EXHIBIT 2

THREE NOTCH GROUP DRAWINGS

26-58 Deerpoint Potable Water Reconnect 45 of 71

BAY COUNTY

4242 HWY 2321

DEERPOINT WATERLINE RECONNECTION

BAY COUNTY BOARD OF COUNTY COMMISSIONERS

BAY COUNTY, FLORIDA

AUGUST 2026

TO

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COLLEGE STATION

SITE MAP

NTS

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C-100

CLAIR PEASE, CHAIRMAN DISTRICT 5

DANIEL RAFFIELD, VICE CHAIRMAN DISTRICT 1

ROBERT CARROLL DISTRICT 2

DOUG CROSBY DISTRICT 3

DOUGLAS MOORE DISTRICT 4

KEITH BRYANT DEPUTY COUNTY MANAGER

JOEL SCHUBERT COUNTY MANAGER

MIKE ALLEN UTILITY DIRECTOR

EXPRESSWAY

TURNPIKE

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND 4

NEW PORT RICHEY

TAMPA

75 4

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

MIAMI

NAPLES

KEY WEST

LAKE

CITY

FLORIDA'S

BEACH LINE

PROJECT AREA

BOARD OF COUNTY COMMISSIONERS

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

1962 WEST MAIN STREET

DOTHAN, AL 36301

(334) 677-9431

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INDEX TO SHEETS

Sheet Number Sheet Title

C-100 COVER SHEET

C-101 PROJECT NOTES AND LEGEND

C-201 OVERALL PROJECT LOCATION

C-301 WATER MAIN RECONNECTION

C-801 DETAILS

C-802 DETAILS

C-803 EROSION CONTROL DETAILS

C-804 PAVEMENT PATCHING DETAILS

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08/11/2026

26-58 Deerpoint Potable Water Reconnect 46 of 71

PROJECT NOTES

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE PURCHASE OF A CONTRACTOR’S LICENSE AND BUSINESS LICENSE FROM THE CITY AND / OR COUNTY AS APPLICABLE, AS WELL AS, ALL OTHER LICENSES AND PERMITS REQUIRED FOR

COMPLETION OF THE WORK.

2. EXCEPT FOR EMERGENCY WORK, WORK SHALL NOT BE PERFORMED ON SATURDAY, SUNDAY, OR ANY LEGAL HOLIDAY WITHOUT APPROVAL OF THE OWNER AND ENGINEER. WORK SHALL OCCUR DURING REASONABLE DAY-TIME HOURS.

REQUESTS FOR DEVIATIONS FROM THIS SCHEDULE SHALL BE MADE TO THE ENGINEER ON A CASE-BY-CASE BASIS A MINIMUM OF 72 HOURS PRIOR, EXCEPT FOR EMERGENCIES, IN WHICH CASE NO SUCH APPROVAL IS REQUIRED.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND DEVELOPMENT OF CONSTRUCTION BEST MANAGEMENT PRACTICES PLANS (CBMPP) RELATED TO EROSION AND SEDIMENT CONTROL AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION AND REGULATORY AGENCIES, UNLESS SUCH PERMITS AND/OR CBMPPS ARE ATTACHED TO THE CONTRACT DOCUMENTS. IN ALL CIRCUMSTANCES, THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY INSTALLING AND MAINTAINING SUFFICIENT EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PREVENT SEDIMENT FROM DISCHARGING FROM THE SITE, AND IN COMPLIANCE WITH ANY PERMITS AND CBMPP.

4. THE CONTRACTOR SHALL, AT A MINIMUM, COMPLETE SATISFACTORY ROUGH GRADING, ROCK REMOVAL, AND TEMPORARY SEEDING NO LATER THAN 13 DAYS FOLLOWING INITIAL GROUND DISTURBANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-GRADING, FERTILIZATION, WATERING, AND RE-SEEDING AS REQUIRED TO ESTABLISH AND MAINTAIN TEMPORARY GRASSING SUITABLE TO PROPERLY MITIGATE EROSION. PERFORMANCE OF INITIAL ROUGH GRADING AND ESTABLISHMENT OF TEMPORARY GRASSING SHALL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO PERFORM THE REQUIRED FINE GRADING, TOPSOIL PLACEMENT, ESTABLISHMENT OF PERMANENT GRASSING, AND

OTHER RESTORATION AS REQUIRED BY THE CONTRACT.

5. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF PRE-EXISTING CONDITIONS PRESENT WITHIN AND ADJACENT TO THE CONSTRUCTION AREA. DOCUMENTATION OF EXISTING CONDITIONS SHALL CONSIST OF DATE-STAMPED VIDEO, PHOTOGRAPHS, AND WRITTEN RECORDS. COPIES OF ALL DOCUMENTATION SHALL BE DELIVERED TO THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. DOCUMENTATION OF PRE-EXISTING CONDITIONS

IS REQUIRED TO AVOID CLAIMS FOR DAMAGE TO PROPERTY.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS ACTIVITIES IN THE PROJECT AREA, WHETHER ON PUBLIC OR PRIVATE PROPERTY. DAMAGE SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS OR BETTER, AND TO THE SATISFACTION OF THE ENGINEER AND LAND OWNER(S). REPAIRS SHALL BE MADE AT THE

CONTRACTOR’S EXPENSE.

7. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY IN THE PROJECT AREA WITH THE COUNTY, CITY, AND STATE, AS APPLICABLE.

8. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AS TO NOT DISTURB PROPERTY CORNER/ROW MARKERS AND BENCHMARKS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY, INCLUDING ANY REQUIRED SURVEYING, TO REPLACE ANY DISTURBED MARKERS AND/OR MONUMENTS. BY A LICENSED PROFESSIONAL LAND SURVEYOR

REGISTERED IN THE STATE OF FLORIDA.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH THE REQUIREMENTS OF PART 6 OF THE MUTCD, LATEST EDITION, AND IN ACCORDANCE WITH ANY ATTACHED TRAFFIC

CONTROL PLAN.

10. UNLESS APPROVED IN ADVANCE BY THE ENGINEER, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR THE TRAVELING PUBLIC, EMERGENCY, AND SCHOOL VEHICLES AT ALL TIMES ALONG ALL CITY, COUNTY, AND STATE RIGHTS OF WAY. IF A ROAD CLOSURE IS ALLOWED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SUCH CLOSURES WITH CITY, COUNTY, AND OR STATE AGENCIES, AND EMERGENCY AGENCIES, IN ACCORDANCE WITH THOSE PARTIES'

REQUIREMENTS.

11. DRIVEWAYS WHICH MAY HAVE BEEN CUT OR OTHERWISE DAMAGED DURING THE CONSTRUCTION ACTIVITIES SHALL BE MAINTAINED IN A USABLE CONDITION FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL MAKE A REASONABLE EFFORT TO RE-OPEN DRIVEWAYS AS SOON AS POSSIBLE. IN NO CASE SHALL DRIVEWAYS BE CLOSED

OVERNIGHT.

12. ALL EQUIPMENT SHALL BE PARKED AND ALL MATERIALS SHALL BE STORED AT A LOCATION OUTSIDE THE PUBLIC RIGHT OF WAY AT A LOCATION OF THE CONTRACTOR’S CHOOSING. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE FROM THE OWNER OF SUCH PARKING AND STORAGE AREA(S), THAT THE AREA(S) HAVE BEEN RESTORED TO LAND OWNER’S SATISFACTION, AND THE TERMS ASSOCIATED WITH ANY SUCH ARRANGEMENTS HAVE

BEEN SATISFIED.

13. EXISTING DRAINAGE SYSTEMS SHALL REMAIN FULLY OPEN THROUGHOUT THE PROJECT DURATION. ANY DISTURBANCE OR DAMAGE TO EXISTING DRAINAGE SYSTEMS AND STRUCTURES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE AT NO ADDITIONAL COST TO THE OWNER.

14. EXCEPT FOR WHERE THE PLANS STATE OTHERWISE, OR THE PLANS REQUIRE TEMPORARY CONSTRUCTION FENCING TO BE INSTALLED, EXISTING FENCES SHALL NOT BE REMOVED, RELOCATED, OR OTHERWISE DAMAGED DURING THE CONSTRUCTION ACTIVITIES. REMOVED, RELOCATED, OR DAMAGED FENCES SHALL BE REPLACED TO THE SATISFACTION

OF THE ENGINEER AND LAND OWNER AT NO ADDITIONAL COST TO THE OWNER.

15. RESIDENTS AND BUSINESS SHALL NOT BE LEFT WITHOUT MAIL SERVICE. IF A MAILBOX MUST BE MOVED TO FACILITATE CONSTRUCTION, IT SHALL BE TEMPORARILY AND SATISFACTORILY RELOCATED AS CLOSE AS PRACTICABLE TO ITS ORIGINAL LOCATION, AND IN ACCORDANCE WITH UNITED STATES POST OFFICE GUIDELINES FOR MAILBOX PLACEMENT.

16. JOB SITE SHALL BE CLEANED ON A DAILY BASIS. THE CONTRACTOR SHALL RESTORE ALL AREAS, WHETHER PUBLIC OR PRIVATE, AS SOON AS PRACTICABLE FOLLOWING COMPLETION OF PARTICULAR CONSTRUCTION ACTIVITIES.

17. THE CONTRACTOR SHALL REPAIR ALL EXCAVATED AREAS, BACKFILLS, EMBANKMENTS, TRENCHES, AND DITCHES WHICH MAY HAVE SETTLED AT NO ADDITIONAL COST TO THE OWNER UNTIL FINAL ACCEPTANCE OF THE PROJECT AND THROUGHOUT THE WARRANTY PERIOD. ALL SUCH AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONTOURS.

