECTOR

MARK WISE, P.E., DEPUTY DIRECTOR

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05-G-200

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05-G-200-D3888000.dwgFILENAME: PLOT DATE: PLOT TIME:$PLOTDATE $PLOTTIME

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APRIL 2026

D3888000

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WATER VALVE

WATER METER

FIRE HYDRANT

AIR RELEASE VALVE (BOX)

GRAVITY SEWER LINE

FORCE MAIN

SEWER MANHOLE

CLEAN OUT

STORM DRAIN

CATCH BASIN

JUNCTION BOX

GAS LINE

GAS VALVE

PAVED ROAD

CURB & GUTTER

DIRT/GRAVEL ROAD

SIDEWALK

GUARD RAIL

FENCE LINE (LINK)

FENCE LINE (WOOD)

TREE LINE

SIFT FENCE

UNDERGROUND FIBER OPTIC

X X X X X

ARV

N8S

N8FM

N18SD

POWER POLE

SERVICE POLE

LIGHT POLE

CONCRETE MONUMENT

BUILDING

MATERIALS

EARTH OR GRADE

CONCRETE

ASPHALTIC PAVEMENT

N2G

BENCHMARK

GRATING

EXISTING PROPOSED

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AT HTES MAILLI

STATE OF

No 94225

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D3888000

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DRAWOUT AIR CIRCUIT BREAKER, LOW VOLTAGE

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,

3 POLE, UNO

CIRCUIT BREAKER, STATIC TRIP UNIT, SENSOR AMP

TRIP AND FRAME RATINGS SHOWN, 3 POLE, UNO

CIRCUIT BREAKER WITH CURRENT LIMITING FUSES,

TRIP AND FUSE RATING INDICATED, 3 POLE, UNO

SWITCH, CURRENT RATING INDICATED, 3 POLE, UNO

FUSED SWITCH, SWITCH AND FUSE CURRENT RATING

INDICATED, 3 POLE, UNO

CABLE OR BUS CONNECTION POINT

SURGE ARRESTER (GAP TYPE)

CAPACITOR - KVAR INDICATED, 3 PHASE

ANALOG METER WITH SWITCH - SCALE RANGE SHOWN

V = VOLTAGE

PF = POWER FACTOR

A = AMPERAGE KVAR = KILOVARS

KW = KILOWATTS

DIGITAL POWER METER (MULTIFUNCTION)

GROUND

CURRENT TRANSFORMER, RATIO(100:5) AND

QUANTITY INDICATED (3)

CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER

DIVISIONS. RACEWAY, CONDUCTOR AND CONNECTION

IN THIS DIVISION

NON DRAWOUT FUSED SWITCH, MEDIUM VOLTAGE

DRAWOUT FUSED SWITCH AND CONTACTOR, MEDIUM

VOLTAGE

DRAWOUT FUSED SWITCH AND VACUUM CONTACTOR,

MEDIUM VOLTAGE

GROUND SWITCH, GANG OPERATED

TERMINAL BLOCK LUG

RELAY OR DEVICE, FUNCTION NUMBER AS INDICATED

PUSH-BUTTON SWITCH, MOMENTARY CONTACT,

NORMALLY OPEN

PUSH-BUTTON SWITCH, MOMENTARY CONTACT,

NORMALLY CLOSED

PUSH BUTTON SWITCH, MAINTAINED CONTACTS WITH

MECHANICAL INTERLOCK

3 POSITION SELECTOR SWITCH MAINTAINED CONTACT

TOGGLE SWITCH, ON-OFF TYPE

SELECTOR SWITCH, ON-OFF TYPE

INDICATING LIGHT, PUSH-TO-TEST, LETTER

INDICATES COLOR

INDICATING LIGHT - LETTER INDICATES COLOR

ELAPSED TIME METER

MOTOR STARTER CONTACTOR COIL

CONTROL RELAY, X INDICATES NUMERICAL ORDER

IN CIRCUIT

TIME DELAY RELAY, X INDICATES NUMERICAL ORDER

IN CIRCUIT

SOLENOID VALVE, X INDICATES NUMERICAL ORDER

IN CIRCUIT

CONTACT - NORMALLY OPEN

CONTACT - NORMALLY CLOSED

REMOTE DEVICE

TIME DELAY RELAY CONTACT, NORMALLY OPEN,

CLOSES WHEN ENERGIZED AND TIMED OUT

TIME DELAY RELAY CONTACT, NORMALLY CLOSED,

OPENS WHEN ENERGIZED AND TIMED OUT

TIME DELAY RELAY CONTACT, OPENS WHEN

ENERGIZED, CLOSES WHEN DE-ENERGIZED AND

TIMED OUT

TERMINAL BLOCK, REMOTE

FUSE, RATING INDICATED

TRANSFORMER, CONTROL POWER

X - CLOSED CONTACT

O - OPEN CONTACT

CKT

2 O

HAND OFF

O O X

REMOTE

POSITION

CAPACITOR

BATTERY

LIMIT SWITCH, NORMALLY OPEN, CLOSES AT END

OF TRAVEL

LIMIT SWITCH, NORMALLY CLOSED, OPENS AT END

OF TRAVEL

FLOAT SWITCH, NORMALLY OPEN, CLOSES ON

DESCENDING LEVEL

FLOAT SWITCH, NORMALLY OPEN, CLOSES ON

RISING LEVEL

PRESSURE SWITCH, NORMALLY CLOSED, OPENS ON

RISING PRESSURE

PRESSURE SWITCH, NORMALLY OPEN, CLOSES ON

RISING PRESSURE

FLOW SWITCH, CLOSES ON INCREASED FLOW

FLOW SWITCH, OPENS ON INCREASED FLOW

NEUTRAL GROUND CURRENT LIMITING RESISTOR

CALIBRATING RESISTOR

TACHOMETER GENERATOR

GROUND FAULT SENSOR

POTENTIOMETER

RESISTOR

BLOWN FUSE INDICATOR

MULTICONDUCTOR SHIELDED CABLE

NOTES:

1. THESE ARE STANDARD LEGEND SHEETS. SOME SYMBOLS AND ABBREVIATIONS

MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS.

2. FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS (HVAC, MECHANICAL, AND

STRUCTURAL/ARCHITECTURAL) SEE OTHER LEGENDS.

100/M

400 400 or

400 225

(3)

0-600V

(3)

(3) 100:5

REMOTEHAND

OFF

CPT

120V

GFS

CIRCUIT BREAKER, MAGNETIC TRIP ONLY, TRIP

RATING SHOWN, 3 POLE, UNO

FUSE, CURRENT RATING AND QUANTITY INDICATED

MAGNETIC STARTER WITH OVERLOAD,

NEMA SIZE INDICATED, FVNR UNO

500/625

SHIELDED ISOLATION TRANSFORMER

15 KVA

480-120/240V

1 PH

480-120V

POTENTIAL TRANSFORMER, VOLTAGE RATING

AND QUANTITY INDICATED

TRANSFORMER, SIZE, VOLTAGE RATINGS,

AND PHASE INDICATED

UTILITY REVENUE METER

GENERATOR, KW/KVA RATING SHOWN

DRAWOUT POWER CIRCUIT BREAKER, MEDIUM VOLTAGE

DRAWOUT VACUUM CONTACTOR, MEDIUM VOLTAGE

MEDIUM VOLTAGE CABLE STRESS CONE TYPE

TERMINATION, OPEN TERMINATOR OR ELBOW

SWITCH - LOAD BREAK, GROUP OPERATED,

MEDIUM VOLTAGE

SWITCH W/ARCING HORNS, MEDIUM VOLTAGE

DISCONNECTING FUSE - SOLID MATERIAL,

MEDIUM VOLTAGE

SWITCH - HOOK STICK OPERATED, SINGLE POLE,

MEDIUM VOLTAGE

FUSE - EXPULSION, HOOK STICK OPERATED,

SINGLE POLE, MEDIUM VOLTAGE

(1) 50:5

(3) 800/1200:5

CURRENT TRANSFORMER, ZERO SEQUENCE, RATIO

AND QUANTITY INDICATED

BUSHING CURRENT TRANSFORMER, MULTI-RATIO

AND QUANTITY INDICATED

SELECTOR SWITCH - MAINTAINED CONTACT - CHART

IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY:

