26-8627_-_Exhibit_M_-_PLANS_and_DRAWINGS_BID_SET.pdf

SHEET DRAWING

NUMBER TITLE

GENERAL

1 00G01 COVER SHEET

2 00G02 NOTES AND DRAWING SYMBOLOGY

3 00G03 SYMBOLS 1

4 00G04 SYMBOLS 2

5 00G05 OVERALL SITE PLAN

6 00G06 ENLARGED SITE PLAN

7 00G07 INJECTION WELLS AND MONITORING WELL PROCESS FLOW DIAGRAM

CIVIL

8 00C01 NOTES AND LEGENDS

9 00C02 KEY MAP

10 00C03 PLAN & PROFILE ALIGNMENT A 0+00_TO_4+00

11 00C04 PLAN & PROFILE ALIGNMENT B 2+50_TO_7+00

12 00C05 PLAN & PROFILE ALIGNMENT B 7+00_TO_12+00

13 00C06 PLAN & PROFILE ALIGNMENT C 11+00_TO_16+50

14 00C07 PLAN & PROFILE ALIGNMENT D 16+00_TO_21+50

15 00C08 PLAN & PROFILE ALIGNMENT D 21+50_TO_27+00

16 00C09 PLAN & PROFILE ALIGNMENT D 27+00_TO_32+50

17 00C10 PLAN & PROFILE ALIGNMENT D 32+50_TO_38+00

18 00C11 PLAN & PROFILE WELL SITE & ALIGNMENT E

19 00C12 DIIW METER ASSEMBLY DETAILS & CROSS SECTION

STRUCTURAL

20 S01 GENERAL STRUCTURAL NOTES

21 S02 DEEP INJECTION WELL PLAN AND SECTION

22 S03 MONITORING WELL PLAN AND SECTION

PROCESS MECHANICAL

23 PM01 DEEP INJECTION WELL - PLAN

24 PM02 INJECTION WELL WELLHEAD SECTIONS

25 PM03 MONITORING WELL SURFACE FEATURES PLAN AND SECTIONS

26 PM04 INJECTION AND MONITORING WELL DETAILS

ELECTRICAL

27 00GE01 LEGEND

28 00GE02 NOTES

29 00E01 SITE PLAN

SHEET DRAWING

NUMBER TITLE

30 00E02 RISER DIAGRAMS SHEET NO. 1

31 00E03 RISER DIAGRAMS SHEET NO. 2

32 00E04 SCHEDULES SHEET NO. 1

33 00E05 SCHEDULES SHEET NO. 2

34 00E06 SCHEMATICS SHEET NO. 1

35 00E07 DEEP INJECTION WELSS LAYOUT

36 00E08 MONITORING WELL LAYOUT

37 00E09 NESA WWTP ELECTRICAL ROOM

38 00E10 DETAILS SHEET NO. 1

39 00E11 DETAILS SHEET NO. 2

INSTRUMENTATION

40 00GN01 SYMBOLS AND ABBREVIATIONS 1

41 00GN02 SYMBOLS AND ABBREVIATIONS 2

42 00GN03 SYMBOLS AND ABBREVIATIONS 3

43 00GN04 SYMBOLS AND ABBREVIATIONS 4

44 00GN05 SCHEMATIC SYMBOLS

45 00N01 INJECTION WELLS P&ID

46 00N02 MONITORING WELL P&ID

47 00N03 PLC ENCLOSURE DETAIL

48 00N04 PLC CONTROL WIRING DETAIL

49 00N05 DIW NETWORK PANEL ELEVATION

50 00N06 DIW NETWORK CABINET POWER WIRING DETAIL

51 00N07 DIW SUMP PUMPS CONTROL SCHEMATIC

52 00N08 MONITORING WELL PUMPS CONTROL SCHEMATIC

53 00N09 SINGLE PHASE SUMP PUMP CONTROL SCHEMATIC

54 03N01 NETWORK BLOCK DIAGRAM

55 10N01 IQ DEEP INJECTION WELL METERING STATION P&ID

TYPICAL DETAILS

56 TA01 ARCHITECTURAL 1

57 TS01 STRUCTURAL 1

58 TS02 STRUCTURAL 2

59 TS03 STRUCTURAL 3

60 TS04 STRUCTURAL 4

61 TM01 MECHANICAL 1

62 TN01 INSTRUMENTATION 1

PROJECT NO.

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FILE NAME: 7126I1000G01.dwg

Al ai co

7126I10

DRAWING NO.

SHEET NO.

OF 621

00G01301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

LOCATION MAPVICINITY MAP

10 11 12 135 6 7 8 91 2 3 4

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CONTRACT DOCUMENTS

NORTHEAST WATER RECLAMATION

FACILITY/WATER TREATMENT PLANT

DIW CONVEYANCE

COLLIER COUNTY PROJECT #: 70194 .2

PROJECT LOCATION

COLLIER COUNTY

NOVEMBER 2025

SCALE: NTS SCALE: NTS

PROJECT LOCATION

VOLUME 2 OF 2

No 52648JO

SEPH J . HANLO

NNo 58434

JO

EL D . SMASON

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

JOEL D. SMASON ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

BE VERIFIED ON ANY ELECTRONIC COPIES.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

MATTHEW S. LOVE ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

BE VERIFIED ON ANY ELECTRONIC COPIES.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

JOSEPH J. HANLON ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

BE VERIFIED ON ANY ELECTRONIC COPIES.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

ALEKSANDAR D. STOJANOVIC ON THE DATE ADJACENT TO

THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

BE VERIFIED ON ANY ELECTRONIC COPIES.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

JARED ROY BROWN ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

BE VERIFIED ON ANY ELECTRONIC COPIES.

THE BOARD OF COLLIER COUNTY COMMISSIONERS

DISTRICT 1 - RICK LOCASTRO

DISTRICT 2 - CHRIS HALL

DISTRICT 3 - BURT L. SAUNDERS

DISTRICT 4 - DAN KOWAL

DISTRICT 5 - WILLIAM L. MCDANIEL, JR.

COUNTY MANAGER

AMY PATTERSON

A ##X##

VIEW

REVISION DELTA

SCALE

FENCE

GUARDRAIL

CENTER LINE

REMOVE AND/OR ABANDON

GATE

EXISTINGNEW

DETAIL REFERENCES HATCH PATTERNS

VIEW

DRAWING CUT ORIGINATION

TYPICAL DETAIL #

TYP

FILE:

SCALE:

FILE:

100'0 50' 200'

SECTION CUT

TYPICAL DETAIL

REFERENCE

(EXIST)

EXTERIOR ELEVATION

VIEWS

PHOTO LOCATION

KEY NOTE

EQUIPMENT/DEVICE

TAG AND NUMBER

AGRID BUBBLE

PIPE TAG

BREAK LINE

TR

UE

N O

R

TH

PL

AN

T

NO

RT

H

30°

NORTH ARROW/PLANT NORTH

UNDERGROUND/

OVERHEAD

WARNING

(STATE/REGION

SPECIFIC)

SYMBOLS

NOTES

MATCH LINE

HIDDEN LINE

MATCH LINE SEE DWG ##X##

VIEW

ELEVATION TOC XXXX.XX

EXISTING ELEVATION

PIPE BREAK

PLAN VIEW

PIPE BREAK

CROSS SECTION

CONSTRUCTION

FUTURE CONSTRUCTION

PIPE CONTINUATION

(SINGLE LINE)

