NSB_AIr_Traffic_Control_S2S_-_Bid_Set_Plans.pdf

PDF 5 MB Posted May 22, 2026

Attached to: Air Traffic Control Septic to Sewer
Solicitation number: 21-26-AIR
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Oct 26, 2026

This is a bid set plans document for the City of New Smyrna Beach's Air Traffic Control Septic to Sewer conversion project located at the New Smyrna Beach Municipal Airport in Volusia County, Florida. The project involves converting existing septic infrastructure to municipal sewer service, requiring the installation of approximately 1,072 linear feet of 8-inch SDR 26 PVC sanitary sewer pipe, 391 linear feet of 6-inch SDR 26 PVC pipe, and approximately 493 linear feet of 2-inch SCH 80 PVC conduit for future use. The work includes construction of shallow sanitary manholes, connection to the existing municipal sewer system, and removal and abandonment of the existing septic tank system. The plans were issued for bid in May 2026, with the bid number identified as 21-26-AIR. The project requires coordination with the New Smyrna Beach Utilities (NSBU) system and involves restoration of asphalt pavement, sodding, and drainage management. Sealed bids are due August 10, 2026, through the City's eProcurement Portal.

The plans specify significant technical and construction requirements, including minimum 36-inch cover for all mains, 98 percent compaction for paved areas, OSHA compliance for excavation and shoring, and preparation of storm water pollution prevention plans (SWPPP) with NPDES permit coverage prior to construction. Contractors must employ a Florida-registered surveyor, provide 48-hour notice to utility owners before beginning work, and maintain effective drainage and erosion control throughout construction. The contractor is responsible for all damage to existing utilities and facilities, with replacement to the owner's satisfaction. The document indicates that Mead and Hunt, Inc. serves as the civil engineer and project manager, and that construction shall not interrupt water, wastewater, or reclaimed water service without pre-approved coordination. No contract value, term, incumbent information, or set-aside designations are specified in these bid set plans.

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Other files

File	Type	Posted
Air_Traffic_Control_Septic_to_Sewer_(Addendum_#1_Revision).pdf	PDF	Jul 28, 2026
Air_Traffic_Control_Septic_to_Sewer.pdf	PDF	Jul 2, 2026
NSB_Air_Traffic_Control_Technical_Specifications_.pdf	PDF	Jun 26, 2026
Insurance_Requirements_.pdf	PDF	May 27, 2026
Required_Documentation_and_City_Forms.pdf	PDF	May 22, 2026
Draft_Contract.pdf	PDF	May 22, 2026
NSB_AIr_Traffic_Control_S2S_-_Bid_Set_Plans.pdf	PDF	May 22, 2026
Public_Records.pdf	PDF	May 12, 2026

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NEW SMYRNA BEACH

MUNICIPAL AIRPORT

INLET SHORES

ISLESBORO

TURNBULL SHORES

FAIRGREEN

US-1

TURNBULL BAY RD

SOUTH ST

INDUSTRIAL PARK AVE

US-1

INLET SHORES DR

VOLUSIACOUNTYFLAGLERSEMINOLELAKE

G-001

COVER SHEET

CMC

RJG

\\C O

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D H

U N

O M

\S H

\D R

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G -0

R S

W G

:0 4:

NOT FOR CONSTRUCTION

4644400-251634.01

MAY 2026

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

LOCATION MAP

PROJECT

LOCATION

NEW SMYRNA BEACH AIRPORT

AIR TRAFFIC CONTROL SEPTIC TO SEWER

ISSUED FOR BID

BID NO. 21-26-AIR

MAY 2026

Know what's below.

before you dig.Call

PROJECT TEAM:

CITY OFFICIALS

MAYOR FRED CLEVELAND

CITY MANAGER KEVIN COWPER

COMMISSIONERS

ZONE 1 VALLI PERRINE

ZONE 2 LISA MARTIN

ZONE 3 JASON MCGUIRK

ZONE 4 BRIAN ASHLEY

ENGINEER OF RECORD: CASSANDRA CISSELL, PE 87105

OWNER:

NEW SMYRNA BEACH AIRPORT

CONTACT: ARVIN WEESE, MBA

ASSISTANT AIRPORT DIRECTOR

602 SKYLINE DRIVE

NEW SMYRNA BEACH, FL 32168

VICINITY MAP

DELTONA

BEACH

NEW SMYRNA

PIERSON

DeLAND

40 DAYTONABEACH

ORMOND BEACH

A1A

COUNTY

SEMINOLE

MONROE

LAKE

LAKE CO

UNTY

FLAGLER COUNTY

PORT ORANGESPRINGS

DELEON

BREVARD COUNTY

HARNEY

LAKE

A1A

LAKE

GEORGE

DEBARY

ORANGE

CITY

PROJECT

LOCATION

VOLUSIA COUNTY

PROJECT

LOCATION

CIVIL ENGINEER:

MEAD & HUNT, INC.

CONTACT: CASSANDRA "CASEY" CISSELL, PE

PROJECT MANAGER

4401 EASTPORT PARKWAY

PORT ORANGE, FL 32127

PHONE: (386)-414-5062

SURVEYOR:

SOUTHERN SURVEYING AND

MAPPING CORP.

CONTACT: ALEX JENKINS, PSM

550 SOUTH HIGHLAND STREET

MT. DORA, FL 32757

PHONE: (352)-343-4880

SHEET INDEX

SHEET NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 GENERAL NOTES

C-101 PLAN & PROFILE

C-102 PLAN & PROFILE

C-103 PLAN & PROFILE

C-500 DETAILS

C-501 DETAILS

C-502 DETAILS

G-002

GENERAL NOTES

CMC

RJG

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\S H

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N O

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:0 4:

NOT FOR CONSTRUCTION

4644400-251634.01

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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

MAY 2026

GENERAL NOTES:

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 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

IMMEDIATELY UPON ANY CONFLICTS DURING

CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON

THESE DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

DAMAGE TO, AND REPLACEMENT OF, EXISTING

UTILITIES. REPLACEMENT SHALL BE TO THE COMPLETE

SATISFACTION OF THE OWNER.

5. CONTRACTOR TO HAND EXCAVATE WITH CAUTION AND

HOLD/PRESERVE ALL DISTURBED EXISTING UTILITIES

CABLES/CONDUITS DURING CONSTRUCTION.

6. THE CONTRACTOR SHALL PRESERVE FROM DAMAGE

ALL PROPERTY THAT IS IN THE VICINITY, OR IS IN ANY

WAY AFFECTED BY THE WORK. THE REMOVAL OF OR

DESTRUCTION OF PROPERTY WHICH IS NOT CALLED

FOR BY THE PLANS, SHALL BE IMMEDIATELY RESTORED

TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT

NO COST TO THE OWNER.