TIME DELAY RELAY CONTACT, CLOSES WHEN ENERGIZED,

OPENS WHEN DE-ENERGIZED AND TIMED OUT

TERMINAL BLOCK, INTERNAL

FUSED TERMINAL BLOCK3 AC MOTOR, SQUIRREL CAGE INDUCTION -

HORSEPOWER INDICATED

DPM

ETM

NGR

RES

CRX

TDR

GEN

OFFON

A - AMBER

B - BLUE

C - CLEAR W - WHITE

R - RED

G - GREEN S - STROBE

MUSHROOM HEAD PUSHBUTTON SWITCH

SPD

THERMOCOUPLE

SURGE PROTECTIVE DEVICE

XXXX

GROUND SYSTEM PLAN

MCC-A

[A1]

CONNECTION POINT TO EQUIPMENT SPECIFIED.

RACEWAY, CONDUCTOR,TERMINATION AND CONNECTION

IN THIS DIVISION.

MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME

OR IDENTIFYING SYMBOL AS SHOWN.

PANELBOARD - SURFACE MOUNTED

PANELBOARD - FLUSH MOUNTED

TERMINAL JUNCTION BOX

MOTOR, SQUIRREL CAGE INDUCTION

GENERATOR, VOLTAGE AND SIZE AS INDICATED.

EXPOSED CONDUIT AND CONDUCTORS*

CONCEALED CONDUIT AND CONDUCTORS*

CONDUIT DOWN

CONDUIT UP

CONDUIT TERMINATION AT CABLE TRAY

BUS DUCT - SEE SPECIFICATIONS

CONCRETE ENCASED CONDUIT

DIRECT BURIED CONDUIT

CONCEALED CONDUIT ROUTING AREA

CONDUIT ROUTING AREA

CABLE TRAY

EQUIPMENT NEUTRAL BUS

EQUIPMENT GROUND BUS

GROUNDING CONDUCTOR, SIZE AS INDICATED

GROUND ROD IN TEST WELL

GROUND ROD

CONDUIT, STUBBED AND CAPPED

LPXXA

PANELBOARD LETTER OR NUMBER

LP - LOW VOLTAGE PANEL

DP - DISTRIBUTION PANEL

FACILITY NUMBER

CONDUIT AND CONDUCTOR CALLOUT,

SEE CIRCUIT SCHEDULE

CONCRETE ENCASED DUCT BANK WHERE XXXX IS THE

DUCT BANK ID. SEE DUCT BANK SCHEDULE.

ABBREVIATIONS

ATS

ETM

GND

NEU

OHE

PMR

RVSS

SPD

UGE

AMPERES

AUTOMATIC TRANSFER SWITCH

ELAPSED TIME METER

GROUND

NORMALLY CLOSED

NORMALLY OPEN

NEUTRAL

OVERHEAD ELECTRICAL

PHASE MONITORING RELAY

REDUCED VOLTAGE SOFT STARTER

SURGE PROTECTIVE DEVICE

UNDERGROUND ELECTRICAL

G T

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STATE OF

No 52786

ADIROL

ESNECIL

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N YROGER

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GREGORY N TERRY ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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05-G-400-D3888000.dwgFILENAME: PLOT DATE: PLOT TIME:$PLOTDATE $PLOTTIME

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BAR IS ONE INCH ON

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1"0 c

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23 R

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[A1] [A2] [A3] [A4] [A5] [A6] [A7] [A8] [A9] [A10] [A11] [A12] [A13] [A14] [A15] [A16] [A17] [A18] [A19] [A20] [A21] [A22] [A23] [A24] [A25]

[3/4"C,1 TYPE 3]

[1"C,2 TYPE 3]

[1"C,3 TYPE 3]

[1"C,4 TYPE 3]

[1 1/4"C,5 TYPE 3]

[1 1/4"C,6 TYPE 3]

[1 1/2"C,7 TYPE 3]

[1 1/2"C,8 TYPE 3]

[1 1/2"C,9 TYPE 3]

[2"C,10 TYPE 3]

[2"C,11 TYPE 3]

[2"C,12 TYPE 3]

[2"C,13 TYPE 3]

[2"C,14 TYPE 3]

[3/4"C,1 TYPE 4]

[3/4"C,2 TYPE 4]

[1"C,3 TYPE 4]

[1 1/4"C,4 TYPE 4]

[1 1/4"C,5 TYPE 4]

[1 1/4"C,6 TYPE 4]

[1 1/2"C,7 TYPE 4]

[1 1/2"C,8 TYPE 4]

[2"C,9 TYPE 4]

[3/4"C,1-4 pr. TYPE 5] [1"C,2-4 pr. TYPE 5]

MULTICONDUCTOR CONTROL CABLE CIRCUIT CALLOUTS

[C1] [C2] [C3] [C4] [C5] [C6] [C7] [C8] [C9] [C10] [C11] [C12] [C13] [C14] [C15] [C16] [C17] [C18] [C19] [C20] [C21] [C22] [C23] [C24] [C25] [C30] [C40] [C50]

[3/4"C,MSC]

[3/4"C,2#14,1#14G] [3/4"C,3#14,1#14G] [3/4"C,4#14,1#14G] [3/4"C,5#14,1#14G] [3/4"C,6#14,1#14G] [3/4"C,7#14,1#14G] [3/4"C,8#14,1#14G] [3/4"C,9#14,1#14G] [3/4"C,10#14,1#14G] [3/4"C,11#14,1#14G] [3/4"C,12#14,1#14G] [3/4"C,13#14,1#14G] [3/4"C,14#14,1#14G] [3/4"C,15#14,1#14G] [3/4"C,16#14,1#14G] [3/4"C,17#14,1#14G] [3/4"C,18#14,1#14G] [3/4"C,19#14,1#14G] [1"C,20#14,1#14G] [1"C,21#14,1#14G] [1"C,22#14,1#14G] [1"C,23#14,1#14G] [1"C,24#14,1#14G] [1"C,25#14,1#14G] [1"C,30#14, 1#14G] [1 1/4"C, 40#14, 1#14G] [1 1/4"C, 50#14, 1#14G]

[20PV3]

[30PV3]

[40PV3]

[60PV3]

[80PV3]

[100PV3]

[150PV3]

[175PV3]

[200PV3]

[250PV3]

[300PV3]

[350PV3]

[400PV3]

[500PV3]

[1"C,1(3C#12,1#12G) TYPE 8]

[1 1/2"C,1(3C#10,1#10G) TYPE 8]

[1 1/2"C,1(3C#8,1#8G) TYPE 8]

[2"C,1(3C#6,1#6G) TYPE 8]

[2"C,1(3C#4,1#4G) TYPE 8]

[2 1/2"C,1(3C#2,1#2G) TYPE 8]

[2 1/2"C,1(3C#1/0,3#10G) TYPE 9]