18. UNLESS NOTED ELSEWHERE, NO ADDITIONAL PAYMENT SHALL BE MADE FOR ROCK EXCAVATION AND REMOVAL.

BIDDERS MAY MAKE THEIR OWN INVESTIGATION AS TO THE AMOUNT AND CHARACTER OF ROCK WHICH MAY NEED TO BE REMOVED. ALL COSTS FOR ROCK EXCAVATION SHALL BE CONSIDERED TO HAVE BEEN INCLUDED IN THE VARIOUS PAY ITEMS IN THE PROPOSAL. ANY INFORMATION PROVIDED CONCERNING THE DEPTH TO AND/OR CHARACTER OF ROCK PRESENT, IS PROVIDED FOR THE CONVENIENCE OF THE BIDDER AND CONTRACTOR AND SHALL NOT BE USED AS THE

BASIS FOR CLAIMS FOR ADDITIONAL PAYMENT.

19. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL GRASSED AREAS AT ITS EXPENSE UNTIL FINAL ACCEPTANCE AND THROUGHOUT THE WARRANTY PERIOD. MAINTENANCE OF GRASSED AREAS SHALL INCLUDE RE-GRADING, RE-FERTILIZATION, RE-SEEDING, WATERING, AND ANY OTHER WORK AS REQUIRED, TO PRODUCE AND KEEP THE GRASS

IN A CONDITION ACCEPTABLE TO THE ENGINEER AND LAND OWNER.

UTILITY NOTES:

1. EXISTING UTILITIES ARE DEPICTED BASED ON FOUR (4) "QUALITY LEVELS" DEFINED AS FOLLOWS:

a. QUALITY LEVEL A - HORIZONTAL AND VERTICAL LOCATION OBTAINED BY ACTUAL EXPOSURE AND MEASUREMENT OF

THE UTILITY AT A SPECIFIC POINT.

b. QUALITY LEVEL B - APPROXIMATE LOCATION OBTAINED FROM SURFACE GEOPHYSICAL METHODS. NO DEPTH

INFORMATION INCLUDED.

c. QUALITY LEVEL C - APPROXIMATE LOCATION SURVEYED AND PLOTTED BASED ON VISIBLE ABOVE-GROUND UTILITY

FEATURES.

d. QUALITY LEVEL D - INFORMATION DERIVED FROM EXISTING RECORDS AND/OR ORAL RECOLLECTIONS.

2. ALL UTILITIES ARE DEPICTED AT "QUALITY LEVEL D" UNLESS INDICATED OTHERWISE AND LABELED AS "QL-B" OR "QL-C".

3. ANY "QUALITY LEVEL A" ELEVATIONS PROVIDED ARE FROM THE TOP OF THE UTILITY AT THE APPROXIMATE LOCATION

SHOWN, UNLESS OTHERWISE NOTED.

4. NEITHER THE OWNER NOR THE ENGINEER MAKES ANY EXPRESSED OR IMPLIED GUARANTEE OF THE ACCURACY OF UTILITIES SHOWN OR ANY GUARANTEE THAT ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION AREA ARE SHOWN

HEREIN.

5. THE CONTRACTOR SHALL CALL FLORIDA ONE CALL AT SUNSHINE 811 FOR UTILITY MARKING PRIOR TO COMMENCING CONSTRUCTION. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING WORK. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT

THE CONTRACTOR’S EXPENSE.

6. THE CONTRACTOR SHALL COORDINATE ALL WORK ADJACENT TO EXISTING UTILITY POLES AND GUY WIRES WITH THE LOCAL POWER COMPANY. THE CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY TO HOLD SAID UTILITY POLES/GUY WIRES DURING BORING OR OPEN CUT OPERATIONS. THE COST OF THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO THE PROJECT AND NO ADDITIONAL PAYMENT WILL BE MADE.

7. THE CONTRACTOR SHALL COORDINATE ALL TIE-INS, CONNECTIONS, OUTAGES, AND VALVING OPERATIONS WITH THE UTILITY OWNER. THE CONTRACTOR SHALL GIVE 72 HOURS NOTICE TO THE UTILITY OWNER OF WHEN SUCH OPERATIONS

ARE TO TAKE PLACE.

8. THE CONTRACTOR SHALL COORDINATE WITH AND PROVIDE REASONABLE NOTICE TO RESIDENTS AND BUSINESSES OF UTILITY SERVICE OUTAGES PRIOR TO BEGINNING SUCH OPERATIONS. NO RESIDENT OR BUSINESS SHALL BE LEFT WITH

OUT SERVICE OVERNIGHT.

PROJECT SPECIFIC NOTES:

1. ASPHALT SURFACES ACTUALLY DAMAGED BY THE CONTRACTORS ACTIVITIES LYING OUTSIDE THE LIMITS OF PATCHING SHOWN SHALL BE REPLACED IN ACCORDANCE WITH THE REQUIREMENTS FOR PAVEMENT REPLACEMENT.

