20260202_TOMOKA_FARMS_SE_EXP_2026_2225.pdf

PDF 25 MB Posted Feb 17, 2026

Attached to: Tomoka Farms Road Landfill Southeast Area Construction Cell I
Solicitation number: 26-B-51IF
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Feb 27, 2026

This document comprises the engineering bid drawings for the Southeast Expansion Area Landfill Cell 1 project for Volusia County's Solid Waste Division in Port Orange, Florida. The project involves the construction of a new Class I landfill cell designed to provide the County with over 100 years of solid waste disposal capacity. The bid drawings, prepared by SCS Engineers (Stearns, Conrad and Schmidt Consulting Engineers, Inc.) and digitally signed by Shane R. Fischer, P.E., include 26 sheets of detailed construction specifications covering site plans, grading plans, leachate collection systems, perimeter berm details, anchor trench specifications, and early landfill gas collection infrastructure. Key technical elements include base and sand grade specifications with elevation controls, a dual-cell design (Cell 1 North and Cell 1 South) with separate sumps, comprehensive leachate collection and detection systems with dual-wall forcemains, 60-mil HDPE geomembrane liners, and early gas extraction systems with side slope collectors and monitoring probes. Construction hours are limited to 7:00 AM to 5:30 PM, Monday through Saturday, with no work permitted on New Year's Day, Thanksgiving, Christmas, or Sundays.

The drawings specify multiple critical requirements including contractor responsibilities for site safety, erosion and sediment control, dewatering management, utility coordination, and protection of existing monitoring wells and survey benchmarks. The contractor must obtain all necessary licenses and permits, provide professional surveying services, and coordinate closely with County personnel regarding construction sequencing, particularly the phasing between Cell 1 North and Cell 1 South. Notable specifications include the installation of FDOT No. 4 non-calcareous gravel, geosynthetic clay liners (GCL), drainage sand layers with minimum 2.1-foot cover, and perforated HDPE collection pipes. The leachate system design includes separate north and south sumps with different elevation specifications, multiple cleanout locations, dual 24-inch riser pipes, and flow meter installations. The project includes construction of a leachate station with reinforced concrete pads and detailed structural reinforcement plans. All work must comply with existing County design standards, Florida Department of Environmental Protection permits, and water management district requirements, with final site restoration including seeding, mulching, and erosion control measures to be completed by the contractor at project conclusion.

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Other files

File	Type	Posted
Tomoka_Farms_Road_Landfill_Southeast_Area_Construction_Cell_I_(Addendum_#5_Revision).pdf	PDF	Mar 23, 2026
Exhibit_T_-_Loading_Arm_Dimensions_Sheet_C07_Detail_19.pdf	PDF	Mar 23, 2026
Exhibit_S_-_CQA_Plan.pdf	PDF	Mar 23, 2026
Exhibit_R_-_Updated_Specification_Section_02776.pdf	PDF	Mar 23, 2026
Exhibit_Q_-_MPIS_Map.pdf	PDF	Mar 23, 2026
Exhibit_P_-_Tierra_Volusia_Geotech_Pond_Area.pdf	PDF	Mar 23, 2026
Tomoka_Farms_Road_Landfill_Southeast_Area_Construction_Cell_I_(Addendum_#3_Revision).pdf	PDF	Mar 9, 2026
Exhibit_O_-_Geotechnical_Report_26-B-51IF.pdf	PDF	Mar 9, 2026
Exhibit_N_-_Plumbing_Site_Plan.pdf	PDF	Mar 4, 2026
Volusia_Bid_Docs_-_CAD.zip	ZIP file	Mar 4, 2026
Tomoka_Farms_Road_Landfill_Southeast_Area_Construction_Cell_I.pdf	PDF	Feb 25, 2026
Exhibit_C_-_Draft_Contract_26-B-51IF.pdf	PDF	Feb 25, 2026
Exhibit_L_-_Technical_Specifications_26-B-51IF.pdf	PDF	Feb 23, 2026
Exhibit_K_-_Structural_Plans_26-B-51IF.pdf	PDF	Feb 23, 2026
Exhibit_J_-_Electrical_Plans_26-B-51IF.pdf	PDF	Feb 23, 2026
Exhibit_I_-_Construction_Plans_Leachate_Pond_26-B-51IF.pdf	PDF	Feb 23, 2026
Exhibit_H_-_Construction_Plans_Landfill_Cell_26-B-51IF.pdf	PDF	Feb 23, 2026
Exhibit_G_-_Bid_Price_Sheet_26-B-51IF.xlsx	XLSX spreadsheet	Feb 23, 2026
Exhibit_F_-_Sales_Tax_Exemption_Procedures.pdf	PDF	Feb 23, 2026
Exhibit_E_-_FDEP_Permit.pdf	PDF	Feb 23, 2026
Exhibit_D_-_Scope_of_Work_26-B-51IF.pdf	PDF	Feb 23, 2026
Exhibit_B_-_Prime_Sub_Contractor_Form_26-B-51IF.xls	XLS spreadsheet	Feb 23, 2026
Exhibit_A_-_Insurance_Requirements_26-B-51IF.pdf	PDF	Feb 23, 2026
TOMOKA_FARMS_LEACHATE_POND_bid_drawings.pdf	PDF	Feb 17, 2026
2400867_Electrical.pdf	PDF	Feb 17, 2026
Technical_Specifications.pdf	PDF	Feb 17, 2026
Tomoka_Rd_LF_Entrance_Imp_161100-013-EI_-_Permit_Name_Revised.pdf	PDF	Feb 17, 2026
2400867_Volusia_Co_Landfill_Loading_Station_Structural_Combined.pdf	PDF	Feb 17, 2026
Scope_of_Work.pdf	PDF	Feb 17, 2026
Bid_Items_Rev._No._1.pdf	PDF	Feb 17, 2026
PRIME-SUB_FORM_for_Contractors_rev._01.15.2025_(lock_before_publishing).xls	XLS spreadsheet	Feb 17, 2026

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LOCATION MAP

SHANE R. FISCHER, P.E.

LICENSE NO. 58026

JEFFREY BROWER

JAKE JOHANSSON

DON DEMPSEY

MATT REINHART

DANNY ROBINS

TROY KENT

DAVID SANTIAGO

GEORGE RECKTENWALD

REGINA MONTGOMERY

TOMOKA FARMS

LANDFILL

NOT TO SCALE

SCS ENGINEERS

SCS PROJECT NO. 09219088.13

BID DRAWINGS

SOUTHEAST EXPANSION AREA

LANDFILL CELL 1

10150 HIGHLAND MANOR DR., SUITE 320

TAMPA, FL 33610

PH. (813) 621-0080 FAX. (813) 623-6757

FLORIDA FIRM REGISTRATION: RY-4892

WWW.SCSENGINEERS.COM

STEARNS, CONRAD AND SCHMIDT

CONSULTING ENGINEERS, INC.

VOLUSIA COUNTY

FEBRUARY 2026

PORT ORANGE, FLORIDA

BOARD OF COUNTY COMISSIONERS:

PROJECT LOCATION

TOMOKA FARMS ROAD

CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

COUNTY CHAIR

AT LARGE REPRESENTATIVE

DISTRICT 1

VICE CHAIR, DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

COUNTY MANAGER

SOLID WASTE DIRECTOR

SHUNZ ROAD

TOM

OKA FARM

S ROAD

INTERSTATE 4

SOLID WASTE AND RECYCLING DIVISION

PUBLIC WORKS DEPARTMENT

BID DRAWINGS

This item has been digitally signed and sealed by Shane R. Fischer, P.E. on the date indicated on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Sheet List Table

SHEET NUMBER SHEET TITLE

01 COVER AND INDEX OF DRAWINGS

02 GENERAL NOTES AND ABBREVIATIONS

03 GENERAL FACILITY AERIAL SITE MAP

04 CELL 1 - AERIAL TOPOGRAPHIC SITE PLAN

05 CELL 1 - BASE GRADES

06 CELL 1 - BASE GRADE SPOTS

07 CELL 1 - BASE GRADE SPOTS CHART

08 CELL 1 - LEACHATE COLLECTION SYSTEM PLAN

09 CELL 1 - SAND GRADES

10 CELL 1 - SAND GRADE SPOTS

11 CELL 1 - SAND GRADE SPOTS CHART

12 CELL 1 - RAIN TARP

13 CELL 1 - SECTION LOCATIONS

14 CELL 1 - SECTIONS I

15 CELL 1 - SECTIONS II

16 CELL 1 - SECTIONS III

17 LEACHATE COLLECTION SYSTEM DETAILS - I

18 LEACHATE COLLECTION SYSTEM DETAILS - II

19 LEACHATE COLLECTION SYSTEM DETAILS - III

20 LEACHATE COLLECTION SYSTEM DETAILS - IV

21 LEACHATE COLLECTION SYSTEM DETAILS - STRUCTURAL

22 PERIMETER BERM AND ANCHOR TRENCH DETAILS

23 CELL 1 - TYPICAL DETAILS

24 CELL 1 - EARLY COLLECTION SITE PLAN

25 CELL 1 - EARLY LFG COLLECTION DETAILS

26 LFG PROBES AND GROUNDWATER MONITORING WELL DETAILS

DRAWING NO.

