1_-_General_and_Civil_Plans_-_100%_-_4-11-25_.pdf

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10600 Chevrolet Way, Suite 102

Estero, Florida 33928

Engineering Business No. 2429

DATE ______________

PREPARED FOR

COLLIER COUNTY PUBLIC UTILITIES

BOARD OF COUNTY COMMISSIONERS

RICK LOCASTRO DISTRICT 1

CHRIS HALL DISTRICT 2

BURT L. SAUNDERS DISTRICT 3 (CHAIRMAN)

DAN KOWAL DISTRICT 4 (VICE CHAIRMAN)

WILLIAM L. MCDANIEL, JR. DISTRICT 5

COLLIER COUNTY WATER-SEWER DISTRICT

3339 TAMIAMI TRAIL E., SUITE 303

NAPLES, FLORIDA 34112

COLLIER COUNTY

PROJECT SITE

SCALE: N.T.S.

www.tetratech.com

CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CLIENT PROJECT No.:

ISSUED:

COLLIER COUNTY PUBLIC UTILITIES

RAW WATER BOOSTER PUMP STATION

IMPROVEMENTS

841 7TH ST SW

NAPLES, FL 34117

COLLIER COUNTY PUBLIC UTILITIES

3339 TAMIAMI TRAIL EAST, SUITE 303

NAPLES, FL 34112

10600 CHEVROLET WAY, SUITE 102

ESTERO, FL 33928

PH: (239) 390-1467

VICINITY MAP:

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PROJECT LOCATION

PROJECT LOCATION WITHIN

THIS PROPERTY BOUNDARY

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1. FLOW METER REPLACEMENT

2. OFFICE SPACE AND RESTROOM UPGRADES

3. PRE-ENGINEERED METAL BUILDING (PEMB) FOR PARKING CANOPY

4. POTABLE WELL AND REVERSE OSMOSIS (RO) SYSTEM

5. WASTEWATER SUBSURFACE DISPOSAL SYSTEM INSPECTION AND CLEANING.

04/11/25 - 100% SUBMITTAL

200-08486-24001 70085.30.1

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SHEET NO. SHEET TITLE

GENERAL

G-000 COVER SHEET

G-001

LOCATION MAP, GENERAL NOTES, AND DRAWING INDEX

G-002 LEGENDS AND ABBREVIATIONS

CIVIL

C-101 GENERAL SITE PLAN

C-102 EXISTING YARD PIPING PLAN

C-103 EXISTING FLOW METER PIPING AND DEMOLITION PLAN & SECTION

C-104 PROPOSED FLOW METER PIPING PLAN & SECTION

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

STRUCTURAL

S-101 PARKING CANOPY STRUCTURAL NOTES & DESIGN CRITERIA

S-102 PARKING CANOPY STRUCTURAL NOTES & ABBREVIATIONS

S-103 PARKING CANOPY FOUNDATION AND ROOF PLANS

S-104 PARKING CANOPY PEMB FRAME ELEVATION

S-105 PARKING CANOPY FOUNDATION SECTIONS AND DETAILS

S-106 PARKING CANOPY ROOF SECTIONS AND DETAILS

S-107 PARKING CANOPY ELEVATIONS

ARCHITECTURAL

A-001 EXISTING PUMP BUILDING

A-101 EXISTING PUMP BUILDING ARCHITECTURAL LIFE SAFETY PLAN

A-102 EXISTING PUMP BUILDING ARCHITECTURAL FLOOR PLANS AND ELEVATIONS

A-103 PARKING CANOPY ARCHITECTURAL LIFE SAFETY PLAN

A-104 PARKING CANOPY ARCHITECTURAL FLOOR PLAN

PLUMBING

P-001

PLUMBING ABBREVIATIONS, LEGEND, & NOTES

P-101 EXISTING PUMP BUILDING PLUMBING DEMOLITION PLAN

P-201 EXISTING PUMP BUILDING PLUMBING PRESSURE & SANITARY PIPING PLAN

P-501 EXISTING PUMP BUILDING PLUMBING DETAILS

P-601 EXISTING PUMP BUILDING PLUMBING SCHEDULES & RISER DIAGRAMS

MECHANICAL

M-001

MECHANICAL ABBREVIATIONS, LEGENDS, AND NOTES

M-002 MECHANICAL GENERAL NOTES

M-101 EXISTING PUMP BUILDING MECHANICAL DEMOLITION PLAN & SECTIONS

M-201 EXISTING PUMP BUILDING MECHANICAL ZONING PLAN

M-202 EXISTING PUMP BUILDING MECHANICAL MODIFICATION PLAN

M-203 PARKING CANOPY MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 EXISTING PUMP BUILDING MECHANICAL SCHEDULES

M-602 PARKING CANOPY MECHANICAL SCHEDULES

M-901 EXISTING PUMP BUILDING MECHANICAL CONTROLS

M-902 PARKING CANOPY MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

E-002 ELECTRICAL LEGEND

E-101 ELECTRICAL SITE PLAN

E-201 PARKING CANOPY EQUIPMENT ELECTRICAL PLAN

E-202 PARKING CANOPY LIGHTING ELECTRICAL PLAN

E-203 PARKING CANOPY LIGHTNING PROTECTION AND GROUNDING PLAN

E-204 EXISTING PUMP BUILDING ELECTRICAL DEMOLITION PLAN

E-205 EXISTING PUMP BUILDING ENLARGED ELECTRICAL PLAN

E-206 FLOW METER REPLACEMENT ELECTRICAL PLAN

E-301 ELECTRICAL SINGLE LINE DIAGRAM

E-401 ELECTRICAL SCHEDULES

E-402 ELECTRICAL WIRING DIAGRAMS EXAMPLES

E-501 TYPICAL ELECTRICAL DETAILS

E-502 TYPICAL ELECTRICAL DETAILS

E-503 TYPICAL ELECTRICAL DETAILS

E-504 TYPICAL ELECTRICAL DETAILS

COLLIER

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COLLIER COUNTY

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1. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIES

PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AS LISTED BELOW AND FIELD

VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES AT LEAST 48 HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DAMAGE CAUSED BY THEIR OPERATIONS.

- COLLIER COUNTY PUBLIC UTILITIES (WATER AND WASTEWATER DISTRICT): (239) 530-5335

- SUNSHINE STATE ONE CALL: 811 WWW.CALLSUNSHINE.COM

- IN ADDITION, PRIOR TO STARTING WORK, CONTRACTOR SHALL NOTIFY LOCAL PUBLIC SERVICE AGENCIES

INCLUDING SHERIFF AND FIRE DEPARTMENTS.

2. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED ON RECORD DRAWINGS AND HAVE NOT BEEN

FIELD VERIFIED. THE EXISTING UTILITIES SHOWN AND LISTED ABOVE SHALL NOT BE CONSTRUED AS BEING ALL INCLUSIVE OF

UTILITIES IN THE AREA. ANY INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH THE OWNER OF THE UTILITY.

3. ALL DISTURBED AREAS SHALL BE RE-SODDED BY THE CONTRACTOR.

4. THE CONTRACTOR SHALL NOT PLACE ANY FILL MATERIALS WITHIN A WETTED DITCH OR WETLAND AREA WHEN WORKING

ADJACENT TO EITHER TYPE OF AREA.

5. WORK HOURS FOR THIS PROJECT SHALL BE AS FOLLOWS:

M-F: 7 AM - 7 PM

SATURDAY: 8 AM - 5 PM, REQUIRES 48 HOUR WRITTEN NOTICE AND WRITTEN APPROVAL FROM DISTRIBUTION MANAGER

SUNDAY: NO WORK ALLOWED.

6. CONTRACTOR SHALL SUPPLY THEIR OWN RESTROOM FACILITIES FOR THE DURATION OF THE PROJECT.

7. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIARIZED WITH THE OVERALL SITE CONDITION AND

PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF ROCK AND

EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN

FILL REQUIRED FROM OFFSITE, AND MATERIALS TO BE DISPOSED OF OFFSITE ALL OF WHICH WILL AFFECT THEIR PRICING. ANY

DELAY, INCONVENIENCE OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING

CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS

ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL AND THE

CONTRACTOR MAY HAVE TO BRING IN MATERIALS AT NO EXTRA COST FROM OFFSITE TO MEET THE REQUIREMENTS FOR

COMPACTION AND PROPER FILL.

8. ALL PROPOSED IMPROVEMENTS SHALL BE PERFORMED PER COLLIER COUNTY STANDARDS, WHICH ARE AVAILABLE ON THE

COUNTY'S WEBSITE: WWW.COLLIERGOV.NET

9. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO COUNTY'S MAINS AND

FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY COUNTY, COUNTY MAY PERFORM REQUIRED

REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.

10. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES EXPOSED DURING CONSTRUCTION SHALL BE ACCURATELY RECORDED

ON THE CONSTRUCTION DRAWINGS. THE OWNER SHALL BE IMMEDIATELY NOTIFIED OF ANY CONFLICTS WITH PROPOSED

CONSTRUCTION.

11. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE

INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF INFERRING SUSPENDED SOLIDS INTO

THE RECEIVING WATER BODY, EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL

LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL

ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH

VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE.

