Plans.pdf

PLANS

FOR

CONSTRUCTION PLANS

VICINITY MAP

SCALE: NTS

GENERAL

CIVIL

MECHANICAL

STRUCTURAL

STEVEN KING, PE

NO. 74954

INSTRUMENTATION JEFFREY S. MILLER, PE

NO. 96128

REGISTERED ENGINEERS STATE OF FLORIDA

Black & Veatch Corporation Business License No. F-0794

4210 Metro Parkway, Suite 200 Fort Myers, Florida 33916

Certificate No. 8132

SARASOTA COUNTY, FLORIDA

JANUARY 2026

SARASOTA COUNTY CIP # 88094

CARLTON WELLFIELD REHABILITATION

G-00 OF

100% ISSUED FOR

BID

SARASOTA COUNTY COMMISSIONERS

DISTRICT 1 - TERESA MAST

DISTRICT 2 - MARK SMITH

DISTRICT 3 - TOM KNIGHT

DISTRICT 4 - DR. JOE NEUNDER

DISTRICT 5 - RON CUTSINGER

PROJECT TEAM

OWNER:

SARASOTA COUNTY

1001 SARASOTA CENTER BOULEVARD

SARASOTA, FL, 34240

CONTACT: JEREMY PARKER

941-875-8506

ENGINEER:

BLACK & VEATCH

4210 METRO PARKWAY, SUITE 200

FORT MYERS, FL, 33916

CONTACT: STEVEN KING, P.E.

813-207-7958

UTILITY CONTACTS

MABRY CARLTON WATER TREATMENT PLANT

1255 N MABRY CARLTON PKWY

VENICE, FL 34292

CONTACT: RICHARD BUNN

941-861-1500

SARASOTA COUNTY UTILITIES DEPARTMENT

1001 SARASOTA CENTER BOULEVARD

SARASOTA, FL, 34240

CONTACT: CLIFF HARRISON

941-396-0932

FLORIDA POWER & LIGHT

1253 12TH AVENUE EAST

PALMETTO, FL, 34221

CONTACT: JAMIE PURNELL

386-586-6403

CONSTRUCTION PERMITS:

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION:

APPLICATION TO CONSTRUCT, REPAIR, MODIFY OR ABANDON A WELL

FORM 62-532.900_1 (CONTRACTOR TO OBTAIN)

STORMWATER POLLUTION PREVENTION PLAN

*ALL CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE SARASOTA COUNTY UTILITY

MANUAL DATED 11/16/2023

PREPARED BY

FLORIDA LAW REQUIRES

EXCAVATORS TO NOTIFY

OWNERS OF UNDERGROUND

FACILITIES NO LESS THAN TWO

(2) DAYS PRIOR TO EXCAVATION

SITE LOCATION

SHEET LIST TABLE

G-00 G-01 G-02 C-01 C-02 C-03 C-04 M-01 S-01 I-01 I-02 I-03 I-04

GENERAL - COVER AND SHEET LIST

GENERAL - NOTES

GENERAL - OVERALL SITE MAP AND GENERAL LEGEND

CIVIL - DEMOLITION DETAILS

PERMANENT LAYDOWN AREA DETAIL

CIVIL AND PIPING DETAILS

CIVIL - EROSION CONTROL DETAILS

MECHANICAL - TYPICAL SECTION AND PRODUCTION WELL DETAILS

STRUCTURAL - DETAILS

I&C - LEGEND & ABBREVIATIONS

I&C - WELL FIELD TYPICAL P&ID

I&C - CONTROL BLOCK DIAGRAM AND DETAILS

I&C - FIBER RING TOPOLOGY

This item has been digitally signed and sealed by Steven King and Jeffrey Miller on thee dates indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verifies on any electronic copies.

01-30-2026

King, Steven E.

Digitally signed by King, Steven E.

Date: 2026.01.30 16:02:03-05'00'

GENERAL NOTES

1. THE INFORMATION PROVIDED IN THESE PLANS IS TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO PRICING PROJECT, TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON

WHICH, PRICING OF THE PROJECT WILL BE BASED.

2. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF REQUIRED AFTER FIELD VERIFICATION, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO

DETERMINE ANY NECESSARY MODIFICATIONS TO NEW WORK.

3. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE NEW WORK.

4. CONTRACTOR SHALL FILE THE NOTICE OF INTENT AND COMPLETE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE FDEP NPDES CONSTRUCTION REQUIREMENTS AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL MINIMUM CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR

BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION.

5. CONTRACTOR SHALL INSTALL ALL PIPELINES AT A UNIFORM GRADE BETWEEN ELEVATIONS.

6. THE CONTRACTOR'S OPERATIONS SHALL CONFORM TO THE RULES AND REGULATIONS OF OSHA AND THE STATE

CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION AND TRENCHING.

7. WHERE SPECIAL EXCAVATION ZONES ARE REQUIRED FOR THE WORK, CONTRACTOR SHALL INSTALL EXCAVATION SUPPORT SYSTEMS TO PROTECT EXISTING PIPES OR STRUCTURES. CONTRACTOR TO VERIFY EXACT LOCATION AND MATERIAL OF EXISTING PIPES WITHIN THE EXCAVATION ZONE. THE SYSTEM SHALL BE DESIGNED AND SEALED BY A

FLORIDA REGISTERED ENGINEER IN GOOD STANDING AND SHALL BE SUBMITTED FOR RECORDS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES AS A RESULT OF CONTRACTOR'S OPERATIONS AND SHALL HAVE ON SITE SUFFICIENT MATERIALS AND EQUIPMENT TO IMMEDIATELY

REPAIR AND DAMAGE TO EXISTING FACILITIES.

9. ALL NEW VALVES BEING INSTALLED SHALL REMAIN CLOSED DURING CONSTRUCTION. DO NOT CONNECT ANY

PROPOSED WATER MAIN TO ANY EXISTING WATER MAIN UNLESS CLEARED BY UTILITIES.

10. ALL BELOW GRADE PIPING SHALL HAVE A MINIMUM COVER OF 36 INCHES, UNLESS OTHERWISE NOTED.

11. ALL BELOW GRADE PIPING CONNECTIONS TO TRANSMISSION LATERALS SHALL HAVE RESTRAINED JOINTS.

12. PIPE DEFLECTION SHALL NOT BE GREATER THAN 50% OF MANUFACTURERS RECOMMENDED DEFLECTION.

13. THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT ADVERSELY IMPACT EXISTING DRAINAGE SYSTEMS. IF DRAINAGE SYSTEMS ARE AFFECTED DURING THE WORK, THEY SHALL BE TEMPORARILY RECONFIGURED TO MAINTAIN EFFICIENT SURFACE WATER DRAINAGE AND PREVENT ANY REDUCTION IN DRAINAGE CAPACITY. ALL WORK MUST COMPLY WITH THE REQUIREMENTS OF THE APPROVED STORMWATER POLLUTION PREVENTION PLAN

(SWPPP) FOR THE PROJECT.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FROM THE SOUTHWEST FLORIDA

WATER MANAGEMENT DISTRICT IF NECESSARY.

