TOMOKA_FARMS_LEACHATE_POND_bid_drawings.pdf

PDF 33 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

BID DRAWINGS SUMMARY

This document comprises bid drawings and technical specifications for the Southeast Expansion Area Landfill Leachate Pond construction project by Volusia County's Solid Waste Division in Port Orange, Florida. The project scope includes the design and construction of a new leachate pond system with supporting infrastructure, including a 72-linear-foot 30-inch reinforced concrete pipe, dual-contained high-density polyethylene forcemain piping (ranging from 8 inches to 10 inches in diameter), three proposed lift stations, a truck loading station with secondary containment, leak detection systems, and over 45,900 linear feet of forcemain pipe routing across the landfill property. The leachate pond features a primary 60-mil and secondary 80-mil geomembrane liner system with geosynthetic clay liner protection, leak detection risers, and subgrade preparation to prevent infiltration. The drawings were prepared by SCS Engineers (Florida Firm Registration RY-4892) and are sealed by Licensed Professional Engineer Robert B. Curtis (License No. 73758), dated February 2026, with construction hours specified as 7:00 a.m. to 5:30 p.m. Monday through Saturday.

The contractor is responsible for all site preparation, utility location and protection, erosion and sediment control implementation, dewatering operations, surveying services, and compliance with landfill operations protocols that prohibit interference with active waste management activities. The project requires strict adherence to horizontal and vertical control standards based on Florida State Plane Coordinates (East Zone) NAD 1983 (2011) and NGVD 1929 datums, with topographic surveys completed in May and December 2024. The contractor must obtain all necessary licenses and permits, provide professional land surveyor services for site layout, maintain temporary barriers and safety controls, coordinate utility outages 48 hours in advance, and assume full responsibility for any regulatory fines imposed due to contractor actions. Additional requirements include development of a comprehensive site safety plan addressing landfill-specific hazards such as combustible gases and ground subsidence, protection of all monitoring wells and existing utilities, and restoration of disturbed areas beyond the construction limits with seeding and sodding at no cost to the County.

View the file

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
2400867_Electrical.pdf	PDF	Feb 17, 2026
20260202_TOMOKA_FARMS_SE_EXP_2026_2225.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

Show all 31

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ta m -fs

\T am pa

\F ile s\

\T as k

Le ac ha te T an ks

\D ra w in gs \E ng in ee rin g Dr aw in gs \C

O N

N D

_C O

dw g

F eb

- 7

:1 3p m L ay ou t N am e:

O F

B y:

a br en se l

LOCATION MAP

ROBERT B. CURTIS, P.E.

LICENSE NO. 73758

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

LEACHATE POND

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

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

C01 COVER AND INDEX OF DRAWINGS

C02 GENERAL NOTES AND ABBREVIATIONS

C03 LEACHATE SITE LOCATION PLAN

C04 LEACHATE POND AND FORCEMAIN

C05 LEACHATE POND

C06 TRUCK LOADING STATION

C07 LEACHATE POND PROFILES

C08 SECTIONS AND PROFILES

C09 PLAN AND PROFILE (1)

C10 PLAN AND PROFILE (2)

C11 PLAN AND PROFILE (3)

C12 PLAN AND PROFILE (4)

C13 PLAN AND PROFILE (5)

C14 PLAN AND PROFILE (6)

C15 SECTION AND DETAILS

C16 DETAILS I

C17 DETAILS II

C18 DETAILS III

P-1 PLUMBING SITE PLAN

P-2 TRUCK ACCESS AREA

P-3 LIFT STATION 1 AREA

P-4 CELL 1

P-5 PLUMBING DETAILS

S-1 TRUCK LOADING STATION FOUNDATION PLAN

S-2 TRUCK LOADING STATION SECTIONS AND DETAILS

S-3 PUMP STATION CONCRETE SLAB

E-1A ELECTRICAL DETAILS, LEGEND, AND NOTES

E-1B ELECTRICAL SPECIFICATIONS

E-2A ELECTRICAL SITE PLAN

E-2B ELECTRICAL SITE PLAN - PROPOSED MEDIUM VOLTAGE UTILITY OH

AND NORTH ROADWAY

E-3A ELECTRICAL PLAN - TRUCK ACCESS

E-3B ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULES - TRUCK

ACCESS

E-3C ELECTRICAL PLAN - EXISTING POND PUMP STATION

E-4A ELECTRICAL PLAN - MAIN LIFT STATION NORTH

E-4B ELECTRICAL RISER AND SCHEDULES - MAIN LIFT STATION NORTH

E-5A ELECTRICAL PLAN - MAIN LIFT STATION SOUTH

E-5B ELECTRICAL PLAN - CELL 1 NORTH PUMP STATION

E-5C ELECTRICAL PLAN - CELL 1 SOUTH PUMP STATION

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

This item has been digitally signed and sealed by Robert B. Curtis, 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.