NO ADDITIONAL PAYMENT SHALL BE MADE FOR REPLACEMENT OUTSIDE THE LIMITS INDICATED.

2. ALL PIPE SHALL BE KEPT CLEAN THROUGHOUT CONSTRUCTION AND THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO ENSURE SUCH. CONTRACTOR SHALL EXCLUDE FOREIGN MATERIAL AND WATER FROM

ENTERING ALL PIPING THROUGH THE USE OF MECHANICAL JOINT PLUGS OR CAPS

3. MAINTAIN A MINIMUM OF 24" CLEARANCE BETWEEN THE REQUIRED WATER MAIN AND EXISTING UTILITIES.

4. ALL MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE BAY COUNTY ENGINEERING DIVISION, PHONE (850) 248-8301 FOR ALL INSPECTIONS. THE CONTRACTOR IS REQUIRED TO NOTIFY BAY COUNTY AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION WITHIN COUNTY RIGHT OF WAY. NO WORK SHALL BE DONE AT NIGHT OR ON WEEKENDS OR ON COUNTY HOLIDAYS (NEW YEAR'S DAY, MARTIN LUTHER KING JR. BIRTHDAY, GOOD FRIDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY, CHRISTMAS EVE, CHRISTMAS DAY). NO DIRECTIONAL BORING OR JACK AND BORE IS ALLOWED

ON FRIDAYS OR COUNTY OBSERVED HOLIDAYS.

5. ALL BAY COUNTY RIGHTS-OF-WAYS SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION, WITHIN FIVE DAYS, IN KEEPING WITH BAY COUNTY SPECIFICATIONS, AND IN A MANNER SATISFACTORY TO THE PUBLIC WORKS DEPARTMENT. ALL DISTURBED DITCHES SHALL BE SODDED AND PINNED ACCORDING TO BAY COUNTY UTILITY

ACCOMMODATION GUIDE REQUIREMENTS.

6. ALL INSTALLATIONS SHALL CONFORM TO THE BAY COUNTY UTILITY ACCOMMODATION GUIDE AND WHERE

APPLICABLE, TO THE FDOT UTILITY ACCOMMODATION GUIDE.

7. JETTING OF UTILITIES UNDER ROADWAYS IS PROHIBITED WITHIN ANY AND ALL RIGHTS-OF-WAYS OF BAY COUNTY.

8. OPEN CUTS OF ROADS ARE NOT ALLOWED UNLESS SPECIFICALLY AUTHORIZED BY BAY COUNTY.

115.00

WM

UTILITIES

PROPOSEDEXISTING

W

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AIR/VACUUM RELEASE VALVE

PUMP STATION

SPOT ELEVATION

MONITORING WELL

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ELECTRIC TRANSFORMER

A/C UNIT

ELECTRIC METER

MAILBOX

SIGN

STORM MANHOLE

SEWER MANHOLE

BENCHMARK

SET IRON PIN

FOUND IRON PIN

BURIED FIBER OPTIC

FORCE MAIN

GAS REGULATOR

GAS VALVE

GAS MAIN

WATER METER

FIRE HYDRANT

WATER VALVE

WATER MAIN

SANITARY SEWER

TELEPHONE MANHOLE

OVERHEAD TELEPHONE CABLE

BURIED TELEPHONE CABLE

TELEPHONE PEDESTAL

POWER POLE

LIGHT POLE

TELEPHONE POLE

ANCHOR

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STUB (TELEPHONE)

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WATER

MARSH

EXISTING REQUIRED

ROWRIGHT-OF-WAY

CONSTRUCTION LIMITS.................................................................. CONS LIM

PROPERTY LINE............................................................................... PL PL

AQRD ROW

STRUCTURE...................................................................................... ST

OVERHEAD CABLE TELEVISION..................................................... OTV OTV

AUTOMATIC FLUSHING ASSEMBLY

CONTROL POINT

SILT FENCE ...................................................................................... || ||

WATTLE DITCH CHECK

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

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26-58 Deerpoint Potable Water Reconnect 47 of 71

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EX. 36" SLEEVE

EX. 42"X36" REDUCER

EX. ARV

EX. 36" 22.5 DIGEX. 36" GATE VALVE

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

1962 WEST MAIN STREET

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DEER POINT LAKE

PROJECT LOCATIONS

IRA A. HUTCHISON PARK

McCALL EVERETT PARK

SCALE IN FEET

100 100

26-58 Deerpoint Potable Water Reconnect 48 of 71

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EX: 36" TEE

TO REMAIN

EX. RAW WATER MAIN

TO REMAIN

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

1962 WEST MAIN STREET

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REQ'D:

REMOVE EXISTING

CONCRETE THRUST BLOCK

H=5 FT, W=5 FT, L=1.5 FT

EX.24"x36" TEE W/ 24" VALVE

TO REMAIN

REQ'D:

PIPE TO BE ABANDONED

REQ'D:

REMOVE EXISTING:

36" M.J. CAP & 36" M.J.