15. WELLS TO BE CONSTRUCTED ACCORDING TO AWWA A100, LATEST EDITION. WELLS SHALL BE DISINFECTED PER AWWA

STANDARDS.

16. ALL PIPE AND FITTINGS SHALL CARRY THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL FOR POTABLE WATER APPLICATIONS. ANY MATERIALS TO BE IN CONTACT WITH THE RAW WATER SHALL ALSO BE APPROVED FOR USE

BY NSF.

17. WHERE THE WORK IS IN PROXIMITY OF EXISTING UTILITIES, CONTRACTORS SHALL MAINTAIN VERTICAL AND HORIZONTAL SEPARATION PER FDEP SEPARATION REQUIREMENTS FOR RAW WATER LINES NEAR POTABLE, SANITARY, OR STORM LINES WHICH MAY BE PRESSURE, GRAVITY, OR VACUUM.

18. THE CONTRACTOR SHALL PREPARE A SITE SPECIFIC SURVEY AND AN AS-BUILT DRAWING FOR EACH REHABILITATED PRODUCTION WELL (16 IN TOTAL) AS A PART OF THE CONSTRUCTION SCOPE. THESE DRAWINGS MUST INCLUDE THE GENERAL WELL CONFIGURATION AND ALL SITE-SPECIFIC DETAILS, SUCH AS THE CONNECTION FROM THE WELL TO THE TRANSMISSION MAIN, PIPING ELEVATIONS, VALVES, WELLHEADS, ELEVATION CHANGES, AND CONCRETE PEDESTALS.

19. THE CONTRACTOR SHALL MAINTAIN REDLINED DRAWINGS FOR THE WORK ACCURATELY SHOWING ANY DEVIATIONS. A COPY OF THESE REDLINED DRAWINGS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO SUBSTANTIAL COMPLETION

AND PRIOR TO REQUESTING FDEP CLEARANCE FOR SERVICE.

20. COORDINATES INDICATED ON THE DRAWINGS ARE STATE PLANE COORDINATE SYSTEM, FLORIDA WEST ZONE, NORTH AMERICAN DATUM 2011 (NAD 83). ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD 88).

21. CONTRACTOR LAYDOWN AREA IS LOCATED AT EACH PRODUCTION WELL, ENCLOSED BY AN EXISTING FENCE.

CONTRACTOR TO TEMPORARILY REINFORCE SECURITY OF EACH WELL AND INCORPORATE NO TRESPASSING SIGNS DURING CONSTRUCTION. IF THE EXISTING PERMANENT FENCE CONFLICTS WITH THE RAW WATER TRANSMISSION MAN

(RWTM) CONNECTION, TEMPORARILY REMOVE AND REINSTALL AT THE END OF THE PROJECT.

22. STANDARD HOURS OF WORK ARE 8 AM TO 5 PM MONDAY-FRIDAY, AFTER HOURS WORK NEED TO BE APPROVED IN

ADVANCE BY THE OWNER.

23. CONTRACTOR TO COORDINATE CONSTRUCTION SCHEDULE WITH ON SITE FIRE MITIGATION SPECIALIST TO MINIMIZE

CONSTRUCTION IMPACTS.

24. CONTRACTOR TO CHECK IN/OUT AT THE CARLTON WTP MAIN OFFICE EVERY TIME THEY INGRESS/EGRESS THE

FACILITY.

25. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER; SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS TO BRING CONTRACTOR’S ATTENTION TO SENSITIVE AREAS.

26. ALL PIPING SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS AND SPECIFICATION 02666, AND ALL PIPING SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH AWWA C� 651, LATEST EDITION, AS NOTED IN SPECIFICATION 02675.

27. THE PROJECT SHALL BE CONSTRUCTED IN GROUPS AS NOTED IN THE CONTRACT DOCUMENTS TO ENSURE NECESSARY FLOW REQUIREMENTS PER THE SPECIFICATION ARE MET; PRIOR TO ANY WELL OR PIPELINE BEING PLACED BACK INTO SERVICE, THE SYSTEM MUST BE DISINFECTED, PRESSURE TESTED, AND CLEARED BY THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION.

28. THE CONTRACTOR SHALL DEVELOP A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND APPOINT A DESIGNATED SWPP INSPECTOR FOR THE PROJECT SITE; THE CONTRACTOR SHALL PAY FOR AND FILE A NOTICE OF INTENT TO USE THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMIT AT THE

COMPLETION OF THE PROJECT.

29. THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS; HOWEVER, ALL PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS OR BRACES ARE NOT SHOWN; CONTRACTOR SHALL REFER TO THE SPECIFICATIONS

AND PROVIDE COMPLETE SUPPORT SYSTEMS AS REQUIRED.

30. CONTRACTOR SHALL NOT OPERATE ANY EXISTING VALVES; NECESSARY OPERATION OF EXISTING VALVES SHALL BE

COORDINATED WITH THE OWNER.

31. CONTRACTOR’S OPERATIONS SHALL BE LIMITED TO AREAS IN WHICH WORK IS TO BE PERFORMED; ACCESS TO OTHER

AREAS OF SITE SHALL BE COORDINATED WITH OWNER.

32. OPERATIONS AT THIS FACILITY ARE ONGOING AND, AS SUCH, ANY SHUTDOWNS REQUIRED BY THE WORK MUST BE COORDINATED WITH THE OWNER; OWNER SHUTDOWNS ARE INDICATED ACCORDING TO SPECIFICATIONS.

33. THE CONTRACTOR SHALL MAINTAIN AND REPAIR THE SITE ACCESS ROAD AT ALL TIMES DURING CONSTRUCTION IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

34. ALL TEES, CROSSES, BENDS (HORIZONTAL AND VERTICAL), PLUGS, BURIED PIPING, AND ABOVEGROUND

APPURTENANCES SHALL BE INSTALLED WITH RESTRAINED JOINTS UNLESS OTHERWISE NOTED.

35. CONTRACTOR SHALL NOTE THE WELLFIELD IS KNOWN HABITAT FOR GOPHER TORTOISES; CONTRACTOR SHALL BE REQUIRED TO WORK WITH THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION (FWC) TO COMPLETE THE REQUIRED SURVEY, COMPLETE ANY NECESSARY PERMITTING AND RELOCATE OR OTHERWISE PROTECT THE

TORTOISES PRIOR TO ANY WORK COMMENCING ON SITE.

DEMOLITION NOTES

1. CONTRACTOR SHALL SUBMIT A DETAILED DEMOLITION PLAN INDICATING THE MAJOR DEMOLITION ACTIVITIES, PLANNED DATES, OWNER COORDINATION REQUIREMENTS, PERMIT REQUIREMENTS (IF ANY), AND ANY SPECIAL

PLANNING CONSIDERATIONS THAT REQUIRE COORDINATION WITH THIRD-PARTIES.