BRACKET

EQUIPMENT

EX-EQUIP = EXISTING EQUIPMENT

EF-EQUIP = FUTURE EQUIPMENT

SIZE FLOW STREAM

EX-SIZE FLOW STREAM = EXISTING

EF-SIZE FLOW STREAM = FUTURE

PLAN/TITLE

SECTION OR DETAIL

TITLE W/ REFERENCE

ALPHA = SECTION

NUMERIC = DETAIL

DETAIL CALL-OUT

(ENLARGED)

ARROW INDICATES

POINT OF VIEW

- = SHOWN ON SAME DRAWING

##X## = SEE INDICATED DRAWING

DRAWING REFERENCE ##X##

DISCIPLINE DESIGNATOR

SEE INDICATED

DRAWING

SHEETS IN

DETAIL

TYPICAL DETAIL NUMBER

TYPICAL DETAIL TITLE

AREA DESIGNATOR

(WHEN APPLICABLE)

CONSECUTIVE

SHEET NUMBER

DATE CREATED

(REVISED)

PLAN NOT REFERENCED

LINE WORK

MODIFICATION NOTE

S = STANDARD

J = JOB SPECIFIC

R = REVISED

N = NOTE TO TYPICAL DETAIL USER

T.O.W. XXXX.X±

PIPE SIZE FLOW STREAM

XXX-XX-XXXX

X" XXX

##X##

SHT # OF #MOD

LINE 2

LINE 1

LINE 3

VER DATE

TYP

SECTION/DETAIL TITLEC/1

##X##

FILE

SCALE

C

A FILE

PLAN TITLE

1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF

THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT

DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.

PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE

OWNER.

CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS

BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND

OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY

EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.

4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONSTRUCTION STORM WATER DISCHARGE

REGULATORY REQUIREMENTS.

5. CONTRACTOR TO REFER TO COLLIER COUNTY DESIGN CRITERIA FOR MINIMUM DEPTH OF COVER. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST

FOR THIS IN THE BID.

6. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN.

7. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.

ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED

OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE

WITHOUT ADDITIONAL COMPENSATION.

8. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS.

PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.

9. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHER- WISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED

GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.

10. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR

QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.

11. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY

THE PLANT.

12. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.

WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED

TO MAINTAIN SERVICE BY THE PLANT.

13. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES.

THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.

PLAN SHALL BE SUBMITTED AND APPROVED 30 DAYS MINIMUM PRIOR TO COMMENCEMENT OF WORK.

14. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE

OWNER OF THE ELECTRIC LINES.

15. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.

16. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT

DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE.

17. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

RUBBER

TREAD PLATE

LANDSCAPING

GRATING

STEEL

ALUMINUM

BRONZE, BRASS,

OR COPPER

BRICK OR BLOCK

AGGREGATE BASE

COURSE (ABC)

BEDROCK

CAST IRON OR

FIBERGLASS

CLSM

CONCRETE

(ALL CLASSES)

DRAIN ROCK

STRUCTURAL FILL

OR BACKFILL

WOOD

SPAN

ASPHALT PAVING

GRAVEL

EXISTING/

UNDISTURBED SOIL

Know what's below.

Call before you dig.

SAND OR GROUT

KEY TAG X

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

7126I.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFNOVEMBER 2025

COLLIER COUNTY

NORTHEAST WRF/WTP -DIW CONVEYANCE

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301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571 62

10/25 RC BID SET

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY MATTHEW S. LOVE ON THE DATE

ADJACENT TO THE SEAL ON THE COVER SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

PROJECT NO.

LA

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FILE NAME:

MAB

AMR

LDM

00G02

GENERAL

NOTES AND DRAWING SYMBOLOGY

7126I1000G02.dwg ar ic ar do

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PIPING SYMBOLS MECHANICAL SYMBOLS

VV

K

SILENT CHECK VALVE

ECCENTRIC PLUG VALVE

MUD VALVE (PLAN VIEW)

ELBOW, 11.25 DEGREE

ELBOW, 22.5 DEGREE

SWING CHECK VALVE

FLEXIBLE COUPLING ADAPTER

DISMANTLING JOINT

WAFER CHECK VALVE

GLOBE VALVE

ANCHOR

CAP

CROSS

LATERAL

TEE

UNION

FLANGED COUPLING ADAPTER

GROOVED END ADAPTER

FLANGED COUPLING ADAPTER

FLEXIBLE COUPLING

EXPANSION COMPENSATOR

ELBOW, 90 DEGREE

LUBRICATED PLUG

BALL CHECK VALVE

KNIFE GATE VALVE

MIXING VALVE

DUAL CHECK VALVE

DIAPHRAGM VALVE

FLANGE

ELBOW, 45 DEGREE

EXP JOINT

PINCH VALVE

PLUG VALVE

(RUBBER GASKET)

FLANGED JOINT

ADAPTER SIDE

THRUST TIES

WITH THRUST TIES

WELDED JOINT

CONTROL VALVE

GATE VALVE

BALL VALVE

CHARACTERIZED BALL

BUTTERFLY VALVE

TEE DOWN

METAL BELLOWS EXP JOINT

FLEXIBLE COUPLING WITH

ELASTOMER BELLOWS

HUB & SPIGOT JOINT

GROOVED END JOINT

CONCENTRIC REDUCER

ELBOW DOWN

ELBOW UP

TEE UP

LATERAL DOWN

LATERAL UP

VALVE

(RESTRAINED)

PUSH-ON JOINT

3-WAY GLOBE TYPE

NEEDLE VALVE

CHECK BACKFLOW

PREVENTER

M

S

X

M

PUMP: ROTARY

PUMP: METERING

CAVITY

PUMP: CENTRIFUGAL

PUMP: PLUNGER

VENTURI TUBE

STRAINER: WYE TYPE

STRAINER: WYE TYPE

WITH BLOWOFF

WEIR

SLUICE GATE

PUMP: DIAPHRAGM

VALVE: TELESCOPING

VALVE: PLUG ECCENTRIC

VALVE: SWING CHECK

VALVE: AIR RELIEF

VALVE: ANGLE

PRESSURE-REDUCING REGULATOR

PULSATION DAMPENER

PRIMARY FLOW ELEMENT:

PUMP: RECIPROCATING

PUMP: PROGRESSIVE

X = U - ULTRASONIC

X = TH - THERMAL

X = R - ROTAMETER

X = M - MAGNETIC

X = C - CORIOLIS

PRIMARY FLOW ELEMENT:

PUMP: SUBMERSIBLE

PUMP: SCREW

FLUME

PRIMARY FLOW ELEMENT:

ORIFICE PLATE

X = PT - PITOT TUBE

ROTARY CHEMICAL

RUPTURE DISK

SLIDE GATE

SAMPLE PORT

SIGHT GLASS

FEEDER

PRIMARY FLOW ELEMENT:

X = T - TURBINE

X = P - PROPELLER

PRIMARY FLOW ELEMENT:

X = D - DENSITY

VALVE: CONE

VALVE: GATE

FLOW SWITCH

FIRE HYDRANT

RADAR

PRIMARY LEVEL ELEMENT:

THERMOMETER

W/ EXTERNAL PRESSURE TAP

REGULATOR W/EXTERNAL

BACKPRESSURE REGULATOR

VALVE: THREE WAY

BACKPRESSURE REGULATOR

PUMP: PERISTALTIC TUBE METERING

VALVE: THREE WAY

VALVE: THREE WAY

MOTOR OPERATED

SELF-CONTAINED

AIR OPERATED

SOLENOID OPERATED

VALVE: BUTTERFLY

VALVE: BALL CHECK

VALVE: BALL

VALVE: PLUG CONCENTRIC

VALVE: PRESSURE RELIEF

VALVE: VACUUM

PRESSURE TAP

PRESSURE-REDUCING

PRESSURE-REDUCING

VALVE: PINCH

VALVE: NEEDLE

REGULATOR: SELF-CONTAINED

VALVE: FLAPPER CHECK

VALVE: DIAPHRAGM

VALVE: FOUR WAY

VALVE: GLOBE

VALVE: HOSE

DIFFUSER

AIR VENT

OR FLUSHING

RECIPROCATING

DRAIN

BLOWER

QUICK DISCONNECT

PRIMARY LEVEL ELEMENT:

HIGH PRESSURE AIR

BATCHMETER

AIR OR CHEMICAL

COMPRESSOR:

ELECTRIC MOTOR

EXPANSION JOINT,

EQUIPMENT DRAIN

PUMP: VERTICAL LIFT

PIPE REDUCER: CONCENTRIC

FLEXIBLE VIBRATION

COMPRESSOR/TURBINE

CALIBRATION COLUMN

DIAPHRAGM SEAL

JOINT

EJECTOR OR EDUCTOR

FLAME ARRESTER

FLOOR DRAIN

FLAME ARRESTER WITH

PRESSURE

THERMALLY OPERATED VALVE

FAN: EXHAUST/SUPPLY

FILTER

WEIR

FLOAT SWITCH

ULTRASONIC

PRIMARY LEVEL ELEMENT:

PRIMARY LEVEL ELEMENT:

OIL OR MOISTURE TRAP

GAUGE: PRESSURE

GAUGE: DIFFERENTIAL

MIXER

PRIMARY LEVEL ELEMENT:

BUBBLER

BASKET STRAINER

PRIMARY LEVEL ELEMENT:

ELECTRODE

PRIMARY LEVEL ELEMENT:

FLUID

INVERTED COLUMN

DESCRIPTION SINGLE LINE DESCRIPTIONSINGLE LINE DESCRIPTION SINGLE LINEDOUBLE LINE SINGLE LINE DESCRIPTION DESCRIPTIONSINGLE LINEDOUBLE LINE

IDENTIFICATION SYMBOLS

CONTINUATION TO DWG NO.

CONTINUATION FROM DWG NO.UNIQUE IDENTIFIER

CHEMICAL INJECTION POINT

CONTINUATION TAG

PIPE DESIGNATOR

EQUIPMENT / VALVE TAG

PIPE SIZE FLOW STREAM

PIPE MATERIAL CHANGE

XXX-XX-XXXX

X" XXX

C

BA

DWG NO.

CHEMICAL

ECCENTRIC REDUCER

(FOT. FOB)

PIPE REDUCER: ECCENTRIC

(FOT, FOB)

PROJECT NO.

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FILE NAME:

MAB

AMR

LDM

00G03

GENERAL

SYMBOLS 1

7126I1000G03.dwg ar ic ar do

7126I10

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DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

7126I.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFNOVEMBER 2025

COLLIER COUNTY

NORTHEAST WRF/WTP -DIW CONVEYANCE

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832

AND SEALED BY MATTHEW S. LOVE ON THE DATE

ADJACENT TO THE SEAL ON THE COVER SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

B

C

D

E

F

G

H

I

J L

M

N

O

P

R

S

T

U

V

W

ABBREVIATIONS

AGGREGATED BASE

AGGREGATED BASE COURSE

ASPHALTIC CONCRETE

APPROXIMATE

AIR RELEASE VALVE

AMERICAN SOCIETY OF TESTING AND

MATERIALS

BEGIN CURVE

BLIND FLANGE

BACK FLOW PREVENTER

BUTTERFLY VALVE

BUILDING

BEGINNING OF ALIGNMENT

BACK OF CURB

BEGINNING OF PIPE

BALL VALVE

BEGINNING OF VERTICAL CURVE

BYPASS

CABLE TV

CATCH BASIN

CONCRETE CURB

CUBIC FOOT PER MINUTE

CAST IRON

CENTERLINE

CURED IN PLACE PIPE

CLEAR / CLEARANCE

CEMENT MORTAR LINED

CEMENT MORTAR LINED AND COATED

CEMENT MORTAR LINED STEEL PIPE

CORRUGATED METAL PIPE

CONTROL LOW STRENGTH MATERIAL

CONCRETE

CONTROL POINT

COUPLING

CLEANOUT

CONCRETE

COORDINATE

CORRUGATED STEEL PIPE

CENTER

CUBIC

CULVERT

DRAIN

DEGREE

DEMOLITION

DETAIL

DROP INLET

DIAMETER

DIFFERENCE

DUCTILE IRON PIPE

DEEP INJECTION WELL

DETENTION POND

PUMP

DRIVE

DRAWING

DRIVEWAY APRON

DUAL ZONE MONITORING WELL

ELECTRIC, EAST

EACH

END OF CURVE

ECCENTRIC

EXISTING GROUND

ELBOW

ELECTRIC

ELEVATION

ELECTRICAL MANHOLE

END OF ALIGNMENT

EDGE OF PAVEMENT

EDGE OF PAVING

EQUAL

ELECTRICAL UNDERGROUND

END OF VERTICAL CURVE

EACH WAY

EXISTING

FLEXIBLE COUPLING / FLEXIBLE CONNECTION

FLANGE COUPLING ADAPTER

FIRE HYDRANT

FINAL / FINISHED

FLOW LINE

FLEXIBLE

FLANGE

FLANGE ADAPTER

FORCE MAIN

FORCE MAIN SANITARY SEWER

FIBER OPTIC OR CATV

FACE OF CURB

FIBERGLASS - REINFORCED PLASTIC

FIRE SERVICES

FABRICATED STEEL PIPE

FOOT

FOOTING

GAS

GALVANIZE(D)