DATE:

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CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

GENERAL:

1. HOURS FOR CONSTRUCTION: 7:00 AM TO 5:30 PM MONDAY THRU

SATURDAY. CLOSED NEW YEAR'S DAY, THANKSGIVING DAY, CHRISTMAS DAY

AND SUNDAYS.

2. THE CONTRACTOR IS ADVISED THAT NO ACTIVITIES MAY INTERFERE, DISRUPT,

BLOCK, OR OTHERWISE CONFLICT WITH LANDFILL OPERATIONS. IF CONFLICTS

ARE ANTICIPATED, THEY SHALL BE COORDINATED AND APPROVED BY THE

COUNTY AND ENGINEER PRIOR TO DISRUPTION.

3. THE CONTRACTOR SHALL NOT INTERFERE WITH FACILITY OPERATIONS. THE

CONTRACTOR SHALL COORDINATE WITH AND NOTIFY THE OWNER A

MINIMUM OF 48 HOURS IN ADVANCE OF ALL PLANNED UTILITY OUTAGES

AND ROAD CROSSINGS.

4. THE PROJECT SITE IS A SOLID WASTE CLASS I LANDFILL, AS SUCH, CONDITIONS

ARE SUBJECT TO CHANGE WITH TIME. IN PARTICULAR VERTICAL GROUND

ELEVATION SHOULD BE EXPECTED (AND ANTICIPATED) TO VARY FROM THOSE

SHOWN ON THESE DRAWINGS DUE TO ONGOING SUBSIDENCE RESULTING

FROM REFUSE DECOMPOSITION WITHIN THE PROJECT LIMITS. RELATIVE

ELEVATION DIFFERENCES IN EXISTING AND PROPOSED ELEVATIONS SHOWN

ON THE DRAWINGS SHALL BE ADJUSTED ACCORDINGLY AND THE ENGINEER

NOTIFIED. LOCATION OF STRUCTURES SHALL BE PLACED IN ACCORDANCE

WITH HORIZONTAL CONTROLS. VERTICAL PLACEMENT OF STRUCTURES SHALL

BE IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS, OR AS APPROVED

BY THE ENGINEER.

5. SINCE THE PROJECT SITE IS ON A SOLID WASTE CLASS I LANDFILL

COMBUSTIBLE GAS SHOULD BE EXPECTED (AND ANTICIPATED) ESPECIALLY

WHEN EXCAVATING TRENCHES.

6. ANY AND ALL FINES IMPOSED ON THE COUNTY BY ANY REGULATORY AGENCY

DUE TO ACTIONS OF THE CONTRACTOR SHALL BE PAID BY THE CONTRACTOR

AT NO EXPENSE TO THE COUNTY.

7. EXAMINE AREAS FOR CONDITIONS UNDER WHICH WORK IS TO BE

PERFORMED. REPORT IN WRITING TO THE ENGINEER ALL CONDITIONS

CONTRARY TO THOSE SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN AND

ALL OTHER CONDITIONS THAT WILL AFFECT SATISFACTORY EXECUTION OF

WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS

HAVE BEEN CORRECTED. STARTING WORK CONSTITUTES ACCEPTANCE OF

THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. AFTER SUCH

ACCEPTANCE, THE CONTRACTOR SHALL, AT CONTRACTORS EXPENSE, BE

RESPONSIBLE FOR CORRECTING ALL UNSATISFACTORY AND DEFECTIVE WORK

RESULTING FROM SUCH UNSATISFACTORY CONDITIONS.

8. INSTALL TEMPORARY BARRIERS, FENCES, BARRICADES, LIGHTS, WARNING

SIGNS AND OTHER DEVICES NECESSARY TO PROTECT STRUCTURES, UTILITIES,

LANDSCAPING, EXCAVATIONS, AND OTHER ITEMS AS NECESSARY. PROTECT

SURVEY BENCHMARKS AND MONUMENTS FROM DISPLACEMENT.

9. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR

WRITTEN CONSENT OF THE ENGINEER OR COUNTY MAY CAUSE THE WORK

TO BE UNACCEPTABLE AND WILL BE ADJUSTED OR REPAIRED AT THE

CONTRACTOR'S EXPENSE.

10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY LICENSES

AND PERMITS ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT

UNLESS NOTIFIED OTHERWISE IN WRITING BY THE COUNTY.

11. ACTUAL DIMENSIONS AND LOCATIONS MAY VARY BASED ON FIELD

LOCATIONS WITH PRIOR APPROVAL OF THE ENGINEER.

12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN

CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE

DISCOVERED.

13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH EXISTING COUNTY

DESIGN AND CONSTRUCTION STANDARDS UNLESS THOSE STANDARDS

CONFLICT WITH THESE CONTRACT DOCUMENTS IN WHICH CASE THESE

CONTRACT DOCUMENTS SHALL GOVERN. SUCH CONFLICTS SHALL

IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATTENTION.

14. PIPE LENGTHS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED AS

REQUIRED IN THE FIELD, UPON APPROVAL BY ENGINEER.

15. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY

OBSERVED BY THE CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC

PATTERNS ON THE SITE SHALL BE WITHIN THE LIMITS OF CONSTRUCTION.

16. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THERE MAY BE

SOME AREAS OF POSSIBLE UTILITY CONFLICTS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ANY AND ALL

EXISTING UTILITIES ON THIS PROJECT. THE CONTRACTOR SHALL REPAIR ALL

DAMAGE TO EXISTING UTILITIES AT NO ADDITIONAL COST TO THE COUNTY.

17. THE COUNTY AND THE CONTRACTOR WILL COORDINATE ON THE FINAL

BOUNDARIES OF THE CONTRACTOR'S CONSTRUCTION LAYDOWN/STAGING

AREA AND CONTRACTOR'S ACCESS FROM THE AREA TO THE MAIN ROAD AT

THE PRE-CONSTRUCTION MEETING. THE CONSTRUCTION LAYDOWN/STAGING

AREA SHALL BE GRADED TO EXISTING GRADES, SEEDED AND MULCHED AS

REQUIRED UPON COMPLETION OF THE PROJECT PER THE SPECIFICATIONS AT

THE CONTRACTOR'S EXPENSE.

18. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED

WITH THE WORK UNDER THIS CONTRACT AND FOR COMPLIANCE WITH ALL

FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES,

REGULATIONS, AND ORDINANCES, INCLUDING BUT NOT LIMITED BY OSHA

AND THE FLORIDA TRENCH SAFETY ACT. CONTRACTOR SHALL COORDINATE A

SITE SAFETY PLAN WITH OWNER'S PERSONNEL. THE CONTRACTOR SHALL

INCLUDE IN THE TOTAL BID PRICE ALL COSTS FOR COMPLIANCE WITH THESE

REGULATIONS.

19. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND MAINTAINING A

SITE AND PERSONNEL SAFETY PROGRAM TO ADDRESS MONITORING OF THE

WORK WITHIN AND ADJACENT TO THE LANDFILL.

20. EXISTING CONDITIONS FOR THE SOUTHEAST EXPANSION AREA COMPILED

FROM TRC ENGINEERS, INC. DRAWINGS TITLED "SOUTHEAST STORMWATER

MANAGEMENT SYSTEM CONSTRUCTION" DATED JANUARY 2025.