RETAINER GLAND

REQ'D:

REMOVE EXISTING

1 ~ 24" M.J. PLUG

1 ~ CONCRETE THRUST BLOCK

REQ'D:

REMOVE EXISTING

1 ~ 24" M.J. CAP

1 ~ 24" M.J. RETAINER GLAND

REQ'D:

EXISTING 36" PVC RAW WATER

MAIN TO BE ABANDONED IN

PLACE

REQ'D:

1 ~ CONNECTION TO EXISTING 36" PVC RAW WATER MAIN

1 ~ 36" D.I. M.J. SLEEVE

2 ~ 36" D.I. M.J. RETAINER GLANDS

12 L.F. ~ 36" C900 ~ DR25 PC 165 PVC WATER MAIN

REQ'D:

1 ~ CONNECTION TO EXISTING 24" x 36" D.I. M.J. TEE

1 ~ CONNECTION TO EXISTING 24" PVC WATER MAIN

1 ~ 24" D.I. M.J. SLEEVE

12 L.F. ~ 24" C900 ~ DR25 PC 165 PVC WATER MAIN

1 ~ 24" D.I. M.J. RETAINER GLAND

EX. 1 ~ 24"x36" TEE W/ 24" VALVE

TO REMAIN

EX: 36" RAW WATER MAIN

TO REMAIN

EX: 36" RAW WATER MAIN TO

REMAIN

EX: 36" M.J. CAP & 36"

M.J. RETAINER GLAND

TO REMAIN

REQ'D:

2 ~ 36" D.I. M.J. CAP

2 ~ 36" D.I. M.J. RETAINER GLANDS

2 ~ PIPE TERMINATION

CONCRETE ANCHORS (SEE SHEET C-801)

REQ'D:

1 ~ AIR RELEASE VALVE (2" MINIMUM)

1 ~ WATER SAMPLING STATION

(SEE SHEET C-801)

REQ'D:

1 ~ AIR RELEASE VALVE (2" MINIMUM)

1 ~ WATER SAMPLING STATION

(SEE SHEET C-801)

REQ'D:

REMOVE 6 L.F. 36"

PVC WATER MAIN

REQ'D:

REMOVE EXISTING 36" M.J. 45° BEND

BAY COUNTY ROAD 2321

BAY COUNTY ROAD 2321

REQ'D:

1 ~ 36" D.I. M.J. CAP

1 ~ PIPE TERMINATION CONCRETE

ANCHOR (SEE SHEET C-801)

AS

S

H O

W N

EX: POTABLE WATER MAIN

TO REMAIN

EX: POTABLE WATER MAIN

TO REMAIN

CONTRACTOR TO CONFIRM

EXISTENCE OF CONCRETE THRUST

BLOCK BEHIND TEE PRIOR TO

CONSTRUCTION

WM

NOTES:

1. PROVIDE JOINT RESTRAINT AT ALL INSTALLED FITTINGS AND CONNECTIONS TO THE EXISTING SYSTEM IN ACCORDANCE

WITH SECTION 02400.

2. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AS SHOWN ON THE PLANS AND DIRECTED BY THE ENGINEER.

CONTRACTOR SHALL CONFIRM PRESENCE OF EXISTING THRUST BLOCKS AT TEES AND BENDS PRIOR TO CONNECTION. IF

NOT PRESENT, NOTIFY THE ENGINEER AND COORDINATE INSTALLATION WITH BAY COUNTY.

3. SAMPLING STATIONS AND AIR RELEASE VALVES DO NOT REQUIRE THRUST OR LONGITUDINAL ANCHORS. INSTALL PER

DETAIL AND MANUFACTURER REQUIREMENTS.

4.CONTRACTOR SHALL COORDINATE WITH BAY COUNTY UTILITIES TO ISOLATE EXISTING LINE. CONTRACTOR SHALL BE

RESPONSIBLE FOR DEWATERING INACTIVE LINE.

5. CONTRACTOR SHALL MONITOR PIPE MOVEMENT DURING CUT IN AND PRESSURIZATION. ANY UNEXPECTED MOVEMENT

OR INSTABILITY SHALL BE REPORTED IMMEDIATELY.

6. ALL MATERIALS AND INSTALLATION METHODS SHALL COMPLY WITH PROJECT SPECIFICATIONS, MANUFACTURER

REQUIREMENTS, AND AWWA STANDARDS.

7. CONTRACTOR SHALL COORDINATE WITH BAY COUNTY UTILITIES TO DETERMINE THE DESIRED PRACTICE FOR

ABANDONING EXISTING MAINS.