GAS METER

GROUND

GALVANIZED STEEL PIPE

GATE VALVE

HOT DIPPED GALVANIZED

HIGH DENSITY POLYETHYLENE

HORIZONTAL

HIGH POINT

HIGH PRESSURE GAS MAIN

HEADWALL

HIGHWAY

HYDRANT

AB

ABC

AC

APPROX

ARV

ASTM

BC

BF

BFP

BFV

BLDG

BOA

BOC

BOP

BV

BVC

BYP

CATV

CB

CC

CFM

CI

CL OR C

CIPP

CLR

CML

CMLC

CMLSP

CMP

CLSM

CONC

CP

CPLG

CO

CONC

COORD

CSP

CTR

CU

CULV

D

DEG

DEMO

DET

DI

DIA

DIFF

DIP

DIW

DP

DPTA

DR

DWG

D/W

DZMW

E

EA

EC

ECC

EG

ELB / ELL

ELEC

ELEV/EL

EMH

EOA

EOP

EP

EQ

EUG

EVC

EW

EX/EXIST

FC

FCA

FH

FIN

FL

FLEX

FLG

FLGA

FM

FMSS

FO

FOC

FRP

FS

FSP

FT

FTG

G

GALV

GM

GND

GSP

GV

HDG

HDPE

HORIZ

HP

HPGM

HW

HWY

HYD

I

ID

INV

IRR

JNCT

LAT

LF

LONG

LT

MAX

MFR/MFR'S

MH

MISC

MIN

MJ

MON

N

NG

NIC

NO./NO'S

NTS

NW

OC

OD

OHE

OHU

OTF

PC

PCC

PCL

PERP

PH

PI

PL

PMP

PP

PROP

PRC

PSF

PSI

PT

PV

PVC

PVI

PVT

PVMT

QTY

RAD

RCP

RED

REF

REINF

REQ'D

REV

RR

RP

R/W

S

SD

SDDI

SDMH

SDVLT

SHLD

SHT

SIM

SPEC

SQ FT

SSCO

SSMH

SST

ST

STA

STD

STL

SW

TB

TELE

TG

TOC

TOP

TS

TYP

UGE

UGG

UGPB

UGTEL

UNKN

UNO

VC

VCP

VERT

VLT

VPI

W / WTR

W

WM

WTP

WV

WW

WWTP

WRF

WSTP

W/

INTERSECTION OF ANGLE

INSIDE DIAMETER

INVERT

IRRIGATION

JUNCTION

LATERAL

LINEAR FEET

LONGITUDINAL

LEFT

MAXIMUM

MANUFACTURER / MANUFACTURER'S

MANHOLE

MISCELLANEOUS

MINIMUM

MECHANICAL JOINT

MONUMENT

NORTH

NATURAL GAS

NOT IN CONTRACT

NUMBER / NUMBERS

NOT TO SCALE

NORTHWEST

ON CENTER

OUTSIDE DIAMETER

OVERHEAD ELECTRIC

OVERHEAD UTILITIES

OUTFALL

POINT OF CURVATURE

POINT OF COMPOUND CURVE

PARCEL PROPERTY LINE

PERPENDICULAR

POT HOLE

POINT OF INTERSECTION

PLATE / PROPERTY LINE

PUMP

POWER POLE

PROPERTY

POINT OF REVERSE CURVATURE

PER SQUARE FOOT

PER SQUARE INCH

POINT, POINT OF TANGENT

PLUG VALVE

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

PAVEMENT

QUANTITY

RADIUS

REINFORCED CONCRETE PIPE

REDUCER

REFERENCE

REINFORCED

REQUIRED

REVISION

RAILROAD

RADIUS POINT

RIGHT-OF-WAY

SLOPE, SOUTH

STORM DRAIN

STORM DRAIN DROP INLET

STORM DRAIN MANHOLE

STORM DRAIN VAULT

SHOULDER

SHEET

SIMULAR

SPECIFICATION

SQUARE FEET

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STAINLESS STEEL

STREET

STATION

STANDARD

STEEL

SOUTHWEST

THRUST BLOCK

TELEPHONE

TOP OF GRATE

TOP OF CONCRETE

TOP OF PIPE

TRAFFIC SIGNAL

TYPICAL

UNDERGROUND ELECTRIC

UNDERGROUND G

UNDERGROUND POWER BOX

UNDERGROUND TELEPHONE

UNKNOWN

UNLESS NOTED OTHERWISE

VERTICAL CURVE

VITRIFIED CLAY PIPE

VERTICAL

VAULT

VERTICAL POINT OF INTERSECTION

WATER

WEST

WATER METER

WATER TREATMENT PLAN

WATER VALVE

WASTEWATER

WASTE WATER TREATMENT PLANT

WATER RECLAMATION FACILITY

WATERSTOP

WITH

SOIL BORING LOCATIONS

SYMBOLS

MONUMENT

BENCH MARK

VERTICAL CONTROL POINT

SYMBOL DESCRIPTION

DIRECTION ARROW

FLOW ARROW

GAS VALVE

OPEN/CLOSED

FLOW/SLOPE

DIRECTION

GAS METER

IRON PIN

IRON ROD

MANHOLE (PROFILE)

MANHOLE (PLAN)

PULL BOX

TRANSIT POINT

POWER TOWER

ANCHOR POINT

SYMBOL DESCRIPTION

3 WAY PA SPEAKER

DATUM POINT

CATCH BASIN (SQUARE)

CATCH BASIN (ROUND)

CURB MANHOLE

HIGH LIGHT POLE

ROCK WALL

RIP RAP

PA SPEAKER

PROPERTY HOOK

2 WAY PA SPEAKER

4 WAY PA SPEAKER

BURIED VALVE

HEADWALL

TRAFFIC LIGHT POLE

TRAFFIC LIGHT POLE

SINGLE TRAFFIC

LIGHT POLE

X JUNCTION BOX

/ JUNCTION BOX

I JUNCTION BOX

GUYED LIGHT POLE

CABLE TV

UTILITY POLE

UTILITY POLE GUY WIRE

VALVE W/ OPERATOR

CLOSED VALVE

W/ OPERATOR

VALVE W/ OPERATOR

AND CONNECTION

CLOSED VALVE W/

OPERATOR AND

CONNECTION

VALVE W/ OPERATOR

AND TWO CONNECTIONS

CLOSED VALVE

W/ OPERATOR AND

TWO CONNECTIONS

PIPE CAP OR

CONNECTION

CHECK VALVE

CROSS

FIRE HYDRANT -

2 WAY

FIRE HYDRANT -

3 WAY

FLANGE

VALVE

VALVE W/

CONNECTION

CLOSED VALVE W/

CONNECTION

VALVE W/ TWO

CONNECTIONS

CLOSED VALVE W/

TWO CONNECTIONS

CLOSED VALVE

CAP OR TURN DOWN

PLUG VALVE

CLOSED

PLUG VALVE

REDUCER W/

CONNECTION

REDUCER W/

CONNECTION

REDUCER

REDUCER FLANGED

REDUCER W/ TWO

CONNECTIONS

GATE VALVE W/

BLIND FLANGE

AND CONNECTION

TEE W/ FLANGE

AND CONNECTIONS

TEE W/

CONNECTIONS

FLANGED TEE

(IN FEET)

RIP RAP

ELEVATION

ROADWAY GRADE

COORDINATES

CONCRETE PAVEMENT

SLOPE CALLOUT

SURFACE SLOPE

ASPHALT PAVEMENT

PLANT COORDINATES AT STRUCTURES

(OUTSIDE FACE AT FINISHED GRADE)

(SEE TABLE ON EACH

GUARD POST

2%

SECTIONPLAN

SPOT ELEVATION (FINISH ELEV)

CONTROL POINT

SPOT ELEVATION (AT PAVEMENT)

SPOT ELEVATION (AT DIRT)

SPOT ELEVATION (AT FLOWLINE)

SPOT ELEVATION (AT TOP CURB)

SPOT ELEVATION (AT HIGH POINT)

FIN SLAB

FIN SLAB/

PVMT

XX.X

XX.XX

XX.XX

XX.XX

(HP)

XX.XX

XX.XX

TC

FL

3:1 =

2:1 =

(FT/FT)

S=0.0100

S=0.0020

(FT/FT)

E 10000N 16000

X 1325.00

1328.2 EXISTING

LENGTH

CURVE NUMBER

EDGE OF PVMT

PT

RADIUS POINT

RADIUS

ANGLE

CLOCKWISE

PC

VAULT

METER

VAULT

METER

TEST BORING LOCATIONS

PERCOLATION

TEST LOCATIONS

IP

IR

DATUM

P

CTV

MC MC

PH POTHOLE/

POTHOLE NUMBER

DROP INLET

SHRUB/HEDGE

TREE

T TELEPHONE PEDESTAL

YARD HYDRANT

CO

CLEANOUT

AIR RELEASE VALVE

BLOW OFF VALVE

LIGHT

LIGHT POLE

PP

POWER POLE

SIGN/SIGN POST

ELECTRICAL MANHOLE

AND PULL BOX

REDUCER W/

FLANGE AND

CONNECTION

DROP MANHOLE

PARSHALL FLUME

OPERATOR/

OPERATOR CLOSED

HOSE BIBB

SERVICE CONNECTION

GATE

ROADWAY/PIPE CURVE

WITH ROADWAY/PIPE CURVES.)

