B2511ADD2.pdf

PDF 21 MB Posted Jul 15, 2025

Attached to: Sludge Handling Services State and local contract opportunity
Solicitation number: B-25-11
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Jul 28, 2025

This document is an Addendum #2 issued by the Finance Department of the City of DeLand, Florida, for Bid B-25-11 regarding Sludge Handling Services. The addendum provides clarifications to prospective contractors about the bid, including responses to specific questions about sludge disposal, testing, and current contract details. The bid covers sludge handling services for the Wiley M. Nash Water Reclamation Facility, with the current fiscal year contract value at $387,262.70 and the current year total spend at $322,024.40. The document indicates that the City self-hauls sludge to Shelley's Environmental Systems in Zephyrhills, Florida, at a rate of $87 per cubic ton.

The addendum addresses several key operational details, including confirmation that the City has not performed land spreading for years and does not conduct full testing for land application. Hauling is allowed on Saturdays only if the truck was previously loaded on Friday, and access to disposal locations on Saturdays is limited to emergency situations like hurricanes. The City clarified that they do not require additional payments per cubic yard for disposing of waste outside Volusia County. The document suggests flexibility in sludge management, with quarterly testing still being performed, though not all comprehensive testing is conducted. Attachments to the addendum include Water Plant Plans, indicating a comprehensive approach to documenting the sludge handling service requirements.

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Other files attached to Sludge Handling Services, newest first.
File	Type	Posted
B2511ADD1.pdf	PDF	Jul 7, 2025
B2511ADD1.pdf	PDF	Jul 7, 2025
AttachmentA.pdf	PDF	Jul 3, 2025
AttachmentB.pdf	PDF	Jul 3, 2025
B2511Final.pdf	PDF	Jul 3, 2025
AttachmentA.pdf	PDF	Jul 3, 2025
AttachmentB.pdf	PDF	Jul 3, 2025
B2511Final.pdf	PDF	Jul 3, 2025

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Finance Department 120 S. Florida Ave.

2nd Floor

DeLand, FL 32720

Sludge Handling Services B-25-11

July 15, 2025 Addendum #2

TO ALL PROSPECTIVE CONTRACTORS

This is an Addendum to and shall be considered as part of the original Bid package for the above-mentioned Bid. Contractors are requested to acknowledge receipt of this Addendum with their

Submission.

CLARIFICATION TO QUESTIONS ASKED RECEIVED:

1. Q: If a vendor disposes sludge outside Volusia County, please clarify if the vendor must pay the County per cubic yard for disposing of the County’s waste, and how much per cubic yard must be paid.

A: No

2. Q: If a vendor hauls and disposes sludge outside Volusia County, please clarify if the vendor must pay the County per cubic yard for hauling and disposing of the County’s waste, and how much per cubic yard must be paid.

A: No

3. Q: Please clarify if all sludge discharged meets Class B standards. If any percentage of sludge will not meet Class B standards, please provide an estimated yards per month that are not Class B.

A: We have not land spread for years so do not perform all testing for land application. Sludge testing is still done quarterly. No sour or fecal is not done.

4. Q: Please provide the current contracted disposal methods, disposal facility names and locations and contracted pricing for each option.

A: City self-hauls, $87/per cubic ton. Shelley’s Environmental Systems; Zephyrhills, FL.

5. Q: Is hauling allowed on Saturdays?

A: Only if truck has been previously loaded out on Friday by staff.

6. Q: Does the City require access to disposal location(s) on Saturdays?

A: Only if a Hurricane or special event caused a build up during week, but not as a normal run.

7. FY 23-24 contract value - $387,262.70. Current year total spend - $322,024.40.

Attachments: Water Plant Plans

Sludge Handling Services B-25-11

July 15, 2025 Addendum #2

Please note that the bid opening date and time remains July 22, 2025 @ 2:00 P.M.

All other terms and conditions remain unchanged.

Sincerely, Corey McMillen, CPPB Purchasing Manager

END OF ADDENDUM #2

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ISSUED

SHEET NO.

Mead and Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

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10/2024 90% DESIGN

SUBMITTAL

Know what's below.

before you dig.Call

VICINITY MAP

PROJECT

LOCATION

VOLUSIA COUNTY

CITY OF DELAND

SRF #WW_____

WILEY M. NASH WRF DEWATERING

IMPROVEMENTS

90% PLANS

OCTOBER 2024

CITY OFFICIALS

CITY MANAGER

SEAT 2

SEAT 3

SEAT 4

COMMISSIONERS

MAYOR

SEAT 5

PROJECT TEAM:

CIVIL ENGINEER:

MEAD & HUNT, INC.

CONTACT: MATT D. GUZINSKI

4401 EASTPORT PARKWAY

PORT ORANGE, FLORIDA 32127

PHONE: (386) 761-6810

OWNER:

CITY OF DELAND

CONTACT: JIM AILES

1101 SOUTH AMELIA STREET

DELAND, FL 32724

PHONE: (386) 626-7250

FAX: (386) 740-6851

PROJECT

LOCATION

CHRIS CLOUDMAN

MICHAEL PLEUS

CHARLES PAIVA

(VICE MAYOR)

JESSICA DAVIS

DANIEL REED

KEVIN REID

LOCATION MAP

PROJECT

LOCATION

SURVEYOR:

SOUTHEASTERN SURVEYING

AND MAPPING CORPORATION

CONTACT: JAMES DUNN, PSM

119 WEST MAIN STREET

TAVARES, FL 32778

PHONE: (352) 343-4880

Aquarius Avenue

ELECTRICAL ENGINEER

MEAD & HUNT, INC.

CONTACT: KEFF KURELLA, PE.

2203 NORTH LOIS AVENUE SUITE 1200

TAMPA FL, 33607

PHONE: (813) 210-8740

DELTONA

BEACH

NEW SMYRNA

PIERSON

DeLAND

40 DAYTONABEACH

ORMOND BEACH

A1A

COUNTY

SEMINOLE

MONROE

LAKE

LAKE COUNTY

FLAGLER COUNTY

PORT ORANGESPRINGS

DELEON

BREVARD COUNTY

HARNEY

LAKE

A1A

LAKE

GEORGE

DEBARY

ORANGE

CITY

CITY OF

DELAND

WRF

STRUCTURAL ENGINEER

MEAD & HUNT, INC.

CONTACT: JASON FROEHLICH, PE.

6501 WATTS ROAD

MADISON, WI 53719

PHONE: (414) 755-1148

GEOTECHNICAL ENGINEER

BECHTOL ENGINEERING

AND TESTING, INC.

CONTACT: LOVE B PATEL, PE.

605 WEST NEW YORK AVE.

DELAND, FL 32720

PHONE: (386) 734-8444

DRAFT

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M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

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SUBMITTAL

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DELAND LAND

DEVELOPMENT CODE REQUIREMENTS, AND THE STANDARD CONSTRUCTION DETAILS AND

CONSTRUCTION SPECIFICATIONS (SCDCS). AN ENGINEERING PERMIT AND TREE REMOVAL

PERMIT IS REQUIRED PRIOR TO STARTING CONSTRUCTION.

2. NO LAND SHALL BE CLEARED, EXCAVATED OR FILLED AND NO STRUCTURE SHALL BE

ERECTED, REPAIRED OR DEMOLISHED WITHOUT PROPER PERMIT(S) AS REQUIRED BY THE

CITY OF DELAND.

3. ANY CONSTRUCTION CHANGES TO APPROVED PLANS SHALL BE SUBMITTED TO THE CITY OF

DELAND FOR APPROVAL PRIOR TO PERFORMING THE WORK.

4. ROAD CONSTRUCTION AND PIPE INSTALLATION COMPACTION AND DENSITY TESTING SHALL

CONFORM TO THE CITY OF DELAND MINIMUM REQUIREMENTS. CERTIFIED COPIES OF TEST

REPORTS SHALL BE SUBMITTED TO THE CITY INSPECTOR AND THE CITY'S ENGINEERING

DIVISION.

5. A PRE-PAVING UTILITY INSPECTION MUST BE REQUESTED AND COMPLETED PRIOR TO THE

PAVING OF ALL ROADS, STREETS, AND PARKING AREAS.

6. A FINAL INSPECTION, TO BE CONDUCTED BY THE CITY OF DELAND, SHALL BE PERFORMED

ON ALL CONSTRUCTION. THE DESIGN ENGINEER SHALL NOTIFY THE CITY OF DELAND

ENGINEERING DIVISION WHEN REQUESTING A FINAL INSPECTION.

7. THREE COMPLETE SETS OF AS-BUILT DRAWINGS ARE REQUIRED TO BE SUBMITTED TO THE

CITY OF DELAND PRIOR TO REQUESTING A FINAL INSPECTION.