21. GROUND WATER MONITORING WELL LOCATIONS, SURFACE WATER

MONITORING LOCATIONS, AND POTABLE WELL LOCATIONS OBTAINED FROM

HDR ENGINEERING NORTH CELL PHASE III AREA 4 PERMIT MODIFICATION

AND LATERAL EXPANSION DRAWINGS DATED MAY 2, 2018.

22. THE INFORMATION PROVIDED IN THESE PLANS AND REFERENCED IN THE

AVAILABLE SOILS REPORT IS SOLELY TO ASSIST THE CONTRACTOR IN

ACCESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WILL BE

ENCOUNTERED DURING THE COURSE OF WORK. ALL CONTRACTORS ARE

DIRECTED PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATION

THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION

REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND

UPON WHICH THEIR BIDS WILL BE BASED.

EARTHWORK:

1. EXCAVATION IS UNCLASSIFIED AND INCLUDES REMOVAL OF EARTH FILLS,

RUBBLE, AND OTHER MATERIALS ENCOUNTERED IN EXCAVATION AND

GRADING OPERATIONS TO DEPTH AND EXTENT SHOWN ON DRAWINGS OR

SPECIFIED. THE ENGINEER SHALL BE THE FINAL AUTHORITY AND SHALL MAKE

THE FINAL DECISION DURING CONSTRUCTION AS TO THE DEPTH AND EXTENT

TO WHICH MATERIALS MUST BE REMOVED AND REPLACED.

2. LIMIT DIRT, DUST, NOISE AND OTHER OBJECTIONABLE NUISANCES PER

PERMIT REQUIREMENTS.

3. CUT AND FILL SLOPES FOR STRUCTURAL EMBANKMENTS SHALL NOT EXCEED

3 HORIZONTAL TO 1 VERTICAL (3:1). THE CONTRACTOR IS RESPONSIBLE FOR

ALL SHORING AND BRACING DURING CONSTRUCTION.

4. THE COUNTY WILL PROVIDE FOR THE ON-SITE SERVICES OF A CQA INSPECTOR

OR A COUNTY AUTHORIZED REPRESENTATIVE TO TEST MATERIALS AND

MONITOR COMPLIANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS.

5. THE CONTRACTOR WILL AFFORD THESE REPRESENTATIVES ACCESS TO THE

JOB SITE FOR THE PERFORMANCE OF THEIR DUTIES.

6. ALL HANDLING (EXCAVATION, HAULING, STOCKPILING, ETC.) WILL BE

COMPLETED BY THE CONTRACTOR.

7. DEWATERING (AS REQUIRED): PROVIDE AND MAINTAIN DEWATERING OF ALL

SURFACE WATER AND/OR GROUNDWATER AS REQUIRED FOR EXCAVATION.

WHERE GROUNDWATER IS EXPECTED TO BE ENCOUNTERED DURING

BORROW AREA EXCAVATION, INSTALL A DEWATERING SYSTEM TO PREVENT

SOFTENING AND DISTURBANCE OF EXCAVATION, ALLOW BORROW MATERIAL

TO BE EXCAVATED DRY, AND MAINTAIN A STABLE EXCAVATION.

DEWATERING PERMITTING, IF REQUIRED, SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

UTILITIES:

1. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE

ENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN AND IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK PRIOR TO

CONSTRUCTION. ALL DAMAGE MADE TO EXISTING UTILITIES SHALL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL COORDINATION AND

REQUIRED UTILITY COMPANY TEMPORARY PROTECTION SHALL BE AT THE

CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

ENSURE UNINTERRUPTED SERVICE AND REPLACEMENT OF DAMAGED

UTILITIES.

2. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE

VARIOUS UTILITY COMPANIES TO PERMIT THE LOCATION OF EXISTING

UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. CONTACT

UTILITIES NOTIFICATION CENTER AT 811 OR 1-800-432-4770.

SURVEYING:

1. HORIZONTAL DATUM IS BASED ON THE FLORIDA STATE PLANE COORDINATE

SYSTEM (EAST ZONE) NAD 1983 (2011). VERTICAL DATUM IS BASED ON THE

NATIONAL GEODETIC VERTICAL DATUM (NGVD) 1929.

2. SURVEY BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS WILL

BE PROTECTED FROM DAMAGE AND DISPLACEMENT. IF DISTURBED OR

DESTROYED, THEY WILL BE REPLACED BY THE CONTRACTOR AT NO EXPENSE

TO THE COUNTY.

3. ALL REQUESTED SURVEY DATA MUST BE PROVIDED TO THE ENGINEER IN

FLORIDA STATE PLANE COORDINATES AND BE SIGNED AND SEALED BY A

STATE OF FLORIDA LICENSED SURVEYOR.

4. THE CONTRACTOR SHALL PROVIDE A PROFESSIONAL SURVEYOR AND MAPPER

LICENSED IN FLORIDA TO ESTABLISH THE CONSTRUCTION SITE LAYOUT,

PERFORM TOPOGRAPHIC SURVEYS, AND PERFORM ALL OTHER REQUIRED

SURVEYING SERVICES.

5. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES,

STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST

INFORMATION AVAILABLE AT THE TIME OF PREPARING THESE PLANS. BEFORE

CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATIONS,

ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES,

AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS)

AFFECTING THEIR OWN WORK.

6. THE CONTRACTOR SHALL PROVIDE A PROFESSIONAL LAND SURVEYOR

LICENSED IN FLORIDA TO ESTABLISH THE CONSTRUCTION SITE LAYOUT,

PERFORM TOPOGRAPHIC SURVEYS, AND PERFORM ALL OTHER REQUIRED

SURVEYING SERVICES.

7. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE

CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS

THAT MAY BE ENCOUNTERED DURING THE COURSE OF WORK. BEFORE

BIDDING, ALL CONTRACTORS ARE DIRECTED TO CONDUCT WHATEVER

INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN

CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL BE

ENCOUNTERED, AND UPON WHICH THEIR BIDS SHALL BE BASED.

8. TOPOGRAPHIC SURVEY WAS COMPLETED ON MAY 21, 2024, BY INGENAE.

EROSION AND SEDIMENT CONTROL:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE EROSION CONTROL PLAN. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY AT

THE END OF EACH WORKING DAY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE

PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON

THE EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO

ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL

REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR THE SEQUENCE AND TIMING OF ALL EROSION

AND SEDIMENT CONTROL MEASURES.

1. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AS A FIRST STEP

BEFORE ANY LAND-DISTURBING ACTIVITIES TAKE PLACE TO MEET THE

EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT.

2. INSTALL EROSION AND SEDIMENT CONTROL AS NECESSARY TO PREVENT

SEDIMENTATION AND DAMAGE FROM STORMWATER RUNOFF TO ADJACENT

AREAS.

3. CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ANY EROSION

AND SEDIMENT CONTROL DAILY AND FOLLOWING EACH MEASURABLE RAIN

EVENT AS DEFINED BY NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM RULES AND REGULATIONS.

4. CONTRACTOR SHALL MONITOR DOWNSTREAM CONDITIONS THROUGHOUT

THE CONSTRUCTION PERIOD, CLEARING ANY DEBRIS AND SEDIMENT

RESULTING FROM CONSTRUCTION.

5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE

INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.

6. EROSION CONTROL FENCING MUST MEET THE REQUIREMENTS OF THE

DEPARTMENT OF TRANSPORTATION, STATE OF FLORIDA STANDARD

SPECIFICATIONS. EROSION CONTROL MEASURES WILL BE MAINTAINED AT

ALL TIMES.

7. AREAS DISTURBED BEYOND THE LIMITS OF CONSTRUCTION SHALL BE

RE-SODDED AT NO COST TO THE COUNTY OR ENGINEER.

8. THE CONTRACTOR SHALL KEEP ALL SEEDED AND SODDED AREAS WATERED

AND IN GOOD CONDITION UNTIL THE CONTRACTOR HAS RECEIVED FINAL

PAYMENT INCLUDING THE CERTIFICATE OF FINAL COMPLETION AND ALL

SUBCONTRACTOR AFFIDAVITS (FINAL COMPLETION).