8. BACKFILL SHALL CONSIST OF SATISFACTORY MATERIAL CLASSIFIED AS USC GROUPS SP OR SP-SM. PLACE BACKFILL IN MAXIMUM 6-INCH LIFTS AND COMPACT TO A MINIMUM OF 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR. RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS. ANY IN-SITU MATERIAL ADJACENT TO EXISTING THRUST BLOCKS DISTURBED DURING CONSTRUCTION SHALL BE RECOMPACTED TO MEET THE SPECIFIED

COMPACTION REQUIREMENTS.

REQ'D:

20' X 15.4' ASPHALT

REPLACED PER BAY COUNTY

DETAIL (SEE SHEET C-804)

REQ'D:

20' X 15.4' ASPHALT

REPLACED PER BAY COUNTY

DETAIL (SEE SHEET C-804)

EX: 36" RAW WATER MAIN TO

BE CONVERTED TO POTABLE

WATER MAIN (TO REMAIN)

EX: 36" RAW WATER MAIN TO

BE CONVERTED TO POTABLE

WATER MAIN (TO REMAIN)

CONTRACTOR TO CONFIRM

EXISTENCE OF CONCRETE THRUST

BLOCK BEHIND TEE PRIOR TO

CONSTRUCTION

REQ'D:

PIPE TO BE ABANDONED

IRA A. HUTCHISON PARK

McCALL EVERETT PARK

26-58 Deerpoint Potable Water Reconnect 49 of 71

SEE SPECIFICATIONS

FOR BACKFILL AND

COMPACTION

REQUIREMENTS

FINAL BACKFILL

" PIPE

SEE

NOTE

SPRING LINE

OF PIPE

INITIAL BACKFILL

HAUNCHING

8" FOUNDATION

(BEDDING MATERIAL)

NOTE:

1. FOR PVC AND HDPE HAUNCHING/BEDDING MATERIAL

SHALL EXTEND TO 6-INCHES ABOVE THE TOP OF PIPE.

TRENCH TERMINOLOGY

NTS

SAMPLING

STATION

PADLOCK

PROVISION USE 2 LAYERS OF

POLYETHYLENE FILM

BETWEEN STATION

AND CONCRETE PAD

2' X 2' CONCRETE

PAD

2' -0

" T O

'-0

1" POLY-BUTYLENE

SERVICE LINE

1" POLY-BUTYLENE

SERVICE LINE 45°

GIL INDUSTRIES WATER

SAMPLING STATION 3/4"

OPERATING HANDLE

FULL ON - FULL OFF ONLY

BRASS SAMPLING NOZZLE

1/4" PUMP CONNECTION

COPPER TUBING

BRASS NEEDLE VALVE

OPERATING STEM

VALVE STEM BRACE

SCH. 80 PVC BARREL

EVACUATION TUBE

THERMOPLASTIC ENCLOSURE

W/ POWER COATED STAKE

VALVE STEM SLEEVE

3/4" BRONZE BODY

BALL VALVE W/ CHROME

PLATED BALL

GIL INDUSTRIES EH101

SAMPLING STATION

NOTES:

1. GIL INDUSTRIES EH101 LEAD-FREE SAMPLING STATION

2. MUST INCLUDE LOCKABLE PLASTIC ENCLOSURE

3. 3' BURY DEPTH. EH-30LF

4. CONNECT TO 1" POLYBUTYLENE SERVICE LINE

5. BELOW-GRADE SHUT OFF VALVE FOR FREEZE PROTECTION

WATER SAMPLING STATION

NTS

FIGURE G-7 BAY COUNTY STANDARD DETAILS

FIGURE W-10 BAY COUNTY STANDARD DETAILS

ENCASEMENT PIPE DIA. = CARRIER PIPE OUTSIDE DIA. + 8" (MIN.)

SEE NEW PIPELINE CROSSING REQUIREMENTS FOR LESS THAN

MINIMUM CLEARANCES SCHEDULE

SEE SCHEDULE FOR

MINIMUM JOINT

CLEARANCES

10' MIN. (TYP. FOR

PIPE CASING) SEE MINIMUM VERTICAL

CROSSING CLEARANCES

SCHEDULE

10' MIN. (TYP. FOR

PIPE CASING)

SEE NEW PIPELINE

CROSSING REQUIREMENTS

FOR LESS THAN MINIMUM

CLEARANCES SCHEDULE

NON-POTABLE WATER PIPELINE

(STORMWATER, WASTEWATER,

OR RECLAIMED WATER)

MINIMUM VERTICAL CROSSING CLEARANCES

1. WATER MAIN ABOVE STORMWATER (GRAVITY) OR WASTEWATER (GRAVITY & VACUUM); 6" MIN. 12"+ (PREFERRED)

2. WATER MAIN BELOW STORMWATER (GRAVITY) OR WASTEWATER (GRAVITY & VACUUM); 12" MIN.

3. WATER MAIN BELOW STORMWATER, WASTEWATER & RECLAIMED WATER (PRESSURE); 6" MIN. 12" (MIN.)

MINIMUM WATER MAIN JOINT SPACING

1. STORMWATER (GRAVITY & PRESSURE), WASTEWATER (VACUUM) OR RECLAIMED WATER (PRESSURE): 3' OC

2. WASTEWATER (GRAVITY & PRESSURE): 6' OC

NEW PIPELINE CROSSING REQUIREMENTS FOR LESS THAN MINIMUM VERTICAL CROSSING CLEARANCES

1. POTABLE WATER MAIN:

WATER MAIN OR WATER MAIN IN CASING PIPE OF AWWA C-150 DUCTILE IRON PIPE

(DIP):