7. THE CONTRACTOR SHALL PROVIDE FORTY-EIGHT (48)

HOURS NOTICE TO THE VARIOUS UTILITY OWNERS

PRIOR TO BEGINNING CONSTRUCTION.

8. THE CONTRACTOR SHALL CONDUCT HIS WORK AS TO

ENSURE LEAST POSSIBLE OBSTRUCTION TO TRAFFIC,

AND INCONVENIENCE TO THE GENERAL PUBLIC

AND/OR THE RESIDENTS IN THE VICINITY OF THE WORK

AND TO ENSURE THE PROTECTION OF PERSONS AND

PROPERTY. NO ROAD SHALL BE CLOSED TO THE

PUBLIC EXCEPT WITH THE APPROVAL OF THE

ENGINEER AND THE PROPER GOVERNMENTAL

AUTHORITIES.

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 SWALES, INLETS

AND DRAINAGE DITCHES.

11. RESTORATION IS TO BE CONDUCTED CONCURRENTLY

WITH CONSTRUCTION AS DIRECTED BY THE OWNER.

THE OWNER SHALL HAVE AUTHORITY TO SUSPEND

CONSTRUCTION WORK WHEN RESTORATION IS NOT

BEING ADEQUATELY PERFORMED ACCORDING TO THE

CONTRACT DOCUMENTS OR BEST MANAGEMENT

PRACTICES (BMP). ALL DISTURBED AREAS ARE TO BE

RESTORED TO PRE-CONSTRUCTION OR BETTER

CONDITION. 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. NO

SEEDING SHALL BE PERMITTED.

12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND

THE CONTRACTOR'S EXPENSE TO PROVIDE THE

ENGINEER WITH "AS-BUILT" DRAWINGS OF

CONSTRUCTION. DRAWINGS SHALL CONTAIN SPECIFIC

LOCATION OF ALL WATER MAINS, FORCE MAINS AND

RECLAIMED WATER MAINS, VALVES, SERVICES AND

OTHER WORK PERFORMED BY CONTRACTOR.

AS-BUILTS SHALL BE PREPARED IN AUTOCAD FORMAT

USING THE CONSTRUCTION PLANS CAD FILES AS A

BASIS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROPER APPLICATION OF THRUST RESTRAINT SYSTEM

TO PREVENT MOVEMENT OF PRESSURIZED PIPE AND

FITTINGS PER FITTING RESTRAINT SCHEDULE ON

SHEET C-501. CONTRACTOR SHALL FURNISH

TEMPORARY DEADMEN AND THRUST BLOCKS AS

REQUIRED OR AS DIRECTED IN THE FIELD.

14. NO FLANGED PIPE SHALL BE INSTALLED

UNDERGROUND.

15. COMPACTION TEST TO BE TAKEN AT POINTS ONE (1)

FOOT ABOVE PIPE AND ONE (1) FOOT VERTICAL

INTERVALS TO FINISH GRADE AND AT HORIZONTAL

SPACING OF THREE HUNDRED (300) FEET BY A

CERTIFIED THIRD PARTY INSPECTOR.

16. A MINIMUM COVER OF 36 INCHES SHALL BE PROVIDED

FOR ALL MAINS. 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 (OSHA).

20. PROVISIONS FOR DEWATERING SHALL BE MADE TO

KEEP GROUNDWATER ELEVATION A MINIMUM OF 6"

BELOW THE PIPE BEING INSTALLED.

21. LENGTHS OF PIPE ARE APPROXIMATE ONLY AND EXACT

LENGTHS ARE TO BE DETERMINED IN THE FIELD.

22. PAVEMENT OVERLAY PRICING SHALL INCLUDE VALVE

BOX AND MANHOLE ADJUSTMENT AND RESTORATION

OF STRIPING AND MARKINGS.

23. CONTRACTOR SHALL CALL FOR UTILITY LOCATES AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

24. IN AREAS WHERE PIPELINE INSTALLATION WILL

DISTURB EXISTING SWALES OR DITCHES,

CROSS-SECTION ELEVATIONS WILL BE REQUIRED AT 25

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. AFTER

PIPE INSTALLATION, SWALES AND DITCHES SHALL BE

RESTORED TO EXISTING GRADES.

25. IF ANY MUCK OR MUCK-LIKE MATERIAL IS DISCOVERED,

IT SHALL BE REMOVED, BACKFILLED WITH CLEAN FILL,

COMPACTED, AND TESTED USING AASHTO T-180

MODIFIED PROCTOR METHOD.

26. NO BURYING OF ANY ORGANIC MATERIALS IS

PERMITTED.

27. SOILS ARE TO BE STABILIZED BY WATERING OR OTHER

MEANS DURING CONSTRUCTION. THIS IS INTENDED TO

REDUCE SOIL EROSION AND DUST IMPACTS .

28. ONCE AN AREA IS SODDED, IT MUST BE MAINTAINED

AND PROTECTED TO ALLOW THE GRASS TO GROW.

29. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO

PRODUCE A "STORM WATER POLLUTION PREVENTION

PLAN" (SWPPP) AND OBTAIN COVERAGE UNDER THE

"NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM" (NPDES) PERMIT BEFORE CONSTRUCTION

PROCEEDS. A CONSTRUCTION GENERAL PERMIT (CGP)

NOTICE OF INTENT (NOI) SHALL BE COMPLETED AND

SUBMITTED TO THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION. FOR MORE

INFORMATION, VISIT THE FOLLOWING WESITE:

HTTPS://FLORIDADEP.GOV/WATER/STORMWATER/CONTENT

/CONSTRUCTION-ACTIVITY-CGP

30. THE CONSTRUCTION BASELINE SHOWN ON THE

DRAWINGS WAS ADDED BY THE ENGINEER TO

ESTABLISH STATIONING FOR REFERENCES. IT WAS NOT

SET IN THE FIELD BY THE SURVEYOR.

31. CONTRACTOR SHALL PROTECT AND AVOID ANY

DAMAGE TO EDGE OF PAVEMENT DURING

CONSTRUCTION.

32. CONTRACTOR TO SAW CUT, MILL AND RESURFACE

ASPHALT PAVEMENT AS INDICATED ON PLANS PER

NEW SMYRNA BEACH STANDARDS.

33. REFER TO SPEC DIVISION 2 FOR GEOTECHNICAL

REPORT SUE TEST HOLE REPORT FOR DETAILS AT

EACH TEST HOLE.