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

ABBREVIATIONS:

C02

G E

N E

R A

L N

S A

N D

A B

B R

E V

O N

09219088.13_NOTES

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

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.

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

DESIGNATION LETTER

INDICATES SECTION

SHEET NUMBER WHERE

SECTION IS TAKEN

INDICATES DIRECTION OF

CUTTING PLANE

SHEET NUMBER WHERE

SECTION IS SHOWN

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

SECTION AND DETAIL DESIGNATION:

SYMBOLS:

EXISTING GROUND WATER

MONITORING WELLSF-MB

W PW-## EXISTING POTABLE WELLS

SOIL BORINGS

SE-# CLUSTER

PROPOSED GROUND WATER

MONITORING WELLS

EXISTING CLUSTER WELLS

PROPOSED FLOW ARROWS

PROPOSED SLOPE ARROWS

0.40%#.##%

PROPOSED CONTROL POINT###

PROPOSED SAND BAGS

SW-## EXISTING SURFACE WATER

MONITORING WELLS

GW-XX

B-##

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.

AutoCAD SHX Text \\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

OHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

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

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

OHEOHEOHE

OHE

OHEOHEOHE

OHE

O H

OHE

O H

OHEOHEOHE

O H

E O

H E

OHE

OHEOHE

OHE

OHEO

OHE

O H

EOHE

OHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

OHE

O H

E O

H E

O H

30'

VCL_27

5013 5014

1000210005 10006

10012

BATEMAN 1

BATEMAN 2

VCL18-AT

NOTES:

1. MERGED TOPOGRAPHIC SURVEYS ARE PROVIDED BY INGEN AE. FLIGHT

DATED MAY 21, 2024 AND SURVTECH SOLUTIONS, INC. FLIGHT DATED

DECEMBER 30, 2024.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL

EXISTING ABOVE AND UNDERGROUND UTILITIES AND PIPING IN THE

VICINITY OF THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION.

3. OTHER UTILITIES NOT SHOWN ON THESE PLANS MAY BE PRESENT. 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.

4. FPL EASEMENT IS APPROXIMATE AND BASED ON SURVEY DRAWINGS BY

SLIGER MAY 2019.

5. STORMWATER DESIGN PROVIDED BY TRC ENGINEERS, INC. DATED JANUARY

3, 2025.

6. REFER TO THE SEPTEMBER 2024 WATER QUALITY TECHNICAL REPORT

PREPARED BY HDR AND SUBMITTED TO THE FDEP ON AUGUST 12, 2024 FOR

SEASONAL HIGH GROUNDWATER ELEVATION.

7. TOPOGRAPHIC SURVEY OF THE LEACHATE POND AREA IS PROVIDED BY

SLIGER & ASSOCIATES DATED SEPTEMBER 11, 2025.

8. EXCAVATED POND MATERIAL TO BE STOCKPILED AT THE MOUNT MACK

STOCKPILE AREA NORTH OF THE EXISTING LEACHATE EVAPORATION PONDS.

SEE THE SOUTHEAST EXPANSION AREA LANDFILL CELL 1 BID DRAWINGS.

4000 200

1" = 400'

EXISTING CLASS III LANDFILL

(ACTIVE)

EXISTING CLASS I LANDFILL

SOUTH CELL

(CLOSED)

EXISTING CLASS I LANDFILL

NORTH CELL

(ACTIVE)

SOUTHEAST

CELL EXPANSION

PROPOSED ACCESS ROAD

TO BE CONSTRUCTED IN

THE FUTUREPROPOSED MAINTENANCE

ROAD TO BE CONSTRUCTED

IN THE FUTURE

PROPOSED LIFT STATION

PROPOSED TRUCK LOADING STATION

PROPOSED

LEACHATE

POND

PROPOSED LIFT

STATION

PROPOSED FORCEMAIN

FORCEMAIN TO BE CAPPED

FOR FUTURE CONNECTION

WITH BLIND FLANGE

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

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

C03

C H

E L

O C

O N

09219088.13_SITE PLANS & SECTIONS

EXISTING

LEACHATE

EVAPORATION

PONDS

LEGEND:

EXISTING CONTOURS

## EXISTING BUILDING

EXISTING UNPAVED ROAD

UTILITY EASEMENT

PROPOSED LIMEROCK ROAD

OVERHEAD ELECTRICAL LINESOHEOHEOHE

PROPOSED CONTOURS

POWER POLE

PROPOSED FORCE MAIN

EXISTING WATER MAIN

LIMITS OF LEACHATE POND LINER

CONTRACTOR LAYDOWN AND

STAGING AREA

LIGHT POLE

LIMIT OF CONSTRUCTION

CELL 1 NORTH

CELL 1 SOUTH

CONTRACTOR

LAYDOWN AND

STAGING AREA

SURVEY CONTROL POINTS

CONTRACTOR

LAYDOWN AND

STAGING AREA

\\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

NOTES:

1. MERGED TOPOGRAPHIC SURVEYS ARE PROVIDED BY INGEN AE. FLIGHT

DATED MAY 21, 2024 AND SURVTECH SOLUTIONS, INC. FLIGHT DATED

DECEMBER 30, 2024.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL

EXISTING ABOVE AND UNDERGROUND UTILITIES AND PIPING IN THE

VICINITY OF THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION.

3. OTHER UTILITIES NOT SHOWN ON THESE PLANS MAY BE PRESENT. 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.

4. FPL EASEMENT IS APPROXIMATE AND BASED ON SURVEY DRAWINGS BY

SLIGER MAY 2019.

5. STORMWATER DESIGN PROVIDED BY TRC ENGINEERS, INC. DATED JANUARY

3, 2025.

6. REFER TO THE SEPTEMBER 2024 WATER QUALITY TECHNICAL REPORT

PREPARED BY HDR AND SUBMITTED TO THE FDEP ON AUGUST 12, 2024 FOR

SEASONAL HIGH GROUNDWATER ELEVATION.

7. TOPOGRAPHIC SURVEY OF THE LEACHATE POND AREA IS PROVIDED BY

SLIGER & ASSOCIATES DATED SEPTEMBER 11, 2025.

THE LEACHATE LOADING STATION IS TO ACT AS A SECONDARY

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

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

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

OHEOHEOHE

OHE

OHEOHEOHEOHE

O H

E O

H E

O H

OHE

O H

OHE

O H

OHEOHEOHE

OHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

O H

E O

H E

VCL_27

1000210005 10006

10012

VCL18-AT

1" = 200'

0 200100 400

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

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

C04

C H

P O

N D

A N

R C

E M

09219088.13_SITE PLANS & SECTIONS

EXISTING CLASS III LANDFILL

(ACTIVE)

EXISTING CLASS I LANDFILL

SOUTH CELL

(CLOSED)

EXISTING CLASS I LANDFILL

NORTH CELL

(ACTIVE)

SOUTHEAST

CELL EXPANSION

PROPOSED

ROAD

PROPOSED

ACCESS ROAD

PROPOSED

MAINTENANCE ROAD

EXISTING WATER MAIN

PROPOSED MAIN LIFT

STATION SOUTH

(SEE SHEET P-4)

PROPOSED LEACHATE POND

(SEE SHEET C05)

PROPOSED MAIN LIFT

STATION NORTH

(SEE SHEET P-3)

LEGEND:

EXISTING CONTOURS

## EXISTING BUILDING

EXISTING UNPAVED ROAD

UTILITY EASEMENT

PROPOSED LIMEROCK ROAD

OVERHEAD ELECTRICAL LINESOHEOHEOHE

PROPOSED CONTOURS

POWER POLE

PROPOSED FORCE MAIN

EXISTING WATER MAIN

LIMITS OF LEACHATE POND LINER

CONTRACTOR LAYDOWN AND

STAGING AREA

LIGHT POLE

PROPOSED LANDFILL

(SEE LANDFILL SET)

LIMIT OF CONSTRUCTION

SURVEY CONTROL POINTS

\\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

OHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

VCL_2710012

NOTES:

1. MERGED TOPOGRAPHIC SURVEYS ARE PROVIDED BY INGEN AE. FLIGHT

DATED MAY 21, 2024 AND SURVTECH SOLUTIONS, INC. FLIGHT DATED

DECEMBER 30, 2024.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL

EXISTING ABOVE AND UNDERGROUND UTILITIES AND PIPING IN THE

VICINITY OF THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION.