8. THE CITY HAS A CONTRACTOR FOR ROLL OFF SERVICE. NO OTHER CONTRACTOR SHALL BE

PERMITTED TO PROVIDE THIS SERVICE. VERIFY COMPANY UNDER CONTRACT WITH THE

CITY.

9. CONSTRUCTION SITES THAT DISTURB ONE ACRE OR MORE WILL BE REQUIRED TO SEEK

COVERAGE UNDER THE GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND

SMALL CONSTRUCTION ACTIVITIES. IN ACCORDANCE WITH THIS REQUIREMENT, A STORM

WATER POLLUTION PREVENTION PLAN (SWPP) MUST BE SUBMITTED TO THE CITY'S

ENGINEERING DIVISION PRIOR TO CONSTRUCTION TO BE IN COMPLIANCE WITH THE PERMIT.

10. CONTRACTOR WILL FOLLOW REQUIRED WASTE MANAGEMENT PRACTICES.

11. SEEDING OR SODDING SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON

DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.

12. ANY FIELD MODIFICATIONS OR DEVIATIONS TO THIS CONSTRUCTION PLAN REQUIRES

WRITTEN APPROVAL BY BOTH THE ENGINEER OF RECORD AND THE CITY OF DELAND

ENGINEERING DIVISION.

1. UTILITIES & STRUCTURES AS SHOWN ON PLANS HAVE BEEN LOCATED FROM

AVAILABLE RECORDS, BUT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO ASCERTAIN THE LOCATION OF ALL UTILITIES AND STRUCTURES TO BE

ENCOUNTERED IN THE WORK AND TO AVOID CONFLICT WITH EXISTING

FACILITIES.

2. THE OWNER OR ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR

INACCURACIES OR OMISSIONS IN THE LOCATION, ELEVATION AND

DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER EXISTING

FEATURES.

3. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY

ON ANY CONFLICTS ARISING DURING CONSTRUCTION OF ANY

IMPROVEMENTS SHOWN ON THESE DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT

OF DAMAGED EXISTING UTILITIES. REPLACEMENT SHALL BE TO THE

COMPLETE SATISFACTION OF THE ENGINEER.

5. THE CONTRACTOR SHALL PRESERVE FROM DAMAGE ALL PROPERTY ALONG

THE LINE OF WORK, OR THAT IS IN THE VICINITY THEREOF, OR IS IN ANY WAY

AFFECTED BY THE WORK; THE REMOVAL OF OR DESTRUCTION OF WHICH IS

NOT CALLED FOR BY THE PLANS. WHEREVER SUCH PROPERTY IS DAMAGED

DUE TO CONSTRUCTION ACTIVITIES OF THE CONTRACTOR, IT SHALL BE

IMMEDIATELY RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR

AT NO COST TO THE OWNER.

6. THE CONTRACTOR SHALL PROVIDE FORTY-EIGHT (48) HOURS NOTICE TO THE

VARIOUS UTILITY OWNERS PRIOR TO CONSTRUCTION.

7. ALL UTILITY OUTAGES SHALL BE COORDINATED WITH AND APPROVED BY

THE SUPERINTENDENT OF THE DEPARTMENT AFFECTED PRIOR TO OUTAGE.

8. THE CONTRACTOR SHALL CONDUCT HIS WORK AS TO ENSURE LEAST

POSSIBLE OBSTRUCTION TO TRAFFIC AND INCONVENIENCE TO THE PLANT

STAFF, GENERAL PUBLIC AND THE RESIDENTS IN THE VICINITY OF THE WORK

AND TO ENSURE THE PROTECTION OF PERSONS AND PROPERTY. NO ROAD

TO BE CLOSED TO THE PUBLIC OR PLANT STAFF EXCEPT WITH THE

APPROVAL OF THE ENGINEER AND THE PROPER GOVERNMENTAL

AUTHORITY.

9. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE

STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS

AND LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION AND TO

ASSURE ACCURATE HORIZONTAL AND VERTICAL CONTROLS DURING

CONSTRUCTION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EFFECTIVE

DRAINAGE AND EROSION CONTROL DURING CONSTRUCTION AND

RESTORATION. TEMPORARY PROVISIONS SHALL BE MADE TO ENSURE THE

PROPER FUNCTIONING OF ALL GUTTERS, SEWER INLETS AND DRAINAGE

DITCHES. EROSION AND SILTATION CONTROL MEASURES ARE TO BE

PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION.

THESE MEASURES ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE

BASIS AS REQUIRED. REFER TO ST. JOHNS RIVER WATER MANAGEMENT

DISTRICT PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL

AND SURFACE DRAINAGE.

11. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED TO MATCH

EXISTING SPECIES AND VARIETY OF GRASS. PIPE INSTALLATION UNIT PRICE

SHALL INCLUDE RESTORATION AND SODDING TO EQUAL OR BETTER

CONDITION.

12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE

CONTRACTOR'S EXPENSE TO PROVIDE THE ENGINEER WITH CERTIFIED

"AS-BUILT" DRAWINGS OF CONSTRUCTION. DRAWINGS SHALL CONTAIN

SPECIFIC NORTHINGS & EASTINGS AND VERTICAL ELEVATION OF ALL WATER

MAINS, FORCE MAINS AND RECLAIMED WATER MAINS, VALVES AND SERVICE

INSTALLED.

13. ALL JOINTS SHALL BE RESTRAINED.

14. NO FLANGED PIPE SHALL BE INSTALLED UNDERGROUND UNLESS

SPECIFICALLY NOTED ON PLAN OR IN SPECIFICATIONS.

15. PIPE BEDDING SHALL BE CLASS I SOIL COMPACTED IN 6" LIFTS TO A HEIGHT

OF 18" ABOVE PIPE, 12" LAYERS ARE ACCEPTABLE FROM 18" ABOVE PIPE TO

FINISH GRADE, COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY, 98%

FOR PAVED. (AASHTO-T-180) PIPE TO BE LAID ON FIRM FOUNDATION.

16. COMPACTION TEST TO BE TAKEN AT POINTS ONE (1) FOOT ABOVE PIPE AND

TWO (2) FOOT VERTICAL INTERVALS TO FINISH GRADE AND AT HORIZONTAL

SPACING OF THREE HUNDRED (300) FEET

17. ADEQUATE EXCAVATION, SHEETING, SHORING AND BRACING SHALL BE

PROVIDED AND SHALL CONFORM TO CONSTRUCTION REQUIREMENTS AS

SET FORTH BY THE FEDERAL DEPARTMENT OF LABOR, OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION.

18. PROVISIONS FOR DEWATERING SHALL BE MADE TO KEEP GROUNDWATER

ELEVATION A MINIMUM OF 6" BELOW THE PIPE BEING INSTALLED.

19. LENGTHS OF PIPE ARE APPROXIMATE ONLY AND EXACT LENGTHS ARE TO BE

DETERMINED IN THE FIELD BY THE CONTRACTOR.

20. PAVEMENT OVERLAY PRICING SHALL INCLUDE VALVE BOX AND MANHOLE

ADJUSTMENT AND PAVEMENT RE-STRIPING.

21. CONTRACTOR SHALL CALL FOR UTILITY LOCATES AT LEAST 48 HOURS PRIOR

TO CONSTRUCTION. ALL COUNTY LOCATES SHALL BE THROUGH THE

ENGINEER'S REPRESENTATIVE.

22. IN AREAS WHERE PIPELINE INSTALLATION WILL DISTURB EXISTING SWALES,

TOPO ELEVATIONS WILL BE REQUIRED AT 50 FT. INTERVALS AT LEAST 2

WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE SURVEYS WILL

BE BY A FLORIDA REGISTERED SURVEYOR AND ARE SUBJECT TO APPROVAL

BY THE ENGINEER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

23. MAINTAIN MINIMUM VERTICAL & HORIZONTAL CLEARANCES AS SHOWN IN

STD. DETAILS. CONCRETE ENCASE WHERE CLEARANCES CANNOT BE MET.

24. CONTRACTOR SHALL MAKE PROVISIONS TO MAINTAIN DUST CONTROL ON A

DAILY BASIS WITH STREETSWEEPER.

25. A SIGNED, SEALED, AND DATED LETTER FROM A SOILS ENGINEER OR

ENGINEER OF RECORD CERTIFYING THAT THE AREAS TO BE FILLED HAVE

BEEN STRIPPED OF ORGANIC MATERIAL MUST BE SUBMITTED TO THE

OWNER PRIOR TO FILLING.