[2 1/2"C,1(3C#2/0,3#8G) TYPE 9]

[3"C,1(3C#4/0,3#8G) TYPE 9]

[3"C,1(3C#250,3#8G) TYPE 9]

[3 1/2"C,1(3C#350,3#8G) TYPE 9]

[4"C,1(3C#500KCM,3#8G) TYPE 9]

[2 EACH [2"C,1 (3C#4/0, 3#8G) TYPE 9]

[2 EACH [3"C, 1(3C#250,1#8G) TYPE 9]

[PC1]

[PC2]

[PC3]

[PC4]

[PC5]

[PC1A]

[PC2A]

[3/4"C,WITH PULL STRING]

[1"C,WITH PULL STRING]

[1 1/4"C,WITH PULL STRING]

[1 1/2"C,WITH PULL STRING]

[2"C,WITH PULL STRING]

[3"C,WITH PULL STRING]

[4"C,WITH PULL STRING]

[5"C,WITH PULL STRING]

EMPTY CONDUIT

[3/4"C,1 (3C#12,1#12G) TYPE 2]

[3/4"C,1 (3C#10,1#10G) TYPE 2]

[1"C,1 (3C#8,1#10G) TYPE 2]

[1 1/4"C,2 (3C#12,1#12G) TYPE 2]

[1 1/2"C,2 (3C#10,1#10G) TYPE 2]

[3/4"C,1 (2C#12,1#12G) TYPE 2]

[3/4"C,1 (2C#10,1#10G) TYPE 2]

[EC-1]

[EC-2]

[EC-3]

[EC-4]

[EC-5]

[EC-6]

[EC-7]

[EC-8]

MULTICONDUCTOR POWER CABLE CIRCUIT CALLOUTS

[CC1]

[CC5]

[CC7]

[CC9]

[CC12]

[CC19]

[CC25]

[CC37]

[CCC1]

[MSC]

[CAT]

[CX]

[FO]

[PH]

[DP]

[1"C,2-24 BELDEN T842]

[3/4"C,1-5C TYPE 1]

[3/4"C,1-7C TYPE 1]

[1"C,1-9C TYPE 1]

[1"C,1-12C TYPE 1]

[1 1/2"C, 1-19C TYPE 1]

[1 1/2"C,1-25C TYPE 1]

[2"C,1-37C TYPE 1]

[1-7C #12 TYPE 1]

[MANUFACTURER SUPPLIED CABLE]

[1"C, CAT6 CABLE]

[1-1/2"C, COAX CABLE]

[2"C, MULTI-MODE FIBER OPTIC CABLE]

[1"C, PHONE CABLE]

[1"C, PROFIBUS DP CABLE]

AFD POWER CABLE CALLOUTS

NOTES:

FOR CABLE TYPES, SEE SPECIFICATIONS.

CONDUIT SIZES ARE BASE ON THE AREA OF THW CONDUCTORS.

SIZING OF CONDUCTORS #1AWG AND SMALLER BASED ON AMPACITIES

AT 60 DEGREES C, SIZING OF CONDUCTORS #1/0AWG AND LARGER BASED

ON AMPACITIES AT 75 DEGREES C.

WHERE CIRCUITS ARE UNDERGROUND, DIRECT BURIED OR CONCRETE

ENCASED, MINIMUM CONDUIT SIZE SHALL BE 1".

FOR METRIC CONDUIT SIZES USE THE FOLLOWING CONVERSION:

1/2" = 16 mm 3/4" = 21 mm 1" = 27 mm

1/4" = 35 mm 1 1/2" = 41 mm 2" = 53 mm

CONTROL CIRCUIT CALLOUTS

GENERAL CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION

ANALOG CIRCUIT CALLOUTS

G T

Y S

STATE OF

No 52786

ADIROL

ESNECIL

R E

NE LANOI

S S

E F

O R

YRRET

N YROGER

O N

C O

R U

O N

N O

R N

05-G-500

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05-G-500-D3888000.dwgFILENAME: PLOT DATE: PLOT TIME:$PLOTDATE $PLOTTIME

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1. NOTIFY OWNER INSPECTIONS OF THE FOLLOWING AT THE INDICATED TIME INTERVAL. INSPECTION POINT

OF CONTACT WILL BE PROVIDED AT PRE-CONSTRUCTION MEETING.

a. 24 HOURS BEFORE THE BEGINNING OF EACH PHASE OF CONSTRUCTION.

b. 72 HOURS IN ADVANCE, A REQUEST MUST BE PLACED TO THE INSPECTOR FOR APPROVAL TO REMOVE OR DISTURB SIGNS, MAILBOXES, FENCING, LANDSCAPING, ETC. APPROVAL OF REQUEST IS

REQUIRED BEFORE PERFORMING RELATED WORK.

c. 7 DAYS IN ADVANCE, COORDINATE PLANNED SHUT OFF OF SERVICES AND/OR WET CUT-INS WITH THE INSPECTOR. REQUIRES A FOLLOW UP NOTIFICATION TO INSPECTOR AND AFFECTED CUSTOMERS A MINIMUM OF 24 HOURS PRIOR TO LOSS OF SERVICE. ENGINEER MUST BE PRESENT AT WET CUT-INS

AND ANY OTHER ACTIVITY THAT REQUIRES THE SERVICES TO BE SHUT OFF.

2. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES AND CONTACT THE [STATE] UTILITY

PROTECTION CENTER FOR FIELD MARKING OF UTILITIES 72 HOURS PRIOR TO BEGINNING

CONSTRUCTION. UTILITY PROTECTION CENTER #811.

3. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES 24 HOURS PRIOR TO CONSTRUCTION IN AREAS WHERE THE UTILITIES ARE SHOWN OR SUSPECTED TO BE. THE LIST IS BASED ON BEST INFORMATION AVAILABLE BUT IS NOT GUARANTEED TO BE COMPLETE. FP&L, OKALOOSA GAS, OKALOOSA

COUNTY WATER AND SEWER, OKALOOSA FIBER OPTIC.

4.LOCAL APPROVAL IS REQUIRED PRIOR TO ANY OPEN CUTS OR LANE CLOSURES.

5. THE CONTRACTOR SHALL NOTIFY THE LOCAL POLICE DEPARTMENT, FIRE DEPARTMENT, SCHOOL SYSTEM FOR BUSES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHENEVER ANY STREET IS TO BE

PARTIALLY BLOCKED.

6.CONTRACTOR IS TO NOTIFY AFFECTED CUSTOMERS 24 HOURS IN ADVANCE OF BLOCKING ACCESS TO PROPERTY OR TRAFFIC ROADWAYS. FULL ACCESS TO PROPERTY MUST BE RESTORED BY THE END OF

THE WORKDAY.

1. ALL CONSTRUCTION TO COMPLY WITH OWNER STANDARDS.

2. ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT PLANS, COUNTY CONSTRUCTION MANUAL AND STANDARDS, CONTRACT SPECIFICATIONS, PERMIT REQUIREMENTS, AND ALL APPLICABLE STATE, FEDERAL, AND LOCAL CODES. NO ADDITIONAL PAYMENT WILL BE GIVEN FOR ANY COST INCURRED TO

COMPLY WITH REQUIREMENTS SET BY THE AFOREMENTIONED ITEMS.

3. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY OWNER OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR DISTURBING THE LAND TO CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY WETLAND AREA

DISTURBANCE.

4.THE CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNER OF ANY DISCREPANCIES OR ERRORS

DISCOVERED IN THE CONTRACT DOCUMENTS. ANY DEVIATION FROM THE PLANS WITHOUT PRIOR

CONSENT OF OWNER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE.

5. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THE

CONTRACTOR'S OWN EXPENSE.

6. A PRECONSTRUCTION MEETING MUST BE HELD WITH MEMBERS OF OWNER, ENGINEER, AND THE

CONTRACTOR PRIOR TO COMMENCING WORK.

7. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO PROPERTY OWNED BY OWNER, PUBLIC RIGHT-OF-WAYS AND ACQUIRED EASEMENTS. WORK IS TO BE PERFORMED IN CONFORMITY WITH ALL APPLICABLE PERMITS, AGREEMENTS, AND EASEMENT STIPULATIONS. CONTRACTOR SHALL NOT ENTER OR OCCUPY ANY EASEMENT WITHOUT FIRST CONFIRMING WITH OWNER THAT SUCH EASEMENT IS FULLY EXECUTED. CONTRACTOR SHALL NOT ENTER OR OCCUPY ANY LAND OUTSIDE OF THE EASEMENTS AND RIGHT-OF-WAY, SHOULD THE CONTRACTOR DESIRE OR REQUIRE ADDITIONAL SPACE, THE CONTRACTOR

MUST ARRANGE FOR SUCH A SPACE WITH THE EASEMENT OWNER AT CONTRACTOR'S EXPENSE.

8.LAND DISTURBANCE SHALL BE LIMITED TO THOSE AREAS INDICATED ON THE PLANS FOR ACCESS, STAGING, AND CONSTRUCTION.

9. ALL BUFFERS AND TREE SAVE AREAS ARE TO BE CLEARLY IDENTIFIED WITH TREE PROTECTIVE FENCING

PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

10. INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL TAKE PLACE PRIOR TO AND CONCURRENT WITH LAND DISTURBING ACTIVITIES. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE INSPECTED REGULARLY USING THE EROSION AND SEDIMENT CONTROL CHECKLIST. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED IF DEEMED NECESSARY BY THE OWNER.

11. DRAINAGE SYSTEMS SHALL BE MAINTAINED, KEPT FREE OF DEBRIS, AND IN OPERATING CONDITION AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR RE-GRADED AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS

REQUIREMENT.

12. MONUMENTS OR LANDMARKS SHALL NOT BE DISTURBED OR REMOVED BY THE CONTRACTOR WITHOUT WRITTEN CONSENT OF THE OWNER. ANY MONUMENT OR LANDMARK REMOVED OR DAMAGED SHALL BE

REPLACED AT THE EXPENSE OF THE CONTRACTOR.

13. ALL SIGNS, MAILBOXES, FENCING, LANDSCAPING, ETC. SHALL BE PROTECTED DURING CONSTRUCTION.

SHOULD IT BE REQUIRED TO REMOVE OR DISTURB SUCH ITEMS, THE CONTRACTOR SHALL SEEK

APPROVAL FROM THE OWNER FIRST AND IF APPROVED, THE REMOVAL OR DISTURBANCE OF SUCH ITEMS

WILL BE DONE AT NO ADDITIONAL COST TO OWNER. SHOULD THE OWNER DEEM ANY ITEMS AS

DAMAGED, THE CONTRACTOR SHALL REPLACE THE ITEM IN LIKE AND KIND AT NO ADDITIONAL EXPENSE TO OWNER. TRANSPLANTED AND/OR REPLACED ITEMS SHALL BE GUARANTEED BY THE CONTRACTOR

FOR ONE YEAR AFTER WORK IS COMPLETED. TRAFFIC CONTROL SIGNS AND MAILBOXES SHALL BE

REPLACED THE DAY OF THEIR REMOVAL.

14. NO TRENCH SHALL BE OPENED MORE THAN 150 FEET AHEAD OF PIPE LAYING AND NO MORE THAN 500 FEET OF TRENCH MAY BE OPEN AT ONE TIME. CLEANUP AND GRASSING SHALL FOLLOW A MAXIMUM OF 500 FEET BEHIND PIPE INSTALLATION. AT THE END OF EACH WORKDAY, NO TRENCH IS TO BE LEFT OPENED WITHOUT THE APPROVAL OF THE ENGINEER. ALL ACCESS AND OPERABILITY SHALL BE FULLY

RESTORED AND SITE MUST BE CLEANED TO THE SATISFACTION OF THE ENGINEER.

15. CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT THAT SHALL BE APPROVED BY THE ENGINEER AND/OR GEOTECHNICAL ENGINEERING FIRM PRIOR TO USE. ALL SPOIL MATERIALS, REFUSE, AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND LEGALLY DISPOSED OF AT AN APPROPRIATE OFFSITE LOCATION. BURNING OF REFUSE, DEBRIS, OR

SPOIL MATERIAL AT THE PROJECT SITE IS NOT ALLOWED.

16. FILL AREAS UNDER PAVED AREAS SHALL BE COMPACTED TO MINIMUM 98% STANDARD PROCTOR AND FILL AREAS ON THE SHOULDER SHALL BE COMPACTED TO A MINIMUM 85% STANDARD PROCTOR, UNLESS

OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS OR DIRECTED BY THE ENGINEER.

17. CONTRACTOR'S MATERIAL TESTING FIRM TO PERFORM TESTING OF CONTRACTOR'S WORK WHERE DIRECTED BY ENGINEER. CONTRACTOR IS TO ALLOW FULL ACCESS AS NEEDED BY THE MATERIALS TESTING FIRM. ANY FAILED TEST SHALL REQUIRE THE CONTRACTOR TO REDO THE WORK UNTIL THE TEST IS PASSED. ADDITIONAL TESTING DUE TO A FAILED TEST SHALL BE PERFORMED BY CONTRACTOR'S

OWN MATERIALS TESTING FIRM AND AT THE EXPENSE OF THE CONTRACTOR.

18. ALL PROJECT SITE AREAS DISTURBED BY CONTRACTOR OPERATIONS SHALL BE STABILIZED WITH.

19. PERMANENT GRASSING UNLESS OTHERWISE NOTED. PERMANENT GRASSING SHALL BE SOD UNLESS OTHERWISE SPECIFICALLY NOTED IN THE CONTRACT DOCUMENTS OR APPROVED BY THE OWNER. ANY AREAS OUTSIDE THE PROJECT SITE AREA THAT ARE DISTURBED SHALL BE RESTORED AT THE EXPENSE

OF THE CONTRACTOR.

20. THE CONTRACTOR SHALL RESTORE ALL DISTURBED GRAVEL, PAVED, OR CONCRETE ENTRANCES, DRIVEWAYS, AND APRONS TO PRECONSTRUCTION CONDITIONS AND IN ACCORDANCE WITH APPLICABLE COUNTY AND STATE STANDARDS AND REQUIREMENTS. DRIVEWAYS TO BE REPLACED 10 FEET BACK FROM THE CURB OR TO THE CLOSEST EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY THE

ENGINEER.

21. A PAVING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER BEFORE EXECUTING ASPHALTIC CONCRETE CONSTRUCTION. MILLING IS REQUIRED PRIOR TO ASPHALT RESURFACING AND IS TO BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. SURFACE OVERLAY IS TO OCCUR

IN ONE OPERATION.

22. VEHICULAR AND PEDESTRIAN TRAFFIC ACCESS TO PUBLIC ROADWAYS, DRIVEWAYS, FIRE HYDRANTS, VALVES, ETC. SHALL BE MAINTAINED AT ALL TIMES FOR RESIDENTS, PROPERTY OWNERS, PEDESTRIANS, THE TRAVELING PUBLIC, TRASH PICKUP, MAIL AND PARCEL DELIVERY SERVICES, SCHOOL BUSES, AND

EMERGENCY VEHICLES.