3. OTHER UTILITIES NOT SHOWN ON THESE PLANS MAY BE PRESENT. 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.

4. FPL EASEMENT IS APPROXIMATE AND BASED ON SURVEY DRAWINGS BY

SLIGER MAY 2019.

5. STORMWATER DESIGN PROVIDED BY TRC ENGINEERS, INC. DATED JANUARY

3, 2025.

6. REFER TO THE SEPTEMBER 2024 WATER QUALITY TECHNICAL REPORT

PREPARED BY HDR AND SUBMITTED TO THE FDEP ON AUGUST 12, 2024 FOR

SEASONAL HIGH GROUNDWATER ELEVATION.

7. TOPOGRAPHIC SURVEY OF THE LEACHATE POND AREA IS PROVIDED BY

SLIGER & ASSOCIATES DATED SEPTEMBER 11, 2025.

8. THE LEACHATE LOADING STATION IS TO ACT AS A SECONDARY

CONTAINMENT, HOLDING LEACHATE/STORMWATER INSIDE THE BARRIER

FORMED BY THE CURBS AND THE SPEEDBUMPS, DRAINING INTO THE

CENTRAL GRATE OF THE LOADING PAD. WATERSTOPS SHOULD BE USED AT

ALL JOINTS.

9. TRUCK LOADING ROADS ARE AT LEAST 15' WIDE TO ALLOW FOR FIRE TRUCK

ACCESS.

400 20

1" = 40'

LIMITS OF

LEACHATE

POND LINER

GRADED 3:1

SEE DETAIL

C16

ANCHOR TRENCH

C05

C05 C07

DISCHARGE FROM EXISTING

LEACHATE POND

SEE DETAIL

18,19

C17

LEACHATE TRUCK LOADING STATION DETAILS

C05

SEE DETAIL

C15

LEACHATE DETECTION SUMP AND LINER SYSTEM

C05

72 LF 30" RCP

INVERT ELEV. = 28.70'

SEE DETAIL

C16

PIPE STRAP DOWN ANCHOR DETAIL (TYP.)

C05

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

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

SEE DETAIL

C15

TYPICAL FDOT MES CULVERT

C05

INVERT ELEV. = 28.30

SEE DETAIL

C15

TYPICAL FDOT MES CULVERT

C05

SEE DETAIL

C16

DUAL CONTAINED FORCEMAIN PIPE (TYP.)

C05

PROPOSED STORMWATER

CONVEYANCE SWALE

C05

C H

P O

N D

09219088.13_SITE PLANS & SECTIONS

SEE DETAIL

C16

POST INDICATOR VALVE

C05

SEE DETAIL

C16

POST INDICATOR VALVE

C05

LEGEND:

EXISTING CONTOURS

## EXISTING BUILDING

EXISTING UNPAVED ROAD

UTILITY EASEMENT

PROPOSED LIMEROCK ROAD

OVERHEAD ELECTRICAL LINESOHEOHEOHE

PROPOSED CONTOURS

POWER POLE

PROPOSED FORCE MAIN

EXISTING WATER MAIN

LIMITS OF LEACHATE POND LINER

CONTRACTOR LAYDOWN AND

STAGING AREA

LIGHT POLE

LIMIT OF CONSTRUCTION

SEE DETAIL

C16

PIPE STRAP DOWN ANCHOR DETAIL (TYP.)

C05

PROPOSED TRUCK ACCESS

(SEE SHEET C06)

FENCE

GATE (TYP.)

SEE DETAIL

C18

FENCE DETAIL

C05

BOLLARD (TYP.)

(SEE SHEET S-2 FOR DETAIL)

BOLLARD (TYP.)

(SEE SHEET S-2 FOR DETAIL)

CHECK DAMS

INSTALLED AT

100' INTERVALS

FDOT TYPE III SILT FENCE

\\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

NOTES:

1. MERGED TOPOGRAPHIC SURVEYS ARE PROVIDED BY INGEN AE. FLIGHT

DATED MAY 21, 2024 AND SURVTECH SOLUTIONS, INC. FLIGHT DATED

DECEMBER 30, 2024.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL

EXISTING ABOVE AND UNDERGROUND UTILITIES AND PIPING IN THE

VICINITY OF THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION.