12. THE CONTRACTOR SHALL MAINTAIN NORMAL TRANSPORT VEHICLE ACCESS TO FACILITIES AT ALL TIMES.

13. IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E. WATER DOES NOT MEET FEDERAL AND STATE

REQUIREMENTS) DUE TO THE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESPONSIBLE, UNDER THE DIRECTION

OF THE OWNER, OR THE STATE AND LOCAL REGULATORY AGENCY FOR CORRECTING ANY SUCH CONTAMINATION PROBLEM

INCLUDING DISINFECTION, TESTING AND OTHER CORRECTIVE ACTION.

PROJECT LOCATION WITHIN

THIS PROPERTY BOUNDARY

RAW WATER BOOSTER PUMP STATION SITE

SCALE: N.T.S.

DRAWING INDEX

AAP ALARM ANNUNCIATOR PANEL

AARV AUTOMATIC AIR RELEASE

VALVE

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

AC ALTERNATING CURRENT

ACCMP ASPHALT-COATED

CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADDM ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHD AHEAD

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

APRX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AS ALUM SOLUTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

B

BAF BAFFLE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BI BLACK IRON

BITUM BITUMINOUS OR BITUMASTIC

B/L BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSP BLACK STEEL PIPE

BV BALL VALVE

BW BOTH WAYS

BWW BACKWASH WATER

C

CAP CAPACITY

CA COMPRESSED AIR

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

C/L CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLR CLEAR OR CLEARANCE

CLVT CULVERT

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

COL COLUMN

COM COMMON

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

COORD COORDINATE

CO COMPANY

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CSG CASING

CTV CABLE TELEVISION

CY CUBIC YARD

CYL CYLINDER

C&G CURB AND GUTTER

C/C CENTER TO CENTER

D

DAT DATUM

DBL DOUBLE

DC DIRECT CURRENT

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIR DIRECTION

DMH DROP MANHOLE

DN DOWN

DR DRAIN

DV DIAPHRAGM VALVE

DW DRIVEWAY

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E

E EAST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E/L EASEMENT LINE

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMER EMERGENCY

EMC ENCASE(MENT)

ENGR ENGINEER

EP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPRF EXPLOSION PROOF

EQUIP EQUIPMENT

ER ECCENTRIC REDUCER

ESTM EASEMENT

EST ESTIMATE(D)

EW EACH WAY

EXC EXCAVATE

EXP EXPANSION

EXST EXISTING

EXST GR EXISTING GRADE

EXT EXTERIOR

EXTN EXTENSION

F

FAB FABRICATE(D)

FCA FLANGED COUPLING ADAPTER

FB FLAT BAR

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FILTER(ED) EFFLUENT

FHY FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FL FLUORIDE

FLG FLANGE(D)

FLL FLOW LINE

FLTR FILTER

FM FORCE MAIN

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FUT FUTURE

FV FOOT VALVE

FW FINISHED WATER

FWP FACTORY WIRED PANEL

F/F FACE TO FACE

G

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GRTG GRATING

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GT GROUT

GV GATE VALVE

H

HB HOSE BIBB

HD HEAVY-DUTY

HDPE HIGH-DENSITY POLYETHYLENE

HDR HYDRAULIC

HFA HYDROFLUOSILICIC ACID

HGR HANGER

HGT HEIGHT

HNDRL HAND RAIL

HOA HAND-OFF-AUTO

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HWL HIGH WATER LEVEL

HWY HIGHWAY

HZ HERTZ

I

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INT INTERSECTION

INTR INTERIOR

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE

STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

J

JB JUNCTION BOX

JT JOINT

K

K KIP (1,000 LB)

KPL KICK PLATE

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

L

L LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LATL LATERAL

LAV LAVATORY

LEN LENGTH

LB POUND(S)

LF LINEAR FEET

LP LIGHT POLE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LVR LOUVER

LWL LOW WATER LEVEL

M

M METER

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

ME MITERED END

MECH MECHANICAL

MEG MATCH EXISTING GRADE

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM, MINUTE(S)

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MO MASONRY OPENING

MON MONUMENT

MPH MILES PER HOUR

MPT MALE PIPE THREAD

MS MOTOR STARTER

MSP MOTOR STARTER PANEL

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

MWP MAXIMUM WORKING PRESSURE

N

N NORTH

NaOCl SODIUM HYPOCHLORITE

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPF NATIONAL PIPE THREAD

NPT NATIONAL PIPE TAPER

(THREAD)