23. STREET INTERSECTIONS MAY NOT BE BLOCKED EXCEPT FOR ½ THE ROADWAY AT ANY GIVEN TIME. IF IT BECOMES NECESSARY TO CLOSE A PORTION OF THE ROAD, THE CONTRACTOR SHALL PROVIDE A TRAFFIC ROUTING (DETOUR) PLAN AND SHALL HAVE IT APPROVED BY THE LOCAL OR STATE DOT PRIOR

TO CLOSING THE ROAD.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGMEN, SIGNAGE, BARRICADES, LIGHTS, AND OTHER TRAFFIC CONTROL DEVICES NECESSARY TO CONTROL THE TRAFFIC AND PROTECT THE PUBLIC. ALL TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF "THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS", LOCAL DOT STANDARDS, AND STATE DOT STANDARDS. TRAFFIC CONTROL TO BE FURNISHED BY THE CONTRACTOR

WITH NO ADDITIONAL COST TO THE OWNER.

25. CONTRACTOR SHALL PROVIDE PARKING WITHIN THE CONSTRUCTION LIMITS DETAILED AND SHALL PARK VEHICLES AND EQUIPMENT SO THAT THERE IS NO DISRUPTION TO TRAFFIC. NO PARKING ON PRIVATE

PROPERTY WILL BE PERMITTED.

26. THE SIZE, TYPE, MATERIALS, AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. SUBSURFACE UTILITY DATA SHOWN IS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT ALL UTILITIES AND OTHER FEATURES ARE REPRESENTED ON THE PLANS ARE CORRECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND SIZE OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

27. IF THE CONTRACTOR ENCOUNTERS SUBSURFACE CONDITIONS DIFFERENT FROM THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER. NO EXISTING UTILITY SHALL BE DISTURBED WITHOUT PROPER AUTHORITY AND THEN ONLY IN SUCH A MANNER AS PRESCRIBED AND APPROVED BY

THE OWNER OF THE EXISTING UTILITY.

28. SHOULD IT BECOME NECESSARY TO DISTURB AN EXISTING UTILITY, THE CONTRACTOR IS TO NOTIFY THE ENGINEER AND THE OWNER OF THE UTILITY. WHEN NECESSARY, CONTRACTOR IS TO CEASE WORK UNTIL SATISFACTORY ARRANGEMENTS HAVE BEEN MADE WITH THE UTILITY OWNER TO PROPERLY CARE FOR AND RELOCATE THE UTILITY. NO CLAIMS FOR DAMAGES SHALL BE ALLOWED THE CONTRACTOR ON

ACCOUNT OF ANY DELAY OCCASIONED THEREBY.

29. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EITHER THE CONTRACTOR OR UTILITY OWNER WILL PERFORM THE REPAIR AT THE DISCRETION OF THE UTILITY OWNER. NO CLAIMS FOR DAMAGES SHALL BE ALLOWED THE

CONTRACTOR ON ACCOUNT OF ANY DELAY OCCASIONED THEREBY.

30. THE CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS AND APPURTENANCES REQUIRED FOR THE COMPLETE INSTALLATION, WHETHER OR NOT SUCH ITEMS ARE SHOWN OR CALLED OUT ON THE PLANS.

THE CONTRACTOR IS ADVISED THAT FIELD ADJUSTMENTS MAY BE REQUIRED BASED ON ACTUAL

SUBSURFACE CONDITIONS AND LOCATIONS OF EXISTING BURIED UTILITIES ENCOUNTERED DURING

CONSTRUCTION. THE CONTRACTOR SHALL NOT RECEIVE ANY ADDITIONAL PAYMENT OR TIME

EXTENSION FOR ITEMS NOT BEING SHOWN IN PLANS OR FOR FIELD ADJUSTMENTS MADE DUE TO ACTUAL

SUBSURFACE CONDITIONS AND UTILITY LOCATION.

31. PIPELINE ROUTE STATIONING IS BASED ON PROPOSED PIPE CENTERLINE. PAYMENT FOR PIPELINE WILL BE BASED ON ACTUAL LENGTH OF PIPELINE INSTALLED, NOT THE LENGTH INDICATED IN THE PLANS.

32. A MINIMUM OF 10 FEET HORIZONTAL AND 1.5 FOOT VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN POTABLE WATER MAINS AND SEWER MAINS. WHEN CROSSING PIPES, PIPE JOINTS ARE TO BE PLACED AS FAR AWAY FROM EACH OTHER AS POSSIBLE WHENEVER PRACTICAL, WATER MAINS SHALL

CROSS ABOVE SEWER MAINS.

33. AT COMPLETION OF CONSTRUCTION, ALL VALVE BOXES, METERS, AND APPURTENANCES SHALL BE SET FOR PROPER FINISH GRADE. PRECAST STRUCTURES, MANHOLE FRAMES AND COVERS ARE TO BE SET FLUSH WITH FINISHED GRADE UNLESS OTHERWISE INDICATED IN THE PLANS OR SPECIFICATIONS.

34. ANY MATERIAL SALVAGED ON SITE BEARING THE NAME OF OWNER SHALL BE RETURNED TO OWNER

BEFORE FINAL PAYMENT WILL BE MADE.

1. ALL CONSTRUCTION SHALL COMPLY WITH THE OWNER'S LATEST VERSION OF OWNER STANDARDS.

ACTUAL FIELD CONDITIONS COULD DICTATE MORE STRINGENT REQUIREMENTS IF DEEMED NECESSARY

BY THE ENGINEER OR AS NOTED IN THESE DRAWINGS.

2.SEWER SERVICE TO ALL USERS OF THE EXISTING SEWERS SHALL BE MAINTAINED THROUGHOUT THE PROJECT WHENEVER POSSIBLE. WHEN IT IS NECESSARY TO TAKE ANY PART OF ANY SEWER OUT OF SERVICE, IT REQUIRES OWNER APPROVAL AND COORDINATION. INSTANCES WHERE SERVICES WILL BE

OUT FOR AN EXTENDED PERIOD OF TIME, BYPASS PUMPING WILL BE REQUIRED AND WILL BE

IMPLEMENTED AT NO ADDITIONAL COST TO OWNER.

3. THE BYPASS PUMPING SYSTEM SHALL BE SIZED FOR 100 PERCENT OF PEAK FLOWS AND SHALL BE ROUTED AROUND THE OUT-OF-SERVICE SECTION. SEWAGE SHALL BE ENCLOSED IN PIPES AND/OR TANKS AT ALL TIMES AND WILL NOT BE ALLOWED TO BE OPEN TO THE ENVIRONMENT. BYPASS PUMPING MUST BE MONITORED IN PERSON BY THE CONTRACTOR AT ALL TIMES, EVEN PAST NORMAL WORK HOURS

(24 HOURS PER DAY, SEVEN (7) DAYS PER WEEK).

4.NO BYPASS PUMPING WILL BE ALLOWED UNTIL A WRITTEN PLAN HAS BEEN SUBMITTED BY THE

CONTRACTOR AND APPROVED BY THE ENGINEER.

5.CUT-IN MANHOLES REQUIRED UNLESS 'DOGHOUSE MANHOLE' SPECIFICALLY APPROVED BY ENGINEER

PRIOR TO CONSTRUCTION

6.MANHOLE FRAME AND COVERS LOCATED OUTSIDE OF THE PAVEMENT SHALL BE WATERTIGHT COVERS.