3. OTHER UTILITIES NOT SHOWN ON THESE PLANS MAY BE PRESENT. 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.

4. FPL EASEMENT IS APPROXIMATE AND BASED ON SURVEY DRAWINGS BY

SLIGER MAY 2019.

5. STORMWATER DESIGN PROVIDED BY TRC ENGINEERS, INC. DATED JANUARY

3, 2025.

6. REFER TO THE SEPTEMBER 2024 WATER QUALITY TECHNICAL REPORT

PREPARED BY HDR AND SUBMITTED TO THE FDEP ON AUGUST 12, 2024 FOR

SEASONAL HIGH GROUNDWATER ELEVATION.

7. TOPOGRAPHIC SURVEY OF THE LEACHATE POND AREA IS PROVIDED BY

SLIGER & ASSOCIATES DATED SEPTEMBER 11, 2025.

8. THE LEACHATE LOADING STATION IS TO ACT AS A SECONDARY

CONTAINMENT, HOLDING LEACHATE/STORMWATER INSIDE THE BARRIER

FORMED BY THE CURBS AND THE SPEEDBUMPS, DRAINING INTO THE

CENTRAL GRATE OF THE LOADING PAD. WATERSTOPS SHOULD BE USED AT

ALL JOINTS.

9. TRUCK LOADING ROADS ARE AT LEAST 15' WIDE TO ALLOW FOR FIRE TRUCK

ACCESS.

EXISTING

ASPHALT

ROAD

400 20

1" = 40'

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

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

BOLLARDS

DRAINAGE SUMP GRATE

TRUCK LOADING

CONTAINMENT PAD

8" CONTAINMENT CURB

(SEE NOTE)

CONCRETE SPEED BUMP

(SEE NOTE)

C06

C K

L O

A D

09219088.13_SITE PLANS & SECTIONS

LEGEND:

EXISTING CONTOURS

## EXISTING BUILDING

EXISTING UNPAVED ROAD

UTILITY EASEMENT

PROPOSED LIMEROCK ROAD

OVERHEAD ELECTRICAL LINESOHEOHEOHE

PROPOSED CONTOURS

POWER POLE

PROPOSED FORCE MAIN

EXISTING WATER MAIN

LIMITS OF LEACHATE POND LINER

CONTRACTOR LAYDOWN AND

STAGING AREA

LIGHT POLE

C06 C17

LIMIT OF CONSTRUCTION

INVERT ELEV. = 28.70'

INVERT ELEV. = 28.30

FENCE

\\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

N (F

LONGITUDINAL PROFILE Pond_South-North

N (F

LONGITUDINAL PROFILE PV - (16)

A C05 C07

SOUTH TO NORTH LEACHATE POND PROFILE

SCALE: 1"=30'

B C05 C07

WEST TO EAST LEACHATE POND PROFILE

SCALE: 1"=30'

ELEV. = 26'

EXISTING GRADES

PROPOSED GRADES

ELEV. = 26'

PROPOSED GRADES

LEAK DETECTION SUMP

ELEV. = 40'

SEE DETAIL

C15

LDS PIPE TRENCH

C07

28'

55'

10'

24'

ELEV. = 28'

10'

ELEV. = 40'

ELEV. = 31'

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

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

10'

NOTES:

1. PROFILE VIEWS DRAWN AT 5:1 VERTICAL EXAGGERATION, UNLESS OTHERWISE NOTED.

TRUCK LOADING STATION

EXISTING GRADES

C07

C H

P O

N D

P R

09219088.13_SITE PLANS & SECTIONS

\\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

N (F

LONGITUDINAL PROFILE PV - (2)

N (F

LONGITUDINAL PROFILE PV - (18)

N (F

LONGITUDINAL PROFILE PV - (18) (1) (1)

EXISTING SURFACE

SOUTHERN BORDER OF

CITY OF DAYTONA BEACH

UTILITY EASEMENT

PERIMETER ROAD

NORTHERN EDGE

PERIMETER ROAD

SOUTHERN EDGE

C C04 C08

FORCEMAIN ACROSS ROADWAY AND FPL EASEMENT

NOT TO SCALE

PROPOSED FORCEMAIN

LOCATION

SOUTHERN

STORMWATER

DITCH WATERLINE

NORTHERN

STORMWATER

DITCH WATERLINE

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

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

SOUTHERN FPL BORDER

D C14 C08

FORCEMAIN AND LEACHATE POND PROFILE

SCALE: 1"=30'