GRADING & PAVING OR CIVIL PIPING DWG

ROADWAY/PIPE CURVES

COORDINATES

PATTERNING

ELEVATION/SLOPES

DESCRIPTIONSYMBOL

STAGING AREA

STABILIZED CONSTRUCTION

ENTRANCE

DRAINAGE DITCH OR

CHANNEL GRADE

NEW

OR OUTSIDE FACE

OF CURB

ALL SYMBOLS SHOWN AS

NEW. EXISTING SYMBOLS

ARE SCREENED.

XX

PHXX

XX

X

X

X

X

XX

Q

PROJECT NO.

LA

ST

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FILE NAME:

MAB

AMR

LDM

00G04

GENERAL

SYMBOLS 2

7126I1000G04.dwg ar ic ar do

7126I10

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/2

3:

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D at e:

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

7126I.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFNOVEMBER 2025

COLLIER COUNTY

NORTHEAST WRF/WTP -DIW CONVEYANCE

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832

AND SEALED BY MATTHEW S. LOVE ON THE DATE

ADJACENT TO THE SEAL ON THE COVER SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

X

X X

X X

X X

X X

X X

X X

X X

X

X X

X X

X

X X

XXXXXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

WM WMWMWM

WM WM

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

7126I.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFNOVEMBER 2025

COLLIER COUNTY

NORTHEAST WRF/WTP -DIW CONVEYANCE

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832

AND SEALED BY MATTHEW S. LOVE ON THE DATE

ADJACENT TO THE SEAL ON THE COVER SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

PROJECT NO.

LA

ST

S

AV

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B

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FILE NAME:

MAB

AMR

LDM

00G05

GENERAL

OVERALL SITE PLAN

7126I1000G05.dwg ar ic ar do

7126I10

/6

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Pl ot

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FILE:

PLAN

7126I1000C100

DP

POND #2G

A 00G06

400'200'0 100'

SCALE: 1" = 200'

FUTURE COLLECTIONS &

DISTRIBUTION BUILDING

FACILITY

ENTRANCE

FUTURE

WTP

FUTURE

WRF

INTERIM

WWTP

GENERAL NOTE:

1. PROJECT SCOPE OF WORK SHOWN IN BOLD.

AutoCAD SHX Text X

AutoCAD SHX Text

W M

W M

W M

W M

WM WM WM WM

WM WM WM WM WM

INJECTION WELL #1

N 717413.98 E 796869.90

MONITORING WELL

N 717413.98 E 797019.90

INJECTION WELL #2

N 717413.98 E 797169.90

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

7126I.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFNOVEMBER 2025

COLLIER COUNTY

NORTHEAST WRF/WTP -DIW CONVEYANCE

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832

AND SEALED BY MATTHEW S. LOVE ON THE DATE

ADJACENT TO THE SEAL ON THE COVER SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MAB

AMR

LDM

00G06

GENERAL

ENLARGED SITE PLAN OF DEEP INJECTION WELL

7126I1000G06.dwg ar ic ar do

7126I10

/6

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FUTURE COLLECTIONS &

DISTRIBUTION BUILDING

80'40'0 20'

SCALE: 1" = 40'

DP-3

POND #2G

SCALE:

FILE:

PLAN

7126I1000C100

1" = 40'A

150'-0" 150'-0"

GENERAL NOTES:

1. AFTER WELL CONSTRUCTION ACTIVITIES ARE

COMPLETE, THE INJECTION WELL PADS ARE NOT,

UNLESS SPECIFIC APPROVAL IS OBTAINED FROM

THE DEPARTMENT, TO BE USED FOR STORAGE

OF ANY MATERIAL OR EQUIPMENT AT ANY TIME

2. CONTRACTOR SHALL CONDUCT A SITE SURVEY

PRIOR TO CONSTRUCTION. SEE SPECIFICATION

SECTION 13 40 00 FOR SURVEY REQUIREMENTS.

3. SITE IS CURRENTLY UNDER DEVELOPMENT.

CONTRACTOR SHALL USE EXISTING

CONSTRUCTION ACCESS ROADS FOR SITE

ACCESS.

4. CONTRACTOR CAN UTILIZE AREA TO THE EAST OF

THE INJECTION WELL SITES FOR A LAYDOWN

AREA. LAYDOWN AREA SHALL NOT ENCROACH

UPON ACCESS TO EXISTING STRUCTURES.

PROJECT NO.

L A

S T

S

V

E D

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FILE NAME:

MAB

AMR

LDM

00G07

GENERAL

INJECTION WELLS AND MONITORING WELL

PROCESS FLOW DIAGRAM

7126I1000G07.dwg

A l a i c o

7126I10

A

M P l o t

D a t e

DATE

REV

BY

DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

7126I.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFNOVEMBER 2025

COLLIER COUNTY

NORTHEAST WRF/WTP -DIW CONVEYANCE

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302

Sarasota, FL 34232

Phone: 941-371-9832

CA No. 00008571

10/25 RC

BID SET

AND SEALED BY MATTHEW S. LOVE ON THE DATE

ADJACENT TO THE SEAL ON THE COVER SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

GATE VALVE

(TYP)

FROM FUTURE WTP

FROM WWTP

CONTAINMENT AREA

(TYP)

DEEP INJECTION

WELL #1

DEEP INJECTION

WELL #2

AIR COMBINATION

VALVE. DRAIN INTO

CONTAINMENT AREA

(TYP)

CHECK VALVE

(TYP)

WELL ANNULUS

PRESSURE TANK

NITROGEN

CYLINDERS

SAMPLE PANEL

SWING CHECK

VALVE (TYP)

BALL VALVE (TYP)

DUAL ZONE

MONITORING WELL

PLUG VALVE

(TYP)

CHECK

VALVE

(TYP)

PRESSURE RELIEF

VALVE (TYP)

GENERAL NOTES:

1. SEE DRAWING G02 FOR PIPE SCHEDULE

WELL ANNULUS

PRESSURE TANK

NITROGEN

CYLINDERS

DIIQ

ROC

24" DIIQ/ROC

2" SPD

1/2" NG

1" ASF

FLEXIBLE

CONNECTION

FLEXIBLE

CONNECTION

FLEXIBLE

CONNECTION

PLUG VALVE WITH

ACTUATOR (TYP)

SAMPLE

POINT

(TYP)

SUMP

2" SPD

1 1/4" MWD

1 1/4" MWD

2" SPD

3-WAY BALL

VALVE (TYP)

2" SPD

1" DR 1" DR

STRAINER:

WYE TYPE

(TYP)

PRESSURE

REGULATOR

(TYP)

SP-1

DIW SUMP

PUMP #1

SAM-1

SHALLOW

ZONE SAMPLE

PUMP

SAM-2

DEEP ZONE

SAMPLE

PUMP

SP-3

DZMW SUMP

PUMP

SP-2

DIW SUMP

PUMP #2

M

M

M

M

FLOW METER

FLOW METER

(TYP)

FLOW METER

AIR RELEASE

VALVE (TYP)

PLUG VALVE

WITH ACTUATOR

(TYP)

36" DIIQ/ROC

24" DIIQ/ROC

24" DIIQ/ROC

PROJECT NO.