34. 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. THE CONTRACTOR SHALL BE RESPONSIBLE TO

MAKE A REVIEW OF THE SITE TO DETERMINE EXISTING

CONDITIONS AND ANYTHING NOT SHOWN ON THESE

DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION

OF THE ENGINEER AND SHALL NOT CONSTITUTE AN

EXTRA UNLESS APPROVED BY THE ENGINEER. THE

CONTRACTOR SHALL BE VERIFY THE LOCATIONS.

ELEVATIONS AND OTHER FEATURES AFFECTING THEIR

WORK PRIOR TO CONSTRUCTION.

GENERAL TRAFFIC CONTROL / MAINTENANCE OF TRAFFIC

NOTES:

1. THE CONTRACTOR SHALL FURNISH, ERECT AND

MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND

SAFETY DEVICES, IN ACCORDANCE WITH THE PLANS,

U.S. DEPARTMENT OF TRANSPORTATION'S "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES" AND THE

FLORIDA DEPARTMENT OF TRANSPORTATION'S

"STANDARD PLANS" (ALL LATEST EDITIONS).

2. THE CONTRACTOR SHALL SUBMIT A COMPREHENSIVE

TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO

BEGINNING ANY WORK ON THE SITE. IF WORK WILL

ADVANCE IN SECTIONS OR STAGES, THE TRAFFIC

CONTROL PLAN SHALL REFLECT THE REQUIRED

TRAFFIC CONTROL AND MAINTENANCE ASSOCIATED

WITH EACH STAGE.

3. THE CONTRACTOR SHALL PROVIDE, ERECT AND

MAINTAIN EFFECTIVE BARRICADES, WARNING SIGNALS,

SIGNS AND DETOURS IN ALL AREAS WHERE REQUIRED

FOR THE PROTECTION OF THE WORK AND SAFETY OF

THE PUBLIC.

4. VEHICULAR ACCESS FOR EMPLOYEES, SOLID WASTE

COLLECTORS, EMERGENCY RESPONSE VEHICLES, AND

ANY OTHER TRAFFIC DEMED NECESSARY BY THE

OWNER SHALL BE CONTINUOUSLY PROVIDED,

SECURED AND MAINTAINED DURING PROJECT.

NSBU GENERAL NOTES:

1. THE CONTRACTOR SHALL EXERCISE EXTREME

CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER

MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS

AND RECLAIMED WATER MAINS. MAINS LOCATIONS

SHOWN ON PLANS MAY NOT BE EXACT. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING

EXISTING UTILITY LOCATIONS.

2. SHOULD A PIPE EMERGENCY OCCUR, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NEW

SMYRNA BEACH UTILITES (NSBU) DISPATCH OPERATOR

(386-427-1368) AND THE NSBU INSPECTOR.

3. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF

ALL UTILITIES CONNECTING TO THE NSBU SYSTEM

SHALL BE IN CONFORMANCE WITH THE NSBU RULES,

DESIGN, AND CONSTRUCTION SPECIFICATIONS.

4. ALL NSBU MAINS AND FACILITIES WITHIN THE LIMITS OF

THE PROJECT SHALL BE SUPPORTER AND PROTECTED

AGAINST DAMAGE DURING CONSTRUCTION.

5. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE,

SHALL IMMEDIATELY REPAIR ALL DAMAGE TO NSBU

MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN

A TIMELY MANNER, AS DETERMINED BY NSBU, NSBU

MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE

CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES

ASSOCIATED WITH THE REPAIR.

6. THE CONTRACTOR SHALL ADJUST ALL EXISTING NSBU

MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE,

NEW OR ALTERED ROADWAYS, SIDEWALKS,

DRIVEWAYS, OR STORM WATER IMPROVEMENTS. NSBU

FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT

LIMITED TO, PIPELINES, PUMP STATIONS, VALVE BOXES,

AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE

COVERS, AND METERS.

7. ONLY NSBU PERSONNEL SHALL OPERATE NSBU

WATER, WASTEWATER, OR RECLAIMED WATER

VALVES. THE CONTRACTOR SHALL COORDINATE VALVE

OPERATION WITH THE NSBU INSPECTOR. FOR

OPERATION OF MAINS NOT OWNED BY NSBU, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE

WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

8. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE

INTERRUPTIONS IN WATER, WASTEWATER OR

RECLAIMED WATER SERVICE, THE CONTRACTOR SHALL

COORDINATE PRE-APPROVED INTERRUPTIONS OF

SERVICE WITH THE NSBU INSPECTOR 7 WORKING DAYS

IN ADVANCE.

9. FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED

BY NSBU, NO PIPE BENDING IS ALLOWED. THE

MAXIMUM ALLOWABLE TOLERANCE FOR JOINT

DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT

PER 20 FT STICK OF PIPE). ALIGNMENT CHANGE SHALL

BE MADE ONLY WITH SLEEVES AND FITTINGS.

10. SANITARY SEWER SERVICE LATERALS SHOWN ON

PLANS ARE FOR REFERENCE & QUANTITY COUNT

PURPOSE. ACTUAL LOCATIONS TO BE DETERMINED IN

THE FIELD DURING CONSTRUCTION.

TOTALLY ENCLOSED, NON-VENTILATED

ABD ABANDON OR ABANDONED

AC ACRE

A/C AIR CONDITIONING

ACCMP ASPHALT COATED CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHD AHEAD

AIR AIR

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECTURE

ARV AIR RELEASE VALVE

ARVV AIR RELEASE VACUUM VALVE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AUTO AUTOMATIC

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BK BACK

B BASE LINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BS BLACK STEEL PIPE

BV BALL VALVE

BWW BACKWASH WATER

CATV CABLE TELEVISION

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

C&G CURB AND GUTTER

CIP CAST IRON PIPE

CIR CIRCUIT

CISP CAST-IRON SOIL PIPE

CJ CONSTRUCTION JOINT

C CENTER LINE

CL CLASS

CLF CHAIN LINK FENCE

CLR CLEAR/CLEARANCE

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

CO COMPANY

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCT/CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