2. INCLUDES SALVAGE OF MATERIALS AND EQUIPMENT AS SPECIFIED IN DRAWINGS OR SPECIFICATIONS.

3. REQUIRES COORDINATION WITH THE OWNER TO ENSURE MINIMAL INTERFERENCE WITH OPERATIONS AND SAFETY OF

ACCESSIBLE AREAS DURING DEMOLITION ACTIVITIES.

4. BLASTING IS GENERALLY NOT PERMITTED UNLESS EXPLICITLY STATED.

5. REMOVAL INCLUDES ALL ACCESSORIES, PIPING, SUPPORTS, AND ASSOCIATED DEVICES UNLESS OTHERWISE DIRECTED. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF.

6. MATERIALS NOT REUSED BECOME THE CONTRACTOR'S PROPERTY AND MUST BE DISPOSED OF OR RECYCLED PER

STATE LAWS.

7. PROTECTION MUST BE PROVIDED FOR FACILITIES REMAINING IN OPERATION, AND ANY DAMAGE MUST BE REPAIRED

TO ORIGINAL OR BETTER CONDITION.

8. ITEMS TO BE SALVAGED BY THE OWNER OR CONTRACTOR MUST BE CAREFULLY REMOVED AND STORED TO PREVENT

DAMAGE.

WELLFIELD REHABILITATION CONSTRUCTION SEQUENCE GENERAL NOTES

1. CONTRACTOR TO REHABILITATE WELLS IN PHASES. EACH PHASE BELOW CONSISTS OF WELL DOWNHOLE

REHAB AND SURFACE FACILITIES REHAB WORK.

2. THE CONTRACTOR SHALL REHABILITATE PRODUCTION WELLS IN FOUR SEQUENTIAL PHASES. EACH PHASE SHALL INCLUDE INSTALLATION OF AN ISOLATION GATE VALVE AND VALVE BOX, DOWNHOLE WELL

REHABILITATION, AND REHABILITATION OF ASSOCIATED SURFACE FACILITIES.

3. AT THE START OF EACH PHASE, THE CONTRACTOR SHALL INSTALL A BURIED GATE VALVE AND VALVE BOX TO CONTROL FLOW AND MINIMIZE WELLFIELD SHUTDOWNS. THE GATE VALVE SHALL BE INSTALLED TO ISOLATE

THE WELL PRIOR TO ANY REHABILITATION WORK.

4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL LOCATE, EXCAVATE, AND CONFIRM THE PIPE

LOCATION, MATERIAL, AND DIAMETER.

5. A TOTAL OF FOUR WELLFIELD SHUTDOWNS ARE ANTICIPATED. SHUTDOWNS SHALL BE COORDINATED WITH

THE OWNER AT LEAST THIRTY (30) DAYS IN ADVANCE.

THE REHABILITATION PHASES SHALL BE AS FOLLOWS:

YEAR 1: PHASE 1 AND 2

PHASE 1 – WELLS 22, 60, 38, 39

PHASE 2 – WELLS 30, 31, 32, 33

YEAR 2: PHASE 3 AND 4

PHASE 3 – WELLS 25, 26, 27, 29

PHASE 4 – WELLS 21, 23, 24, 59

6. NO MORE AND NO FEWER THAN EIGHT WELLS SHALL BE REHABILITATED PER YEAR.

7. THE CONTRACTOR SHALL SUBMIT A MONTHLY CONSTRUCTION SCHEDULE FOR APPROVAL BY THE OWNER

AND ENGINEER PRIOR TO STARTING ANY WORK.

8. EXACT SEQUENCING SHALL BE COORDINATED WITH THE OWNER BEFORE BEGINNING EACH PHASE.

CAST-IN-PLACE CONCRETE

1. A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF 4,500 PSI WAS UTILIZED IN THE DESIGN OF STRUCTURAL

REINFORCED CONCRETE. SEE SPECIFICATIONS FOR CONSTRUCTION STRENGTH REQUIREMENTS.

2. THE LOCATION OF ALL CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS, OTHER THAN THOSE SPECIFIED OR SHOWN

ON THE PLANS, SHALL BE ACCEPTABLE TO THE ENGINEER PRIOR TO PLACING CONCRETE.

REINFORCING STEEL

1. ALL REINFORCING BAR SHALL BE GRADE 60, DEFORMED, ASTM A615, UNLESS NOTED OTHERWISE.

2. DIMENSIONS TO REINFORCING BARS ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS THE CLEAR

DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE.

3. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED UNLESS APPROVAL IS OBTAINED FROM THE ENGINEER PRIOR

TO CONSTRUCTION.

4. FOR CONCRETE SLABS THAT HAVE A SLOPING TOP FACE, THE TOP LAYERS OF REINFORCEMENT SHALL BE PLACED ON A

SIMILAR SLOPE SO THAT SPECIFIED COVER IS MAINTAINED.

POST-INSTALLED ANCHORS

1. POST-INSTALLED ANCHORS SHALL INCLUDE ADHESIVE ANCHORS (THREADED RODS, BOLTS OR REINFORCING BARS), EXPANSION ANCHORS, AND UNDERCUT ANCHORS INSTALLED INTO HARDENED CONCRETE OR MASONRY. SEE THE ANCHORAGE IN CONCRETE AND MASONRY SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS.

2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE INDICATED ON THE DRAWINGS, CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE

ANCHORS.

3. CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING STEEL AND OTHER EMBEDDED ITEMS WHEN DRILLING HOLES. REINFORCING BARS SHALL NOT BE DAMAGED DURING DRILLING OR ANCHOR INSTALLATION. HOLES SHALL BE DRILLED AND CLEANED PER THE PRODUCT MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURER'S INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACING

INDICATED IN THE MANUFACTURER'S LITERATURE.

4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED IN THE SPECIFICATION OR INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. PRODUCT ISS-ESR EVALUATION REPORTS SHALL BE INCLUDED WITH THE SUBMITTAL PACKAGE. IF REQUESTED, CALCULATIONS PREPARED BY A REGISTERED PROFESSIONAL ENGINEER USING METHODS AND PROCEDURES REQUIRED BY THE BUILDING CODE MAY BE REQUIRED AS

PART OF THE SUBMITTAL PACKAGE.

5. UNLESS NOTED OTHERWISE, THE MINIMUM EMBEDMENT PROVIDED FOR ADHESIVE ANCHORED REINFORCING BARS SHALL

DEVELOP THE FULL TENSILE STRENGTH OF THE BAR.