9. THE REPAIR OF ANY EROSION OR SOD RELOCATION NECESSARY PRIOR TO

THE SOD BECOMING FIRMLY ROOTED WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

10. BEGIN MAINTENANCE OF SEEDED AND SODDED AREAS IMMEDIATELY AFTER

EACH PORTION IS PLANTED AND CONTINUE UNTIL FINAL ACCEPTANCE.

11. BEFORE BEGINNING WORK, THE CONTRACTOR SHALL PROVIDE

STORMWATER AND EROSION CONTROL PLANS TO PREVENT PONDING AND

CONTROL EROSION AND RUNOFF. NO PONDING OF WATER SHALL BE

ALLOWED. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO

PREVENT EROSION AND SHALL BE RESPONSIBLE FOR ALL WORK, INCLUDING

PROVIDING EQUIPMENT, LABOR, FILL, ETC. NECESSARY TO REMEDIATE

AND/OR RESTORE ALL AREAS IMPACTED BY EROSION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING STORMWATER

RUNOFF, SOLID WASTE, LANDFILL GAS, AND LEACHATE FROM ENTERING OR

IMPACTING THE AREAS OF THE WORK. THE CONTRACTOR SHALL INSTALL

AND MAINTAIN MANAGEMENT AND CONTROL DEVICES INCLUDING

DIVERSION/COLLECTION BERMS, DITCHES, PUMPING STATIONS, SWALES,

LINERS, ETC. TO COMPLY WITH THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS WITHOUT INCREASE IN THE CONTRACT PRICE OR TIME.

13. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER

DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF

CONSTRUCTION AND SHALL USE WHATEVER MEANS NECESSARY TO MANAGE

STORMWATER SUCH THAT THE IMPACT TO CONSTRUCTION IS MINIMIZED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE DUE TO

STORMWATER.

14. THE CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO PROTECT

MONITORING WELLS FROM DAMAGE DURING CONSTRUCTION. THE

CONTRACTOR SHALL REPAIR OR REPLACE MONITORING WELLS DAMAGED

DURING CONSTRUCTION WITH LIKE MATERIALS AND CONSTRUCTION

METHODS AS APPROVED BY THE ENGINEER AND THE FLORIDA DEPARTMENT

OF ENVIRONMENTAL PROTECTION (FDEP) WITHOUT INCREASE IN THE

CONTRACT PRICE OR TIME. THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IMMEDIATELY SHOULD DAMAGE OCCUR TO ANY MONITORING WELLS.

15. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS, CONDITIONS, AND

REQUIREMENTS OF ALL APPLICABLE PERMITS, INCLUDING BUT NOT LIMITED

TO FDEP AND WATER MANAGEMENT DISTRICT PERMITS FOR THE SITE.

DESIGNATION LETTER

INDICATES SECTION

SHEET NUMBER WHERE

SECTION IS TAKEN

INDICATES DIRECTION OF

CUTTING PLANE

SHEET NUMBER WHERE

SECTION IS SHOWN

ABBREVIATIONS:

SEE DETAIL

(DETAIL NAME)

SHEET NUMBER WHERE

DETAIL IS TAKEN

SHEET NUMBER WHERE

DETAIL IS SHOWN

DESIGNATION NUMBER

INDICATES DETAIL

INDICATES WHERE

DETAIL IS TAKEN

G E

N E

R A

L N

S A

N D

A B

B R

E V

O N

09219088.13_NOTES

SECTION AND DETAIL DESIGNATION:

SYMBOLS:

ANCHOR TRENCH

CENTERLINE

CONSTRUCTION QUALITY ASSURANCE

DIAMETER (Ø)

ELEVATION

EXISTING

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA POWER AND LIGHT COMPANY

FEMALE PIPE THREAD

FORCEMAIN

GAS COLLECTION AND CONTROL SYSTEM

GEOSYNTHETIC CLAY LINER

GROUNDWATER MONITORING WELL

HIGH-DENSITY POLYETHYLENE

INSIDE DIAMETER

LEACHATE COLLECTION SYSTEM

LEAK DETECTION SYSTEM

LANDFILL GAS

MAXIMUM

THOUSANDTH OF AN INCH (0.001")

MINIMUM

NORTH AMERICAN DATUM

NORTH AMERICAN VERTICAL DATUM

NATIONAL PIPE THREAD

ON CENTER

OUNCE

OUNCES PER SQUARE YARD

PERFORATED

POUNDS PER SQUARE INCH

PRESSURE TREATED

PROPOSED

QUOD ERAT DEMONSTRANDUM

REINFORCED CONCRETE PIPE

STAINLESS STEEL

STANDARD DIMENSION RATIO

TYPICAL

ULTRAVIOLET

VOLT

EXISTING GROUND WATER

MONITORING WELLSF-MB

W PW-## EXISTING POTABLE WELLS

SOIL BORINGSB-##

SE-# CLUSTER

PROPOSED GROUND WATER

MONITORING WELLS

EXISTING CLUSTER WELLS

GW-XX

PROPOSED FLOW ARROWS

PROPOSED SLOPE ARROWS

0.40%#.##%

PROPOSED CONTROL POINT###

PROPOSED SAND BAGS

PROPOSED GAS EXTRACTION

WELL

PROPOSED ACCESS RISER

PROPOSED AIR ISOLATION VALVE

PROPOSED CONDENSATE

ISOLATION VALVE

PROPOSED CONDENSATE SUMP

PROPOSED DUAL CONDENSATE

CLEANOUT

PROPOSED HEADER/LATERAL

ISOLATION VALVE

PROPOSED SIDE SLOPE

COLLECTOR WELLHEAD

CS-##

EW-##

AV-##

CV-##

V-##

SC-##

SC-## PROPOSED SIDE SLOPE

COLLECTOR RISER

SW-## EXISTING SURFACE WATER

MONITORING WELLS

CQA

DIA.

EL.

EXIST.

FDEP

FDOT

FPL

FPT

GCCS

GCL

GMW

HDPE

I.D.

LCS

LDS

LFG

MAX.

MIL

MIN.

NAD

NAVD

NPT

O.C.

OZ.

OZ/SY

PERF.

PSI

PROPOSED

QED

RCP

S.S.

SDR

TYP.

EXISTING

POND

EXISTING

POND

EXISTING

POND

EXISTING

POND

EXISTING

POND

EXISTING

POND

EXISTING

POND

UNZ R

OAD

TOMOKA FARMS ROAD

EXISTING SCALE HOUSE EXISTING ADMINISTRATION BUILDING

EXISTING EQUIPMENT

MAINTENANCE BUILDING

PROPERTY BOUNDARY

UNZ R

OAD

SW-5

SW-4

SW-2

SW-1

SW-11

SW-3

EXISTING FPL

EASEMENT

EXISTING CITY OF

DAYTONA EASEMENT

SW-21

EXISTING LANDFILL

GAS FLARE FACILITY

EXISTING LEACHATE

EVAPORATION PONDS

PROPOSED

LEACHATE POND

B114

B113

10005

10012

10088

BATEMAN 1

MOUNT MACK

STOCKPILE AREA

B114

B113

SW-4

SW-2

B115

TMW-2A

B5-28

B-5

B5-25

B5-32 B36

TMW-1B

TMW-5B

B5-45

B5-44B5-42 B5-43

B5-37B

B5-22

B5-34

B5-41B

TMW-4A

B5-35

TMW-3A

TMW-4B

TMW-2B

TMW-3B

TMW-5A

TMW-1A

B5-37A

B5-30A

B5-30B

F-MB

MW-100-6

B37-4

B64

B37-10

B38-2 B38-1

B64

B86

B81-4

B37-14 B37-5

B37-12

B37-2

B37-11

B37-8

B37-9

B37-6

B37-13

B37-4

B37-3

B37-1

DRAWING NO.

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET ofF:

\T as k

B id S up po rt \2

_D ra w in gs \D ra w in gs

\E ng in ee rin g

Dr aw in gs

_S P.

dw g

F eb

- 1

pm L ay ou t N am e:

B y:

a br en se l

C S

E N

E E

R S

A R

N S

, C O

N R

A D

A N

D S

C H

T C

O N

S U

G E

N G

E R

N D

M A

N O

R D

S U

T A

M P

A , F

P H

-0

F A

X N

-6

O R

M R

E G

O N

R Y-

FEBRUARY 2026

S O

E A

S T

E X

P A

N S

A R

E A

V O

O U

S O

W A

CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

NOTES:

1. EXISTING BACKGROUND AERIAL FLOWN BY EAGLEVIEW.

IMAGERY ACQUISITION DATED OCTOBER 11, 2024.