COR CORNER

CPLG COUPLING

CPVC CHLORINATED POLYVINYL CHLORIDE

CS CHLORINE SOLUTION

CTR CENTER

CULV CULVERT

CY CUBIC YARD

CYL CYLINDER

CU FT CUBIC FEET

CU IN CUBIC INCHES

CV CHECK VALVE

D DEGREE OF CURVATURE

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DF DIESEL FUEL

DI DUCTILE IRON/DROP INLET

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DR DRIVE

DRN DRAIN

DWG DRAWING

DWL DESIGN WATER LEVEL

DWV DRAIN, WASTE AND VENT

D/W DRIVEWAY

E EAST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E EASEMENT LINE

EL ELEVATION

ELEC ELECTRIC/ELECTRICAL

ELP ELLIPTICAL

ENC ENCASEMENT

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EQUIP EQUIPMENT

ESMT EASEMENT

EST ESTIMATE/ESTIMATED

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR/EXTENSION

FAB FABRICATE

FAC FLANGED ADAPTER COUPLING

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FE FILTERED EFFLUENT

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FL FLOW LINE

FL FLOOR/FLOOR LINE

FLG FLANGE

FM FORCE MAIN

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOOR STAND

FT FEET/FOOT

FTG FOOTING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GAS GAS MAIN

GEJ GROOVED END JOINT

GND GROUND

GPD GALLONS PER DAY

GPM GALLONS PER MINUTE

GR GRADE

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GV GATE VALVE

HB HOSE BIBB

HD HEAVY DUTY

HOA HAND/OFF/AUTO

HORIZ HORIZONTAL

HP HORSEPOWER

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HWL HIGH WATER LEVEL

HWY HIGHWAY

HYDR HYDRAULIC

ID INSIDE DIAMETER

IN INCHES

INF INFLUENT

INT INTERSECTION

INV INVERT

IP IRON PIPE

IRR IRRIGATION

JB JUNCTION BOX

JT JOINT

LAB LABORATORY

LAT LATERAL

LAV LAVATORY

LB POUND

LF LINEAR FEET

LP LIGHT POLE

LS LIFT STATION

LT LEFT

LVR LOUVER

LWL LOW WATER LEVEL

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MCC MOTOR CONTROL CENTER

ME MITERED END

MECH MECHANICAL

MFR MANUFACTURER

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFY/MODIFIED

MON MONUMENT

MW MANWAY

MWL MEAN WATER LEVEL

MG MILLION GALLON

MTD MOUNT

NORTHN

N/A NOT APPLICABLE

N & C NAIL AND CAP

NC NORMALLY CLOSED

NE NORTHEAST

NG NATURAL GROUND

NIC NOT IN CONTRACT

NO NUMBER

NO NORMALLY OPEN

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NPW NON-POTABLE WATER

NRS NON-RISING STEM

NS NEAR SIDE

NTS NOT TO SCALE

NW NORTHWEST

NY NYLON TUBING

OC ON CENTER

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

O/E OR EQUAL

OF OUTSIDE FACE

OH OVERHEAD

OPP OPPOSITE

OPT OPTIONAL

OSY OUTSIDE SCREW AND YOKE

PAV'T PAVEMENT

PC POINT OF CURVATURE

PCM PERMANENT CONTROL MONUMENT

PE POLYETHYLENE

PE PLAIN END

PEJM PREMOLDED EXPANSION JOINT MATERIAL

PEP POLYETHYLENE PIPE

PF POLYMER FEED

PG PRESSURE GUAGE

PI POINT OF INTERSECTION

P PROPERTY LINE

PL PLATE

PLAS PLASTIC/PLASTER

POLY POLYETHYLENE-LINED DUCTILE IRON

POB POINT OF BEGINNING

POJ PUSH ON JOINT

PP POWER POLE

PPD POUNDS PER DAY

PP POLYPROPYLENE

PPM PARTS PER MILLION

PRESS PRESSURE

PROP PROPOSED

PRT PRESSURED TREATED

PRV PRESSURE REDUCING VALVE

PS PUMP STATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE/

POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

PW POTABLE WATER

PWL PEAK WATER LEVEL

PWR POWER

Q FLOW RATE

R RADIUS

RAS RETURN ACTIVATED SLUDGE

RBR RUBBER HOSE

RC REINFORCED CONCRETE

RC BOX REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE ARCH

RD ROAD

RDRN ROOF DRAIN

RED REDUCER

REBAR REINFORCING STEEL

REF REFERENCE

REINF REINFORCE/REINFORCED

RPMP REINFORCED PLASTIC MORTAR PIPE

REM REMOVE/REMOVABLE

REQD REQUIRED

R DRN ROOF DRAIN

RIV RIVETED

RJ RESTRAINED JOINT

RM ROOM

RND ROUND

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RS RESILIENT SEAT (VALVE)

RT RIGHT

RV RELIEF VALVE

R/W RIGHT OF WAY

RWL RAW WATER LINE

S SOUTH

SAN SANITARY SEWER

SC SCUM

S= SLOPE (FT/FT)

SAN SANITARY

SCHD SCHEDULE

SE SOUTHEAST

SE SECONDARY EFFLUENT

SER SECONDARY EFFLUENT RETURN

SECT SECTION

SF SQUARE FOOT

SGL SINGLE

SHLD SHOULDER

SHT SHEET/SHEETING

SIG SIGNAL

SIM SIMILAR

SLV SLEEVE

SM SHEET METAL

SOF SOFFIT

SOL SOLUTION

SOLV SOLENOID VALVE

SP SPACE

SPCG SPACING

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS SANITARY SEWER

SSTL STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STK STAKE

STL STEEL

STLP STEEL PIPE

STR STRAIGHT

STRUCT STRUCTURAL

STS STORM SEWER

SURF SURFACE

SVC SERVICE

SW SOUTHWEST

SYM SYMMETRICAL

TANGENTTAN

T & B TOP & BOTTOM

T/B TOP OF BEAM

TBM TEMPORARY BENCH MARK

TE TOTALLY ENCLOSED

TEFC TOTALLY ENCLOSED, FAN COOLED

TEL TELEPHONE

TEMP TEMPORARY/TEMPERATURE

TENV

THD THREAD/THREADED

THK THICK

TNO TURNOUT

TO TOP OF

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOP OF SLAB

TOT TOTAL

T/P TOP OF PIPE

TP TELEPHONE POLE

TR TREAD OF STAIR

TRA TIE ROD ASSEMBLY

TRANS TRANSFER

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UD UNDERDRAIN

UG UNDERGROUND

UGP UNDERGROUND POWER

ULT ULTIMATE

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UTC UNDERGROUND TELEPHONE CABLE

UTIL UTILITY

UN UNION

VAC VACUUM

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VFC VERTICAL POINT OF CURVATURE

VOL VOLUME

VTR VENT THROUGH ROOF

W WEST

W/ WITH (COMBINED FORM)

WAS WASTE ACTIVATED SLUDGE

WC WATER CLOSET (TOILET)