LA

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FILE NAME:

MNT

MNT

JRB

00C01

GENERAL

NOTES & LEGENDS

20203210-001_Cover.dwg

M ic ha el

.T is eo

71261.10

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642

COLLIER COUNTY PUBLIC UTILITIES STANDARD DETAIL NOTES:

ALL REFERENCES TO COLLIER COUNTY PUBLIC UTILITIES STANDARD DETAILS ARE FROM

THE 2025 COLLIER COUNTY UTILITIES OPERATION AND MAINTENANCE MANUAL. THESE

STANDARD DETAILS WERE PREPARED BY OR AT THE DIRECTION OF COLLIER COUNTY

AND WERE FURNISHED TO JOHNSON ENGINEERING, INC.

THE DESIGN STANDARDS REFERENCED WITHIN THIS PLAN SET HAVE BEEN

INCORPORATED HEREIN VERBATIM AS SET FORTH WITHIN THE ABOVE REFERENCED

COLLIER COUNTY OPERATION AND MAINTENANCE MANUAL.

PRINTING AND PLOTTING NOTE:

PRINTING FULL SIZE OR 22"X34" PLANS:

· 22"X34" PLANS ARE MEANT TO BE PLOTTED AT 20 SCALE.

(SEE INDIVIDUAL SCALE BARS ON EACH SHEET FOR DEVIATIONS)

· WHEN PRINTING FULL SIZE PLANS (22"X34") MAKE SURE THE PROPER SIZE PAPER IS

USED, FAILURE TO DO SO WILL RESULT IN PLANS THAT ARE NOT TO SCALE.

· WHEN PRINTING 22"X34" PDF'S FROM ADOBE SELECT "ACTUAL SIZE" & "CHOOSE PAPER

SOURCE BY PDF PAGE SIZE"

PRINTING 1/2 SIZE OR 11"X17" PLANS:

· 11"X17" PLANS ARE MEANT TO BE PLOTTED AT 40 SCALE.

(SEE INDIVIDUAL SCALE BARS ON EACH SHEET FOR DEVIATIONS)

· WHEN PRINTING 1/2 SIZE PLANS (11"X17") MAKE SURE THE PROPER SIZE PAPER IS

USED, FAILURE TO DO SO WILL RESULT IN PLANS THAT ARE NOT TO SCALE.

· WHEN PRINTING 11"X17" PDF'S FROM ADOBE SELECT "ACTUAL SIZE" & "CHOOSE PAPER

SOURCE BY PDF PAGE SIZE"

SYMBOLS

A

UTILITY LINETYPES

PROPOSEDEXISTING

IRR

FM

WM

RW

SS

PR. 8'' WM

PR. 8'' FM

PR. 8'' IRR

PR. 8'' IQ

PR. 8'' RW

PR. 8'' SS

RU

PR. 8'' RU

IQ

ABBREVIATIONS

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

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PM

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STATE OF

NO. 60024

J A

RED ROY BROW

N

P

RO

FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

ALL "FUTURE" UTILITIES REFERENCES ON THESE

PLANS ARE CURRENTLY UNDER DESIGN.

REFERENCE TO SAID UTILITIES ARE FOR INFORMATION

PURPOSES ONLY.

"FUTURE" UTILITIES WILL BE ADJUSTED BASED ON

AS-BUILIT LOCATION OF PROPOSED DIIQ MAIN.

"FUTURE" UTILITY LINETYPES

.2

36" DIIQ - HDPE DR11

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

ALIGNMENT A

ALIGNMENT B

ALIGNMENT C

ALIGNMENT D

ALIGNMENT E

SEE SHEET 10

SEE SHEET 11

SEE SHEET 12

SEE SHEET 13

SEE SHEET 14 SEE SHEET 15 SEE SHEET 16

SEE SHEET 17

SEE SHEET 18

DIIQ METER ASSEMBLY

SEE SHEET 19

DEEP INJECTION

WELL #2

DEEP INJECTION

WELL #1

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

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PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

P

RO

FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

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FILE NAME:

MNT

MNT

JRB

00C02

GENERAL

KEY MAP

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

8" IQ MAIN

DISPOSAL SPRAY FIELD

(NOT PART OF THIS PROJECT)

ALIGNMENT F

MONITORING WELL

36" DIIQ - PLUG ON VALVE

FOR FUTURE CONNECTION

36" DIIQ - GATE VALVE

36" DIIQ - 45° HOR BEND

36" DIIQ - TEE 36" DIIQ - HDPE DR11

36" DIIQ - GATE VALVE

36"X16" DIIQ - REDUCER

16" DIIQ - HDPE DR11

16" DIIQ - 45° VERT BEND

16" DIIQ - 45° VERT BEND

36" DIIQ - 45° HOR BEND

SEE SHEET 11 FOR

PROFILE OF THIS 16" DIIQ

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00

8" IQ MAIN

DISPOSAL SPRAY FIELD

(NOT PART OF THIS PROJECT)

DIIQ METER ASSEMBLY

SEE SHEET 19 FOR

DETAILS & CROSS SECTIONS

FUTURE 12" GRND

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 42" RJW

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 18" PDD

(BY OTHERS)

FUTURE 8" FPW

(BY OTHERS)

FUTURE 6" PLW

(BY OTHERS)

FUTURE 36" REW

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 18" PDD

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 8" FPW

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 6" PLW

(BY OTHERS)

FUTURE 24" DUCTBANK

(BY OTHERS)

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment A Sta: 0+00 to Sta: 4+00

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00

36" DIIQ - 45° HOR BEND

36" DIIQ - GATE VALVE

36" DIIQ - PLUG ON VALVE

FOR FUTURE CONNECTION

0.5'

36" DIIQ - 45° HOR BEND

9.

0'

M

IN

. D

EP

TH

PROPOSED

FINISHED GRADE

(BY OTHERS)

2.5'

FUTURE 42" RJW

(BY OTHERS)

FUTURE 42" RJW

(BY OTHERS)

FUTURE 36" REW

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 30" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 6" PLW

(BY OTHERS)

FUTURE 18" PDD

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 8" FPW

(BY OTHERS)

36" DIIQ - HDPE DR11

36" DIIQ - GATE VALVE

36" DIIQ - TEE

FOR CONTINUATION SEE SHEET 11

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

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PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

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FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C03

GENERAL

ALIGNMENT A 0+00_TO_4+00

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

REFERENCE TO SAID UTILITIES ARE FOR INFORMATION PURPOSES ONLY.

"FUTURE" UTILITIES WILL BE ADJUSTED BASED ON AS-BUILIT LOCATION OF PROPOSED DIIQ MAIN.

DIIQ METER ASSEMBLY

SEE SHEET 19 FOR

DETAILS & CROSS SECTIONS

36" DIIQ - HDPE DR11

2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00

16" DIIQ - HDPE DR11

CONTRACTOR TO VERIFY THAT BELL OF

DRAINAGE PIPE WILL NOT BE IN CONFLICT.