1. REMOVE EXISTING GENERATOR AND COORDINATE RELOCATION OF THE EXISTING NATURAL GAS

SERVICE WITH OKALOOSA GAS COMPANY. PROVIDE TEMPORARY TRAILER MOUNTED DIESEL

GENERATOR FOR SERVICE TO THE LIFT STATION WHILE GENERATOR SERVICE IS INTERUPTED.

COMPLETE DEMO OF EXISTING PIPING AND EXISTING FENCE AS SHOWN OR AS APPROVED BY COUNTY

STAFF.

2. EXCAVATE FOR INSTALLATION OF LIFT STATION WETWELL. INSTALL POLYMER CONCRETE WET WELL VIA

CASSION METHOD PER MANUFACTURES RECOMMENDATIONS. ONCE WET WELL INSTALLATION HAS

BEEN APPROVED, INSTALL TREMIE PLUG AND FINAL CONCRETE BOTTOM AS SHOWN IN THE DRAWINGS.

AFTER ACCEPTANCE AND A MINIMUM OF 7 DAYS FOR CURING,INSTALL PUMPS, PIPING, VALVES, APPURTENANCES, PANELS, AND ALL OTHER EQUIPMENT AS REQUIRED FOR THE LIFT STATION TO BE

FUNCTIONAL. COORDINATE NEW ELECTRICAL SERVICE WITH FLORIDA POWER & LIGHT.

3. INSTALL GRAVITY SEWER FLOW PATH REALIGNMENT AS SHOWN IN THE DRAWINGS. PLUG NEW SEWER INVERT TO PREVENT ANY SEWER FLOW OR GAS FROM ENTER THE NEW SEWER MAIN UNTIL THE NEW SYSTEM HAS BEEN APPROVED FOR SERVICE. MAINTAIN EXISTING LIFT STATION OPERATIONS UNTIL

NEW LIFT STATION HAS BEEN FULLY TESTED AND IS APPROVED FOR SERVICE.

4. ESTABLISH NEW FORCE MAIN CONNECTION AND BYPASS CONNECTION AS SHOWN ON THE DRAWINGS.

5. BYPASS EXISTING SANITARY SEWER FLOW WITH DIESEL ENGINE BYPASS PUMP TO ALLOW FOR MODIFICATION TO BE MADE ON THE EXISTING GRAVITY SEWER SYSTEM AS SHOWN IN THE DRAWINGS.

PROVIDE MINIMUM OF 24 HOURS FOR NEW GROUTED INVERT TO CURE PRIOR TO PLACING NEW SYSTEM

ONLINE.

6. FINALIZE ALL SITE HARDSCAPE AND REPLACE FENCING AS REQUIRED BY OKALOOSA COUNTY.

COORDINATE NEW GENERATOR NATURE GAS SERVICE WITH OKALOOSA GAS COMPANY. ENSURE

EXISTING POTABLE WATER SERVICE AND BACK FLOW PREVENTER ARE OPERATING AS INTENDED.

GENERAL COORDINATION NOTES:

GENERAL CONSTRUCTION NOTES:

GENERAL NOTES FOR SEWER:

SEQUENCE OF CONSTRUCTION:

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EX. 8 PVC FORCEMAIN

0 10 20 30

1"=10'

ABANDONED 6" CAST

IRON WATER MAIN

EX. WATER MAIN (PROTECT)

ABANDONED FORCE MAIN

58 LF OF 12" C-900 SDR 26

GRAVITY SEWER @ 0.50%

FIBERGLASS MH1

RIM: 9.10'

INV IN E: -6.07'

INV OUT N: -6.17'

19 LF OF 12" C-900

GRAVITY SEWER @ 0.50%

EXISTING WET WELL

EXISTING BUCKET

LIFT STATION &

CONTROL PANEL

SEE NOTE 2

EXIST FM 2.3" DEEP

BRADFORD DR.

TAS D

OKALOOSA COUNTY

PARCEL PER O.R.

BOOK 640 PG. 181

EXISTING PROPERTY LINE

EXISTING RPZ AND

WATER METER

SEE NOTE 1

1. EXISTING STORMWATER SEWER TO BE USED FOR DISCHARGE FROM

WELL POINT AND OTHER DEWATERING MEASURES. ALL FLOW SHALL BE

REQUIRED TO FLOW THROUGH A SILT BAG PRIOR TO ENTERING THE

STORMWATER SYSTEM.

2. CONNECT PROPOSED LIFT STATION DISCHARGE TO EXISTING SANITARY

SEWER FORCE MAIN. CONNECTION LOCATION IS SHOWN AS

APPROXIMATE. CONNECTION SHALL BE INSTALLED PERPENDICULAR TO

THE EXISTING FORCE MAIN BY CUTTING IN A TEE AND TWO VALVES

(WEST AND SOUTH SIDE).

GENERAL NOTES

REMOVE EXISTING WATER MAIN TO

ALLOW FOR LIFT STATION

INSTALLATION AFTER RELOCATION

MH2 (DOG HOUSE)

RIM: 7.40'

INV IN E: -5.68'

INV OUT N: -5.78'

FILL EXISTING GRAVITY PIPE

WITH FLOWABLE FILL

SEE 05-C-300 FOR LIFT

STATION DETAILS

NORTHING EASTING

FIBERGLASS MH1 528288.49 1300701.57

MH2 528273.41 1300761.94

WETWELL 528313.92 1300701.57

NEW ELECTRICAL SERVICE.

SEE 05-E-100 FOR DETAILS

RESURFACE LIMITS OF EXISTING

DRIVE WITH 3-INCHES OF GRAVEL

CONNECT EXISTING WATER

SERVICE TO RELOCATED

WATER MAIN PROPOSED 50 LF 8" DR 18 C-900 FORCEMAIN

4" WATER METER,

BFP, AND HOSE BIB

PROVIDE 6" TAP FOR NEW WATER

MAIN. CAP EXISTING WATER MAIN

AFTER CONNECTION OF

RELOCATED WATER MAIN.

PROPOSED NATURAL GAS

SERVICE. COORDINATE SERVICE

WITH OKALOOSA GAS COMPANY.

6" 45° DIP BEND, TYP OF 2

PROVIDE RESTRAINTS A

MIN. OF 30 LF UP AND

DOWN STREAM OF BENDS

CONNECT EXISTING WATER SERVICE

TO RELOCATED WATER MAIN

6" DR 18 C-900

WATER MAIN 290 LF

CONNECT EXISTING WATER SERVICE

TO RELOCATED WATER MAIN

CONNECT EXISTING WATER SERVICE

TO RELOCATED WATER MAIN

4" SCH 40 WATER

SERVICE, 10 LF

6" 22.5° DIP BEND

PROVIDE RESTRAINTS A

MIN. OF 15 LF UP AND

DOWN STREAM OF BENDS

4'-0"

46'-0"

TOP OF STATION

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OCWS

AutoCAD SHX Text

OCWS

AutoCAD SHX Text

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G r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w fm fm fm fm fm fm fm fm w w w w w w w w w

1. MAINTENANCE ACCESS STRUCTURES SHALL BE INSTALLED WITHIN THE

EXISTING PUMP STATION PROPERTY AS SHOWN UNLESS OCWS DIRECTS

OTHERWISE.

2. FINISHED GRADE ELEVATION FOR WETWELL AND VAULT (IF REQUIRED)

SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS.