NPW NON-POTABLE WATER

NRS NON-RISING SYSTEM

NTS NOT TO SCALE

NW NORTHWEST

N/A NOT APPLICABLE

O

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OF OUTSIDE FACE

OH OVER HEAD

OHW OVER HEAD WIRE

OPP OPPOSITE

OPT OPTIONAL

OR OFFICIAL RECORDS

OSY OUTSIDE SCREW AND YOKE

O&M OPERATION AND MAINTENANCE

P

PA PROCESS AIR

PC POINT OF CURVE

PCM PERMANENT CONTROL

MONUMENT

PE PLAIN END

PG PRESSURE GAGE

PI POINT OF INTERSECTION

PL PLATE

P/L PROPERTY LINE

PNV PINCH VALVE

POB POINT OF BEGINNING

POJ PUSH-ON JOINT

POL POLYMER

PP POWER POLE

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH

GAGE

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PW POTABLE WATER

PWR POWER

Q

Q FLOW

QTY QUANTITY

R

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE

ARCH

RD ROAD

RDCR REDUCER

REBAR REINFORCING STEEL

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REM REMOVE(ABLE)

REQ'D REQUIRED

RF RAISED FACE

RJ RESTRAINED JOINT

RM ROOM

RPBP REDUCED PRESSURE

BACKFLOW PREVENTER

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RT RIGHT

RVT RIVETED

RW RAW WATER

RWW RAW WASTEWATER

R/W RIGHT-OF-WAY

S

S SOUTH

SA SAMPLE LINE

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEET

SHT SHEET(ED)(ING)

SIG SIGNAL

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOLN SOLUTION

SP SOIL PIPE, SPACE(ING)

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STK STAKE

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SURF SURFACE

SV SOLENOID VALVE

SVCE SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SWSH SURFACE WASH

SYM SYMBOL

SYMM SYMMETRICAL

S/W SIDEWALK

T

TAN TANGENT

TB TOP OF BEAM

TBM TEMPORARY BENCH MARK

TB-xx TEST BORING-xx (e.g. TB-1)

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TE TOTALLY ENCLOSED

TEFC TOTALLY ENCLOSED FAN

COOLED

TEL TELEPHONE

TENV TOTALLY ENCLOSED

NON-VENTILATED

THD THREAD(ED)

THK THICK(NESS)

TLM TELEMETRY

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TOT TOTAL

TP TELEPHONE POLE

TS THICKENED SLUDGE

TV TELEVISION

TYP TYPICAL

T&B TOP AND BOTTOM

U

UD UNDERDRAIN

UG UNDERGROUND

ULT ULTIMATE

UN UNION

UON UNLESS OTHERWISE NOTED

UGE UNDERGROUND ELECTRIC

UTC UNDERGROUND TELEPHONE

CABLE

UTIL UTILITY

V

V VOLT(S)

VAC VACUUM

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W

W WATT, WEST

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEAN OUT

WF WIDE FLANGE

WH WALL HYDRANT

WL WATER LINE

WM WATER MAIN

WP WATER PROOF(ING), WORKING

POINT

WPR WORKING PRESSURE

WS WATER SURFACE

WSP WELDED STEEL PIPE

WT WEIGHT

WTP WATER TREATMENT PLANT

WW WASH WATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTP WASTEWATER TREATMENT

PLANT

W/ WITH

W/O WITHOUT

X

XFER TRANSFER

Y

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S) YR

REFERENCE SYMBOLS

LIST OF STANDARD ABBREVIATIONS

HATCHING LEGEND MECHANICAL/DRAFTING LEGEND

PIPING LEGEND

DETAIL REFERENCE

X

X-XX

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

DETAIL TITLE

DETAIL

X

SCALE:

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

ASPHALT OR CONCRETE

SURFACE (SIDEWALK OR

ROADWAY)

ROADWAY/SIDEWALK

OPEN CUT RESURFACE

SODDED OR SEEDED AND

MULCHED AREA OR

EXISTING WETLAND

EARTH

EXISTING PIPES,

STRUCTURES, EQUIPMENT

TO BE REMOVED

CAST-IN-PLACE

CONCRETE

GRATING

WETLAND

STEEL

TO BE DEMOLISHED

GROUT

PRECAST CONCRETE

PHANTOM LINE

HIDDEN LINE

VISIBLE LINE

CENTER LINE

BREAK LINE

DIMENSION LINES AND LEADERS

EXISTING PROPOSED

N/A N/A

MATCHLINE

1 3/32"

NOTE

FITTING/

APPURTENANCE

BEND

TEE

WYE

REDUCER

CAP/

BLIND FLANGE

PLUG

BUTTERFLY

VALVE

BALL VALVE

CHECK VALVE

GATE VALVE

PLUG VALVE

AUTOMATIC

CONTROL VALVE

PINCH VALVE

FLANGED

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

MECHANICAL JOINT

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

GROOVE JOINT

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

SOLVENT WELD

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

N/A N/A N/A N/A N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A N/A N/A N/A N/A

N/AN/AN/AN/A

CIVIL LEGEND

STORM SEWER

SANITARY SEWER

WATER

o o o o o o o o o o o o o o o o o o o

GUARD RAIL

xx xx xx xx

STEEL FENCE

x x x x x

WOOD FENCE

EMBANKMENT

TOP

BOTTOM

MONITORING WELL

HYDRANT

POWER POLE

UTILITY POLE

SEWER MANHOLE

SEWER VALVE

MANHOLE

MONUMENT

TREE - EVERGREEN

TREE - PALM TREE

FLARED END - RCP

STORM MANHOLE

WATER METER

WATER VALVE

WATER WELL

MW-X

FH

CO

SS

SV

MH-??