8" IN 12" DUAL

CONTAINED HDPE

FORCEMAIN PIPE

C08

S E

O N

S A

N D

P R

09219088.13_SITE PLANS & SECTIONS

CONTRACTOR TO GRADE UP TO

LIFT STATION AT A MAXIMUM

SLOPE OF 6:1 H:V TO MEET THE

DESIGNS ON SHEETS P-3 AND S-3

PROPOSED

GROUND

SURFACE

PROPOSED LIFT

STATION LOCATION

(PLEASE SEE SHEET P4)

EXISTING WATER MAIN

(FIELD VERIFY)

NORTHERN

FPL BORDER

NORTHERN BORDER OF

CITY OF DAYTONA BEACH

UTILITY EASEMENT

\\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

Station

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00

Pipe - 1 Pipe - 2 Pipe - 3 Pipe - 4 Pipe - 6 Pipe - 7Pipe - 5

OHE

2+00

3+00

4+00

5+00 6+00

7+00

8+00

9+00

10+00

11+00

Pipe Table

Pipe Name

Pipe - 1

Pipe - 2

Pipe - 3

Pipe - 4

Pipe - 5

Pipe - 6

Pipe - 7

Pipe Start

Inv. El: 29.667 N: 1741612.4798 E: 624704.1358

Inv. El: 29.667 N: 1741631.2082 E: 624693.1571

Inv. El: 29.667 N: 1741790.5957 E: 624611.1081

Inv. El: 29.667 N: 1741974.9123 E: 624593.3647

Inv. El: 29.667 N: 1741992.8071 E: 624595.3029

Inv. El: 29.667 N: 1742182.8519 E: 624655.9258

Inv. El: 29.667 N: 1742340.5267 E: 624807.9533

Pipe End

Inv. El: 29.667 N: 1741631.2082 E: 624693.1571

Inv. El: 29.667 N: 1741790.5957 E: 624611.1081

Inv. El: 29.667 N: 1741974.9123 E: 624593.3647

Inv. El: 29.667 N: 1741992.8071 E: 624595.3029

Inv. El: 29.667 N: 1742182.8519 E: 624655.9258

Inv. El: 29.667 N: 1742340.5267 E: 624807.9533

Inv. El: 29.667 N: 1742355.6263 E: 625114.3126

Length

21.709

179.266

185.169

18.000

199.480

219.029

306.731

Stations

ST: 0+00.59

END: 0+22.29

ST: 0+22.29

END: 2+00.49

ST: 2+00.49

END: 3+84.28

ST: 3+84.28

END: 4+02.10

ST: 4+02.10

END: 6+00.30

ST: 6+00.30

END: 8+17.70

ST: 8+17.70

END: 11+22.41

0 4020

1" = 40'

DRAWING NO.

SCALE:

DATE:

. B Y:

B Y:

Q /A

B Y:

CADD FILE:

N T

SHEET of

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

O U

L N

, S U

, M A

N D

, F L

-3

A X

N O

-1

A F

R E

N R

Y-

AS SHOWN

FEBRUARY 2026

I_ M

S O

E A

S T

E X

P A

N S

A R

E A

A C

H A

O N

V O

O U

S O

W A

BID DRAWINGS

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

LEGEND:

EXISTING CONTOURS##

EXISTING BUILDING

EXISTING UNPAVED ROAD

UTILITY EASEMENT

PROPOSED PAVED ROAD

OVERHEAD ELECTRICAL LINES

TRC PROPOSED

STORMWATER POND (SEE NOTE 6)

OHEOHEOHE

PROPOSED CONTOURS##

POWER POLE

PROPOSED FORCE MAIN

MATCHLINE: STA. 10+00.00

EXISTING GROUND SURFACE

SEE DETAIL

C16

DUAL CONTAINED FORCEMAIN PIPE

C09

DUAL CONTAINED FORCEMAIN PIPE

22.5° PIPE BEND 11° PIPE BEND 22.5° PIPE BEND

22.5° PIPE BEND

C09

N A

N D

P R

09219088.13_PLAN&PROFILES

11° PIPE BEND

PROPOSED GROUND SURFACE

MIN. REQUIRED DEPTH (3')

FORCEMAIN TO BE CAPPED

FOR FUTURE CONNECTION

WITH BLIND FLANGE

SEE SOUTHEAST EXPANSION AREA

LANDFILL CELL 1 BID DRAWINGS

FOR PUMP STATION DETAIL

SEE SOUTHEAST EXPANSION AREA

LANDFILL CELL 1 BID DRAWINGS

FOR PUMP STATION DETAIL

NOTES:

1. PROFILE VIEWS DRAWN AT A 10:1 VERTICAL EXAGGERATION, UNLESS OTHERWISE

NOTED.