WCO WALL CLEANOUT

WF WIDE FLANGE

WG WATER GAUGE

WHC WELDED HALF COUPLING

WL WATER LINE

WM WATER MAIN

W/O WITHOUT

WP WATER PROOF

WP-1 WEATHER PROTECTED-1

WS WATER SURFACE

WSEL WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WT WEIGHT

WTP WATER TREATMENT PLANT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTP WASTEWATER TREATMENT PLANT

YD(S) YARD(S)

YH YARD HYDRANT

YR YEAR

STANDARD ABBREVIATIONS FOR

PROPOSED WORK

DYH

xx.xx xx.xx

= TOP OF CURB ELEV

GUTTER ELEV

= BENCHMARK

= DIAMETER

= WATER VALVE

= WATER METER

= TRANSFORMER ON SLAB

= NON-TRAFFIC SIGN

= SANITARY MANHOLE

= SOIL BORING (SB)

= POST/BOLLARD

= NAIL W/DISC

= LIGHT POLE

= IRON ROD

= WATER SPIGOT

= FIRE HYDRANT

= FIRE DEPARTMENT CONNECTION

= ELECTRIC SERVICE METER

= CLEAN OUT

= BURIED TELEPHONE PEDESTAL

= BURIED CABLE PEDESTAL

= AIR CONDITIONING UNIT

-X- = CHAIN LINK FENCE

= TREE/HEDGE LINE

LB = LICENSED BUSINESS

LF = LINEAR FEET

NGS = NATIONAL GEODETIC SURVERY

PSM = PROFESSIONAL SURVEYOR AND MAPPER

INV = INVERT

TRAV PT = TRAVERSE POINT

SSMC = SOUTHEASTERN SURVEYING

& MAPPING CORPORATION

PVC = POLYVINYL CHLORIDE PIPE

SIZE SHOWN IS TRUNK DIAMETER IN

INCHES MEASURED AT CHEST HEIGHT

= PALM

= TREE

O = OAK

= ASPHALT PAVEMENT

= CURB & GUTTER

= CONCRETE

= DIRT DRIVE, GRAVEL

LEGEND

TREE LEGEND

PIPE LEGEND

ABBREVIATION LEGEND

SYMBOL / LEGEND

LINETYPE LEGEND

= OPEN CUT AND REPAIR

= MILL & RESURFACE

-5 -4

-2

4+00

5+00

6+00

7+00

M H

: 2 1.

=8 .8

V N

W =2

M H

=8 .8

N W

=1 .6

206 LF OF SDR 26 PVC @ 0.40%

164 LF OF SDR 26 PVC @ 0.40%

AB-4

AB-3

8" PVC ± 402' LF

8" PVC

.13

.34

.42

9.9

9.4

10.1

11.3

12.0

10.7

.39

.57

8.9

.30

8.6

8.9

8.8

8.7

8.8

8.7

8.8

8.7

8.8

9.1

8.9 9.05

8.95

8.9

.34

.46

.28

.471

0.6

.77

.93

.04

11.1

11.3

11.64

11.3

11.18

11.03 11.1

11.05

9.53 9.8

11.2811 .07

.83

9.5

9.84

9.8

9.9

.46

.61

.03

.35

9.70

9.729.6

9.6

9.5

9.7

9.89.44

9.37

9.5

9.3

8.8

9.0

8.9

8.89

9.6

9.6 9.7

8.82

8.7

8.76

9.7

8.5

8.7

8.5

8.6 8.64

8.9

9.5

10.379.8

8.70

8.42

8.55

.26

10.10

8.5

8.48 8.4

8.6

9.76

9.4

9.9

8.48 8.3

8.58

9.5

8.5

8.41

8.6

8.4

9.4 9.8

9.8

8.40

8.50

8.3

.09

9.4

8.5

8.4

8.7

8.4 8.5

8.5 8.5

8.9

9.43 8.95

9.60 9.15

9.18 9.11

9.46 8.93

9.54 8.99

9.14 9.05

9.40 8.86

E N

T R

O A

8" B

O X

C U

R B

8" B

O X

RB8"

SANITARY MANHOLE

TOP=8.79

N INV=1.69

S INV=1.65

6' T

E M

R O

C O

N C

B O

X E

S (6

O N

10.59 10.36

9.99 9.778.96

8.76

9.73 9.51

8.29 8.04

8.30 8.10

8.41 8.20

8.65 8.45

2' VALLEY CURB

A S

P H

A S

P H

D R

SB AB-3

ELEVATION=8.89

SB AB-4

ELEVATION=9.50

E .2

A T

O R

Y M

SITE BENCHMARK

FOUND 3.5" BRASS DISK

"NGS PT."

ELEVATION=11.22

N=1717216.09 E=674349.34

O R

Y M

CONTRACTOR TO REMOVE

EXISTING STUB OUT AND

CONNECT PROPOSED 8"

PVC PIPE TO EX MH-1

10 999

SSSS

5+00 6+00 7+00 8+00 8+12.22

BID ALTERNATIVE 1:

3/4 " MILL & RESURFACE LIMITS

BID ALTERNATIVE 1:

3/4 " MILL & RESURFACE LIMITS

BID ALTERNATIVE 1:

3/4 " MILL & RESURFACE LIMITS

206 LF OF 8" SDR 26 PVC @ 0.40%

310 LF OF 8" SDR 26 PVC @ 0.40%

MH- 54-02

STA: 7+90.16, 26.37 L

RIM=8.79

8" INV NW=1.68

8" INV S=1.65

MH - 2

STA: 5+89.54, 21.89 R

RIM=8.85

8" INV SE=2.51

8" INV NW=2.61

~370LF OF 2" SCH 80 PVC

CONDUIT (FUTURE USE).

36" (MIN) DEPTH

PULL BOX

CLEAN

OUT

(TYP)

AB-4

AB-3

44 LF OF

6" SDR 26

PVC @

1.0%

44 LF OF

6" SDR 26

PVC @

1.0%

44 LF OF

6" SDR 26

PVC @

1.0%

44 LF OF

6" SDR 26

PVC @

1.0%

DIRT ROAD

REPAIR &

STABILIZE

SS SS SS SS SS SS

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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

C-101

PLAN & PROFILE

CMC

RJG

\\C O

R P.

D H

U N

O M

\S H

\D R

G S\

P R

W G

:0 5:

NOT FOR CONSTRUCTION

4644400-251634.01

MAY 2026

C H

T C

-1

00 20 40

-2

-4 -5

NOTES:

1. CONTRACTOR MAY ENCOUNTER EXISTING CONDUIT.

CONTRACTOR RESPONSIBLE FOR PROTECTION AND

ADJUSTMENT OF CONDUIT DURING INSTALLATION.