SD

WM

WV

WELL

LIGHT POLE

SEWER CLEANOUT

STORM CULVERT END

SPOT ELEVATION

XXXX.XX

TREE - DECIDUOUS

EASEMENT

R/W RAW WATER MAIN

RIGHT OF WAY LINE (R-O-W)

LIMITS OF CONTRUCTION

PROPOSED CONTOUR MAJOR130

129 PROPOSED CONTOUR MINOR

(LABEL OPTIONAL)

SANITARY SEWER

(FORCE MAIN)

VEGETATION

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R.O. SYSTEM TO

BE INSTALLED

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EXISTING FLOW METER TO BE REPLACED

1. PARKING CANOPY TO BE CONSTRUCTED

OVER CONCRETE SLAB

2. CLEAN AND SEAL EXISTING CONC. SLAB

W

WELL

POTABLE WELL

TO BE INSTALLED

N: 684110.15

E: 452119.18

(SEE NOTE 1)

1" HDPE WM

EXISTING WASTEWATER

SUBSURFACE DISPOSAL SYSTEM

(SEE NOTE 2)

W

VALVE

WELL

VALVE

90 FOOT RADIUS

C-501

C-501

C-501

C-501

TRENCH

EXISTING

PAVEMENT LIMITS

SF

SF

SF

SF

SF

SF

SF

SF

SEDIMENT FENCE

C-502

90 FOOT RADIUS

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GENERAL SITE PLAN

SCALE: 1" = 40'

N

SCALE:

20' 40' 80'

1'' = 40'

PHOTO

SCALE: N.T.S.

PHOTO

SCALE: N.T.S.

PHOTO

PHOTO

NOTES

1. POTABLE WATER WELL AND REVERSE OSMOSIS (RO) SYSTEM - THE

POTABLE WATER SYSTEM WILL BE USED FOR THE UPGRADE TO THE

EXISTING RESTROOM, WHICH INCLUDES AN EXISTING TOILET, EXISTING SINK,

AND A NEW SHOWER. THE CONTRACTOR, THROUGH A QUALIFIED POTABLE

WATER WELL DRILLER LICENSED IN THE STATE OF FLORIDA, SHALL PROVIDE

A TURNKEY POTABLE WATER SYSTEM, INCLUDING BUT NOT LIMITED TO:

A.THE FINAL LOCATION AND INSTALLATION OF A 4-INCH WELL WITH A 1 HP -

20 GPM PUMP.

B.1-INCH HDPE WATER MAIN AND VALVES.

C.BACK FLOW PREVENTER.

D.HYDRO-PNEUMATIC TANK.

E.REVERSE OSMOSIS (RO) WATER TREATMENT SYSTEM.

F. CONNECTION TO THE BUILDING INTERIOR POTABLE WATER SYSTEM.

G.DISINFECTION.

H. WATER TESTING.

I. ELECTRICAL FROM THE BUILDING TO THE WELL.

J. DRILLING SLURRY CLEANUP.

K. START UP AND TESTING OF THE SYSTEM

L. 3 YEAR WARRANTY ON ALL PARTS AND LABOR.

M.ALL COLLIER COUNTY AND STATE PERMITS.

2. WASTEWATER SUBSURFACE DISPOSAL SYSTEM CLEANING AND INSPECTION

- THE CONTRACTOR SHALL LOCATE, CLEAN, AND INSPECT THE SEPTIC TANK,

DISTRIBUTION BOX, AND LEACH FIELD PIPING, INCLUDING BUT NOT LIMITED

TO:

A.LOCATION, CLEANING, AND INSPECTION OF ALL COMPONENTS.

B.PUMPING OUT AND CLEANING THE SEPTIC TANK AND DISTRIBUTION BOX.

C.INSPECTION REPORT TO DETERMINE THE SATISFACTORY OPERATION OF

THE WASTEWATER SUBSURFACE DISPOSAL SYSTEM.

D. ANY REQUIRED REPAIRS TO THE SYSTEM ARE NOT INCLUDED IN THE

SCOPE OF WORK AND WILL BE CONSIDERED ADDITIONAL WORK AS

APPROVED BY THE COUNTY.