3. ALL CONCRETE SLABS ON GRADE SHALL BE CLASS A.

4. DIMENSIONS AND EQUIPMENT LAYOUTS SHOWN AS APPROXIMATE.

CONTRACTOR SHALL COORDINATE WITH MATERIAL SUPPLIER, OWNER,

AND ENGINEER TO CONFIRM FINAL SITE CONFIGURATION AND

EQUIPMENT DIMENSIONS.

BOLLARDS (2)

20'-00"NATURAL

GAS

GENERATOR

8'-0"

30'-00"

C H

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3' PEDESTRIAN GATE

INSTALL GATE

HOLDBACK FOR BOTH

SWING GATES

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C -7

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BURIED 8" C-900

FORCEMAIN

OVERHEAD YARD LIGHT

6" ISOLATION VALVE

14'-0"

ABOVE GRADE 6" BY-PASS

ASSEMBLY (SEE DETAIL)

NEW FIBERGLASS GRAVITY

SEWER MANHOLE

(SEE DETAIL)

GREEN VINYL CHAIN-LINK

FENCE (SEE SHEET 05-C-700)

INTERMEDIATE J-BOX FOR

FLOATS/ MOTOR LEADS/

TRANSDUCER

6" FLOW METER VAULT

LOCATION

I PIPE

900 PVC

8' GATE

8x6 CONC RDRC

D R

GENERAL NOTES

0 5 10 15

1"=5'

PROPERTY LINE

POWER SERVICE

TRANSITION TO BELOW

GRADE PIPING AFTER 90°

BEND

8' GATE

PROVIDE 3 4" RPZ

BACKFLOW, METER AND

HOSE BIB CONNECTION

INSIDE OF FENCED AREA TO

BE 6" THICK COMPACTED

CRUSHED STONE ON TOP OF

WOVEN GEOTEX 200

(NOT SHOWN FOR CLARITY)

6" DR18 C-900 WATER MAIN 290 LF

19 LF OF 12" C-900 SDR 26

GRAVITY SEWER @ 0.50%

58 LF OF 12" C-900 SDR 26

GRAVITY SEWER @ 0.50%

MH2 (DOG HOUSE)

RIM: 7.40'

INV IN E: 5.68'

INV OUT N: 5.78'

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05-C-300-D3839200.dwgFILENAME: PLOT DATE: PLOT TIME:$PLOTDATE $PLOTTIME

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SEE 05-C-200 FOR

CONTINUATION OF

RELOCATED WATER

MAIN ROUTE

3/4" SCH 40 WATER SERVICE 10 LF

8" DR 18 C-900 FORCEMAIN 50 LF

PROVIDE 6" TAP FOR NEW WATER MAIN.

CAP EXISTING WATER MAIN AFTER

CONNECTION OF RELOCATED WATER MAIN.

TOP OF STATION

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LIFT STATION DATA TABLE

LIFT STATION COMMON NAME POCAHONTAS DR. BUCKET LIFT STATION 583

PUMP MODEL NUMBER / IMPELLER SIZE KRT E 80-253/184XEG-S / 10.04

VOLTAGE/CYCLES/PHASE 480

HORSEPOWER 25

RPM 1778

DESIGN POINT FLOW (GPM) 450

DESIGN POINT HEAD (FT) 85

SHUT-OFF HEAD (FT) 125

MID-POINT FLOW (GPM) 600

MID-POINT HEAD (FT) 80

EFFICIENCY AT DESIGN POINT (%) 70

RUN OUT FLOW (GPM) 1000

RUN OUT HEAD (FT) 50

FINISHED TOP OF SLAB EL "A" 11.0

WETWELL DIAMETER "B" (FT) 8

WETWELL BOTTOM ELEVATION "C" -13.86

INFLUENT PIPE DIAMETER (INCHES) 12

INFLUENT PIPE INVERT ELEVATION "D" -6.27

ALARM ELEVATION "F" MIN. 6" BELOW "D"

"FOR TRIPLEX- LAG LAG PUMP "ON" ELEVATION N/A

LAG PUMP "ON" ELEVATION "G" MIN. 12" BELOW "F"

LEAD PUMP "ON" ELEVATION "H" MIN. 12" BELOW "G"

PUMPS "OFF" ELEVATION "I" TOP OF PUMP MOTOR

INLET DOWNSPOUT OUTLET EL. 6" ABOVE PUMP OFF LEVEL 'I'

PUMP DISCHARGE DIAMETER "L" (INCHES) 4

DISCHARGE PIPE DIAMETER "M" (INCHES) 6

DISCHARGE PIPE CL ELEVATION "N" 12.38

RECOMMENDED MANUFACTURER'S PUMP SPACING "AA" (IN) 12

MIN. WETWELL HATCH OPENING "PER PUMP" LENGTH "DD" (IN) 24

MIN. WETWELL HATCH OPENING "PER PUMP" WIDTH "EE" (IN) 36

WETWELL BOTTOM TO VOLUTE BOTTOM "KK" (IN) 3

INFLUENT PIPE

24" ALUMINUM ACCESS

HATCH, 300 LB PSF

SWING CHECK VALVE (FLANGED) (TYP.)

PLUG VALVE (FLANGED)W/HANDWHEEL

ACTIVATOR, ROTATED, (TYP.)

FLANGE COUPLING ADAPTER/

DISMANTLING JOINT, (TYP.)

90° BEND (TURNED DOWN)

90° BEND

2-DOOR ALUMINUM ACCESS

HATCH, 300 LB PSF, FALL

PROTECTION

316 SST SCH 40

(FLANGED) HEADER PIPE

SLEEVE OPENING FOR LEVEL

SONAR

SEWER VENT

CONCRETE PAD

LOCATION, CUTTING &

FABRICATION OF PIPE

PENETRATION SLEEVE OR

OPENING TO BE FIELD

INSTALLED BY WETWELL

SUPPLIER

SPOOL

TRANSITION FROM 316 SST TO

DI AFTER BURIED 90° BEND

LIFT STATION ISOLATION VALVE (BURIED)

DI RESTRAINED

FITTINGS (BURIED)

D D

FNPT ARV PORT (SEE

DETAIL)

"B"

INV. EL. = "D"

GRAVITY PIPE

FIELD LOCATE CORE AND

INSTALL TRANSITION

PUMP ACCESS LIDS (1 PER PUMP)

DIAMETER ELECTRICAL KNOCKOUT (4 REQUIRED)

ARV, PIPE DRAIN BACK TO

WETWELL

CHECK VALVE (FLANGED)

FLANGED PLUG VALVE

W/HANDWHEEL ROTATED

FLANGE COUPLING ADAPTER/

DISMANTLING JOINT, (TYP.)

PIPE

SUPPORT

DISCHARGE RISER PIPE

316 SST (FLANGED)

DIAMETER - "M"

POLYMER CONCRETE WETWELL

CONCRETE PAD EL. = "A"

3'-0"

(MIN.)

FLANGED

SPOOL

INV. EL. = "C"

1/4" THICK TYPE 316 STAINLESS STEEL.

SEE 05-C-402 FOR DETAILS

BELL TO RECEIVE C905 DR25 SDR 26 PVC

SECURE PVC TO POLYMER CONCRETE

WETWALL W/316 SS

LINK SEAL

ELEVATION CONTROL

FLOATS "(ROTOFLOAT MINI)".

SEE CHART THIS SHEET

SS PIPE SUPPORT

WATERSTOP

PENETRATION WITH

RUBBER LINK SEAL

(TYP.)

90° BEND

24" ALUMINUM ACCESS HATCH

COVER

NEW CONCRETE SLAB

(10" MIN.)