SOURCE FLORIDA DEPARTMENT OF TRANSPORTATION.

IMAGE IS USED AS GENERAL REFERENCE TO SITE

FEATURES AND MAY NOT REFLECT THE CURRENT

CONDITIONS AT THE TIME OF CONSTRUCTION.

2. CONTRACTOR SHALL INSTALL AND MAINTAIN

DOWNSTREAM SEDIMENT CONTROL MEASURES AS

NEEDED PER FDOT STANDARD DESIGN REQUIREMENTS.

3. CONTRACTOR SHALL ADD EROSION AND SEDIMENT

CONTROL AS NECESSARY TO PREVENT SEDIMENTATION

AND DAMAGE TO ADJACENT AREAS AND AS SHOWN ON

THE DRAWINGS.

BORROW PIT D

(FLOODED)

EXISTING CLASS I LANDFILL

NORTH CELL

(ACTIVE)

EXISTING CLASS I LANDFILL

SOUTH CELL

(CLOSED

G E

N E

R A

A E

L S

M A

09219088.13_GEN_SP

1" = 500'

0 500250 1,000

LANDFILL ENTRANCE ROAD

LEGEND:

EXISTING EASEMENTS

W PW-## EXISTING POTABLE WELLS

SW-## EXISTING SURFACE WATER

MONITORING WELLS

PROPERTY BOUNDARY

PROPOSED SEA LIMITS

CONTRACTOR

LAYDOWN AND

STAGING AREA

CELL 1

LIMITS

SILT FENCE

XXXXX

EXISTING TIRE AND WHITE GOODS SITE

SURVEY CONTROL POINTS

EXISTING GROUND WATER

MONITORING WELLS

PROPOSED GROUND WATER

MONITORING WELLS

BXXX

EXISTING HOUSEHOLD HAZARDOUS

WASTE COLLECTION CENTER

GROUND WATER MONITORING

WELLS TO BE ABANDONEDXXXX

EXISTING RECYCLING FACILITY

SEE DETAIL

GROUNDWATER MONITORING WELL

PROPOSED SOUTHEAST

EXPANSION AREA

EXISTING CLASS III LANDFILL

(ACTIVE)

O H E

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

15 20

30 31

FUTURE LANDFILL

ACCESS ROAD TIE-IN

(NOT INCLUDED AS

PART OF THIS PROJECT)

FUTURE GRAVEL MAINTENANCE ROAD

(NOT INCLUDED AS PART OF THIS PROJECT)

PERIMETER LANDFILL ACCESS

ROAD. LOCATION PROVIDED BY

TOMOKA FARMS ROAD LANDFILL

SOUTHEAST STORMWATER

MANAGEMENT SYSTEM TRC

PROJECT NO. 572436.0000.0000

SIGNED 1-3-2025 AND UPDATED

7-15-2025 (NOT INCLUDED AS

PART OF THIS PROJECT)

LIMITS OF CELL 1

EXISTING NORTH

SEDIMENT TRAP

TOMOKA FARMS ROAD

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING FPL EASEMENT

EXISTING CITY OF

DAYTONA EASEMENT

B114

B113

DRAWING NO.

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET ofF:

\T as k

B id S up po rt \2

_D ra w in gs \D ra w in gs

\E ng in ee rin g

Dr aw in gs

_E X-

_S W

.d w g F eb

- 1 0:

L ay ou t N am e:

- A

N B y:

a br en se l

C S

E N

E E

R S

A R

N S

, C O

N R

A D

A N

D S

C H

T C

O N

S U

G E

N G

E R

N D

M A

N O

R D

S U

T A

M P

A , F

P H

-0

F A

X N

-6

O R

M R

E G

O N

R Y-

FEBRUARY 2026

S O

E A

S T

E X

P A

N S

A R

E A

V O

O U

S O

W A

CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

1" = 80'

0 8040 160

C E

E R

O G

R A

P H

09219088.13_EX-CON_SW

LIMITS OF CELL 1

LEGEND:

EXISTING UNPAVED ROADS

EXISTING CONTOURS (1' & 5')

EXISTING BUILDING OUTLINES

EXISTING STORMWATER PIPES

EXISTING CONCRETE

EXISTING EASEMENTS

EXISTING CRUSHED LIMEROCK

BASE

EXISTING OVERHEAD UTILITY

LINE

EXISTING GRAVEL ROAD

EXISTING GROUND WATER

MONITORING WELLS

PROPOSED GROUND WATER

MONITORING WELLS

BXXX

33.5+

SD SD SD

O H E

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

ACCESS RAMP

29.0+

+34.0

+32.0

+31.0

+30.0

+28.0

28.0+

28.5+

+30.0

+29.0 +28.0

+31.0

+32.0

33.5+

29.0+

+34.0

+32.0

+31.0

+30.0

+28.0

28.0+

+30.0

+29.0 +28.0

+31.0

+32.0

34.5

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING FPL EASEMENT

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING NORTH

SEDIMENT TRAP

B335

B336

30'

30' 27'

28.5+ 29'

+28.0+28.0

TMW-2A

B5-28

B-5

B5-25

B63-1B63-2B63-2B63-1 B5-32B35-1

B35-2

TMW-1B

TMW-5B

B5-44 B5-42

B5-43

B5-37B

B5-22

B5-34

B5-41B

TMW-4A

B5-35

TMW-3A

TMW-4B

TMW-2B

TMW-3B

TMW-5A

TMW-1A

B5-37A

B5-30A

B5-30B

MW-100-6

DRAWING NO.

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET ofF:

\T as k

B id S up po rt \2

_D ra w in gs \D ra w in gs

\E ng in ee rin g

Dr aw in gs

_B Gs

.d w g F eb

- 1 0:

L ay ou t N am e:

- B

B y:

a br en se l

C S

E N

E E

R S

A R

N S

, C O

N R

A D

A N

D S

C H

T C

O N

S U

G E

N G

E R

N D

M A

N O

R D

S U

T A

M P

A , F

P H

-0

F A

X N

-6

O R

M R

E G

O N

R Y-

FEBRUARY 2026

S O

E A

S T

E X

P A

N S

A R

E A

V O

O U

S O

W A

CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

1" = 80'

0 8040 160

LIMITS OF CELL 1

LEGEND:

EXISTING UNPAVED ROADS

EXISTING CONTOURS (1' & 5')