6. SPECIAL INSPECTION WILL BE PROVIDED FOR ALL POST-INSTALLED ANCHORS.

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GENERAL

NOTES

SAA

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MM

MM

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

FLORIDA LAW REQUIRES

EXCAVATORS TO NOTIFY

OWNERS OF UNDERGROUND

FACILITIES NO LESS THAN TWO

(2) DAYS PRIOR TO EXCAVATION

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

FLORIDA, NO. 74954, ON

1/30/2026

SP21

STP23

TP26

TP27

TP30

TP31

TP32

TP33

TP38

STP24

SP25

TP29

TP39

SP22R

2025 Microsoft Corporation 2025 Maxar CNES (2025) Distribution Airbus DSCC C Microsoft Bing

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WELL FIELD RD

WATERLINE TRAIL

N M

AB

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C

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O

N

PK

W Y

STOCKADE TRAIL

S POWER LINE TRAIL

SARASOTA COUNTY CARLTON WTP -

CONTRACTOR REPRESENTATIVE TO

CHECK IN/OUT AT MAIN BUILDING

(SEE NOTE 7)

EXISTING CARLTON WTP

ACCESS GATE - CONTRACTOR

TO CHECK IN WITH CARLTON

WTP OPERATOR FOR

INGRESS AND EGRESS

EXISTING CARLTON WTP

ACCESS GATE - CONTRACTOR

TO CHECK IN WITH CARLTON

WTP OPERATOR FOR

INGRESS AND EGRESS

1000' 500' 0 1000' 2000'

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GENERAL

OVERALL SITE MAP AND

GENERAL LEGEND

SAA

KMC

MM

MM

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

SP22R

TP29

TP27

SP25

SP21

STP23

STP24

TP26

TP30

TP31

TP32

TP33

TP38

TP39

1024005.548

1021556.064

1028679.488

1028827.784

1021334.064

1027827.283

1026605.052

1024553.764

1018614.904

1023760.183

1020869.936

1028137.752

1026158.079

1018578.917

1023312.337

1025735.834

LEGEND

PRODUCTION WELL

INGRESS/EGRESS

ACCESS ROAD

550347.266

546920.079

555237.771

557925.496

565073.13

559868.377

561689.213

564164.57

562164.073

544445.225

549565.323

552131.093

550963.423

566388.725

546221.124

547167.052

COORDINATE TABLE

PRODUCTION

WELL NORTHING EASTING

NOTES:

1. THE PROJECT IS LOCATED AT THE T. MABRY

CARLTON WATER TREATMENT PLANT.

1255 N MABRY CARLTON PKWY,

VENICE, FL 34292

2. ROADS SHOWN ARE AVAILABLE FOR

ACCESS TO THE WELLS. CONTRACTOR

SHALL COORDINATE WITH THE OWNER FOR

ACCESS AND DAILY CHECK-INS, AS

REQUIRED BY THE OWNER.

3. CONDITION OF THE EXISTING ACCESS

ROADS SHALL NOT BE WORSENED BY THE

CONTRACTOR'S ACTIVITIES AND SHALL BE

RESTORED SHOULD DAMAGE OCCUR, AS

NOTED BY THE OWNER AND ENGINEER.

4. EXISTING ROAD CONDITIONS ARE UNPAVED.

SECTIONS OF THE ROAD MAY BECOME

FLOODED OR INACCESSIBLE DURING THE

RAINY SEASON. THE CONTRACTOR SHALL

PLAN ACCORDINGLY AND UTILIZE SUITABLE

OFF-ROAD OR HIGH-CLEARANCE VEHICLES

TO ENSURE ACCESS TO THE SITE.

5. CONTRACTOR PARKING SHALL BE LIMITED

TO AVAILABLE LAND ADJACENT TO EACH

WELL WITHOUT OBSTRUCTING TRAFFIC

ACCESS. THE CONTRACTOR IS

RESPONSIBLE FOR RESTORING THE

PROJECT AREA TO IT'S ORIGINAL CONDITION

AND IMPLEMENTING MEASURES TO MINIMIZE

SOIL DISTURBANCE AND EROSION.

6. CONTRACTOR SHALL FOLLOW SECTION

01614 PRODUCT STORAGE AND HANDLING

REQUIREMENTS AND SECTION 01612

PRODUCT DELIVERY REQUIREMENTS FOR

ALL MATERIAL STORAGE. A PERMANENT

LAYDOWN AREA WILL BE PROVIDED NEAR

THE CARTON WATER TREATMENT PLANT,

AND THE CONTRACTOR SHALL COMPLY

WITH ALL SPECIFIED SAFETY AND

PROTECTION MEASURES. TEMPORARY

LAYDOWN AREAS AT PRODUCTION WELLS

SHALL BE LOCATED WITHIN THE EXISTING

CHAIN-LINK FENCE.

7. CONTRACTOR SHALL CHECK IN AND OUT

WITH THE CARLTON WTP OPERATOR UPON

SITE ENTRY AND EXIT.

8. CONTRACTOR’S SUPERINTENDENT SHALL

PROVIDE A DAILY WORK SUMMARY AND

NOTIFY THE WTP OPERATOR IN ADVANCE

OF ANY WELL-RELATED ACTIVITIES,

OUTAGES, ELECTRICAL CONNECTIONS, OR

OTHER OPERATIONAL IMPACTS.

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

EXISTING WELL PHOTOGRAPHIC DETAIL (TYP OF PRODUCTION WELL SP 21

STP 23,STP 24, SP 25, SP 26, TP 27, TP 29, TP 30, TP 31, TP 32, TP 33, TP 38, TP 39, 59, 60)A

EXISTING WELLHEAD PHOTOGRAPHIC DETAIL

(TYP OF PRODUCTION WELL SP22, SP 25, TP 31, TP 39)B

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CIVIL

DEMOLITION DETAILS

SAA

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MM

MM

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

NOTES

SHEET KEYNOTES

1. CONTRACTOR TO COORDINATE WITH OWNER AND EOR

FOR DEMOLITION SCHEDULE.

2. CONTRACTOR TO BE AWARE THAT THERE ARE VARIOUS

WELLHEAD SIZES AND WELL DISCHARGE PIPING SIZES

AND APPURTENANCES. SEE TABLE 2 IN THE TECHNICAL

SPECIFICATIONS FOR SITE SPECIFIC INFORMATION.

3. WELL SITE LAYOUTS AND PIPING CONFIGURATIONS VARY

ACROSS THE EXISTING WELL SITES. THE CONTRACTOR

SHALL PERFORM A SITE VISIT PRIOR TO BIDDING AND

ACKNOWLEDGE ALL VARYING SITE CONDITIONS.

4. EXISTING SUBMERSIBLE PUMPS SHALL BE CAREFULLY

REMOVED, SALVAGED, AND STORED IN OWNER'S WTP.

WELL PUMP REMOVAL AND STORAGE SHALL BE

COORDINATED IN ADVANCE BY THE CONTRACTOR AND

OWNER.

5. EXISTING CONDUCTIVITY METERS SHALL BE SALVAGED

AFTER THE NEW PIPING HAS BEEN INSTALLED.

6. DEMOLITION OF THE EXISTING BURIED WATER MAINS

SHALL NOT STOP AT A JOINT, IF POSSIBLE. THE EXISTING

PIPING SHALL BE CUT TO MAKE A PLAIN END,

APPROXIMATELY 5 FEET OR MORE FROM AN EXISTING

JOINT, TO ALLOW ROOM FOR THE RESTRAINED COUPLING

ADAPTERS TO BE INSTALLED.'

7. LOCATIONS, DEPTHS, SIZE, AND MATERIAL OF EXISTING

UNDERGROUND UTILITIES ARE APPROXIMATE AND ARE

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL FIELD-VERIFY ALL LOCATIONS,

DEPTHS, SIZE, AND MATERIAL BEFORE ORDERING

MATERIALS AND BEGINNING WORK.