40.5"

LEVEL SONAR LOCATION,

SUPPLIED BY OWNER

SS VENT

EL. = 6" ABOVE PUMP SHUT-OFF

SLEEVED OPENING - 6"

ALL ABOVE GRADE PIPE TO BE

FLANGED 316 STAINLESS STEEL

DIAMETER KNOCKOUT FOR FLOATS & LEVEL WIRING. (2 REQUIRED)

NOTES:

1. WET WELL GRAVITY MAIN INVERT TO BE FIELD LOCATED, FIELD FITTED CORED, AND

INSTALLED BY OCWS AFTER ACCEPTED WET WELL INSTALLATION.

PUMP DISCHARGE "L"

EL.="I"

EL.="H"

EL.="G"

EL.="F"

DISCHARGE PIPING CL-

EL "N"

ALL BELOW GRADE PIPE TO BE DI WITH

RESTRAINED JOINTS.

REFER TO MANUFACTURERS DIMENSION "KK"

PRESSURE GAUGE (SEE DETAIL SHEET D1.0)

NTS

(DUPLEX DETAIL)

PUMP STATION PLAN

TYPICAL SUBMERSIBLE

NTS

SECTION

PUMP STATION

TYPICAL SUBMERSIBLE

24"

SEE 05-C-403 FOR ADDITIONAL DETAIL

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MH2 (DOG HOUSE)

RIM: 7.40'

INV. IN S.: -5.68'

INV. OUT W.: -5.78

FIBERGLASS MH1

RIM: 9.10'

INV. IN E. -6.07'

INV. OUT N. -6.17

PROPOSED LIFT STATION

TOP OF CONCRETE: 11.00'

INV. IN. -6.27'

STATION INV. -13.86

PROPOSED LIFT STATION

SEE 05-C-400 FOR DETAILS

NEW 12" GRAVITY

SEWER INVERT OUT

IE: -6.27'

NEW 12" GRAVITY

SEWER INVERT OUT

IE: -6.17'

NEW 12" GRAVITY

SEWER INVERT OUT

IE: -6.07'

NEW 12" GRAVITY

SEWER INVERT OUT

IE: -5.78'EXISTING GRAVITY INVERT IN

IE: -5.68'

12" GRAVITY SEWER 58 LF @ 0.50% 12" GRAVITY SEWER 19 LF @ 0.50%

NOT TO SCALE

PROPOSED GRAVITY SEWER REALIGNMENT

PROFILE VIEW

EXISTING GRAVITY PIPE TO BE

FILLED WITH FLOWABLE FILL

AFTER NEW LIFT STATION IS

PLACED INTO SERVICE

1 FT MIN. DEPTH OF NO 57 STONE

8" THICK CONCRETE

PAD, WET SET FRP

MANHOLE

PROVIDE CLEAN FILL

FOR PIPE BEDDING

1 FT MIN. DEPTH OF NO 57 STONE

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1/4" REINFORCED

DIAMOND PATTERN

ALUMINUM TREAD PLATE

6' - 0"

4' - 0"

REMOVABLE LOCKING

HANDLE

ALUMINUM ANGLE FRAME

#5 REBAR

4,000 PSI CONCRETE

USF-THD 48" X 48"

ALUMINUM DOUBLE DOOR

ACCESS W/ TROUGH & H20 LOAD

CONCRETE METER VAULT

6" PLUG VALVE (TYP)

6" TEE (TYP)

6" 90° BEND

6" PLUG VALVE (TYP)

6" PLUG VALVE

6" TEE

6" MAG METER

6" DISMANTLE JOINT

DIP

6" TEE

6" MAG METER

6" DISMANTLE JOINT

6" PLUG VALVE, TYP.

6" TEE

18" MIN SPACING FOR

PIPING AND ANY VAULT

SURFACE

GRAVEL BOTTOM

NOT TO SCALE

FLOWMETER VAULT HATCH DETAIL

NOT TO SCALE

PLAN VIEW

NOT TO SCALE

ELEVATION VIEW

NOT TO SCALE

PLAN

6" M

12" PVC C900, DR18 SDR 26

1/2 INCH DIAMETER TYPE 316 STAINLESS

STEEL WEDGE ANCHORS, 3 INCH

MINIMUM EMBEDMENT, SPACED ~12

INCHES VERTICALLY 6 INCHES FROM

TOP AND BOTTOM EDGES,

APPROXIMATELY 8 PER SIDE, WITH 316

STAINLESS STEEL NUTS AND WASHERS

1/4 INCH THICK TYPE 316 STAINLESS

STEEL, 5 FEET TALL, 5 FEET WIDE, BENT

WITH 2 INCH FLANGES ON EACH EDGE FOR

BOLTING TO CONCRETE WET WELL WALL

INSTALL FLOW METER

VAULT FLUSH WITH

FINISH GRADE

PLUG TAPPED W/ BAUER

HK SOCKET 53.

36" CONCRETE FILLED

BOLLARD (4 TOTAL)

6" MJ PLUG VALVE W/ BOX

VALVE BOX LID IN CONCRETE

NOT TO SCALE

BOTTOM PLAN

NOT TO SCALE

TOP PLAN

BYPASS CONNECTION BYPASS CONNECTION

6" DIP FL X FL 90° BEND

4' X 3' CONCRETE PAD

6" DIP PLAIN END SPOOL PIECE

6" DIP MJ X MJ 90° BEND

TURNED UP, 6-FT 6" DIP

VERTICAL SPOOL PIECE

6" DIP MJ TEE

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C T

H O

U T

W R

N A

O R

O F

O C

U M

T, A N

D T

H E

D D

N S

O R

, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

SHEET

DWG

O N

O U

N D

D3888000

23 R

D Y

O U

, F L

T&G JOINT WITH RAMNEK & GROUT (TYP)

NOTES:

1. CONCRETE USED FOR THE TREMIE SEAL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT SEVEN (7) DAYS, WITH TESTING LAB RESULTS SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF THE

SECONDARY POUR, PER ASTM C579..

2. CONCRETE USED FOR SECONDARY POUR MUST BE 4000 P.S.l. AT 28 DAYS WITH TYPE Il PORTLAND CEMENT.

OPTIONALLY, A DROP IN BOTTOM, MANUFACTURED BY THE WET WELL MANUFACTURER, IS ALLOWABLE, MANUFACTURED FROM CORROSION-PROOF POLYMER CONCRETE TO MATCH THE WET WELL, AND SEALED INTO PLACE.

3. MINIMIZE JOINTS: STRUCTURE SHALL BE DESIGNED TO MINIMIZE THE NUMBER OF SECTIONS WITHIN THE SECONDARY CONCRETE POUR, USING 6 OR 8 FT SECTIONS WHERE POSSIBLE, WITH A MINIMUM OF FOUR 2" X 6" RING KEYWAYS REQUIRED, TOP KEYWAY CENTERED IN SECONDARY CONCRETE POUR. WELL SECTIONS SHALL BE INSTALLED IN PROPER SEQUENCE TO ENSURE KEYWAYS ARE CORRECTLY POSITIONED. NO SECTION JOINTS PERMITTED WITHIN LIMITS OF SECONDARY POUR. TREMIE SEAL TO CURE A MINIMUM OF 72 HOURS PRIOR TO PUMPING OFF WATER TO PREPARE FOR SECONDARY CONCRETE POUR. TOP OF TREMIE SEAL SHALL BE CLEAN, DRY, AND INSPECTED BY THE ENGINEER PRIOR

TO PLACEMENT OF SECONDARY POUR.

4. LEAK-FREE JOINTS: ALL SECTION JOINTS, WALL SECTIONS, AND TREME…

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