EXISTING BUILDING OUTLINES

EXISTING CONCRETE

EXISTING EASEMENTS

PROPOSED CONTOURS (1' & 5')###

EXISTING CRUSHED LIMEROCK

BASE

PROPOSED FLOW ARROWS

PROPOSED TEMPORARY ACCESS

ROAD

PROPOSED SLOPE ARROWS

0.40%#.##%

PROPOSED HIGH POINT

EXISTING OVERHEAD UTILITY

LINE

EXISTING GRAVEL ROAD

EXISTING GROUND WATER

MONITORING WELLS

C E

A S

E G

R A

D E

09219088.13_OSC_BGS

PROPOSED GROUND WATER

MONITORING WELLSBXXX

BXXX

OHE OHE OHE

SEE DETAIL

TEMPORARY SEPARATION BERM OPTION

CELL 1 NORTH

CELL 1 SOUTH

GROUND WATER MONITORING

WELLS TO BE ABANDONEDXXXX

AutoCAD SHX Text +29.0

SD SD SD

O H E

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

ACCESS RAMP

0.40%

29.0+

+34.0

+32.0

+31.0

+30.0

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP

OHP OHP OHP

+28.0

28.0+

28.5+

+30.0

+29.0 +28.0

+31.0

+32.0

33.5+

29.0+

+34.0

+32.0

+31.0

+30.0

+28.0

28.0+

+30.0

+29.0 +28.0

+31.0

+32.0

34.5

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING FPL EASEMENT

EXISTING CITY OF

DAYTONA EASEMENT

32.00

34.00

33.00

32.00

34.00

32.00

31.00

34.00

32.00

30.00

34.00

32.00

30.00

34.00

32.00

30.00 17

29.00

33.00

31.00

29.00

28.00

34.00

32.00

30.00

28.00

27.00

34.00

32.00

28.00

34.00

32.00

30.00

28.00 35

26.00

34.00

32.00

30.00

28.00

26.00

25.00

33.00

31.00

29.00

27.00

25.00

34.00

32.00

30.00

28.00

26.00

25.00

24.00

33.00

31.00

29.00

27.00

25.00

24.00

25.00

34.00

32.00

30.00

28.00

26.00

25.00

24.00

25.00

34.00

32.00

30.00

28.00

26.00

25.00

24.00

23.00

24.0082

25.00

33.00

31.00

29.00

27.00

25.00

24.00

23.00

23.00 24.00

25.00

34.00

32.00

30.00

28.00

26.00

24.00100 23.00

23.00

24.00

22.00

23.00

24.00107

25.00

34.00

32.00

30.00

28.00

26.00

28.00

30.00

32.00

34.00

26.00

27.00

28.00

29.00

30.00

29.00

30.00

31.00

30.00

31.00

32.00

33.00

32.00

33.00

34.00

30.00

29.00151

28.00 27.00

27.00

27.00155

27.00156 27.00157

27.00158 27.00159

27.00160 27.00161

27.00

29.00

31.00

33.00

27.00

29.00

31.00

33.00

27.00

33.00

34.00

32.00

31.00

30.00

29.00

28.00

27.00

26.00

25.00

26.00

25.00

26.00

25.00

26.00

26.00209 25.00

25.00211

26.00

24.00213

26.00214 25.00

24.00

25.00

26.00

26.00220 25.00

24.00

25.00

26.00

23.00

24.00229 23.00

23.00

24.00

25.00

26.00

23.00

26.00

28.00

30.00

32.00

34.00

33.00

31.00

29.00

27.00

28.00

29.00

30.00

31.00

32.00

33.00

32.00

31.00

30.00

29.00

28.00268

28.00

30.00

32.00

34.00

28.00

29.00

30.00

31.00

32.00

33.00

34.00

33.00

34.00

34.00292

34.00 293 32.00

31.00

34.00 32.00

30.00298

32.00

34.00

29.00

30.00

32.00

34.00

29.00

31.00

33.00

29.00

30.00

34.00

29.00

31.00

33.00

29.00

30.00

32.00

34.00

29.00

32.00

34.00

29.00

30.00

32.00

34.00

29.00

31.00

33.00

30.00 1

34.00

32.00

25.00

26.00

25.00

EXISTING NORTH

SEDIMENT TRAP

B335

B336

30'

30' 27'

28.5+ 29'

+28.0+28.0

TMW-2A

B5-28

B-5

B5-25

B63-1B63-2B63-2B63-1 B5-32B35-1

B35-2

TMW-1B

TMW-5B

B5-42

B5-43

B5-37B

B5-22

B5-34

B5-41B

TMW-4A

B5-35

TMW-3A

TMW-4B

TMW-2B

TMW-3B

TMW-5A

TMW-1A

B5-37A

B5-30A

B5-30B

MW-100-6

DRAWING NO.

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET ofF:

\T as k

B id S up po rt \2

_D ra w in gs \D ra w in gs

\E ng in ee rin g

Dr aw in gs

_B Gs

.d w g F eb

- 1 0:

L ay ou t N am e:

- B

B y:

a br en se l

C S

E N

E E

R S

A R

N S

, C O

N R

A D

A N

D S

C H

T C

O N

S U

G E

N G

E R

N D

M A

N O

R D

S U

T A

M P

A , F

P H

-0

F A

X N

-6

O R

M R

E G

O N

R Y-

FEBRUARY 2026

S O

E A

S T

E X

P A

N S

A R

E A

V O

O U

S O

W A

CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

PROPOSED CONTOURS (1' & 5')###

PROPOSED CONTROL POINT###

1" = 80'

0 8040 160

LIMITS OF CELL 1

LEGEND:

EXISTING UNPAVED ROADS

EXISTING CONTOURS (1' & 5')