CROSSING MAY BE ADJUSTED (NORTH OR SOUTH)

AS NEEDED TO ALLOW FOR INSTALLATION

FUTURE 6" PLW

(BY OTHERS)

FUTURE 30" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 18" PDD

(BY OTHERS)

FUTURE 12" PVC DRAIN

(BY OTHERS)

FUTURE 8" FPW

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 15" RCP

(BY OTHERS)

FUTURE 36" FA

(BY OTHERS)

FUTURE 24" EBI

(BY OTHERS)

FUTURE 16" EBE

(BY OTHERS)

36" DIIQ - 45° HOR BEND

36" DIIQ - PLUG ON VALVE

FOR FUTURE CONNECTION

36" DIIQ - GATE VALVE

36" DIIQ - TEE

36" DIIQ - 45° HOR BEND

36" DIIQ - GATE VALVE

16" DIIQ - 45° VERT BEND

16" DIIQ - 45° VERT BEND

36"X16" DIIQ - REDUCER

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment B Sta: 3+00 to Sta: 7+00

3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment B (Offset) Sta: 2+50 to Sta: 3+50

2+50 3+00 3+50

36" DIIQ - 45° HOR BEND

36" DIIQ - HDPE DR11

PROPOSED

FINISHED GRADE

(BY OTHERS)

9.

0'

M

IN

. D

EP

TH

2.7' 1.9'

2.7'

5.8'5.8'

PROPOSED DEPTH

NOT FOUND

IN FUTURE PLANSFUTURE 8" FPW

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 36" FA

(BY OTHERS)

FUTURE 15" RCP

(BY OTHERS) FUTURE 24" EBI

(BY OTHERS)

FUTURE 16" EBE

(BY OTHERS)

36" DIIQ - TEE

36"X16" DIIQ - REDUCER

16" DIIQ - HDPE DR11

9.

0'

M

IN

. D

EP

TH

3.0'

0.6' 1.3'

PROPOSED

FINISHED GRADE

(BY OTHERS)

36" DIIQ - 45° HOR BEND

16" DIIQ - 90° HOR BEND

16" DIIQ - 45° VERT BEND

0.6'

16" DIIQ - 45° VERT BEND

M

AT

C H

LI

N

E

SE

E

SH

EE

T

FOR CONTINUATION SEE SHEET 10

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

:1

PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

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FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C04

GENERAL

ALIGNMENT B 2+50_TO_7+00

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

36" DIIQ - HDPE DR11

36" DIIQ - HDPE DR11

7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00

+5

+0

A

8" IQ MAIN

DISPOSAL SPRAY FIELD

(NOT PART OF THIS PROJECT)

REEL CONNECTION POINTS

DISPOSAL SPRAY FIELD

(NOT PART OF THIS PROJECT)

REEL CONNECTION POINTS

DISPOSAL SPRAY FIELD

(NOT PART OF THIS PROJECT)

.9

FUTURE 24" RS

(BY OTHERS)

FUTURE 24" RS

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 60" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 8" FPW

(BY OTHERS)

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° VERT BEND

36" DIIQ - 45° VERT BEND

AIR RELEASE VALVE

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment B Sta: 7+00 to Sta: 12+00

7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00

36" DIIQ - HDPE DR11

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° VERT BEND

PROPOSED

FINISHED GRADE

(BY OTHERS)

9.

0'

M

IN

. D

EP

TH

3.

0'

M

IN

D

EP

TH

5.8' 5.8'

1.9'1.9'

FUTURE 24" RS

(BY OTHERS)

FUTURE 24" RS

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 8" FPW

(BY OTHERS)

36" DIIQ - 45° VERT BEND

A

AIR RELEASE VALVE

MATCHLINE SEE SHEET 13

M

AT

C H

LI

N

E

SE

E

SH

EE

T

FOR CONTINUATION SEE SHEET 13

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

:4

PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

P

RO

FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C05

GENERAL

ALIGNMENT B 7+00_TO_12+00

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

36" DIIQ - HDPE DR11

36" DIIQ - HDPE DR11

36" DIIQ - 45° VERT BEND

36" DIIQ - 45° VERT BEND

36" DIIQ - HDPE DR11

AIR RELEASE VALVE

10+80

11+00

11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

16+00

16+50

16+70

A

FUTURE 60" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 6" PLW

(BY OTHERS)

FUTURE 4" PW

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 4" PW

(BY OTHERS)

FUTURE 8" FPW

(BY OTHERS)

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment C Sta: 11+00 to Sta: 16+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

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

36" DIIQ - HDPE DR11

36" DIIQ - 45° HOR BEND

PROPOSED

FINISHED GRADE

(BY OTHERS)

3.

0'

M

IN

D

EP

TH

36" DIIQ - 45° VERT BEND

36" DIIQ - 45° VERT BEND

A

AIR RELEASE VALVE

FOR CONTINUATION SEE SHEET 12

FOR CONTINUATION SEE SHEET 14

MATCHLIN

E SEE SHEET 14

MATCHLIN

E SEE SHEET 12

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

:2

PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

P

RO

FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C06

GENERAL

ALIGNMENT C 11+00_TO_16+50

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

+5

+0

16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50

FUTURE 6" PLW

(BY OTHERS)

FUTURE 4" PW

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 4" PW

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

36" DIIQ - 45° HOR BEND

36" DIIQ - 45° HOR BEND

EXISTING 30" RCP

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment D Sta: 16+00 to Sta: 21+50

16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50

36" DIIQ - 45° HOR BEND

36" DIIQ - HDPE DR11

PROPOSED

FINISHED GRADE

(BY OTHERS)

1.1'

3.

0'

M

IN

D

EP

TH

M

AT

C H

LI

N

E

SE

E

SH

EE

T

15MATCHLINE SEE SHEET 13

FOR CONTINUATION SEE SHEET 13

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

:5

PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

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FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C07

GENERAL

ALIGNMENT D 16+00_TO_21+50

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00

36" DIIQ - HDPE DR11

FUTURE 54" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment D Sta: 21+50 to Sta: 27+00

21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00

36" DIIQ - HDPE DR11

PROPOSED

FINISHED GRADE

(BY OTHERS)

1.7'

3.

0'

M

IN

D

EP

TH

FUTURE 54" RCP

(BY OTHERS)

M

AT

C H

LI

N

E

SE

E

SH

EE

T

M

AT

C H

LI

N

E

SE

E

SH

EE

T

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

:3

PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

P

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FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C08

GENERAL

ALIGNMENT D 21+50_TO_27+00

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50

FUTURE 15" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 15" RCP

(BY OTHERS)

FUTURE 4" SAN

(BY OTHERS)

FUTURE 3" RS

(BY OTHERS)

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment D Sta: 27+00 to Sta: 32+50

27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50

36" DIIQ - HDPE DR11

PROPOSED

FINISHED GRADE

(BY OTHERS)

3.

0'

M

IN

D

EP

TH

2.3' 2.6'

3.