2. MERGED TOPOGRAPHIC SURVEYS ARE PROVIDED BY INGEN AE. FLIGHT DATED MAY

21, 2024 AND SURVTECH SOLUTIONS, INC. FLIGHT DATED DECEMBER 30, 2024.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING ABOVE

AND UNDERGROUND UTILITIES AND PIPING IN THE VICINITY OF THE CONSTRUCTION

AREA PRIOR TO CONSTRUCTION.

4. OTHER UTILITIES NOT SHOWN ON THESE PLANS MAY BE PRESENT. 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.

5. FPL EASEMENT IS APPROXIMATE AND BASED ON SURVEY DRAWINGS BY SLIGER MAY

2019.

6. STORMWATER DESIGN PROVIDED BY TRC ENGINEERS, INC. DATED JANUARY 3, 2025.

7. REFER TO THE SEPTEMBER 2024 WATER QUALITY TECHNICAL REPORT PREPARED BY

HDR AND SUBMITTED TO THE FDEP ON AUGUST 12, 2024 FOR SEASONAL HIGH

GROUNDWATER ELEVATION.

\\TAM-FS01\TAMPA\FILES\PROJECT\09219088.13\TASK 14 ROAD ERP MODIFICATIONS\DRAWINGS\ENGINEERING DRAWINGS\ERP\

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00

Pipe - 12

Pipe - 11

Pipe - 7

Pipe - 15

Pipe - 8

Pipe - 14 Pipe - 14A

Pipe - 13

Pipe - 7A

Pipe - 9

Pipe - 10

OHE

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

Pipe Table

Pipe Name Pipe Start Pipe End Length Stations

Pipe - 8

Pipe - 9

Pipe - 10

Pipe - 11

Pipe - 12

Pipe - 13

Pipe - 14

Pipe - 14A

Inv. El: 29.667 N: 1742355.8724 E: 625119.3065

Inv. El: 28.667 N: 1742373.9741 E: 625136.7313

Inv. El: 30.167 N: 1742410.8234 E: 625136.7195

Inv. El: 22.667 N: 1742429.1530 E: 625136.7195

Inv. El: 20.000 N: 1742445.3799 E: 625136.7110

Inv. El: 20.000 N: 1742465.6721 E: 625136.7020

Inv. El: 23.833 N: 1742688.6584 E: 625136.6308

Inv. El: 24.638 N: 1742703.2133 E: 625122.0154

Inv. El: 28.667 N: 1742373.9741 E: 625136.7313

Inv. El: 30.167 N: 1742410.8234 E: 625136.7195

Inv. El: 22.667 N: 1742429.1530 E: 625136.7195

Inv. El: 20.000 N: 1742445.3799 E: 625136.7110

Inv. El: 20.000 N: 1742465.6721 E: 625136.7020

Inv. El: 23.833 N: 1742688.6584 E: 625136.6308

Inv. El: 24.638 N: 1742703.2133 E: 625122.0154

Inv. El: 24.833 N: 1742706.7415 E: 625118.4725

25.126

36.849

18.330

16.227

20.292

222.986

20.627

5.000

ST: 11+27.41

END: 11+52.53

ST: 11+52.53

END: 11+89.38

ST: 11+89.38

END: 12+07.71

ST: 12+07.71

END: 12+23.94

ST: 12+23.94

END: 12+44.23

ST: 12+44.23

END: 14+67.22

ST: 14+67.22

END: 14+87.85

ST: 14+87.85

END: 14+92.85

Pipe - 7

Pipe - 7A

Inv. El: 29.667 N: 1742340.5267 E: 624807.9533

Inv. El: 29.667 N: 1742355.6263 E: 625114.3126

Inv. El: 29.667 N: 1742355.8724 E: 625119.3065

306.731

5.000

ST: 8+17.70

END: 11+22.41

ST: 11+22.41

END: 11+27.41

Pipe - 15 Inv. El: 24.833

N: 1742706.7415 E: 625118.4725

Inv. El: 24.833 N: 1742705.6567 E: 623861.3184

1257.155 ST: 14+92.85

END: 27+50.00