EXISTING BUILDING OUTLINES

EXISTING CONCRETE

EXISTING EASEMENTS

EXISTING CONTOURS FROM TRC

(1' & 5')###

EXISTING CRUSHED LIMEROCK

BASE

PROPOSED FLOW ARROWS

PROPOSED TEMPORARY ACCESS

ROAD

PROPOSED SLOPE ARROWS

0.40%#.##%

PROPOSED HIGH POINT

EXISTING OVERHEAD UTILITY

LINE

EXISTING GRAVEL ROAD

C E

A S

E G

R A

D E

S P

09219088.13_OSC_BGS

EXISTING GROUND WATER

MONITORING WELLS

PROPOSED GROUND WATER

MONITORING WELLS

BXXX

OHE OHE OHE

GROUND WATER MONITORING

WELLS TO BE ABANDONEDXXXX

AutoCAD SHX Text +29.0

Point Table Point #

Elevation

34.00

33.00

32.00

34.00

32.00

31.00

34.00

32.00

30.00

34.00

32.00

30.00

34.00

32.00

30.00

29.00

33.00

31.00

29.00

28.00

34.00

32.00

30.00

28.00

27.00

34.00

32.00

30.00

28.00

34.00

32.00

30.00

28.00

26.00

34.00

32.00

30.00

28.00

26.00

25.00

33.00

31.00

29.00

27.00

25.00

34.00

32.00

30.00

28.00

26.00

25.00

24.00

33.00

31.00

29.00

27.00

25.00

Northing

1741623.84

1741622.60

1741689.79

1741626.00

1741612.43

1741618.42

1741621.95

1741607.07

1741613.07

1741617.91

1741601.72

1741607.71

1741613.71

1741596.37

1741602.36

1741608.35

1741613.86

1741594.01

1741600.01

1741606.00

1741609.82

1741585.67

1741591.66

1741597.65

1741603.64

1741605.77

1741580.31

1741586.31

1741592.30

1741598.29

1741574.96

1741580.95

1741586.95

1741592.94

1741601.73

1741569.61

1741575.60

1741581.59

1741587.58

1741593.58

1741679.98

1741567.25

1741573.25

1741579.24

1741585.23

1741669.76

1741679.79

1741558.91

1741564.90

1741570.89

1741576.88

1741582.87

1741663.70

1741675.28

1741666.74

1741556.55

1741562.54

1741568.53

1741574.52

1741658.00

Easting

626519.29

626496.07

626479.14

626447.33

626306.25

626305.93

626315.81

626206.40

626206.08

626184.28

626106.54

626106.22

626105.90

626006.68

626006.36

626006.05

626052.76

625906.67

625906.35

625906.03

625921.23

625806.97

625806.65

625806.33

625806.02

625789.71

625707.11

625706.79

625706.48

625706.16

625607.26

625606.94

625606.62

625606.30

625658.19

625507.40

625507.08

625506.76

625506.44

625506.11

625499.38

625407.38

625407.06

625406.75

625406.43

625401.91

625401.38

625307.68

625307.37

625307.05

625306.73

625306.42

625302.10

625301.49

625250.74

625207.67

625207.35

625207.04

625206.72

625202.26

Point Table Point #

Elevation

24.00

25.00

34.00

32.00

30.00

28.00

26.00

25.00

24.00

25.00

34.00

32.00

30.00

28.00

26.00

25.00

24.00

23.00

24.00

25.00

33.00

31.00

29.00

27.00

25.00

24.00

23.00

24.00

25.00

34.00

32.00

30.00

28.00

26.00

25.00

24.00

23.00

24.00

25.00

22.00

23.00

24.00

25.00

34.00

32.00

30.00

28.00

26.00

28.00

30.00

32.00

34.00

26.00

Northing

1741658.99

1741669.37

1741670.37

1741548.20

1741554.19

1741560.18

1741566.18

1741572.17

1741652.29

1741653.29

1741664.47

1741665.47

1741542.85

1741548.84

1741554.83

1741560.82

1741566.82

1741646.58

1741647.58

1741653.50

1741659.56

1741660.56

1741540.49

1741546.49

1741552.48

1741558.47

1741641.28

1741642.27

1741643.27

1741653.26

1741654.26

1741655.26

1741532.15

1741538.14

1741544.13

1741550.12

1741556.11

1741635.97

1741636.97

1741637.97

1741647.95

1741648.95

1741649.95

1741641.08

1741654.22

1741657.37

1741660.53

1741636.69

1741650.27

1741663.86

1741677.44

1741691.02

1741730.10

1741729.74

1741729.26

1741728.75

1741728.03

1741731.15

1741736.50

1741741.86

Easting

625202.21

625201.66

625201.61

625107.97

625107.65

625107.34

625107.02

625106.70

625102.43

625102.37

625101.78

625101.73

625008.10

625007.78

625007.45

625007.16

625006.85

625002.58

625002.53

625002.09

625001.89

625001.84

624908.10

624907.78

624907.47

624907.15

624902.72

624902.67

624902.62

624902.09

624902.04

624901.98

624808.40

624808.08

624807.77

624807.45

624807.13

624802.86

624802.81

624802.76

624802.23

624802.18

624802.12

624767.10

624769.40

624772.24

624775.07

624702.69

624701.97

624701.25

624700.53

624699.81

624677.96

624671.36

624664.85

624658.36

624651.98

624697.69

624797.54

624897.40

Point Table Point #

Elevation

26.00

27.00

28.00

29.00

30.00

29.00

30.00

31.00

30.00

31.00

32.00

33.00

32.00

33.00

34.00

30.00

29.00

28.00

27.00

29.00

31.00

33.00

27.00

29.00

31.00

33.00

27.00

33.00

34.00

Northing

1741747.14

1741752.56

1741757.91

1741763.26

1741768.61

1741772.44

1741745.58

1741779.42

1741684.98

1741813.27

1741718.83

1741752.67

1741786.51

1741847.11

1741880.95

1741914.80

1741925.45

1741820.36

1741692.07

1741725.92

1741932.33

1741854.20

1741939.21

1741888.05

1741759.76

1741793.61

1741749.45

1741849.17

1741918.57

1741911.69

1741904.81

1741873.83

1741924.76

1741868.48

1741863.12

1741857.77

1741852.49

1741847.20

1741841.72

1741836.43

1741831.01

1741828.05

1741827.94

1741827.39

1741826.76

1741878.61

1741878.33

1741877.77

1741877.40

1741881.95

1741887.30

1741892.65

1741898.00

1741903.35

1741908.70

1741914.06

1741919.41

1741996.24

1742011.77

1742047.89

Easting

624997.26

625097.11

625196.97

625296.83

625396.68

625468.13

625498.04

625596.39

625701.53

625694.74

625799.88

625898.23

625996.58

625793.09

625891.44

625989.79

625977.93

626094.93

626101.71

626200.06

626106.30

626193.27

626234.67

626291.62

626298.41

626396.76

626445.92

626393.82

625849.57

625721.20

625592.83

625491.29

625488.56

625391.40

625291.54

625191.69

625091.83

624991.97

624892.12

624792.26

624692.40

624637.03

624630.86

624624.81

624618.77

624627.45

624621.44

624615.46

624609.46

624689.71

624789.57

624889.42

624989.28

625089.14

625188.99

625288.85

625388.71

626285.90

626299.85

626283.17

Point Table Point #

Elevation

32.00

31.00

30.00

29.00

28.00

27.00

26.00

25.00

26.00

25.00

26.00

25.00

26.00

25.00

26.00

24.00

26.00

25.00

24.00

25.00

26.00

25.00

24.00

25.00

26.00

23.00

26.00

25.00

24.00

23.00

24.00

25.00

26.00

23.00

26.00

28.00

30.00

32.00

34.00

33.00

Northing

1742069.63

1742019.42

1742042.60

1742062.75

1741937.32

1742055.87

1741960.50

1742048.99

1741983.68

1742042.11

1742006.86

1742035.23

1742030.04

1742028.14

1742018.70

1742029.30

1742012.99

1742024.39

1742014.90

1742007.29

1742008.28

1742018.49

1742019.49

1742001.58

1742002.58

1742013.58

1742014.58

1741995.87

1741996.87

1742008.68

1742009.68

1742001.66

1741990.17

1741991.17

1741992.17

1742002.77

1742003.77

1742004.76

1741984.48

1741985.48

1741986.48

1741997.85

1741998.85

1741999.85

1741988.42

1741978.89

1741979.89

1741980.88

1741981.88

1741991.82

1741992.82

1741993.82

1741994.82

1741984.50

1741984.06

1741984.63

1741984.64

1741984.67

1741985.22

1742090.86

Easting

626229.63

626184.53

626083.17

626101.26

625988.60

625972.90

625887.23

625844.53

625785.86

625716.16

625684.50

625587.79

625583.13

625459.44

625383.45

625382.89

625283.62

625283.01

625210.79

625183.78

625183.72

625183.18

625183.13

625083.94

625083.89

625083.30

625083.26

624984.11

624984.05

624983.43

624983.38

624962.14

624884.27

624884.21

624884.16

624883.60

624883.55

624883.50

624784.43

624784.38

624784.32

624783.72

624783.67

624783.62

624713.49

624684.58

624684.53

624684.47

624684.42

624683.90

624683.84

624683.79

624683.74

624638.73

624629.62

624623.59

624617.56

624611.53

624605.55

624632.60

Point Table Point #

Elevation

31.00

29.00

27.00

28.00

29.00

30.00

31.00

32.00

33.00

32.00

31.00

30.00

29.00

28.00

30.00

32.00

34.00

28.00

29.00

30.00

31.00

32.00

33.00

34.00

33.00

34.00

32.00

34.00

32.00

31.00

34.00

32.00

30.00

32.00

34.00

29.00

Northing

1742090.70

1742090.62

1742090.71

1742092.13

1742097.41

1742102.70

1742107.98

1742113.27

1742118.55

1742123.83

1742129.12

1742134.32

1742039.88

1742073.73

1742107.57

1742141.42

1742175.26

1742080.82

1742209.11

1742114.67

1742245.81

1742337.39

1742303.55

1742269.70

1742235.86

1742202.01

1742168.17

1742150.55

1742161.83

1742172.76

1742183.37

1742193.51

1742197.28

1742202.56

1742207.84

1742213.13

1742218.41

1742223.69

1742228.98

1742234.26

1742235.76

1742296.45

1742330.30

1742373.53

1742383.25

1742392.97

1742400.34

1742389.87

1742393.90

1742388.41

1742380.10

1742383.09

1742377.10

1742370.32

1742377.69

1742371.70

1742363.80

1742366.34

1742372.33

1742337.13

Easting

624638.91

624645.26

624651.68

624678.59

624778.45

624878.31

624978.17

625078.03

625177.89

625277.75

625377.61

625477.47

625582.61

625680.96

625779.31

625877.66

625976.01

626081.14

626074.36

626179.49

626169.52

626067.57

625969.22

625870.87

625772.52

625674.17

625575.82

624675.50

624674.90

624674.32

624673.76

624701.98

624773.16

624873.02

624972.89

625072.75

625172.61

625272.47

625372.33

625472.19

625500.57

625569.04

625667.39

625755.28

625880.49

626005.69

626086.91

625945.55

625964.48

625864.66

625820.41

625764.78

625765.09

625695.26

625664.92

625665.24

625630.08

625565.38

625565.06

625523.75

Point Table Point #

Elevation

29.00

30.00

32.00

34.00

29.00

31.00

33.00

29.00

30.00

32.00

34.00

29.00

31.00

33.00

29.00

30.00

32.00

34.00

29.00

32.00

34.00

29.00

30.00

32.00

34.00

29.00

31.00

33.00

Northing

1742334.12

1742354.99

1742360.98

1742366.97

1742328.84

1742352.63

1742358.62

1742323.55

1742344.27

1742350.26

1742356.25

1742318.27

1742341.91

1742347.90

1742312.99

1742333.55

1742339.55

1742345.54

1742307.70

1742334.08

1742340.18

1742302.42

1742322.83

1742328.83

1742334.82

1742298.80

1742273.93

1742281.60

1742289.20

Easting

625466.90

625465.84

625465.53

625465.21

625367.04

625365.83

625365.51

625267.18

625266.13

625265.81

625265.50

625167.32

625166.12

625165.80

625067.46

625066.42

625066.10

625065.78

624967.60

624966.24

624965.92

624867.74

624866.68

624866.36

624866.04

624799.36

624769.11

624768.70

624768.30

DRAWING NO.