8. WELL CASING SHALL REMAIN SEALED AT ALL TIMES

EXCEPT WHEN THE WELL PUMP IS BEING REMOVED OR

INSTALLED.”

9. CONTRACTOR SHALL VERIFY WITH THE OWNER AND RPR

PRIOR TO BEGINNING DEMOLITION FOR ALL PHASES, IN

CASE A PUMP/MOTOR IS TO BE SALVAGED AND REUSED.

THERE IS A CHANCE NOT ALL WELLS AND PUMPS WILL BE

REPLACED. CONTRACTOR TO VERIFY.

1. DEMOLISH EXISTING PIPING AND VALVES AT ALL 16 WELLS.

THIS DEMO WORK INCLUDES ALL ABOVE-GRADE PIPING

AND VALVES AND APPURTENANCES AT EACH WELL, AS

WELL AS BELOW-GRADE PIPING UP TO THE FIRST BURIED

FITTING (UP TO THE CONNECTION POINT TO THE EXISTING

RAW WATER LATERAL) (SEE MECHANICAL DWG).

2. DEMOLISH EXISTING WELLHEAD. WELL SHALL REMAIN

SECURE AT ALL TIME TO PREVENT ARTESIAN CONDITIONS.

3. DEMOLISH EXISTING PIPE SUPPORTS. AFTER NEW PIPE

SUPPORTS ARE INSTALLED, REPAIR SLAB TO

PRE-CONSTRUCTION CONDITIONS OR BETTER

4. EXISTING POWER WIRES, LIGHT POLES, POWER PANELS,

INSTRUMENTATION PANELS, FIBER TERMINATION

CONNECTIONS TO REMAIN AND BE PROTECTED IN-PLACE.

5. EXISTING CONCRETE PEDESTAL TO BE DEMOLISHED.

6. PROTECT WELL SITE FENCING IN PLACE TO THE MAXIMUM

PRACTICAL EXTENTS. (SEE GENERAL NOTE 19).

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

PROPOSED SITING

FOR RPR TRAILER

(SEE NOTE 1)

EXISTING POTABLE

WATER TIE IN POINT

FOR RPR TRAILER

(SEE NOTE 1)

EXISTING

TRANSFORMER POWER

FEED FOR RPR TRAILER

(SEE NOTE 3 AND 4)

PERMANENT

LAYDOWN AREA

(SEE NOTE 5)

COVERED

PERMANENT

LAYDOWN AREA

(SEE NOTE 5 AND 6)

PROPOSED

ADDITIONAL

CONTRACTOR

AND RPR

PARKING (SEE

NOTE 1)

T. MABRY CARLTON

WATER TREATMENT

FACILITY

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PERMANENT LAYDOWN

AREA DETAIL

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GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE TRAILER PLACEMENT

WITH SARASOTA COUNTY PRIOR TO MOBILIZATION.

CONTRACTOR IS ADVISED THAT A CONCURRENT PROJECT

WILL BE ACTIVE ON SITE; THEREFORE, ALL MOBILIZATION

ACTIVITIES, MATERIAL STORAGE, AND PARKING

ARRANGEMENTS MUST BE COORDINATED IN ADVANCE

WITH THE OWNER AND OTHER CONTRACTORS.

2. CONTRACTOR SHALL CONNECT TO POTABLE WATER

PIPING USING A TEMPORARY NSF-61 COMPLIANT HOSE

AND PROVIDE ALL NECESSARY PIPING, FITTINGS, AND

COMPONENTS TO SUPPLY WATER TO THE TRAILER.

CONTRACTOR SHALL INSTALL A FLOW METER AND

RECORD WEEKLY WATER USAGE, REPORTING TOTALS TO

THE OWNER.

3. CONTRACTOR SHALL PROVIDE A TEMPORARY POWER

SUPPLY AND CONNECT TO THE EXISTING TRANSFORMER.

ALL TIE-INS MUST BE COORDINATED WITH THE OWNER

AND POWER PROVIDER IN ADVANCE TO PREVENT

OPERATIONAL DISRUPTIONS.

4. CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 14

DAYS PRIOR AND SUBMIT A DETAILED ELECTRICAL TIE-IN

PLAN FOR REVIEW AND APPROVAL BEFORE SCHEDULING

ANY WORK. TEMPORARY ELECTRICAL MINING CABLE

SHALL BE ROUTED IN COMPLIANCE WITH NEC SAFETY

STANDARDS, CLEARLY IDENTIFIED WITH MARKERS, AND

PROTECTED BY BARRIERS.

5. CONTRACTOR SHALL FOLLOW SECTION 01614 PRODUCT

STORAGE AND HANDLING REQUIREMENTS AND SECTION

01612 PRODUCT DELIVERY REQUIREMENTS FOR ALL

MATERIAL STORAGE.

6. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE

COVERED PERMANENT LAYDOWN AREA WITH CARLTON

WTP OPERATIONS IN ADVANCE TO PREVENT ANY

DISRUPTION TO PLANT OPERATIONS. CONTRACTOR SHALL

SUBMIT A STORAGE PLAN PRIOR TO IMPLEMENTATION,

INCLUDING FOOTPRINT, DURATION, AND PROTECTIVE

MEASURES FOR SPECIALIZED EQUIPMENT.

7. CONTRACTOR SHALL AVOID DISRUPTION TO WTP

OPERATIONS DURING INGRESS, EGRESS, AND MATERIAL

TRANSPORT WITHIN THE WTP PERIMETER.

8. ACTIVITIES SHALL BE LIMITED TO EXISTING ROADWAYS

AND LIMITED AREAS INCLUDED IN THIS SHEET.

CONTRACTOR SHALL DOCUMENT EXISTING SITE

CONDITIONS PRIOR TO MOBILIZATION AND RESTORE ALL

UTILIZED AREAS TO PRE-DISTURBED CONDITIONS,

INCLUDING SODDING, STABILIZATION, AND OTHER

NECESSARY MEASURES.

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

LEGEND

PERMANENT LAYDOWN AREA

COVERED PERMANENT LAYDOWN AREA

PROPOSED SITING FOR RPR TRAILER

PROPOSED ADDITIONAL PARKING FOR

CONTRACTOR AND RPR

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

TABLE A PRODUCTION WELL EXISTING PIPE SIZING TABLE

NOTE:

SET VALVE BOX SO AS TO RESERVE 1/2 OF

THE ADJUSTMENT LENGTH FOR FUTURE USE.

2-1" DIA,

PICKHOLES

ADJUSTABLE VALVE BOX AND COVER DETAIL

8-1/2"

7-1/2"

6-1/8"

2"

-3

/4 " M

IN

2- 5/

8" 2"

1/

3/8"

3/8"

5-11/16"

8-1/2"

10-3/4"

VA

R

IE

S

5- 1/

2"

5-1/4"

1-5/8"

1/16"

7/32"

1/ 2"

1- 5/

8"

1/ 2"

7-3/8"

5-3/4" 3/8" 3/8"

3/8"

3"2" 1"

3/ 8"

NOTE:

1/8" BRASS PLATE WITH ANCHORS IN

SURFACE OF CONCRETE PROVIDE MINIMUM

OF 4 BRASS ANCHORS, MINIMUM OF 2" LONG.