26. NO BURYING OF ANY ORGANIC MATERIALS IS PERMITTED.

27. ANY BURNING OF ANY MATERIALS ON-SITE MUST BE APPROVED AND

PERMITTED BY THE FIRE MARSHALL. A PERMIT MUST BE OBTAINED ON A

DAILY BASIS PRIOR TO THE DAY OF THE ANTICIPATED BURNING

28. ALL FILLING TO BE PERFORMED IN ONE-FOOT LIFTS. THE COMPACTION

REQUIREMENT IS 98% PER AASHTO T-180 FOR PAVED AREAS AND 95% FOR

UNPAVED AREAS.

29. TEMPORARY FILL STOCKPILING IS NOT PERMITTED IN LIFTS GREATER THAN

SIX FEET.

30. AT A MINIMUM, STOCKPILES THAT WILL REMAIN IN PLACE IN EXCESS OF 20

DAYS, SHOULD BE SEEDED AND MULCHED IMMEDIATELY UPON PLACEMENT

OF THE FINAL LIFT.

31. SOILS ARE TO BE STABILIZED BY WATER OR OTHER MEANS DURING

CONSTRUCTION. THIS IS INTENDED TO REDUCE SOIL EROSION AND THE

IMPACT TO NEIGHBORING COMMUNITIES, IN ACCORDANCE WITH THE

S.W.P.P.P.

32. UPON COMPLETION OF EACH PORTION OF A PROJECT WITHIN A PHASE OF

THE PROJECT, SODDING IS TO BE PERFORMED PRIOR TO COMMENCING THE

NEXT PHASE.

33. ONCE AN AREA IS SODDED, IT MUST BE MAINTAINED AND PROTECTED TO

ALLOW THE GRASS TO GROW.

34. CONTRACTOR SHALL BE REQUIRED TO COMPLETE UTILITY CONNECTIONS TO

EXISTING FACILITIES THAT REQUIRE "SHUTDOWNS" DURING NIGHTTIME

HOURS AFTER 11:00 P.M. AND TO COORDINATE SUCH WORK WITH THE

OWNER.

35. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND ENSURE

APPROPRIATE DATUM IS BEING UTILIZED.

GENERAL PROJECT REQUIREMENTS

GENERAL CONSTRUCTION NOTES

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SHEET

NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 SHEET INDEX AND GENERAL NOTES

G-003 LEGEND & ABBREVIATIONS

C-101 PROPOSED SITE

C-102 PROPOSED YARD PIPING PLAN

C-103 ENLARGED PIPING PLAN

C-104 SITE GEOMETRY PLAN

C-105 DEWATERING BUILDING - PAVING & GRADING

C-106 BULK ALUM BUILDING - PAVING & GRADING

S-001 DEWATERING BUILDING LIFE SAFETY PLAN

S-051 EXISTING DEWATERING BUILDING - DEMOLITION PLAN

S-052 RAS WAS BULDING STRUCTURAL REMOVALS

S-053 OUTFALL PUMP STATION ROOM DEMO PLAN

S-101 STRUCTURAL DEWATERING BLDG FOUNDATION & FLOOR PLAN

S-102 STRUCTURAL DEWATERING BULDING PLATFORM PLAN

S-103 STRUCTURAL DEWATERING BUILDING ROOF PLAN

S-104 STRUCTURAL DEWATERING BUILDING ELEVATIONS

S-105 STRUCTURAL DEWATERING BUILDING SECTIONS

S-106 STRUCTURAL DEWATERING BULDING OFFICE PLAN

S-107 STRUCTURAL OFFICE AND ELEC ROOM ELEVATIONS

S-109 STRUCTURAL - OVERHEAD CRANE PLAN AND ELEVATION

S-110 STRUCTURAL DEWATERING BUILDING DETAILS

S-120 BULK ALUM STORAGE BUILDING - PLAN, SECTIONS, AND DETAIL

S-121 BULK ALUM STORAGE BUILDING - ELEVATIONS

S-122 BULK ALUM STORAGE BUILDING - DETAILS

S-150 STRUCTURAL NOTES

S-151 STRUCTURAL STANDARD DETAILS

S-152 STRUCTURAL STANDARD DETAILS

M-101 PROPOSED DEWATERING BUILDING - PLAN

M-102 PROPOSED DEWATERING BUILDING - PLUMBING & DRAIN PLAN

M-103 PROPOSED DEWATERING BUILDING - SECTIONS

M-104 PROPOSED DEWATERING BUILDING - SECTIONS

M-105 EXISTING RAS-WAS PUMP STATION MODIFICATIONS - PLAN

M-106 EXISTING RAS-WAS PUMP STATION MODIFICATIONS - SECTION

M-107 PROPOSED BULK ALUM STORAGE BUILDING - PLAN & DETAIL

M-108 PROPOSED BULK ALUM STORAGE BUILDING - SECTION & DETAILS

M-109 EXISTING EFFLUENT PUMP STATION MODIFICATIONS

M-501 MECHANICAL DETAILS

E-001 LEGEND AND NOTES

E-101 DEWATERING BUILDING ELECTRICAL PLAN

E-102 ALUM STORAGE BUILDING ELECTRICAL PLAN

E-103 EFFLUENT PUMPS ELECTRICAL PLAN

E-111 DEWATERING BUILDING LIGHTING PLAN

E-601 SCHEDULES

E-701 RISER DIAGRAM DEWATERING BUILDING

E-702 EFFLUENT PUMP RISER DIAGRAM

I-001 LEGEND AND NOTES

I-101 P&ID DEWATERING

R-001 TO R-018 REFERENCE AS BUILTS

G-003

LEGEND &

ABBREVIATIONS

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M&H NO.:

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ISSUED

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Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

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PLB

TELE.

FFC

GAS

U/G

PIV

STP

SPK

WV WV

. C.M.

. I.R.

RWV RWV

U/G

TELE

PUMP STATION

POUNDS PER SQUARE INCH ABSOLUTE

POLYVINYL CHLORIDE - PIPE

PEAK WATER LEVEL

POTABLE WATER

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH GAUGE

POINT OF TANGENCY

POUNDS PER SQUARE FOOT

PAVEMENT

PLUG VALVE

PROPERTY LINE

POUNDS PER DAY

PARTS PER MILLION

POLYPROPYLENE

PRESSURED TREATED

POLYETHYLENE-LINED DUCTILE IRON

POINT OF BEGINNING

PUSH ON JOINT

PLASTIC/PLASTER

PRESSURE REDUCING VALVE

PRESSURE

PROPOSED

POWER POLE

PERMANENT CONTROL MONUMENT

POLYETHYLENE PIPE

POINT OF CURVATURE

POINT OF INTERSECTION

PRESSURE GAUGE

POLYETHYLENE

PLAIN END

POLYMER FEED

PAVEMENT

ON CENTER

OPEN DRIP PROOF

OUTSIDE FACE

OVERHEAD

OPPOSITE

OPTIONAL

OUTSIDE SCREW AND YOKE

OUTSIDE DIAMETER

OR EQUAL

NON-POTABLE WATER

NATURAL GROUND

NYLON TUBING

NORTHWEST

NOT TO SCALE

NEAR SIDE

NON-RISING STEM

NATIONAL PIPE THREAD

NOMINAL

NORMALLY OPEN

NUMBER

NOT IN CONTRACT

NORTHEAST

NORMALLY CLOSED

NOT APPLICABLE

NAIL AND CAP

PWL

PWR POWER

PVMT

PVC

PSIG

PSIA

PRESS

PRV

PSF

PSI

PROP

PRT

O/E

PLAS

PPM

PPD

POLY

POJ

POB

PEP

PLATE

P/E

PCM

PAV'T

OPT

OSY

OPP

NPT

ODP

NTS

NPW

NRS

NOM

N/O

NIC

N & C N/A

NORTH

VTR VENT THROUGH ROOF

ULT

UTIL

UON

UGP

UTC

VCP

VFD

VFC

VEL

VAC

VAR

VERT

VOL

VARIABLE FREQUENCY DRIVE

VERTICAL POINT OF CURVATURE

VITRIFIED CLAY PIPE

VERTICAL CURVE

VERTICAL

VELOCITY

VOLUME

VACUUM

VARIES

VALVE BOX

UNDERGROUND TELEPHONE CABLE

UNLESS OTHERWISE NOTED

UNDERGROUND POWER

ULTIMATE

UTILITY

UNION

UTILITY POLE

UNDERGROUND

UNDERDRAIN

TOS

T/P

TOT

TRA

TRANS

TOC

T/B

TNO

THD

THK

TEMP

TENV

TEL

TBM

TEFC

T & B

TAN

TOB

TYP

TOP

TOP OF

TELEPHONE POLE

TREAD OF STAIR

TIE ROD ASSEMBLY

TUBE STEEL

TRANSFER

TYPICAL

TELEVISION

TOP OF SLAB

TOTAL

TOP OF CURB

TOP OF BANK

TOP OF PIPE

TEMPORARY BENCH MARK

TOTALLY ENCLOSED

TOTALLY ENCLOSED, NON-VENTILATED

TEMPORARY/TEMPERATURE

THREAD/THREADED

TOTALLY ENCLOSED, FAN COOLED

TELEPHONE

THICK

TURNOUT

TANGENT

TOP OF BEAM

TOP & BOTTOM

MONUMENT

MANWAY

MECHANICAL JOINT

MISCELLANEOUS

MINIMUM

MANHOLE

MILLION GALLONS PER DAY

MANUFACTURER

MECHANICAL

MITERED END

MOTOR CONTROL CENTER

MACHINE BOLT

MAXIMUM

MATERIAL

MODIFY/MODIFIED

MILLION GALLON

MEAN WATER LEVEL

MTD

MWL

MON

MOD

MOUNT

MISC

MIN

MGD

MFR

MECH

MAX

MCC

MATL

ROOMRM

RWL

R/W

RPM

RND

RAW WATER LINE

REVOLUTIONS PER MINUTE

RAILROAD

RELIEF VALVE

RIGHT

ROUND

RIGHT OF WAY

YARD HYDRANT

YARD(S)