0'

M

IN

D

EP

TH

FUTURE 15" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 4" SAN

(BY OTHERS)

FUTURE 3" RS

(BY OTHERS)

M

AT

C H

LI

N

E

SE

E

SH

EE

T

M

AT

C H

LI

N

E

SE

E

SH

EE

T

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

:0

PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

P

RO

FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C09

GENERAL

ALIGNMENT D 27+00_TO_32+50

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

24" DIIQ - DIP

24" DIIQ - DIP

32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00

36" DIIQ - HDPE DR11

24" DIIQ - DIP

24" DIIQ - DIP

FUTURE 3" PW

(BY OTHERS)

FUTURE 15" RCP

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

FUTURE 4" RS

(BY OTHERS)

FUTURE 20" IRG

(BY OTHERS)

24" DIIQ - CAP

36"X24" DIIQ - TEE

24" DIIQ - GATE VALVE

24" DIIQ - GATE VALVE

24" DIIQ - TEE

REMOVE 24" CAP

& CONNECT TO

24" WELL PIPING

FUTURE 60" RCP

(BY OTHERS)

FUTURE 60" RCP

(BY OTHERS)

24" DIIQ - GATE VALVE

FUTURE 30" ROC

(BY OTHERS)

FUTURE 24" DUCTBANK

(BY OTHERS)

FUTURE 6" PWL

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

24" DIIQ - 45° VERT BEND

24" DIIQ - 45° VERT BEND

REMOVE 24" CAP

& CONNECT TO

24" WELL PIPING

24" DIIQ - 45° VERT BEND

24" DIIQ - 45° VERT BEND

ABOVE GROUND

WELL PIPING

SEE SHEET 23 & 24

ABOVE GROUND

WELL PIPING

SEE SHEET 23 & 24

36"X24" DIIQ - REDUCER

24" DIIQ - GATE VALVE

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment D Sta: 32+50 to Sta: 38+00

32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00

PROPOSED

FINISHED GRADE

(BY OTHERS)

3.

0'

M

IN

D

EP

TH

3.

0'

M

IN

D

EP

TH

2.0'

36" DIIQ - HDPE DR11

FUTURE 3" PW

(BY OTHERS)

FUTURE 15" RCP

(BY OTHERS)

FUTURE 60" RCP

(BY OTHERS)

24" DIIQ - TEE

36"X24" DIIQ - REDUCER

36" DIIQ - HDPE DR11

36"X24" DIIQ - TEE 24" DIIQ - DIP

24" DIIQ - GATE VALVE

M

AT

C H

LI

N

E

SE

E

SH

EE

T

DEEP INJECTION

WELL #2

DEEP INJECTION

WELL #1

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

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PM

Pl ot

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STATE OF

NO. 60024

J A

RED ROY BROW

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FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C10

GENERAL

ALIGNMENT D 32+50_TO_38+00

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

FOR WELL CONNECTION PROFILES

SEE SHEET 18

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment E Sta: 0+00 to Sta: 1+50

0+00 0+50 1+00 1+50

FUTURE 8" IRG

(BY OTHERS)FUTURE 6" PWL

(BY OTHERS)

FUTURE 4" RS

(BY OTHERS)

FUTURE 20" IRG

(BY OTHERS)

DEFLECT FUTURE 6" MAIN

TO AVOID 24" DIIQ

FUTURE 30" ROC

(BY OTHERS) PROPOSED

WELL PAD

(BY OTHERS)

ABOVE GROUND

WELL PIPING

SEE SHEET 23 & 24

REMOVE 24" CAP

& CONNECT TO

24" WELL PIPING

24" DIIQ - 45° VERT BEND

24" DIIQ - DIP

24" DIIQ - 45° VERT BEND

24" DIIQ - GATE VALVE

24" DIIQ - TEE

24" DIIQ - GATE VALVE

24" DIIQ - CAP

24" DIIQ - DIP

24" DIIQ - DIP

0+

0+

1+

1+

0+

1+

1+

36" DIIQ - HDPE DR11

24" DIIQ - DIP

24" DIIQ - DIP

FUTURE 8" IRG

(BY OTHERS)

FUTURE 4" RS

(BY OTHERS)

FUTURE 20" IRG

(BY OTHERS)

24" DIIQ - CAP

36"X24" DIIQ - TEE

24" DIIQ - GATE VALVE

24" DIIQ - GATE VALVE

24" DIIQ - TEE

REMOVE 24" CAP

& CONNECT TO

24" WELL PIPING

FUTURE 60" RCP

(BY OTHERS)

FUTURE 60" RCP

(BY OTHERS)

24" DIIQ - GATE VALVE

FUTURE 30" ROC

(BY OTHERS)

FUTURE 24" DUCTBANK

(BY OTHERS)

FUTURE 6" PWL

(BY OTHERS)

FUTURE 8" IRG

(BY OTHERS)

24" DIIQ - 45° VERT BEND

24" DIIQ - 45° VERT BEND

REMOVE 24" CAP

& CONNECT TO

24" WELL PIPING

24" DIIQ - 45° VERT BEND

24" DIIQ - 45° VERT BEND

ABOVE GROUND

WELL PIPING

SEE SHEET 23 & 24

ABOVE GROUND

WELL PIPING

SEE SHEET 23 & 24

36"X24" DIIQ - REDUCER

24" DIIQ - GATE VALVE

Hor. Scale: 1" = 20', Vert. Scale: 1" = 2'Alignment F Sta: 0+00 to Sta: 1+50

0+00 0+50 1+00 1+50

ABOVE GROUND

WELL PIPING

SEE SHEET 23 & 24

REMOVE 24" CAP

& CONNECT TO

24" WELL PIPING

24" DIIQ - 45° VERT BEND

24" DIIQ - 45° VERT BEND

24" DIIQ - GATE VALVE

36"X24" DIIQ - TEE

24" DIIQ - DIP

24" DIIQ - DIP

PROPOSED

WELL PAD

(BY OTHERS)

FO

R

C O

N

TI

N U

AT

IO

N S

EE

S

H

EE

T

ALIGNMENT E

DEEP INJECTION

WELL #2

DEEP INJECTION

WELL #1

ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88).

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+) 1.257

JOHNSON ENGINEERING, LLC.

2122 JOHNSON STREET

FORT MYERS, FLORIDA 33901

PHONE: (239) 334-0046

E.R. #642 & L.B. #642DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

SHEET NO.

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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

301 North Cattlemen Road, Suite 302 Sarasota, FL 34232

Phone: 941-371-9832 CA No. 00008571

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY JARED ROY BROWN, PE ON THE

DATE ADJACENT TO THE SEAL ON THE COVER

SHEET.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE BE VERIFIED ON ANY ELECTRONIC

COPIES.

/5

/2

4:

:0

PM

Pl ot

D at e:

STATE OF

NO. 60024

J A

RED ROY BROW

N

P

RO

FESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MNT

MNT

JRB

00C11

GENERAL

WELL SITE ALIGNEMNTS E & F

20203210-001_PP.dwg

M ic ha el

.T is eo

71261.10

ALIGNMENT F

ALL "FUTURE" UTILITIES REFERENCES ON THESE PLANS ARE CURRENTLY UNDER DESIGN.

REFERENCE TO SAID UTILITIES ARE FOR INFORMATION PURPOSES ONLY.

MONITORING WELL

GRADE9'-0"

6"

6'-0"4'GRADE

16"x10" ECC

REDUCER

(2) 10" GVS

16"x10" ECC REDUCER

10" TEE

10" TEE

16" 90° MJ BEND

16" PIPE

10" ENDRESS+HAUSER

PROMAG FLOW METER

4'-2"

REMOVE EX. 16" 90° BEND

AND INSTALL 16" TEE

2' -6

1'-8"

5'-10"

16" PIPE

16" 90° BEND

16" 90° MJ BEND

16" PIPE

PIPE STANCHION

(TYP.)

PIPE SUPPORT (TYP.)

REINFORCED CONCRETE

SLAB 7'-6" x 9'-0" x 6" THICK

1/2" Ø GR316 S.S. ANCHOR HDW

PROVIDE 14" RAM-NECK

SEALANT BETWEEN CONC.

AND PIPE

1/4" THICK x 4" WIDE ANODIZED

ALUMINUM STRAP ANCHORED TO

SUPPORT…