4" - 12" - CLASS 350 OR EQUIVALENT WALL STRENGTH PIPE

14" - 24" - CLASS 250 OR EQUIVALENT WALL STRENGTH PIPE

30" + - CLASS 150 OR EQUIVALENT WALL STRENGTH PIPE

2. WASTEWATER. RECLAIMED WATER MAIN:

WASTEWATER/RECLAIMED WATER MAIN OR WASTEWATER / RECLAIMED WATER MAIN

IN CASING PIPE OF AWWA C-150 DUCTILE IRON PIPE (DIP):

4" - 12" - CLASS 350 OR EQUIVALENT WALL STRENGTH PIPE

14" - 24" - CLASS 250 OR EQUIVALENT WALL STRENGTH PIPE

30" + - CLASS 150 OR EQUIVALENT WALL STRENGTH PIPE

VERTICAL CROSSING SEPARATION REQUIREMETNS (SEE F.D.E.P. RULE

62-555.314(1) & (2) F.A.C.)

W

AT

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AI

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PI

PE

J O

IN

T

W

AT

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M

AI

N

PI

PE

J O

IN

T

POTABLE

WATER M

AIN

PIPELINE SEPARATION REQUIREMENTS

NTS

FIGURE G-14 BAY COUNTY STANDARD DETAILS

B

A

PIPE TERMINATION LONGITUDINAL ANCHOR DETAIL

NOT TO SCALE

#5 BARS @ 8" O.C.

EA. WAY, EA. FACE

ELEVATION

PIPE DIA. A B C

4" - 8" 6'-0" MIN. 3'-0" MIN. 1'-6"

10" & 12" 8'-0" MIN. 4'-0" MIN. 1'-8"

16" - 24" 10'-0" MIN. 5'-0" MIN. 2'-0"

36" 13'-0" MIN. 9-0" MIN. 3'-0"

C

3"

CLEAR 3' MAX

#5 BARS @ 8" O.C.

EA. WAY, EA. FACE

DOUBLE RETAINER

GLAND

D.I. M.J. PLUG OR CAP

SECTION

4 ~ 2" 304 STAINLESS STEEL

THREADED RODS

TIE BOLT

STAINLESS STEEL THREADED

ROD TO BE TIED TO REBAR

MATTING

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

1962 WEST MAIN STREET

DOTHAN, AL 36301

(334) 677-9431

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PROFESSIONAL SEAL:

COA:

ADDRESS:

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C-801Y:

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26-58 Deerpoint Potable Water Reconnect 50 of 71

METER BOX

6" 1" CURB STOP TURNED

UP IN METER BOX

# 57 STONE

1" PIPE

1' CORPORATION STOP

SCREWED INTO TAPPED

WATER MAIN AT WATER

MAIN TERMINATION

(SEE NOTE 1)

WATER MAIN

NOTE 1: DOUBLE STRAP SERVICE CLAMP REQUIRED ON ALL

CONNECTIONS TO PVC WATER MAIN.

ALL 1" THROUGH 2" TAPPING SADDLES SHALL BE SMITH BLAIR #317

OR JCM 406 OR APPROVED EQUAL

MANUAL AIR RELEASE VALVE

(2" OR SMALLER)

NTS

1.25xO.D.

O.D+8" MIN.

1.25xO.D.

O.D+8" MIN.1' - 0" MIN.

0.25XO.D.

4" MIN.

CONCRETE

O.D

0.25XO.D.

MIN.

CONCRETE

CONCRETE

STONE

0.25XO.D.

4" MIN.

0.25XO.D.

4" MIN.

O.D

O.D. + 2'-0"

MAX.

O.D

O.D. + 2'-0"

MAX.

O.D

1'-0" MIN.

8" MIN., I.D. ≤ 21"

12" MIN., I.D. ≥ 24"

0.25XO.D.

MIN.

1' - 0" MIN.

8" MIN., I.D. ≤ 21"

12" MIN., I.D. ≥ 24"

BEDDING/

HAUNCHING MATERAL

NOTES:

1. FOR PVC AND HDPE HAUNCHING/BEDDING MATERIAL

SHALL EXTEND TO 6-INCHES ABOVE THE TOP OF PIPE

PIPE BEDDING

AND HAUNCHING

NTS

CONCRETE CRADLE CONCRETE ARCH

CLASS "B" CLASS "C"

REQUIRED LENGTH OF RESTRAINED JOINT PIPE

FOR DR-18 PIPE

NOTES:

1. RESTRAIN 11.25° BENDS 50% OF LENGTH FOR 22.5° BENDS.

2. ALL VALVES AND FITTINGS SHALL BE RESTRAINED TO THE CONNECTING SECTIONS OF PIPE.

3. ALL ISOLATION VALVES MUST BE PROPERLY ANCHORED OR RESTRAINED TO RESIST A 180

PSI TEST PRESSURE IN EITHER DIRECTION.

4. PIPE SIZES ARE GIVEN IN INCHES.

5. RESTRAINED PIPE LENGTHS ARE GIVEN IN FEET.

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

7. THE RESTRAINING LENGTHS SHOWN IN THESE TABLES ARE BASED ON SOIL CLASSIFICATION SP WITH AWWA TYPE 3 TRENCH CONDITIONS. 180 PSI TEST PRESSURE, 3 FEET OF COVER AND

1.5 FACTOR OF SAFETY. ACTUAL BURY CONDITIONS MUST BE DETERMINED BY THE ENGINEER

OF RECORD AND THE RESTRAINED LENGTHS MODIFIED ACCORDINGLY.

8. RESTRAINED LENGTHS TO BE APPLIED TO PIPELINES PER DETAIL RESTRAINED LENGTHS

FOR PIPE.

RESTRAINED JOINT REQUIREMENTS

FOR PVC PIPE

NTS

RESTRAINED LENGTH RESTRAINED LENGTH

RESTRAINED LENGTH

RESTRAINED LENGTH

RESTRAINED LENGTH

RESTRAINED LENGTH

HORIZONTAL BEND

TEE

REDUCER

CAP OR PLUG

ISOLATION VALVE

RESTRAINED JOINT REQUIREMENTS

TYPICAL LENGTHS

NTS

FIGURE G-8 BAY COUNTY STANDARD DETAILS

FIGURE G-18 BAY COUNTY STANDARD DETAILS

FIGURE W-5 BAY COUNTY STANDARD DETAILS

FIGURE G-17 BAY COUNTY STANDARD DETAILS

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

1962 WEST MAIN STREET

DOTHAN, AL 36301

(334) 677-9431

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COA:

ADDRESS:

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26-58 Deerpoint Potable Water Reconnect 51 of 71

SEDIMENT LADEN RUNOFF

COMPACTED SOIL

TO PREVENT

PIPING TOE OF FABRIC

STAKED AND ENTRENCHED

HAY BALE

BINDING WIRE OR TWINE

FILTERED RUNOFF

NOTE:

LOOSE STRAW SHALL BE

CHINKED BETWEEN BALES TO PROVIDE

A TIGHT JOINT.

4"

FILTER FABRIC

(IN CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

FILTER FABRIC

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

ORIGINAL POST POSITION

POST OPTIONS:

SOFTWOOD 2 12" MIN. DIA.

SOFTWOOF 2" X 4"

HARDWOOD 1 12" X 1 12"

STEEL 1.33 LBS/FT MIN.

SILT FLOW

VE

R

TI

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AL

20°

SECTION

ELEVATION

6' MAX.

3' M

IN

12" MIN.

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

POULTRY MESH OR

TYPE A FENCE FABRIC

FILTER FABRIC

SILT FLOW

20°

8"

POST (OPTIONS: 4" X 4"

OR 3" MIN. DIA. WOOD;

STEEL 1.33 LBS/FT. MIN.)

POULTRY MESH (20 GA.

MIN.) OR A FENCE FABRIC

(INDEX NO. 452 &

SEC. 966 FDOT SPEC.)

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

5' O

R M

O R

E

8"

" M

IN

EXISTING

GROUND

50' STD. LENGTH

(15' MIN WIDTH)

PUBLIC

ROADWAY

FDOT CLASS

3 SYNTHETIC

FILTER FABRIC

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND PUBLIC R.O.W

6" MIN. FDOT

NO. 1 COURSE

CRUSHED

LIMEROCK

SECTION

ELEVATION

10' MAX

STAKED HAY BALE

NTS

FIGURE G-1 BAY COUNTY STANDARD DETAILS

STABILIZED CONSTRUCTION

ENTRANCE

NTS

FIGURE G-6 BAY COUNTY STANDARD DETAILS

TYPE III SILT FENCE

(FDOT INDEX 102)

NTS

FIGURE G-2 BAY COUNTY STANDARD DETAILS

TYPE IV SILT FENCE

(FDOT INDEX 102)

NTS

FIGURE G-3 BAY COUNTY STANDARD DETAILS

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

1962 WEST MAIN STREET

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(334) 677-9431

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26-58 Deerpoint Potable Water Reconnect 52 of 71

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

1962 WEST MAIN STREET

DOTHAN, AL 36301

(334) 677-9431

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C-804Y:

\S ha re d\ 2_

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26-58 Deerpoint Potable Water Reconnect 53 of 71