YD(S)

YEAR

REQD

REINF

RPMP

REM

REBAR

RED

REF

RIV

REINFORCED PLASTIC MORTAR PIPE

REINFORCE/REINFORCED

REMOVE/REMOVABLE

REINFORCING STEEL

RESTRAINED JOINT

REQUIRED

RIVETED

REDUCER

REFERENCE

WATER PROOF

WITHOUT

WATER MAIN

WEIGHT

WELDED WIRE MESH

WEATHER PROTECTED-1

WELDED STEEL PIPE

WATER SURFACE ELEVATION

WATER SURFACE

WATER TREATMENT PLANT

WELDED WIRE FABRIC

WWM

WTP

WWF

WSE

WP-1

WSP

W/O

WATER GAUGE

WIDE FLANGE

WATER LINE

WASTE ACTIVATED SLUDGE

WELDED HALF COUPLING

WALL CLEANOUT

WATER CLOSET (TOILET)

WITH (COMBINED FORM)

WAS

WHC

WCO

W W W/

WEST

S S

EXISTING PROPOSED

U/C

CONC.

R/C

5' CL

PIPE

TCB

TRANS

TSM

SLM

TLSP

RCP

VLVVLV

12" MH

TELE.

ELEC.

GraphData

FL. M.J.

PREMOLDED EXPANSION JOINT MATERIALPEJM

RS RESILIENT SEAT (VALVE)

WATER MAIN, SERVICE,

METER, VALVES, & FH

SAN. SEWER, MH, LATERAL &

LATERAL WITH CLEANOUT

FORCE MAIN WITH

VALVE SYMBOLS

STORM DRAINAGE WITH

CATCH BASIN & MANHOLE

PAVED

SHOULDER

ROADWAY

PAVEMENT

CURB

DROP GUTTER

CURB & GUTTER

UNPAVED

ROAD

UNPAVED DRIVE

UNPAVED PARKING

TRAIL

CONCRETE SIDEWALK

FENCE

WALL

BUILDING OR STRUCTURE

- ROOF EDGE

RAILROAD

GUARDRAIL

HEADWALL

SLAB - UTILITY PAD

RAISED CONCRETE

POOL

SINGLE BUSH

BRUSH - SHRUBBERY

SINGLE TREE

DEPRESSION CONTOUR

UNDER

CONSTRUCTION

DRAINAGE PIPE

WITH CULVERT

STEEL COVER

MANHOLE

- ELECTRIC

MANHOLE

- TELEPHONE

MANHOLE

- NO IDENTIFICATION

MANHOLE

- STORM SEWER

MANHOLE

- SANITARY SEWER

UTILITY POLE

SUPPORT

POLE

LIGHT

POLE

TRAFFIC

LIGHT

SUPPORT

POLE

LIGHT

POST

STREET LIGHT

METER

TRAFFIC SIGNAL METER

ELECTRICAL SERVICE

HANDHOLE

ELECTRICAL

TRANSFORMER

ELECTRICAL

VAULT

ELECTRICAL

METER

TRAFFIC CONTROL BOX

ELECTRICAL

RISER

ELECTRIC

GATE

WATER VALVE

WATER METER

SPRINKLER

CONTROL VALVE

STANDPIPE

POST INDICATOR

VALVE

SEWER VALVE

CLEAN OUT

NATURAL GAS

VALVE

NATURAL GAS

METER

UNDERGROUND

GAS MARKER

FUEL VALVE

FUEL FILLER

CAP

MONITOR

WELL

VENT

PIPE

TELEPHONE BOOTH

TELEPHONE PULL

BOX

UNDERGROUND

TELEPHONE MARKER

TELEPHONE RISER

CABLE TV

RISER

RECLAIMED

WATER VALVE

SURVEY MONUMENT

- IRON REBAR

SURVEY MONUMENT

- CONCRETE POST

FIELD SURVEY

- RIGHT OF WAY LINE

PIPE

RUINS

U/C

TANK

. HORIZONTAL CONTROL

POINT

VERTICAL CONTROL POINT

HORIZONTAL & VERTICAL

CONTROL POINT

ROCK & BOULDERS PILES

SMALL TANKS

RAILROAD

SWITCH

BUILDINGS

UNDER

CONSTRUCTION

RUINS

ABOVE GROUND

PIPE

RISER TYPE

UNKNOWN

VERTICAL

PIPE

VALVE - TYPE UNKNOWN

FIRE

HYDRANT

7.2

BREAKLINE

SPOT ELEVATION

DTM SPOT

ELEVATION

FIELD SURVEY

GROUND ELEVATION

INDEX CONTOUR

WITH LABEL

INTERMEDIATE CONTOUR

WITH LABEL

ESTIMATED CONTOUR

VALVE SYMBOLS

P I P I N G L E G E N DS I T E P L A N S L E G E N D

FCV = FLOW CONTROL

PRV = PRESSURE REDUCING

PSV = PRESSURE SUSTAINING

PINCH

GATE

BUTTERFLY

PLUG

CHECK

IN-LINE PRESSURE

RELIEF

NEEDLE

DIAPHRAGM

SOLENOID

BALL

CONTROL

O/H

POST

FLAG

POLE

MAIL BOX

ANCHOR, GUY

OVERHANG

MINOR BUILDING, SHED

HORIZONTAL CONTROL

POINT

CONC.

ASPH

STREAM OR

CREEK

APPARENT

MARSH OR

WETLANDS

CHANGE OF PAVEMENT

PAINTLINES

CATCH BASIN

CURB

INLET

DROP

INLET

WOOD DECKS & DOCKS

SLV

SM SHEET METAL

SLEEVE

SAN

SCHED

SER

SHLD

SHT

SECT

SGL

SAN

SIM

SIG

S S

SCUM

SECONDARY EFFLUENT RETURN

SHEET/SHEETING

SECONDARY EFFLUENT

SECTION

SINGLE

SHOULDER

SQUARE FOOT

SIMILAR

SIGNAL

SANITARY

SCHEDULE

SOUTHEAST

SLOPE (FT/FT)

SANITARY SEWER

SOUTH

STR

STLP

STL

SURF

SVC

SYM

STS

STRUCT

STA

SPCG

SPEC

SPRT

SOF

SOLV

SOL

STD

STK

S/S

STATION

STORM SEWER

SOUTHWEST

SYMMETRICAL

SURFACE

SERVICE

STRAIGHT

STEEL PIPE

STEEL

STANDARD

STAKE

STRUCTURAL

SOLENOID VALVE

SANITARY SEWER

STAINLESS STEEL

SQUARE

SUPPORT

SPECIFICATION

STREET

SOFFIT

SOLUTION

SPACING

SPACE

VALVE SYMBOL

M = ELECTRIC MOTOR

P = PNEUMATIC MOTOR

H = HYDRAULIC MOTOR

FLANGED JOINT

MECHANICAL JOINT

12"

TREE

CANOPY

PALM

TREE

DRAINAGE DITCH EDGE

OF WATER

A/C

AIR CONDITIONER

GROUND

LIGHT

SIGN

POST

NOTE:

ALL MECHANICAL JOINT PIPING IN THIS PROJECT SHALL BE

INSTALLED WITH "MEGA-LUG" TYPE JOINT RESTRAINT AT

ALL PIPE JOINTS AND FITTINGS.