2. CONTRACTOR TO NOTIFY AIRPORT STAFF THAT HANGER

RESTROOM WILL BE OUT OF ORDER DURING CONSTRUCTION

NEAR THE AIR TRAFFIC CONTROL TOWER

3. BASELINE STATIONING SHOWN ON THESE PLANS ARE FOR

REFERENCE AND INFORMATIONAL PURPOSES ONLY AND

SHOULD NOT BE USED FOR PROJECT SITE SURVEY LAYOUT OR

DIMENSIONING.

4. CONTRACTOR TO VERIFY GRADES OF EXISTING FEATURES THAT

ARE SHOWN WITHOUT ELEVATIONS.

5. CONTRACTOR SHALL FIELD ADJUST PROPOSED GRADES TO

COMPLY WITH NEW SMYRNA BEACH UTILITIES (NSBU'S) UTILITY

STANDARDS.

PROPOSED FACILITIES LEGEND

OPEN CUT AND REPAIR

UTILITY EASEMENT

CONDUIT (FOR FUTURE USE)

SANITARY SEWERSS

TREE REMOVAL

6+00 7+00 8+005+00

SOIL & SYMBOL LEGEND

CONCRETE SLAB SECTION

MIXED LIGHT BROWN TO BROWN AND DARK GRAY-BROWN SLIGHTLY

SILTY FINE SAND, SOME WITH CLAYEY SAND AND SOME WITH

CEMENTED SAND (FILL), (SP-SM)(SC), LOOSE TO MEDIUM DENSE.

REDDISH BROWN TO BROWN AND ORANGE ISH BROWN SLIGHTLY

SILTY TO SLIGHTLY CLAYEY FINE SAND, (SP-SM)(SP-SC).

LIGHT BROWN AND ORANGE ISH BROWN CEMENTED SAND AND

SHELL (COQUINA), (SP), DENSE TO VERY DENSE.

LIGHT BROWN AND ORANGE ISH BROWN SLIGHTLY SILTY SAND AND

SHELL, (SP-SM), MEDIUM DENSE TO VERY DENSE.

LIGHT GRAY SAND AND SHELL, (SP), MEDIUM DENSE.

GROUND

ELEVATION

ABOVE PIPE

~370LF OF 2" SCH 80 PVC

CONDUIT (FUTURE USE)

8.3

8.6

8.3

7.1

7.0

8.3

8.8

9.2

8.4

8.6 28.44

8.63

8.73

8.98.92

8.1

9.3 9.0

9.0 9.0

9.10 8.9

8.5

8.7

8.9

9.1

9.29.2

9.2

9.049.1

9.0 59.0

8.8

8.92

8.90

8.69

8.3

6.5 6.4

8.3

9.0

8.3

8.44

8.3

9.52 9.2

9.6

9.7

9.50

9.56

9.1

8.86

8.3

8.2

8.5

8.7

8.6

8.7

8.6

9.21

9.0

8.3

9.0

8.9

8.6

9.0

8.6

8.9

8.56

8.5

8.62

8.7

8.6

8.8

8.7

8.8

8.7 8.7

8.4

9.0

8.1

8.3

8.5

8.8 8.0

7.76 7.9

6.75.98.1

8.9

7.96.6

8.1

8.3

8.7

8.16 7.84

2' VALLEY CURB

7.99 7.73

6.02 5.97

6.02 6.04

7.74 7.50

7.51 7.82

CLEAN OUT

TOP=9.40

SB AB-2

ELEVATION=8.89

D R

6' T

8.28 8.03

8.13 7.82

8.17 7.76

6.90 6.52

8.15 7.84

6.29 6.38

O O

N=1717549.99 E=674330.82

SB TB-2

ELEVATION=8.26

O R

Y M

O R

Y M

FOC

7 78 8 8 8 8 8

SSSS

SS 2+00 3+00 4+00

BID ALTERNATIVE 1:

3/4 " MILL &

RESURFACE LIMITS

SHALLOW MH - 3

STA: 2+79.47, 21.30 R

RIM=8.58

8" INV SE=3.85

8" INV N=3.95165 LF OF 8" SDR 26 @ 0.40%

~230 LF OF 2"

SCH 80 PVC

TB-2

AB-2

40 LF OF 6"

SDR 26 @ 1.0% 43 LF OF 6"

SDR 26 @ 1.0%

33 LF OF 6"

SDR 26 @ 1.0%

SS SS SS SS SS SS SS SS SS SS SS

1+00 8.

2+00

3+00

M H

: 2 1.

=3 .8

N =3

165 LF OF SDR 26 @ 0.40%

TB-2AB-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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

C-102

PLAN & PROFILE

CMC

RJG

\\C O

R P.

D H

U N

O M

\S H

\D R

G S\

P R

W G

:0 5:

NOT FOR CONSTRUCTION

4644400-251634.01

MAY 2026

C H

T C

-1

-2

-4 -5

00 20 40

NOTES:

1. CONTRACTOR MAY ENCOUNTER EXISTING CONDUIT.

CONTRACTOR RESPONSIBLE FOR PROTECTION AND

ADJUSTMENT OF CONDUIT DURING INSTALLATION.

2. CONTRACTOR TO NOTIFY AIRPORT STAFF THAT HANGER

RESTROOM WILL BE OUT OF ORDER DURING CONSTRUCTION

NEAR THE AIR TRAFFIC CONTROL TOWER

3. BASELINE STATIONING SHOWN ON THESE PLANS ARE FOR

REFERENCE AND INFORMATIONAL PURPOSES ONLY AND

SHOULD NOT BE USED FOR PROJECT SITE SURVEY LAYOUT OR

DIMENSIONING.

4. CONTRACTOR TO VERIFY GRADES OF EXISTING FEATURES THAT

ARE SHOWN WITHOUT ELEVATIONS.

5. CONTRACTOR SHALL FIELD ADJUST PROPOSED GRADES TO

COMPLY WITH NEW SMYRNA BEACH UTILITIES (NSBU'S) UTILITY

STANDARDS.

PROPOSED FACILITIES LEGEND

OPEN CUT AND REPAIR

UTILITY EASEMENT

CONDUIT (FOR FUTURE USE)

SANITARY SEWERSS

TREE REMOVAL

2+00 3+00 4+00

C H

T C

-1

SOIL & SYMBOL LEGEND

CONCRETE SLAB SECTION

MIXED LIGHT BROWN TO BROWN AND DARK GRAY-BROWN SLIGHTLY

SILTY FINE SAND, SOME WITH CLAYEY SAND AND SOME WITH

CEMENTED SAND (FILL), (SP-SM)(SC), LOOSE TO MEDIUM DENSE.