CHAMFER VALVE

PAD TOP EDGES

BRASS I.D. PLATE

2500 PSI CONCRETE PAD

WITH #10-6"x6" WWF

VALVE PAD DETAILS

24"

12"

4" 1"

VALVE BOX

(SEE DETAIL)

NOTES:

1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.

2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN

SHOWN IN THE TABLE.

3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS

GREATEST LENGTH OF RESTRAINED PIPE.

4. ALL LINE VALVES AND THROUGH RUN OF TEES SHALL BE RESTRAINED.

5. WHERE CONNECTIONS TO EXISTING PIPE IS MADE, CONTRACTOR SHALL CONFIRM

THE EXITING PIPE IS RESTRAINED PER THE ABOVE TABLE, AND IF NOT SHALL

ADD RESTRAINING TO THE EXISTING PIPE PER THE ABOVE TABLE.

6. BASED ON RECORD DRAWINGS, SOME EXISTING FITTINGS ARE SHOWN TO HAVE

THRUST BLOCKS. THRUST BLOCKS SHOULD NOT BE RELIED UPON WHEN DETERMINING

MINIMUM LENGTH TO BE RESTRAINED.

PLUG OR BRANCH

OF TEE

TABLE A PRODUCTION WELL EXISTING PIPE SIZING

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CIVIL AND PIPING DETAILS

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NOTES

1. TABLE A - EXISTING PRODUCTION WELL AND RWTM

LATERAL PIPE SHALL BE USED FOR REFERENCE ONLY.

LOCATIONS, DEPTHS, SIZE AND MATERIAL OF EXISTING

UNDERGROUND UTILITIES ARE APPROXIMATE AND IS

BASED ON THE BEST AVAILABLE INFORMATION,

CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS,

DEPTHS, SIZE AND MATERIAL BEFORE ORDERING

MATERIALS AND BEGINNING WORK.

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

FD

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CIVIL

EROSION CONTROL

DETAILS

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MM

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

WELLHEAD AND PIPING SECTION

1/4" = 1'-0"

16" WELLHEAD PLAN DETAIL 12" WELLHEAD PLAN DETAIL

16" WELLHEAD SECTION DETAIL 12" WELLHEAD SECTION DETAIL

3/4"=1'-0"

6"12" 0 1' 2' 3'

NO SCALE

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

FD

MECHANICAL

TYPICAL SECTION AND

PRODUCTION WELL

DETAILS

SAA

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MM

MM

NOTES

SHEET KEYNOTES

3/4" = 1'-0"

3" = 1'-0"

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

1'-01 2"

1'-5"

DIA. (FIELD VERIFY)

1'-01 2"

1' -0

1 2"

1' -5

D

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1' -0

1 2"

0' -2

" C

LR

TY

P.

3'-6"

3' -6

" 2

0'-2"

TYP

#5@12" O.C. E.F.

#3@6" O.C. U-BARS E.F.

NEW CONC. PEDESTAL, TYP.

STD. LAP TYP.

EXISTING CASING

ACCESS PORT

NEW CONCRETE PEDESTAL

ROUGHEN SURFACE TO

1/4'' AMPLITUDE (TYP)

1'-0" MIN

FIELD

VERIFY

EXISTING FLANGE

2" M

IN

EPOXY DOWELS (TYP)

6" E

M

BE

D M

IN

EXISTING CONCRETE

SLAB ON GRADE

1/2" EXP JT MTL

WITH SEALANT AND

BACKER ROD ALL

AROUND (TYP)

1'-0"

1'-0"

DIA. (FIELD VERIFY)

1'-0"

1' -0

1' -0

D

IA

FI

EL

D V

ER

IF

Y)

1' -0

0' -2

" C

LR

TY

P.

3'-0"

3' -0

" 2

0'-2"

TYP

#5@12" O.C. E.F.

#3@6" O.C. U-BARS E.F.

NEW CONC. PEDESTAL, TYP.

STD. LAP TYP. EXISTING CASING

BUILD UP OR REINFORCE

PIPE AT SUPPORT LOCATIONS

AS NEEDED

1/2" DIAMETER THREADED

ROD ADHESIVE ANCHORS

1" GROUT

3" DIAMETER SCHEDULE 40

STEEL PIPE

1/2" DIAMETER U-BOLT

SEE PLANS FOR PIPE SIZE

MATERIAL AND ELEVATION

5" WIDE PLATE

3/8" THICK FOR ALL AIR PIPE

1/2" THICK FOR LIQUID PIPE

UP TO 20" DIAMETER

1/2" PLATE

TY

P

AS

R

EQ

U

IR

ED

0' -8

SQ

0' -1

/2

TY

P

0' -2

/2

TY

P 0'

-2

/2

TY

P

0' -1

/2

TY

P

0'-5 1/2" MINIMUM FROM EDGE

OF CONCRETE TYPICAL

1/4

1/4

1/

2" M

IN

NOTE:

ALL STEEL MATERIALS SHALL BE HOT-DIP GALVANIZED FOR

EXTERIOR LOCATIONS. VENT HOLES FOR GALVANIZING SHALL

BE THE MINIMUM SIZE NECESSARY. HOLES SHALL BE LOCATED

IN THE BOTTOM BASEPLATE AND ALSO LOCATED IN THE TOP OF

THE PIPE, ADJACENT TO THE CURVED PLATE.

CONCRETE COVER FOR REINFORCEMENT

BEAMS & COLUMNS WALLS & SLABS

LENGTH OF LAPPED SPLICES

FOR REINFORCEMENT (INCHES)

**TOP BARS OTHERS **TOP BARS OTHERS

LOCATION SPECIFIED COVER

BAR

SIZE

UNLESS NOTED OTHERWISE ON THE DRAWINGS

4255#7

122#11

#8

#9

#10

#3 16

#4

#5

#6

#7

#11

#8

#9

#10

#3

#4

#6

#5

* LAP SPLICE LENGTH FOR BARS OF DIFFERENT SIZES SHALL BE THE

GREATER OF THE SMALL BAR LAP LENGTH OR 0.75x THE LARGER BAR

LAP LENGTH.

** TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF

CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. HORIZONTAL BARS

IN WALLS ARE TO BE PROVIDED WITH LAP LENGTHS AS REQUIRED FOR

TOP BARS. VERTICAL BARS MAY BE CONSIDERED AS OTHER BARS.

UNFORMED SURFACES ADJACENT TO EXCAVATION................... 3"

SURFACES INSIDE OZONE CONTACTOR STRUCTURES EXPOSED

TO OZONE IN WATER OR AIR.......................................................... 3"

FORMED SURFACES THAT ARE SUBMERGED, AND FORMED

OR TOP SURFACES EXPOSED TO WEATHER, SATURATED

AIR, OR EARTH................,................................................................. 2"

OTHER LOCATIONS:

SLABS..............................................................................................1 1/2"

#5 AND LARGER.......................................................................... 1 1/2"

#4 AND SMALLER......................................................................... 1"

NOTES:

1. COVER IS MEASURED TO NEAREST BAR, STIRRUP, TIE, OR

SPIRAL, AS APPLICABLE.