FLANGED

EXISTING PIPE

MECHANICAL JOINT

PROPOSED PIPE

FLANGED JOINT

MECHANICAL JOINT

WELDED JOINT

GROOVED END JOINT

BELL & SPIGOT JOINT

HUB & SPIGOT JOINT

(RUBBER GASKET)

BALL JOINT

FLANGED ADAPTER COUPLING

GROOVED ADAPTER FLANGE

"DRESSER" COUPLING

"DRESSER" COUPLING WITH THRUST TIES

ELBOW UP (FLANGED)

ELBOW DOWN (FLANGED)

TEE UP (FLANGED)

TEE DOWN (FLANGED)

45° BEND UP (FLANGED)

45° BEND DOWN (FLANGED)

CONCENTRIC REDUCER (FLANGED)

ECCENTRIC REDUCER (FLANGED)

UNION

RDRN

RCP

RC BOX

RBR

RAS

RCPA

R R

Q Q

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE PIPE ARCH

ROOF DRAIN

ROAD

REINFORCED CONCRETE

RETURN ACTIVATED SLUDGE

REINFORCED CONCRETE BOX

RUBBER HOSE

RADIUS

FLOW RATE

ABD

A/C

ACCMP

ACP

AFF

AFG

AHD

AIR

ALT

APPROX

ARCH

ARV

ARVV

ASPH

ASSY

AVE

AUTO

ABANDON OR ABANDONED

ACRE

AIR CONDITIONING

ASPHALT COATED CORRUGATED METAL PIPE

ASBESTOS CEMENT PIPE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AHEAD

AIR

ALUMINUM

ALTERNATE

APPROXIMATE

ARCHITECTURE

AIR RELEASE VALVE

AIR RELEASE VACUUM VALVE

ASPHALT

ASSEMBLY

AVENUE

AUTOMATIC

BCV

BFV

BLDG

BLK

BOC

BOT

BRG

BWW

BALL CHECK VALVE

BLIND FLANGE

BUTTERFLY VALVE

BACK

BASE LINE

BUILDING

BLOCK

BENCH MARK

BACK OF CURB

BOTTOM

BEARING

BLACK STEEL PIPE

BALL VALVE

BACKWASH WATER

CATV

CFM

CFS

C & G

CIP

CIR

CISP

CLF

CLR

CMP

CMPA

CMU

CND

C/O

COL

CONC

CONN

CONST

CONT

COORD

COR

CPLG

CPVC

CTR

CULV

CYL

CU FT

CU IN

CABLE TELEVISION

CATCH BASIN

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CURB AND GUTTER

CAST IRON PIPE

CIRCUIT

CAST-IRON SOIL PIPE

CONSTRUCTION JOINT

CENTER LINE

CLASS

CHAIN LINK FENCE

CLEAR/CLEARANCE

CORRUGATED METAL PIPE

CORRUGATED METAL PIPE ARCH

CONCRETE MASONRY UNIT

CONDUIT

CLEANOUT

COMPANY

COLUMN

CONCRETE

CONNECTION

CONSTRUCT/CONSTRUCTION

CONTINUOUS

COORDINATE

CORNER

COUPLING

CHLORINATED POLYVINYL CHLORIDE

CHLORINE SOLUTION

CENTER

CULVERT

CUBIC YARD

CYLINDER

CUBIC FEET

CUBIC INCHES

CHECK VALVE

D D

DBL

DET

DIA

DIAG

DIFF

DIM

DIP

DISCH

DRN

DWG

DWL

DWV

D/W DRIVEWAY

DRAIN, WASTE AND VENT

DESIGN WATER LEVEL

DRAWING

DRAIN

DRIVE

DISCHARGE

DUCTILE IRON PIPE

DIMENSION

DIFFUSER

DIAGONAL

DIAMETER

DUCTILE IRON/DROP INLET

DIESEL FUEL

DRINKING FOUNTAIN

DETAIL

DOUBLE

DEGREE OF CURVATURE

E E

ECC

EFF

ELEC

ELP

ENC

ENGR

EOP

EQUIP

ESMT

EST

EXIST

EXP

EXT EXTERIOR/EXTENSION

EXPANSION

EXISTING

EACH WAY

ESTIMATE/ESTIMATED

EASEMENT

EQUIPMENT

EDGE OF PAVEMENT

ENGINEER

ENCASEMENT

ELLIPTICAL

ELECTRIC/ELECTRICAL

ELEVATION

EASEMENT LINE

EFFLUENT

EACH FACE

ECCENTRIC

EACH

EAST

FAB

FAC

FCV

FIG

FIN

F/L

FLG

FRP

FTG

FUT

FABRICATE

FLANGED ADAPTER COUPLING

FLOW CONTROL VALVE

FLOOR DRAIN

FILTERED EFFLUENT

FINISHED FLOOR

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLOW LINE

FLOOR/FLOOR LINE

FLANGE

FORCE MAIN

FIBERGLASS REINFORCED PLASTIC

FLOOR STAND

FEET/FOOT

FOOTING

FUTURE

FOOT VALVE

GAL

GALV

GAS

GEJ

GND

GPD

GPM

GAUGE

GALLON

GALVANIZED

GAS MAIN

GROOVED END JOINT

GROUND

GALLONS PER DAY

GALLONS PER MINUTE

GRADE

GALVANIZED STEEL

GSP

GSR

GALVANIZED STEEL PIPE

GROUND STORAGE RESERVOIR

GATE VALVE

HOA

HORIZ

HVAC

HWL

HWY

HYDR

HOSE BIBB

HEAVY DUTY

HAND/OFF/AUTO

HORIZONTAL

HORSEPOWER

HOUR

HEIGHT

HEATING, VENTILATION & AIR COND

HIGH WATER LEVEL

HIGHWAY

HYDRAULIC

INF

INT

INV

IRR

INSIDE DIAMETER

INCHES

INFLUENT

INTERSECTION

INVERT

IRON PIPE

IRRIGATION

JUNCTION BOX

JOINT

LAB

LAT

LAV

LVR

LWL

LABORATORY

LATERAL

LAVATORY

POUND

LINEAR FEET

LIGHT POLE

LIFT STATION

LEFT

LOUVER

LOW WATER LEVEL

XX.X

DETAIL

SECTION

WALL

SECTIONS

BUILDING

SECTION

BTB

RAP

MDG

IRR

32.91

21 21

20 21

17 16 15

17 18

20 21

27 28 29

35 34 33

17 20

40 39 38 37 36

25 26 27 28

353433

17 18

20 21 2223

17 19

23 24

25 25

31 32

31 33

RCV

E E

8" SS

8" S

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00

DYH

H Y D

DYH

x x x x x x x x x x x x x x x x x x x x x x x

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

C-101

PROPOSED SITE

H \C

.0 1_

P R

O P.

D W

:5 2:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

201200

100 EXISTING WEST MASTER LIFT

STATION

720720

00 50 10000 50 100

810 810

STRUCTURE TABLE:

EX FIRE

HYD ASSY

EX FIRE

HYD ASSY

EX FHA 500' R

EXISTING CARROUSEL TRAIN #2

PROPOSED EAST MASTER LIFT

STATION (48'x32')

PROPOSED DEGRIT/SPLITTER

STRUCTURE (50'x33')

PROPOSED ODOR CONTROL

EXISTING CARROUSEL TRAIN #1

EXISTING RAS/WAS PUMP

STATION MODIFICATIONS

EXISTING CARROUSEL TRAIN #3

EXISTING SLUDGE PUMP STATION

PROPOSED BLOWER BUILDING

(40'x20')

EXISTING STORAGE BUILDING

(TO BE REMOVED)

PROPOSED 4-STAGE BNR 5 MGD

OXIDATION DITCH TRAIN #4

(300'x112')

PROPOSED 4-STAGE BNR 5 MGD

OXIDATION DITCH TRAIN #5

(300'x112')

FUTURE 4-STAGE BNR 2.5 MGD

OXIDATION DITCH TRAIN #6

FUTURE 4-STAGE BNR 2.5 MGD

OXIDATION DITCH TRAIN #7

PROPOSED RAS/WAS (38'x30')

PROPOSED 90-FOOT DIAMETER

CLARIFIER #4

PROPOSED 90-FOOT DIAMETER

CLARIFIER #5

FUTURE 90-FOOT DIA CLARIFIER

EXISTING FILTERS #1, 2, & 3

FUTURE 10 MGD FILTER

EXISTING CHLORINE CONTACT

CHAMBER (CCC)

EXISTING CHEMICAL STORAGE

BUILDING

DEMOLISH EXISTING OUTFALL

PUMP STATION STORAGE ROOM

& REPLACE PUMPS

PROPOSED 16 MGD UV SYSTEM

EXISTING RECLAIMED STORAGE

TANKS

EXISTING NORTH REUSED PUMP

STATION

SOUTH REUSE PUMP STATION

EXISTING BLOWER BUILDING AND

DRIVEWAY TO BE DEMOLISHED

EXISTING SLUDGE DIGESTERS

PROPOSED BULK ALUM STORAGE

BUILDING

EXISTING BLOWER BUILDING

EXISTING OPERATIONS BUILDING

EXISTING PUBLIC WORKS

FACILITIES

PROPOSED ELECTRICAL

BUILDING (40'x24')

PROPOSED GENERATOR (30'x15')

FUTURE STORAGE BUILDING

(BY OTHERS) (75'x50')

920 PROPOSED GENERATOR

710 PROPOSED SLUDGE

DEWATERING BUILDING

BTB

RAP

14" S

LUDGE

8" W .A.S.