REDDISH BROWN TO BROWN AND ORANGE ISH BROWN SLIGHTLY

SILTY TO SLIGHTLY CLAYEY FINE SAND, (SP-SM)(SP-SC).

LIGHT BROWN AND ORANGE ISH BROWN CEMENTED SAND AND

SHELL (COQUINA), (SP), DENSE TO VERY DENSE.

LIGHT BROWN AND ORANGE ISH BROWN SLIGHTLY SILTY SAND AND

SHELL, (SP-SM), MEDIUM DENSE TO VERY DENSE.

LIGHT GRAY SAND AND SHELL, (SP), MEDIUM DENSE.

-2

-4 -5

GROUND

ELEVATION

9.1

8.3 8.6 8.5 9.289.2

9.2

8.48.6 8.4

9.00 9.0

8.5

9.1

9.6

9.5

.60

.76

12.8

13.12

13.0

12.95

.7 12

.2 11.04

10.49

9.7

9.0

8.6

8.5

8.8 8.3

8.38.6

8.5

8.3

8.6

8.8

8.7

8.8

8.7

7.17.1

7.0

8.7

8.5

9.0

10.1

9.6

.08

12.95

.19

.6ATCTOWER

20.1'

'20.1'

HEDGE 5' W

IDE

CONCRETE

SB TB-1

ELEVATION=8.88

SITE BENCHMARK

SET NAIL & DISK

"SSMC TRAV. PT."

ELEVATION=9.14

N=1717915.40 E=674137.47

9.00 8.71

9.06 8.68

8.61 8.42

8.65 8.38

CONCRETEFLUME

12.54 12.15

10.61 10.72

G E

5' W

HEDGE 5' W

IDE

CONCRETE

GRASS

CONCRETE

12.53 12.06

10.52 10.49

8"∅

6"∅ METAL

BOLLARD

6"∅ METAL

BOLLARD

3"∅ METAL

BOLLARD

SB AB-1

ELEVATION=9.22

CLEAN OUT

TOP=9.85

GRASS

ASPHALT DRIVE &

PARKING

8" BOXCURB

6"∅ METAL

BOLLARD

CONCRETE

SLAB

CONCRETE

SLAB

CLEANOUT4" PVC

TOP=12.86

INV=9.43

SEPTIC TANK (1ST COMPARTMENT)

TOP=9.40

BOTTOM ELEVATION=3.05

E INV=6.66

FILTER

TOP=9.16

BOTTOM=3.00

SEPTIC TANK (2ND COMPARTMENT)

TOP=9.28

BOTTOM=3.05

FOC

SHALLOW MH - 4

STA: 1+15.17, 11.39 R

RIM=9.17

8" INV S=4.61

-5 -4

-2

-5 -4

-2

1+00

M H

: 1 1.

V S=

AB-1 TB-1

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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

C-103

PLAN & PROFILE

CMC

RJG

\\C O

R P.

D H

U N

O M

\S H

\D R

G S\

P R

W G

:0 5:

NOT FOR CONSTRUCTION

4644400-251634.01

MAY 2026

MATCH LINE: SEE SHEET C-102

00 20 40

TIE INTO EXISTING

4" SEWER PIPING.

(1) 6" REDUCER

(2) 6" 45° BEND

(1) 6" CLEAN OUT

CONTRACTOR TO PUMPOUT,

CRUSH, AND FILL THE EXISTING

SEPTIC TANK BY A

REGISTERED SEPTIC TANK SUB

CONTRACTOR OR A

STATE-LICENSED PLUMBER.

CONTRACTOR TO PERMIT

ABANDONMENT WITH VOLUSIA

COUNTY HEALTH DEPARTMENT.

EXACT LOCATION OF

EXISTING LATERAL

UNKNOWN. CONTRACTOR

TO VERIFY PRIOR TO

CONNECTION.

NOTES:

1. CONTRACTOR MAY ENCOUNTER EXISTING CONDUIT.

CONTRACTOR RESPONSIBLE FOR PROTECTION AND

ADJUSTMENT OF CONDUIT DURING INSTALLATION.

2. CONTRACTOR TO NOTIFY AIRPORT STAFF THAT HANGER

RESTROOM WILL BE OUT OF ORDER DURING CONSTRUCTION

NEAR THE AIR TRAFFIC CONTROL TOWER

3. BASELINE STATIONING SHOWN ON THESE PLANS ARE FOR

REFERENCE AND INFORMATIONAL PURPOSES ONLY AND

SHOULD NOT BE USED FOR PROJECT SITE SURVEY LAYOUT OR

DIMENSIONING.

4. CONTRACTOR TO VERIFY GRADES OF EXISTING FEATURES THAT

ARE SHOWN WITHOUT ELEVATIONS.

5. CONTRACTOR SHALL FIELD ADJUST PROPOSED GRADES TO

COMPLY WITH NEW SMYRNA BEACH UTILITIES (NSBU'S) UTILITY

STANDARDS.

PROPOSED FACILITIES LEGEND

OPEN CUT AND REPAIR

UTILITY EASEMENT

CONDUIT (FOR FUTURE USE)

SANITARY SEWERSS

TREE REMOVAL

BID ALTERNATIVE 1:

3/4 " MILL & RESURFACE LIMITS

REMOVE TREE (TYP)AB-1

PULL

BOX

SOIL & SYMBOL LEGEND

CONCRETE SLAB SECTION

MIXED LIGHT BROWN TO BROWN AND DARK GRAY-BROWN SLIGHTLY

SILTY FINE SAND, SOME WITH CLAYEY SAND AND SOME WITH

CEMENTED SAND (FILL), (SP-SM)(SC), LOOSE TO MEDIUM DENSE.

REDDISH BROWN TO BROWN AND ORANGE ISH BROWN SLIGHTLY

SILTY TO SLIGHTLY CLAYEY FINE SAND, (SP-SM)(SP-SC).

LIGHT BROWN AND ORANGE ISH BROWN CEMENTED SAND AND

SHELL (COQUINA), (SP), DENSE TO VERY DENSE.

LIGHT BROWN AND ORANGE ISH BROWN SLIGHTLY SILTY SAND AND

SHELL, (SP-SM), MEDIUM DENSE TO VERY DENSE.