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EXISTING YARD PIPING PLAN

SCALE: 1/16" = 1'-0"

N

SCALE:

8' 16' 32'

1/16" = 1'-0''

NOTES

1. THE EXISTING YARD PIPING PLAN IS TAKEN FROM THE HOLE MONTES - PUMP REPLACEMENTS -

RAW WATER BOOSTER PUMP STATION SITE PLAN DATED JULY 30, 2014.

2. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND

CHARACTER OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY

RESPECTIVE UTILITY OWNERS AS LISTED BELOW AND FIELD VERIFY LOCATIONS AND

ELEVATIONS OF UTILITIES AT LEAST 48 HOURS IN ADVANCE OF WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY THEIR OPERATIONS.

-COLLIER COUNTY PUBLIC UTILITIES (WATER AND WASTEWATER DISTRICT): (239) 530-5335

-SUNSHINE STATE ONE CALL: 811 WWW.CALLSUNSHINE.COM

-IN ADDITION, PRIOR TO STARTING WORK, CONTRACTOR SHALL NOTIFY LOCAL PUBLIC

SERVICE AGENCIES INCLUDING SHERIFF AND FIRE DEPARTMENTS.

3. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED ON RECORD

DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. THE EXISTING UTILITIES SHOWN AND LISTED

ABOVE SHALL NOT BE CONSTRUED AS BEING ALL INCLUSIVE OF UTILITIES IN THE AREA. ANY

INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH THE OWNER OF THE UTILITY.

METER VAULT

ELEV. = 12.50

CONC. ENCASE

30" RAW WATER

ELEV. = 7.50

30"

13'-0"

3'-3"

36" X 30"

REDUCING

ELBOW

30" BUTTERFLY VALVE

(SEE NOTE NO. 1)

13'-4"

4'-6"

30"

RAW WATER

BOOSTER PUMP

STATION

TOP/SLAB EL. 12.50

1" SCHEDULE 80 PVC

HATCH DRAIN THRU

WALL ELEV. = 11.08

13'-0"

L.P. ELEV. = 4.92

35" HOLE WITH LINK

SEAL (TYP. 2 PLACES)

CONC. ENCASE

FIN. GRADE

36" RAW WATER ELEV. = 15.00

RESTRAINED

TYPE

JOINT

36" X 30"

REDUCING

ELBOW

3'-3"

ELEV. = 12.50

30" RAW WATER ELEV. = 6.2 ±

CONC. PIPE SADDLE

30" RAW WATER ELEV.ELEV. = 7.50

1'-6"

EXISTING FLOW METER

11.25° BEND

30" X 30" REDUCER

30" SLEEVE TYPE COUPLING

W/ EPOXY COATED SLEEVE &

STAINLESS STEEL BOLTS

CONC. PIPE SADDLE

RAW WATER

BOOSTER PUMP

STATION

FIN. GRADE

1'-6"

RAW WATER

BOOSTER PUMP

STATION

DEMOLISH

CLEAN,

COMPACTED

BACKFILL

DEMOLISH

CLEAN,

COMPACTED

BACKFILL

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EXISTING PLAN

SCALE: 1/4" = 1'-0"

SCALE:

2' 4' 8'

1/4" = 1'-0''

N

EXISTING SECTION

SCALE: 1/4" = 1'-0"

DEMOLITION SECTION

SCALE: 1/4" = 1'-0"

PHOTO

SCALE: N.T.S.

PHOTO

PHOTO

SCALE: N.T.S.

PHOTO

L.P. ELEV. = 4.92

FIN. GRADE

36" RAW WATER ELEV. = 15.00

ELEV. = 12.50

EXISTING 30" RAW

WATER ELEV. = 6.2 ±

CONC. PIPE SADDLE

11.25° BEND

CONC. PIPE SUPPORT

RAW WATER

BOOSTER PUMP

STATION

CLEAN COMPACTED BACKFILL

PROLINE PROMAG

W 500 FLOWMETER

20"

5'-7" 2'-2"

10'-3"

18'-3"

36"X 20" REDUCER

4'-8"

8'-0"

30"X20" REDUCER

30" 90° BEND

5'-6"

25'-7"

CONC. PIPE SADDLE (TYP. OF 4)

20" 90° BEND

30" BUTTERFLY VALVE

(SEE NOTE NO. 1)

30"

13'-4"

PROLINE PROMAG

W 500 FLOWMETER

20"

5'-7" 2'-2" 10'-3"

18'-3"

36"X 20" REDUCER

CONC. PIPE SADDLE (TYP. OF 4)

20" 90° BEND

RAW WATER

BOOSTER PUMP

STATION

30" 90° BEND

NOTES:

1. THE RAW WATER BOOSTER PUMP STATION (RWBPS) TIMING FOR SHUTDOWN IS CRITICAL. THE CONTRACTOR

SHALL COORDINATE WITH THE RWBPS OPERATORS AS FOLLOWS:

A. JANUARY THROUGH MAY THE ALLOWABLE TIME IS 8 HOURS FOR A SHUTDOWN OF THE STATION.

B. JUNE THROUGH SEPTEMBER THE ALLOWABLE TIME IS 24 HOURS FOR A SHUTDOWN OF THE STATION.

C. OCTOBER THROUGH DECEMBER THE ALLOWABLE TIME IS 12 HOURS FOR A SHUTDOWN OF THE STATION.

34"

9" 9"

26"

(W/STRAP)

(W/O STRAP)

12"

5.5"

VARIES

PROVIDE 316 SS STRAP WHERE SHOWN

ON STRUCTURAL OR MECHANICAL DWGS

HOLE W/DIA 1/4"

LARGER THAN

ANCHOR BOLD

#4@12, MAX. E.F.

#3@12, TIES

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PROPOSED SECTION

SCALE: 1/4" = 1'-0"

PROPOSED PLAN

SCALE: 1/4" = 1'-0"

SCALE:

2' 4' 8'

1/4" = 1'-0''

NOMINAL

PIPE

DIAMETER

MINIMUM CONCRETE

PIER DIMENSIONS

STAINLESS

STEEL STRAPS

STAINLESS STEEL

ANCHOR BOLTS

"A1" "A2" "B" "C" "D" QUAN. "E" THICK QUAN. SIZE MIN. EMBED.

4" 18" 9" 6" 1.5" 8" 1 2" 1/4" 2 1/2" 6"

6" 20" 12" 6" 2" 8" 1 2" 1/4" 2 1/2" 6"

8" 22" 14" 6" 2.5" 8" 1 2" 1/4" 2 1/2" 6"

10" 24" 16" 8" 3" 8" 1 2" 1/4" 2 3/4" 9"

12" 26" 18" 8" 3.5" 8" 1 2" 1/4" 2 3/4" 9"

14" 28" 20" 8" 4" 8" 1 2" 1/4" 2 3/4" 9"

16" 30" 22" 8" 4.5" 8" 1 2" 1/4" 2 3/4" 9"

18" 32" 24" 8" 5" 12" 1 3" 3/8" 2 3/4" 9"

20" 34" 26" 8" 5.5" 12" 1 3" 3/8" 2 3/4" 9"

CONCRETE PIPE SUPPORT DETAIL

SCALE: N.T.S.

SECTION

SCALE: 3/4" = 1'-0"

PLAN

SCALE: 3/4" = 1'-0"

PROFILE

SECTION

NOTE:

DETECTABLE IDENTIFICATION TAPE SHALL BE INSTALLED DIRECTLY OVER CENTERLINE

OF THE PIPE AT 18-INCHES ABOVE THE PIPE.

IDENTIFICATION TAPE

FINISHED GRADE

FINISHED GRADE

IDENTIFICATION TAPE,

SEE NOTE

M

I N

DIP WATER MAIN

PAVED AREA TRENCH RESTORATION

DETAIL

SCALE: NTS

LOCATING TAPE

UNPAVED AREA TRENCH BACKFILL

DETAIL

SCALE: NTS

PIPE SEPARATION

DETAIL3

SCALE: NTS

TYPICAL VALVE SETTING

DETAIL

SCALE: NTS

BOLLARD

DETAIL6

SCALE: NTS

DETAIL5

SCALE: NTS

6" SCHED 40 STEEL PIPE

FILLED WITH CONCRETE

COLOR OF FINISH COAT

SHALL BE OSHA SAFETY

YELLOW

FINISHED

GRADE

9" (TYP)

3,000 PSI CONCRETE

2'-0"

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EROSION AND SEDIMENT CONTROL GENERAL NOTES

NOTES:

ELEVATION

SECTION

PLAN

USE STITCHED LOOPS

OVER 2"x4" POSTS

NEWLY GRADED

OR DISTURBED

SLOPE

PROVIDE BASE COURSE

BACKFILL IN TRENCH

FILTER FABRIC

MATERIAL,

36" WIDE ROLLS

1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE.

2. 2"x4" TIMBER FIR OR STEEL FENCE POSTS.

3. STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF SLOPE.

4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH.

INTERLOCKED 2"x4"

POSTS AND ATTACH

FILTER FABRIC

MATERIAL

ANGLE BOTH ENDS OF FILTER FABRIC

FENCE TO ASSURE SOIL IS TRAPPED

6' MAXIMUM SPACING

6" OVERLAP,

TYP

PT 'B'

F

L

O

W

STAKE, TYP

PT 'A',

SEE NOTE 1

PLAN

SECTION

NOTES:

SECTION

PLAN

2 STAKES PER BALE

STRAW BALE

SLOPING GROUND

F L O

W

NOTES:

ENDS OF BALES

OVERLAP 6" TYP

1.