GraphData

VLV VLVVLVVLV

31.88

BF.1

31.84

BF.1

31.92

30.66

OHL.1

31.72

OHL.1 OHL.2

31.48

OHL.2 PT WOOD

34.97

W1429 35.28

36.11

34.82

34.85

35.05

46.10

PP WOOD OHL.1

H L.

P W

O O

D O

H L.

E 7+5

W20043 36.45

W20044 36.54

20105 36.16

GUY

20106 36.33

GUY

20107 37.27

GUY

20108 37.31

GUY

O O

O 12+10

20132 36.68

OHL.1

VAULT ELECTRIC

19.63

RCV

18.47

RCV

20.17

VAULT ELECTRICVAULT

VAULT

19.95

S 1027 20.58

19.82

18.06

LSS 1030

16.57

VAULT ELECTRIC RCM

16.71

RCM

20.13

VAULT

21.35

S 1038 20.48

VAULT

ELECTRIC

S 1040

20.54

RCV

20.81

RCV

20.81

RCVRCV

20.62

RCV

20.75

CO RCM

20.82

RCMW1048

20.86

RCV

18.50

RCV

20.38

RCV

18.26

RCV

18.62

RCV

20.22

RCV

20.24

RCV

20.12

RCV

19.93

RCV

21.18

21.15

VAULT

W1073 18.44

WVS 1074

18.48

VAULT

S 1076 22.28

SVLS

22.41

S 1078 22.24

22.12

21.60

21.66

RCV

22.42

RCV

23.06

RCV

RCM

22.19

RCM

22.37

RCM

23.08

20.70

20.92

20.79

W1095 23.63

W1096 22.95

23.84

23.72

S 1099 23.84

S 1100 22.27

S 1101 22.14

VAULT ELECTRIC

RCM

23.06

RCM

VAULT

WATER

24.40

23.65

24.56

24.50

25.09

S 1111 24.34

S 1112 24.25

S 1115 24.21

22.62

ARV

S 1120 20.80

S 1124 22.19

S 1125 21.83

23.72

23.51

WMS 1132

22.91

S 1133

23.03

24.74

VAULT

ELECTRIC

VAULT

ELECTRIC

W1137 25.16

S 1142 23.31

S 1143 23.66

26.92

W1145 26.50

RCV

26.24

RCVRCV

26.55

RCV

26.94

27.17

W1151 26.82

W1152 26.76

28.33

27.75

CO1156

27.89

27.42

27.46

27.11

29.70

28.07

28.88

WM1165

29.12

E1166 29.15

BEP

C1167 29.36

BTPT1169

29.50

BCP

29.46

Y1175 29.07

29.32

28.61

29.64

31.66

25.82

W 1183 29.32

RCV

28.21

RCV

S 1185 27.54

S 1186 27.18

S 1187 27.29

S 1188 29.85

S 1189 29.78

S 1190 31.31

28.63

BF 2 IN

28.45

S 1193 28.10

S 1194 28.51

28.52

WM SEWER METER

RCV

26.39

RCV

RCM

27.18

RCM

RCV

27.25

RCV S 1199

28.26

S 1200 28.24

25.65

RCV

25.04

RCV

24.86

RCM

24.32

RCM

23.93

RCV

24.09

RCV

23.64

18.96

PP WOOD OHL.1

18.63

PP WOOD OHL.1

18.82

GUY

S 1230 16.62

RCV

16.71

RCV

16.37

GUY

16.35

GUY

16.86

PP WOOD OHL.4

16.29

PP WOOD OHL.4 OHL.5

15.97

GUY

16.98

OHL.5

S 1240 16.83

17.74

GUY

17.77

GUY

17.70

GUY

17.62

OHL.4 OHL.6 PP BROKEN WOOD

17.87

PP WOOD OHL.4 OHL.7

17.29

OHL.6

20.32

PP WOOD OHL.7

C1258 26.39

BTP

26.83

OHL.9

29.39

GUY

29.30

PP WOOD OHL.7

29.36

PP WOOD OHL.7 OHL.10 OHL.11 OHL.12 OHL.13 1266

29.63

PP WOOD OHL.10

30.67

PP WOOD OHL.7

30.34

PP WOOD OHL.14

29.28

PP WOOD OHL.14 OHL.10 OHL.11

29.05

OHL.10

29.00

PP WOOD OHL.12 OHL.151272

28.78

OHL.15

32.40

OHL.12 OHL.13 PP WOOD

28.88

GUY

28.86

GUY

28.85

GUY

28.03

PP WOOD OHL.13

28.11

OHL.13

27.63

GUY

29.81

PP OHL.14 OHL.16

30.16

PP WOOD OHL.16

29.30

PP WOOD OHL.16

27.30

PP WOOD OHL.16

27.51

OHL.16

S1288 29.38

SM ADJ SS

S1291 26.05

SM ADJ

S1294 23.19

SM ADJ

23.09

FGI ADJ

S1296 24.85

SM ADJ

S1297 21.05

SM ADJ

S1298 20.16

SM ADJS1299

20.20

SM ADJ

S1307 20.07

SM ADJ

S1308 21.42

SM ADJ

S1300 19.98

SM ADJ

S1301 17.20

SM ADJ

D1309 18.91

DM ADJ

15.12

FGI ADJ

15.19

FGI ADJ

15.70

FGI ADJ

15.98

FGI ADJ

D1304 16.89

DM ADJ D1305

18.34

DM ADJ D1306

19.79

DM ADJ

S1302 21.35

SM ADJ S1303

21.81

SM ADJ

19.55

FGI ADJ

28.57

FGI ADJ

28.47

FGI ADJ

28.06

FGI ADJ

28.13

FGI ADJ

27.11

FGI ADJ

27.16

FGI ADJD

27.17

DM ADJ

26.29

UFO

NC PAD CO

VERING

30.06

FGI ADJ

28.32

CMP.1

30.00

MES

E1328 21.90

DM ELECTRIC

E1329 20.89

DM ELECTRIC

E1330 20.77

DM ELECTRIC

S1337 22.62

SM ADJ

36.60

WL.1 WL.4

S3946 21.43

35.23

32.50

32.36

35.22

BFMY

CLUSTER

32.77

W4041 33.60

32.63

32.52

32.11

E4107 32.60

EFX

IRR

32.91

33.14

WM 4114

33.37

33.34

33.57

23.54

23.79

DIP VERTICAL

E4194 23.43

EFX

O 10O

35.98

WL.1

36.36

WL.1

36.36

WL.2

35.95

WL.2

36.60

WL.1

36.66

WL.3

36.17

WL.3

36.60

WL.1

36.04

WL.4

36.40

WL.1

36.42

WL.5

35.43

WL.5

36.94

RCW.1

36.45

RCW.14238

35.39

RCW.1

33.74

WL.5

35.79

WL.2

35.05

WL.2

34.08

WL.2

32.14

WL.2 4295

35.45

WL.14

35.19

WL.14

35.20

WL.3

34.94

WL.3

35.32

WL.14

34.12

WL.3

34.87

WL.44302

34.05

WL.44303

32.13

WL.4

34.77

WL.5

31.82

WL.5

33.76

FM.2

33.67

RCW.1

32.19

RCW.14310

31.59

RCW.1

31.78

FM.2

CLUSTER

MYMY

SANITARY MANHOLE

TOP=22.62

E INV=17.57

S INV=18.17

W INV=17.57

SANITARY MANHOLE

TOP=20.16

N INV=16.16

NE INV=12.41

E INV=12.51

W INV=12.45

SANITARY MANHOLE

TOP=21.05

NE INV=12.98

E INV=13.43

SW INV=13.55

SANITARY MANHOLE

TOP=20.20

W INV=12.18

E INV=12.37

LIFT STATION

TOP=18.06

S INV=20.07

W INV=17.04 E INV=16.13

S INV=24.15

W INV=17.15

TOP=35.31

NE INV=17.46

SE INV=18.67

W INV=17.65

FLAT GRATE INLET

TOP=23.09

N INV=20.26

S INV=20.27

SANITARY MANHOLE

TOP=23.19

NE INV=19.94

S INV=20.15

SANITARY MANHOLE

TOP=24.85

TOO MUCH BUILDUP TO DETAIL

COULD NOT SEE ANY PIPES

W21086 36.60

TN110431

21.25

111151 22.68

VLT

111152 22.69

VLT

111153 22.62

VLT

111154 22.58

VLT

112684 29.04

112714 19.97

112721 20.97

112735 23.44

112737 23.58

112738 25.19

112739 27.02

112740 27.42

112741 26.12

112743 31.98

112744 25.49

112745 24.62

112746 24.81

112748 23.88

112750 20.46

112751 18.72

LP112752

17.19