LIGHT GRAY SAND AND SHELL, (SP), MEDIUM DENSE.

TB-1

CONNECT

TO EXISTING

CLEAN OUTCONNECT

TO EXISTING

CLEAN OUT

28 LF OF

6" SDR 26

@ 1.0%

32 LF OF 6" SDR

26 PVC @ 1.0%

12 LF OF SDR

26 PVC @ 1.0%

GROUND

ELEVATION

86 LF OF 6" SDR

26 PVC @ 1.0%

123 LF OF 2"

SCH 80 PVC

PULL BOX

C-500

DETAILS

CMC

RJG

\\C O

R P.

D H

U N

O M

\S H

\D R

G S\

.D W

:0 5:

NOT FOR CONSTRUCTION

4644400-251634.01

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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

MAY 2026

C H

L H

C H

G 12

" L

U M

TRENCH WIDTH

VARIES WITH

SIZE OF PIPE

PIPE O.D.

UNDISTURBED EARTH

SELECT COMMON FILL

FINISHED GRADE

2" SCH 80 CONDUIT

" M

TRENCHING SECTION

N.T.S.

2' MIN.

6" 8"

HOT MIX ASPHALT SURFACE, SP-9.5 SUPERPAVE

ASPHALTIC CONCRETE (SPEC. SECT. 3.3). SEE

SPEC. SUPPLEMENT FOR SPECIFIC

REQUIREMENTS. A JOB MIX FORMULA SHALL BE

SUBMITTED TO THE OWNER/ENGINEER FOR

APPROVAL AT LEAST TWO (2) WEEKS PRIOR TO

THE APPLICATION OF PAVED SURFACES.

PRIME COAT SHALL BE CUT-BACK

ASPHALT GRADE RC-70 OR RC-250;

EMULSIFIED ASPHALT GRADES SS-I,

CSS-I, SS-1H OR CSS-1H DILUTED IN

EQUAL PROPORTION WITH WATER

OR OTHER TYPES AND GRADES OF

BITUMINOUS MATERIAL SPECIFIED

OR APPROVED BY THE

OWNER/ENGINEER.

THICKNESSES

INDICATED

ARE MINIMUMS

BASE COURSE SHALL BE

COMPACTED TO A DENSITY OF NOT

LESS THAN 98% OF MAXIMUM

DENSITY (AASHTO T 180). BASE

COURSE MATERIAL SELECTION

REQUIRES EOR'S APPROVAL PRIOR

TO INSTALL.

6" STABILIZATION - TYPE B, MIN. LBR=40 (FDOT SPEC.

160) OR AT CONTRACTOR'S OPTION, OMIT

STABILIZATION, INCREASE BASE THICKNESS BY 4",

AND CONSTRUCT BASE IN TWO LIFTS.

CUT SECTIONS: TOP 6" OF SUBGRADE

UNDER STABILIZATION COMPACTED TO

98% MAX. DENSITY (ASTM D-1557).

FILL SECTIONS: PLACE FILL IN 6"

MAXIMUM ( COMPACTION THICKNESS)

LIFTS; COMPACT EACH LIFT TO 95% MAX.

DENSITY EXCEPT COMPACT TOP LIFT

UNDER STABILIZATION TO 98%.

TYPICAL ASPHALT PAVEMENT SECTION

N.T.S.

NOTES:

TRENCH WALL

UTILITY PIPE

P E

R P

(W)

TRENCH

WIDTH

(W/2)+2'

SURFACE REPLACEMENT

EXISTING ASPHALT/ CONCRETE SURFACE

SURFACE JOINT TO BE MECHANICALLY

SAWCUT

REPLACEMENT BASE MATERIAL TO BE

RECYCLED CONCRETE COMPACTED TO

98% DENSITY AASHTO T-180 AND PRIMED

PRIOR TO INSTALLATION OF ASPHALT

NOTE:

TRENCH WIDTH (W) =

PIPE DIAMETER + 2'

1. PAVING REPLACEMENT SHALL INCLUDE RAISING ALL MANHOLE FRAMES AND LIDS AND

VALVE BOXES AND LIDS (AND SIMILAR APPURTENANCES) TO FINAL ELEVATION PRIOR TO

RESURFACING

2. SUBBASE TO BE COMPACTED TO 98% MAXIMUM DENSITY AASHTO T-180

(W/2)+2'

PAVEMENT TRENCH RESTORATION

N.T.S.

CONCRETE PAVEMENT SECTION

N.T.S.

6" CONCRETE PAVEMENT

REINFORCED WITH FIBER MESH

12" SUBGRADE

NOTES:

1. CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER SPECIFICATIONS.

2. SUBGRADE SHALL BE TYPE "B", MINIMUM LBR 40. SUBGRADE SHALL BE

COMPACTED TO A MINIMUM OF 98% MAXIMUM DENSITY PER AASHTO T-180.

3. CONCRETE CONTRACTION JOINTS SHALL BE 1/8 " WIDE AND SAW-CUT OF

TOOLED.

4. CONSTRUCTION JOINTS ARE REQUIRED WHEN CONSTRUCTION ADJACENT

CONCRETE POURS.

5. EXPANSION JOINS ARE REQUIRED ALONG ALL OTHER ADJACENT PAVEMENT,

AT EACH SIDE OF THE STORM INLET STRUCTURES, AND ALL RADIUS POINTS.

EXPANSION JOINTS SHALL BE 1/2 " WIDE AND SHALL BE FULL DEPTH OF THE

PAVEMENT.

6. JOINT MATERIAL SHALL BE IN ACCORDANCE WITH FDOT STANDARD

SPECIFICATIONS (LATEST EDITION), SECTION 932.

7. SLOPE TO MATCH ORIGINAL SLOPE.

C-501

CMC

RJG

\\C O

R P.

D H

U N

O M

\S H

\D R

G S\

.D W

:0 5:

NOT FOR CONSTRUCTION

4644400-251634.01

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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

MAY 2026

C-502

CMC

RJG

\\C O

R P.

D H

U N

O M

\S H

\D R

G S\

.D W

:0 5:

NOT FOR CONSTRUCTION

4644400-251634.01

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

S M

R T

C O

O L

O S

D R

S M

, F L

05/2026: ISSUED FOR BID

MAY 2026

Sheets and Views

G-001 COVER SHEET

G-002 GENERAL NOTES

C-101 PLAN & PROFILE

C-102 PLAN & PROFILE

C-103 PLAN & PROFILE

C-500 DETAILS

C-501 DETAILS

C-502 DETAILS

File details come from the government source that posted it. Updated Oct 26, 2026.