2.

3.

4.

5.

STAKING OF BALES IS REQUIRED USING (2) 2"x2"x3' LONG WOOD STAKES OR

APPROVED EQUAL PER BALE.

DRIVE STAKES MINIMUM 12" INTO GROUND AND FLUSH WITH TOP OF BALES.

EMBED BALES MINIMUM OF 4" INTO GROUND SURFACE.

BIOFILTER BAGS TO BE USED, IF SPECIFIED.

BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS

ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES.

S P

A C

I N

G

A

S

S

H O

W N

DIRECTION OF SURFACE FLOW

1. COMPLIANCE TO "TRENCH SAFETY ACT" IS REQUIRED FOR ALL EXCAVATIONS IN

EXCESS OF 5 FEET DEEP. CONTRACTOR SHALL COMPLY WITH THE U.S. DEPARTMENT

OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS STANDARDS OSHA

29 CFR 1910.146, 'PERMIT-REQUIRED CONFINED SPACES' AND OSHA 29

2. IF AN INADVERTENT DISCOVERY OF ARCHEOLOGICAL MATERIALS OR HUMAN REMAINS

IS MADE, ALL WORK MUST STOP AND THE DISCOVERY MUST BE REPORTED TO THE

TRIBAL HISTORIC PRESERVATION OFFICE (THPO) AT 863-983-6549. IN THE CASE OF

DISCOVERY OF HUMAN REMAINS, NOTIFY THE SEMINOLE POLICE DEPARTMENT

IMMEDIATELY AT 954-966-6300, THEN CALL THE THPO.

3. DURING ANY ACTIVITY, IF SOIL OR GROUNDWATER CONTAMINATION IS ENCOUNTERED,

OR A SPILL OF HAZARDOUS MATERIAL OR OIL/GASOLINE OCCURS, STOP WORK IN THE

AREA AND CONTACT THE ENVIRONMENTAL RESOURCE MANAGEMENT DEPARTMENT

(ERMD) AT 954-965-4380 OR 863-763-4128 IMMEDIATELY.

4. CONSTRUCTION PERSONNEL INVOLVED ARE REQUIRED TO WATCH THE BEST

MANAGEMENT PRACTICES (BMP) VIDEO FOR WILDLIFE PROTECTION. WILDLIFE

BROCHURES MUST BE ON HAND DURING CONSTRUCTION AND POSTED ON BULLETIN

BOARDS. THE VIDEO AND BROCHURES ARE AVAILABLE FROM ERMD UPON REQUEST AT

863-902-3200 X 13411.

5. A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FOR

STORM WATER DISCHARGES FROM CONSTRUCTION SITES OVER ONE ACRE IS

REQUIRED UNDER THE EPA 2017 CONSTRUCTION GENERAL PERMIT ON INDIAN

COUNTRY. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE

DEVELOPED PRIOR TO SUBMITTING THE NOTICE OF INTENT (NOI). A COMPLETE AND

ACCURATE NOI MUST BE SUBMITTED TO THE EPA AT LEAST 14 CALENDAR DAYS PRIOR

TO COMMENCING EARTH-DISTURBING ACTIVITIES TO BE ELIGIBLE FOR COVERAGE

UNDER THE NPDES PERMIT. THE EPA REQUIRES THE NOI TO BE SUBMITTED ONLINE.

INFO IS AVAILABLE AT

HTTPS://WWW.EPA.GOV/NPDES/ELECTRONIC-NOTICE-INTENT-ENOI. COPY

ERMDREQUEST@SEMTRIBE.COM ON YOUR SUBMITTAL. THE CONTRACTOR IS

RESPONSIBLE FOR PREPARATION AND SUBMISSION OF THE REQUIRED NPDES PERMIT

APPLICATION, SWPPP, AND NOI.

STRAW

BALES,TYP,

SPACE AS

SHOWN ON

PLANS

1. POINT 'A' MUST BE 6" MINIMUM HIGHER THAN PT 'B'.

2. STAKING OF BALES IS REQUIRED USING (2)2"x2"x3' LONG WOOD STAKES OR

APPROVED EQUAL PER BALE.

3. DRIVE STAKES MINIMUM 12" INTO GROUND AND FLUSH WITH TOP OF BALES.

4. EMBED BALES MINIMUM OF 4" INTO GROUND SURFACE.

5. BIOFILTER BAGS TO BE USED, IF SPECIFIED.

6. BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS

ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES.

GENERAL NOTES SEDIMENT FENCE

FLOATING TURBIDITY BARRIER STRAW BALE IN DITCHES STRAW BALE FOR OVERLAND FLOW

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