112753 20.37

112754 21.79

E112915 20.61

EFX

.23

SANITARY MANHOLE

TOP=21.42

COULD NOT OPEN

SANITARY MANHOLE

TOP=17.20

N INV=11.85

W INV=11.90

DRAINAGE MANHOLE

TOP=15.12

NW INV=11.65

SE INV=11.7

SW INV=11.79

DRAINAGE MANHOLE

TOP=15.19

NE INV=11.98

SANITARY MANHOLE

TOP=20.07

W INV=18.27

W INV=14.97

TOO MUCH WATER PRESSURE

APPEARS TO RETURN BACK TO

LIFT STATION

DRAINAGE MANHOLE

TOP=19.79

SE INV=12.55

W INV=12.63

S INV=16.35

DRAINAGE MANHOLE

TOP=18.34

W INV=12.84

E INV=12.74

DRAINAGE MANHOLE

TOP=16.89

E INV=13.15

NW INV=10.85

SW INV=12.09

FLAT GRATE INLET

TOP=15.98

N INV=11.40

SW INV=11.05

FLAT GRATE INLET

TOP=15.70

S INV=10.08

W INV=10.25

FLAT GRATE INLET

TOP=30.06

N INV=28.37

FLAT GRATE INLET

TOP=28.57

S INV=26.21

FLAT GRATE INLET

TOP=28.47

N INV=25.97

SW INV=25.92

FLAT GRATE INLET

TOP=28.06

NE INV=25.66

W INV=25.61

FLAT GRATE INLET

TOP=28.13

E INV=25.68

W INV=25.65

FLAT GRATE INLET

TOP=27.11

E INV=24.73

FLAT GRATE INLET

TOP=27.16

DRAINAGE MANHOLE

TOP=27.17

W INV=25.02

YARD DRAIN

TOP=29.07

SANITARY MANHOLE

TOP=26.05

N INV=22.55

E INV=22.85

S INV=22.85

W INV=24.01

NW INV=22.78

FLAT GRATE INLET

TOP=19.55

SANITARY MANHOLE

TOP=21.81

NE INV=17.31

W INV=17.16

SANITARY MANHOLE

TOP=21.35

N INV=16.11

E INV=16.21

INVERT=14.23

VAULT

LS41001

19.20

LSVAULT

41017 14.04

RCP 24 INVERT

LS41021

23.85

LS VLT

41022 23.81

LS VLT

S40533 17.78

40009 34.33

DIP 10 VERTICAL

40010 34.21

DIP 6 VERTICAL

40011 34.43

PVC 6 VERTICAL

40012 34.46

DIP 6 VERTICAL

40013 32.30

DIP 10 VERTICAL

40014 32.23

DIP 8 VERTICAL

40015 32.02

DIP 8 VERTICAL

E 40696 22.90

DIP 8 VERTICAL ESM

E 40697 23.30

DIP 12 VERTICAL ESM

27.36

MES

29.40

VAULT

LIFT STATION

TOP=23.81

LIFT STATION

TOP=23.85

N INV=18.10

NE INV=19.60

E INV=18.35

SW INV=19.80

LIFT STATION

TOP=19.20

24" DIP FORCE MAIN

TOP=11.90

INVERT=12.83

INVERT=18.98

INVERT=19.84

SANITARY MANHOLE

TOP=22.41

18" PVC FORCE MAIN

TOP=17.510

INVERT=16.24

INVERT=11.89

VAULT

SANITARY MANHOLE

TOP=19.98

W INV=12.24

CAN NOT SEE EAST

& NORTH PIPES

SANITARY MANHOLE

TOP=17.78

SE INV=12.88

W INV=13.03

INVERT=28.32

FLAT GRATE INLET

TOP=26.29

E INV=24.64

SW INV=24.59

NW INV=25.29

INVERT=23.88

INVERT=26.31

YARD DRAIN

TOP=28.07 MW ELEVATION=28.68

DRAINAGE MANHOLE

TOP=18.91

RCV

E E

10 14

8" SS8"

8" SS

6" SS

8" SS

8" S

2" SS

4" SS

8" S

" S

VLV

8" SS

8" S

3" SS

" S

8" S

8" SS

TOP 16.58

E INV 11.63

S INV 11.66

W INV 12.21

" S

VLV

8" S

3" SS

" S

VLV VLV VLV

8" SS

8" SS 8" SS

6" SS

" S

VLV

VLVVLV

VLV

TOP 16.25

N INV 12.53

S INV 112.53

" S

" S S

FUTURE CLARIFIER 6

90'Ø

FUTURE CLARIFIER 7

90'Ø

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00

DYH

H Y D

x x x x x x x x x x x x x x x x x x x x x x x

BNR

TRAIN 6

BNR

TRAIN 7

BNR

TRAIN 4

BNR

TRAIN 5

CLARIFIER 4

90'Ø

CLARIFIER 5

90'Ø

STORAGE BUILDING

(BY OTHERS)

DEGRIT &

SPLITTER

GENEAST

MASTER

BLOWERS

ELECT

16" RS

20" RS

12" RAS12" RAS

20" CLEFF

" C

8" W

8" WAS

24" FM

" F

" R

10" REUSE WATER

" R

10" RS

8" D

" R

8" D

8" DR

" R

" R S

" R

20" RS

12" RAS

6" SCUM

" C

24" RS

30" EFFL

2" R

12" DR

8" DR

2" REUSE WATER

CONSTRUCTION

BASELINE

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

C-102

PROPOSED YARD

PIPING PLAN

H \C

.0 1_

-P R

O P.

D W

:5 2:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

NEW IPS AND DEGRIT

ACCESS ROAD

00 50 100

WEST MASTER

PUMP STATION

EX RECLAIMED

STORAGE TANK

EX RECLAIMED

STORAGE TANK

EX CARROUSEL

TRAIN #1

EX CARROUSEL

TRAIN #2

EX CARROUSEL

TRAIN #3

EX SLUDGE

DIGESTER

PROP SLUDGE

DEWATERING

BUILDING

EX PUBLIC

WORKS

FACILITY

EX PUBLIC

WORKS

FACILITY

EX SLUDGE

DIGESTER

EX SLUDGE

DIGESTER

EXISTING GRAVITY

INTERCEPTOR (TO REMAIN)

CONSTRUCTION

BASELINE

ALUM

AIR

WAS

FORCE MAIN

EFFLUENT

SLUDGE

POTABLE WATER

REUSE WATER

STORM

EXISTING YARD PIPING LEGEND

EXPANSION YARD PIPING LEGEND

ALUM

SEWAGE FORCE MAIN (FM)

CLARIFIED EFFLUENT (CLEFF)

MIXED LIQUOR (ML)

REUSE WATER

GRAVITY DRAIN (DR)

WASTE ACTIVATED SLUDGE (WAS)

RETURN ACTIVATED SLUDGE (RAS)

RAW SEWAGE (RS)

SCUM

NOTE:

ALL PROPOSED PIPING SHALL BE DIP, UNLESS

NOTED OTHERWISE

PROPOSED YARD PIPING LEGEND

ALUM

GRAVITY DRAIN (DR)SS

WASTE ACTIVATED SLUDGE (WAS)

PROP ALUM STORAGE

C-103 DEWATERING BUILDING

PIPE MODIFICATIONS

POTABLE WATERW

REUSE WATERRW

BTB

RAP

MDG

2" PVC POTABLE WATER

TO EYE WASH AND HOSE

STATIONS

ALUM LINE TO FILTERS

VAULT

ELECTRIC

S 1142 23.31

S 1143 23.66

26.92

W 1145 26.50

RCV

26.24

RCV

26.55

RCV

26.94

27.17

25.65

RCV

25.04

RCV

C 1258 26.39

BTP

26.83

OHL.9

S 1291 26.05

SM ADJ

S 1337 22.62

SM ADJ

SANITARY MANHOLE

TOP=22.62

E INV=17.57

S INV=18.17

W INV=17.57

111151 22.68

VLT

111154 22.58

VLT

112741 26.12

112744 25.49

112745 24.62

.23

SANITARY MANHOLE

TOP=26.05

N INV=22.55

E INV=22.85

S INV=22.85

W INV=24.01

NW INV=22.78

8" SS

6" SS

8" S

8" SS

8" W .A.S.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

C-103

ENLARGED PIPING

PLAN

H \C

.0 1_

-E N

.D W

:5 2:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

00 10 20

10" DIP @ 4% MIN FROM

SLUDGE LOADING AREA

(SEE SHEET M-102)