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET ofF:

\T as k

B id S up po rt \2

_D ra w in gs \D ra w in gs

\E ng in ee rin g

Dr aw in gs

_B Gs

.d w g F eb

- 1 0:

L ay ou t N am e:

- B

B y:

a br en se l

C S

E N

E E

R S

A R

N S

, C O

N R

A D

A N

D S

C H

T C

O N

S U

G E

N G

E R

N D

M A

N O

R D

S U

T A

M P

A , F

P H

-0

F A

X N

-6

O R

M R

E G

O N

R Y-

FEBRUARY 2026

S O

E A

S T

E X

P A

N S

A R

E A

V O

O U

S O

W A

CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

C E

A S

E G

R A

D E

S P

C H

A R

09219088.13_OSC_BGS

SD SD SD

O H E

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

ACCESS RAMP

29.0+

+34.0

+32.0

+31.0

+30.0

+28.0

28.0+

28.5+

+30.0

+29.0 +28.0

+31.0

+32.0

33.5+

29.0+

+34.0

+32.0

+31.0

+30.0

+28.0

28.0+

+30.0

+29.0 +28.0

+31.0

+32.0

34.5

10" PERFORATED PIPE

CELL 1 NORTH SUMP

TOP EL. = 26'

BOTTOM EL. = 23'

CELL 1 SOUTH SUMP

TOP EL. = 25'

BOTTOM EL. = 22'

LEACHATE

COLLECTION PIPE

CLEANOUT NO. 2

LEACHATE

COLLECTION PIPE

CLEANOUT NO. 1

LEACHATE

FORCEMAIN

LIFT STATION

LEACHATE FORCEMAIN

LEACHATE COLLECTION

AND DETECTION

SYSTEM RISER PIPES

LEACHATE COLLECTION

AND DETECTION

SYSTEM RISER PIPES

LEACHATE FORCEMAIN

FMFMFMFMFM

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING FPL EASEMENT

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING NORTH

SEDIMENT TRAP

B335

B336

30'

30' 27'

28.5+ 29'

+28.0+28.0

TMW-2A

B5-28

B-5

B5-25

B63-1B63-2B63-2B63-1 B5-32B35-1

B35-2

TMW-1B

TMW-5B

B5-44 B5-42

B5-43

B5-37B

B5-22

B5-34

B5-41B

TMW-4A

B5-35

TMW-3A

TMW-4B

TMW-2B

TMW-3B

TMW-5A

TMW-1A

B5-37A

B5-30A

B5-30B

MW-100-6

DRAWING NO.

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET ofF:

\T as k

B id S up po rt \2

_D ra w in gs \D ra w in gs

\E ng in ee rin g

Dr aw in gs

_B Gs

.d w g F eb

- 1 0:

L ay ou t N am e:

- L

N S

M P

B y:

a br en se l

C S

E N

E E

R S

A R

N S

, C O

N R

A D

A N

D S

C H

T C

O N

S U

G E

N G

E R

N D

M A

N O

R D

S U

T A

M P

A , F

P H

-0

F A

X N

-6

O R

M R

E G

O N

R Y-

FEBRUARY 2026

S O

E A

S T

E X

P A

N S

A R

E A

V O

O U

S O

W A

CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

1" = 80'

0 8040 160

LIMITS OF CELL 1

LEGEND:

EXISTING UNPAVED ROADS

EXISTING CONTOURS (1' & 5')

EXISTING BUILDING OUTLINES

EXISTING CONCRETE

EXISTING EASEMENTS

EXISTING CONTOURS FROM TRC

(1' & 5')###

EXISTING CRUSHED LIMEROCK

BASE

PROPOSED FLOW ARROWS

PROPOSED TEMPORARY ACCESS

ROAD

PROPOSED SLOPE ARROWS

0.40%#.##%

FM PROPOSED LEACHATE

FORCEMAIN

PROPOSED HIGH POINT

EXISTING OVERHEAD UTILITY

LINE

EXISTING GRAVEL ROAD

C E

E A

C H

C O

O N

S Y

M P

09219088.13_OSC_BGS

SEE DETAIL

CELL 1 - BERM AND ANCHOR TRENCH DETAIL

SEE DETAIL

LCS TRENCH DETAIL

SEE DETAIL

LCS AT TRENCH HIGH POINT DETAIL

SEE DETAIL

LCS TRENCH DETAIL

08 SEE DETAIL

LCS AT TRENCH HIGH POINT DETAIL

SEE DETAIL

LEACHATE CLEANOUT DETAIL

SEE DETAIL

LEACHATE CLEANOUT DETAIL

SEE DETAIL

CELL 1 SOUTH LEACHATE COLLECTION AND

DETECTION RISER PIPING CONNECTION DETAIL

SEE DETAIL

CELL 1 NORTH LEACHATE COLLECTION AND

DETECTION RISER PIPING CONNECTION DETAIL

EXISTING GROUND WATER

MONITORING WELLS

PROPOSED GROUND WATER

MONITORING WELLSBXXX

BXXX

OHE OHE OHE

GROUND WATER MONITORING

WELLS TO BE ABANDONEDXXXX

SEE DETAIL

CELL 1 - BERM AND ANCHOR TRENCH DETAIL

AutoCAD SHX Text +29.0

SD SD SD

O H E

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

ACCESS RAMP

29.0+

+34.0

+32.0

+31.0

+30.0

+28.0

28.0+

28.5+

+30.0

+29.0 +28.0

+31.0

+32.0

33.5+

29.0+

+34.0

+32.0

+31.0

+30.0

+28.0

28.0+

+30.0

+29.0 +28.0

+31.0

+32.0

35.1

36.1

34.1

.134 .1

36.1

33.1

32.1

31.1

30.1

29.1

33.1 32.1

34.1 35.1 36.1

32.1

29.1

28.1

29.1

30.1

5.00'

28.1

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING CULVERT

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING EMERGENCY

PERIMETER CHANNEL

SPILLWAY

EXISTING FPL EASEMENT

EXISTING CITY OF

DAYTONA EASEMENT

EXISTING NORTH

SEDIMENT TRAP

B335

B336

30'

30' 27'

28.5+ 29'

+28.0+28.0

TMW-2A

B5-28

B-5

B5-25

B63-1B63-2B63-2B63-1 B5-32B35-1

B35-2

TMW-1B

TMW-5B

B5-44 B5-42

B5-43

B5-37B

B5-22

B5-34

B5-41B

TMW-4A

B5-35

TMW-3A

TMW-4B

TMW-2B

TMW-3B

TMW-5A

TMW-1A

B5-37A

B5-30A

B5-30B

MW-100-6

DRAWING NO.

DATE:

. B Y:

B Y:

Q /A

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CADD FILE:

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FEBRUARY 2026

S O

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P A

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E A

V O

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CAUTION: IF THIS SHEET IS NOT 24"x36" SCALE IS NOT VALID

BID DRAWINGS

1" = 80'

0 8040 160

PROPOSED HIGH POINT

LIMITS OF CELL 1

EXISTING UNPAVED ROADS

EXISTING CONTOURS (1' & 5')

EXISTING OVERHEAD UTILITY

LINE

EXISTING BUILDING OUTLINES

EXISTING CONCRETE

EXISTING GRAVEL ROAD

EXISTING EASEMENTS

EXISTING CONTOURS FROM TRC

(1' & 5')###

EXISTING CRUSHED LIMEROCK

BASE

PROPOSED FLOW ARROWS

PROPOSED TEMPORARY ACCESS

ROAD

PROPOSED SLOPE ARROWS0.40%#.##%

C E

A N

D G

R A

D E

09219088.13_OSC_BGS

EXISTING GROUND WATER

MONITORING WELLS

PROPOSED GROUND WATER

MONITORING WELLSBXXX

BXXX

OHE OHE OHE

TEMPORARY SEPARATION BERM PIPE TO BE

REMOVED PRIOR TO COMPLETION OF DRAINAGE

SAND LAYER AND RAIN TARP INSTALLATION

GROUND WATER MONITORING

WELLS TO BE ABANDONEDXXXX

AutoCAD SHX Text +29.0

SD SD SD

O H E

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHE

OHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 27, 2026.