2. TOLERANCES FOR CONCRETE COVER AND THE FABRICATION

AND PLACING OF REINFORCEMENT SHALL CONFORM TO ACI 117.

TOP SURFACES OF SLABS THAT ARE SUBMERGED.................... 3"

UNLESS NOTED OTHERWISE ON THE DRAWINGS

BAR

SIZE

EXISTING CONCRETE

TO BE DEMOLISHED

CONCRETE REPAIR

MATERIAL

EXISTING CONCRETE

FLOOR OR WALL

N O

TE

DEMOLISH EXISTING CONCRETE WITH

CHIPPING HAMMER (30 LB MAX) OR

OTHER APPROVED LIGHT CONCRETE

DEMOLITION TOOLS. PERFORM THIS

OPERATION AFTER EQUIPMENT BASE

REMOVAL. SEE NOTE 2.

1.

2.

NOTES:

DEPTH OF CONCRETE DEMOLITION SHALL BE THE LESSER OF 2" OR THE

DEPTH OF CONCRETE COVER OVER THE EXISTING REINFORCEMENT. DO NOT

DAMAGE EXISTING REINFORCEMENT PARALLEL TO REPAIRED SURFACE.

CARE SHALL BE TAKEN TO AVOID DAMAGING CONCRETE SUBSTRATE DURING

CHIPPING OPERATION.

RECTANGULAR SAW CUT BEYOND

PERIMETER OF CONCRETE TO BE

DEMOLISHED, SEE SPECIFICATION

FOR DEPTH REQUIREMENTS

DEMOLISH EXISTING

REINFORCEMENT TO SAME

LEVEL AS DEMOLISHED

CONCRETE

2" MIN

(TYP)

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STRUCTURAL

DETAILS

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NOTES

1. CONTRACTOR TO DESIGN EQUIPMENT ANCHORAGE.

2. FINAL DIMENSIONS AND LOCATION OF CONCRETE PUMP

PAD TO BE COORDINATED WITH EQUIPMENT SUBMITTALS.

3. CONTRACTOR TO COORDINATE ALL OPENING SIZES AND

LOCATIONS WITH CIVIL AND MECHANICAL DRAWINGS.

4. CONTRACTOR TO COORDINATE ALL EQUIPMENT AND

PUMP LOCATIONS WITH CIVIL AND MECHANICAL

DRAWINGS.

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

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Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

421334

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD,

SARASOTA, FL 34240

16" CASING PIPE PEDESTALA

- 3/4" = 1'-0"

SECTION2

- 1/2" = 1'-0"

12" CASING PIPE PEDESTALB

- 3/4" = 1'-0"

3 INCH DIAMETER STEEL COLUMN PIPE SUPPORTC

- 1" = 1'-0"

4"1

2" 03 4"

GENERAL

1. THE APPLICABLE BUILDING CODE IS INDICATED ON THE LOADING CRITERIA DRAWING.

2. THE REQUIREMENTS INDICATED ON THIS SHEET ARE INTENDED AS A BASIC SUMMARY OF THE MATERIAL AND CONSTRUCTION REQUIREMENTS FOR THE PROJECT. ADDITIONAL , MORE STRINGENT REQUIREMENTS ARE GIVEN IN THE PROJECT DETAIL DRAWINGS AND SPECIFICATIONS.

3. ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION.

4. STRUCTURES MAY BE BUOYANT WHEN EMPTY DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT STRUCTURES AGAINST FLOTATION UNTIL

CONSTRUCTION IS COMPLETE.

5. STRUCTURES MAY BE UNSTABLE UNTIL THEY ARE CONSTRUCTED IN THEIR ENTIRETY. CONTRACTOR IS RESPONSIBLE FOR DESIGNING TEMPORARY STRUCTURAL SUPPORTS TO RESIST WIND LOADS, CONSTRUCTION LOADS, AND ANY OTHER TEMPORARY CONDITIONS THAT MAY OCCUR DURING CONSTRUCTION, IN ORDER TO MAINTAIN STABILITY OF THE CONSTRUCTION WORK, ANCHORS FOR CONTRACTORS TEMPORARY SUPPORT SYSTEMS THAT ATTACH TO CONCRETE OR MASONRY SHALL BE LOCATED TO AVOID DAMAGING EMBEDDED REINFORCEMENT OR

UTILITIES

CAST-IN-PLACE CONCRETE

1. A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF 4,500 PSI WAS UTILIZED IN THE DESIGN OF STRUCTURAL REINFORCED CONCRETE. SEE

SPECIFICATIONS FOR CONSTRUCTION STRENGTH REQUIREMENTS.

2. THE LOCATION OF ALL CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS, OTHER THAN THOSE SPECIFIED OR SHOWN ON THE PLANS, SHALL

BE ACCEPTABLE TO THE ENGINEER PRIOR TO PLACING CONCRETE.

CONCRETE FLOOR OR WALL REPAIR FOLLOWING DEMOLITIOND

- 3" = 1'- 0

REINFORCING STEEL

1. ALL REINFORCING BAR SHALL BE GRADE 60, DEFORMED,

ASTM A615, UNLESS NOTED OTHERWISE.

2. DIMENSIONS TO REINFORCING BARS ARE TO BAR

CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS

THE CLEAR DISTANCE BETWEEN THE BAR AND THE

CONCRETE SURFACE.

3. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED

UNLESS APPROVAL IS OBTAINED FROM THE ENGINEER

PRIOR TO CONSTRUCTION.

4. FOR CONCRETE SLABS THAT HAVE A SLOPING TOP FACE,

THE TOP LAYERS OF REINFORCEMENT SHALL BE PLACED

ON A SIMILAR SLOPE SO THAT SPECIFIED COVER IS

MAINTAINED.

POST-INSTALLED ANCHORS

1. POST-INSTALLED ANCHORS SHALL INCLUDE ADHESIVE

ANCHORS (THREADED RODS, BOLTS OR REINFORCING

BARS), EXPANSION ANCHORS, AND UNDERCUT ANCHORS

INSTALLED INTO HARDENED CONCRETE OR MASONRY. SEE

THE ANCHORAGE IN CONCRETE AND MASONRY

SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS.

2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE

INDICATED ON THE DRAWINGS, CONTRACTOR SHALL

OBTAIN APPROVAL FROM ENGINEER PRIOR TO USING

POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED

CAST-IN-PLACE ANCHORS.

3. CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH

EXISTING REINFORCING STEEL AND OTHER EMBEDDED

ITEMS WHEN DRILLING HOLES. REINFORCING BARS SHALL

NOT BE DAMAGED DURING DRILLING OR ANCHOR

INSTALLATION. HOLES SHALL BE DRILLED AND CLEANED

PER THE PRODUCT MANUFACTURER'S INSTRUCTIONS.