12"x10" DIP WYE

(TYPICAL OF 2)

10" DIP 45° BEND

(TYPICAL OF 2)

10" DIP @ MIN 4% FROM

CENTRIFUGE DRAINS

(SEE SHEET M-102)

6" DIP @ MIN 4% FROM SLUDGE

PRESS AREA FLOOR DRAINS

(SEE SHEET M-102)

4" DIP @ MIN 4% FROM RESTROOM

(SEE SHEET M-102)

TEMPORARY DEWATERING

AREA DURING CONSTRUCTION

TEMPORARY 8" PIPING FOR

TEMPORARY DEWATERING

DURING CONSTRUCTION

TEMPORARY 8" PIPING FOR

TEMPORARY DEWATERING

DURING CONSTRUCTION

CUT, CAP, AND GROUT

FILL EX DRAIN PIPES

REMOVE EX

DRAIN PIPES

PROPOSED 12" DIP

GRAVITY DRAIN

PROPOSED 8" DIP

SLUDGE FEED

6" DIP 45° BEND

8" GATE VALVE

8" 45° BEND

(TYPICAL OF 5)

8"x8" TEE

(TYPICAL OF 2)

8" GATE VALVE

1" PVC WATER

2" PVC REUSE WATER

BTB

RAP

MDG

12"x6" DIP WYE6"x4" DIP WYE

H Y D x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

E 7+5

23.09

FGI ADJ

28.06

FGI ADJ

28.13

FGI ADJ1319

27.11

FGI ADJ

27.16

FGI ADJD

27.17

DM ADJ

26.29

UFO

NC PAD CO

VERING

30.06

FGI ADJ

28.32

CMP.1

30.00

MES

O 17 O

CLUSTER

IRR

32.91

23.79

DIP VERTICAL

24.90

S 3672 23.20

23.15

FGI

23.53

8" P

V C

8" P

40009 34.33

DIP 10 VERTICAL

40010 34.21

DIP 6 VERTICAL

40011 34.43

PVC 6 VERTICAL

40012 34.46

DIP 6 VERTICAL

40013 32.30

DIP 10 VERTICAL

40014 32.23

DIP 8 VERTICAL

40015 32.02

DIP 8 VERTICAL

4" PVC

10" PVC

12" PVC

D A

U E

E E

OHL

' R

T O

F W

A Y

2O ' P

E R

T B

O O

, P A

G E

D A

U E

' R

T O

F W

A Y

2O ' P

E R

T B

O O

, P A

G E

E E

8" SS

GENERATOR

ELECT

BLDG

DEGRIT

FLOW

SPLITTER

N: 1699500.539 E: 561956.929

CONSTRUCTION

BASELINECONSTRUCTION

BASELINE

7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

BNR

TRAIN 4

BNR

TRAIN 5

CLARIFIER 4

CLARIFIER 5

N: 1699400.355 E: 561421.503

STA: 7+72.86

OFF: 97.56'

STA: 7+72.70

OFF: 130.89'

N: 1699367.022 E: 561421.503

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

C-104

SITE GEOMETRY PLAN

H \C

.0 1_

R Y

.D W

:5 3:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

00 30 60

SITE BOUNDARY LINE

CENTER LINE OF ROAD

PROPOSED CONCRETE PAVEMENT

S/W SIDEWALK

TYP TYPICAL

R5' 5' RADIUS

LINEAR FEETLF

SQUARE FEETSF

SITE LEGEND

EXISTING EDGE OF PAVEMENT

PROPOSED ASPHALT PAVEMENT

EXISTING PAVEMENT

HISTORIC

LIVE OAK TREEH

110 STRUCTURE NUMBER SEE

SHEET C-101 FOR IDENTIFICATION

REMOVE AND REPLACE

ASPHALT PAVEMENT

BTB

RAP

ELECTRIC

VAULT

ELECTRIC

S 1142 23.31

S 1143 23.66

26.92

W 1145 26.50

RCV

26.24

RCV

26.55

RCV

26.94

27.17

25.65

RCV

25.04

RCV

C 1258 26.39

BTP

26.83

OHL.9

S 1291 26.05

SM ADJ

S 1337 22.62

SM ADJ

111151 22.68

VLT

111152 22.69

VLT

111153 22.62

VLT

111154 22.58

VLT

112741 26.12

112744 25.49

112745 24.62

.23

8" W .A.S.

27.00 27.00

27.00

24.13

25.24

25 26

24.74

0' 20 .0

.0 0'

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

C-105

DEWATERING

BUILDING - PAVING &

GRADING

H \C

.0 1_

-E N

.D W

:5 3:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

00 10 20

DEWATERING

BUILDING

FF EL: 27.00

REMOVE AND REPLACE

ASPHALT PAVEMENT

SITE LEGEND

PROPOSED ASPHALT PAVEMENT

REMOVE AND REPLACE

ASPHALT PAVEMENT

BTB

RAP

MDG

EXISTING CONCRETE AREA TO

BE REMOVED AND SODDED

AREA TO BE SODDED

AREA OF DEMOLISHED BLOWER BUILDING

AND DRIVEWASY TO BE SODDED

SAWCUT AND REMOVE EXISTING

CONCRETE GUTTER AS SHOWN

29.32

RCM

24.32

RCM

23.93

R C

24.09

RCV

23.79

DIP VERTICAL

25.52

25.94 25.94

25.16

24.70

25.22

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

C-106

BULK ALUM BUILDING

- PAVING & GRADING

H \C

.0 1_

-E N

.D W

:5 3:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

00 5 10

8" CONCRETE APRON

BULK ALUM STORAGE

BUILDING

FF EL: 26.00

ASPHALT

PAVEMENT

BTB

RAP

S-001

DEWATERING

BUILDING LIFE

SAFETY PLAN

H \C

.0 1_

U C

W G

:5 3:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

ofSHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

NOT FOR CONSTRUCTION

Y O

F D

D W

M . N

W R

F D

1000706-240406.01

S . A

U E

, F L

OCTOBER 2024

10/2024 90% DESIGN

SUBMITTAL

NORTH

PLAN

1/4" = 1'-0"

8'4'2'0

DEWATERING OFFICE LIFE SAFETY PLAN

PLAN REVIEW INFORMATION

BUILDING CODE:

OCCUPANCIES (IBC 302):

CONSTRUCTION TYPE (IBC 602):

ROOF CLASSIFICATION (IBC 1505):

EXTERIOR WALL CONSTRUCTION (IBC 1404):

NORTH:

SOUTH:

EAST:

WEST:

SPRINKLER TYPE & COVERAGE (IBC 903):

TYPE IIB

CMU

NONE

CLASS C

BUILDING HEIGHT:

ALLOWABLE HEIGHT (IBC 504):

11 FT

55 FT

BUILDING CRITERIA

BUILDING CODES

ACTUAL NUMBER OF STORIES:

ALLOWABLE MODIFIED NUMBER OF STORIES (IBC 504):

OCCUPANT LOAD (IBC TABLE 1004.1.2): 150/GROSS (BUSINESS)

48"*.2= 1" 36"

EXITING

EXIT WIDTH (IBC TABLE 1005):

EXIT PASSAGE WIDTH REQUIRED (1024.2):

EXIT PASSAGE WIDTH PROVIDED (1024.2):

NUMBER OF EXITS REQUIRED (IBC 1006 & 1017):

NUMBER OF EXITS PROVIDED:

COMMON PATH OF EGRESS (IBC 1006.2.1):

FIRE RATINGS (IBC TABLE 601 & TABLE 602):

STRUCTURAL FRAME:

BEARING WALLS:

EXTERIOR: 0 HRS

0 HRS.

NON-BEARING WALLS:

INTERIOR:

EXTERIOR:

0 HRS.

ROOF CONSTRUCTION: 0 HRS.

FIRE WALLS (IBC 706): 2 HRS.

FIRE BARRIERS (IBC 707):

CONTROL AREAS 1 HRS.

FIRE RATINGS

INTERIOR MASONRY 0 HRS

EXIT WIDTH IN INCHES

LIFE SAFETY PLAN KEY

DIRECTION OF TRAVEL

HOOK MOUNTED FIRE EXTINGUISHER

LOCATIONS PER I.F.C. SECTION 906

36"

CM…

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File details come from the government source that posted it. Updated Jul 28, 2025.