ANCHORS SHALL BE INSTALLED PER THE PRODUCT

MANUFACTURER'S INSTRUCTIONS AT NOT LESS THAN

MINIMUM EDGE DISTANCES AND/OR SPACING INDICATED IN

THE MANUFACTURER'S LITERATURE.

4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN

THOSE LISTED IN THE SPECIFICATION OR INDICATED ON

THE DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR

REVIEW AND APPROVAL. PRODUCT ISS-ESR EVALUATION

REPORTS SHALL BE INCLUDED WITH THE SUBMITTAL

PACKAGE. IF REQUESTED, CALCULATIONS PREPARED BY A

REGISTERED PROFESSIONAL ENGINEER USING METHODS

AND PROCEDURES REQUIRED BY THE BUILDING CODE MAY

BE REQUIRED AS PART OF THE SUBMITTAL PACKAGE.

5. UNLESS NOTED OTHERWISE, THE MINIMUM EMBEDMENT

PROVIDED FOR ADHESIVE ANCHORED REINFORCING BARS

SHALL DEVELOP THE FULL TENSILE STRENGTH OF THE

BAR.

6. SPECIAL INSPECTION WILL BE PROVIDED FOR ALL

POST-INSTALLED ANCHORS.

SEK

SEK

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY STEVEN KING, A

LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

L L

MEANINGS OF IDENTIFICATION LETTERS

INSTRUMENT AND I/O ABBREVIATIONS

I

PIPELINE MATERIAL CODE ABBREVIATIONS

pH

CON

LOR LOCAL-OFF-REMOTE

FI FLOW DIGITAL INDICATOR (LED OR SCREEN)

POWER FAILURE ALARM

LEVEL INDICATOR (LED OR SCREEN)

PRESSURE INDICATOR (LED OR SCREEN)

SPEED INDICATION (LED OR SCREEN)

SPEED CONTROL

RUN COMMAND

STOP COMMAND

GENERAL ALARM EVENT

EVENT INDICATION (LED OR SCREEN)

RUNNING INDICATION

JA

LI

PI

SI

SC

UCR

UCS

YA

YI

YIR

AUTO/MANUALUC

M

RW RAW WATER

FD

421344

INSTRUMENTATION

I&C - LEGEND &

ABBREVIATIONS

KRW

AWR

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

D

FI

LE

PL

O

TT

ED

Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD

SARASOTA, FL 34240

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY JEFFREY S. MILLER,

A LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

FLORIDA, NO. 96128, ON

PL

C

-X X

SC

AD

A H

M I

PL

C

-X X

SC

AD

A H

M I

HS

XXB

LOR

HS

XXA

START

HMS

XXB

STOP

HMS

XXC

RESET

SIC

XX

SPEED

RUN

YLR

XX

FAIL

YAL

XX

ZS

XX

HS

XXA

BYPASS

LI

XX

LEVEL

DRAWDOWN

LI

XX

LEVEL

DRAWDOWN

UC

XX

MANUAL

AUTO/

UCR

XX

CMD

RUN

UCR

XX

CMD

RUN

UCS

XX

CMD

STOP

UCS

XX

CMD

STOP

YA

XXG

FAULT

DRIVE

YA

XXG

FAULT

DRIVE

YI

XXA

REMOTE

IN

YI

XXA

REMOTE

IN

YI

XXB

LOCAL

IN

YI

XXB

LOCAL

IN

YI

XXC

AFD

ON

YI

XXC

AFD

ON

YI

XXD

BYPASS

ON

YI

XXD

BYPASS

ON

YA

XXB

OVERLOAD

MOTOR

YA

XXB

OVERLOAD

MOTOR

SI

XXA

INDICATION

SPEED

SI

XXA

INDICATION

SPEED

SC

XX

CMD

SPEED

SC

XX

CMD

SPEED

YA

XXE

DETECTED

INTRUSION

YA

XXE

DETECTED

INTRUSION

PI

XX

PRESSURE

DISCHARGE

PI

XX

PRESSURE

DISCHARGE

FI

XX

FLOW

DISCHARGE

FI

XX

FLOW

DISCHARGE

JA

XXD

LOSS

PHASE

JA

XXD

LOSS

PHASE

YIR

XX

RUNNING

AFD

YIR

XX

RUNNING

AFD

I

AFD-XX

LE/LT

XX

PG

XX

PIT

XX

VLV-XX

FE

XX

FIT

XX

ZS

XXB

AE

XX

AI

XX

CONDUCTIVITY

DISCHARGE

AI

XX

CONDUCTIVITY

DISCHARGE

VLV-XXVLV-XX

WELL CASING

NOTE 2

FLOW TRANSMITTER

MOUNTED REMOTELY

ON ELECTRICAL RACK

AIT

XX

COND

PLC-XX

NOTE 4

VLV-XX

VLV-XX

SARASOTA COUNTY CARLTON WELL-FIELD

WELL #/ID PUMP ID PIPE SIZE AFD ID PLC PANEL ID F-O PANEL ID LE/LIT TAG PG/PIT TAG FE/FIT TAG AE/AIT TAG

SP21 (DID 1) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

STP23 (DID 3) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

STP24 (DID 4) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

SP22R (DID 57) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

SP25 (DID 5) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP26 (DID 6) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP27 (DID 7) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP29 (DID 8) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP30 (DID 9) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP31 (DID 10) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP32 (DID 11) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP33 (DID 12) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP38 (DID 13) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

TP39 (DID 14) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

59 (DID 59) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

60 (DID 60) p- -RW-DIP AFD- PLC- FO- LE/LIT - PG/PIT - FE/FIT- AE/AIT -

120VAC

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421344

I-02

INSTRUMENTATION

WELL FIELD TYPICAL P&ID

KRW

AWR

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

D

FI

LE

PL

O

TT

ED

Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD

SARASOTA, FL 34240

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY JEFFREY S. MILLER,

A LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

UPS

UPS-XXA

PLC-XX

ESW-XXA

C

AT

CAT6

C

AT

ESW-XXB

FO

FPP-29A

FO

FD

421344

INSTRUMENTATION

CONTROL BLOCK

DIAGRAM AND DETAILS

KRW

AWR

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

D

FI

LE

PL

O

TT

ED

Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD

SARASOTA, FL 34240

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY JEFFREY S. MILLER,

A LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF

EXISTING 24F

UNDERGROUND FIBER

OPTICAL CABLE (TYPICAL)

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1/

/2

6:

:0

AM

421344

I-04

INSTRUMENTATION

FIBER RING TOPOLOGY

KRW

AWR

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

OF

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

D

FI

LE

PL

O

TT

ED

Black & Veatch Corporation

CARLTON WELLFIELD

REHABILITATION

JANUARY 2026

100% ISSUED

FOR BID

SARASOTA COUNTY UTILITIES

1001 SARASOTA CENTER

BOULEVARD

SARASOTA, FL 34240

THIS DRAWING WAS

ORIGINALLY SIGNED AND

SEALED BY JEFFREY S. MILLER,

A LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF