ITB_ENG250425_Water_Treatment_Plant_No._2_GST_No._1_Construction_Updated_-_Exhibit_B_Plan_Set.pdf

PROJECT VICINITY MAP

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OCALA WATER

TREATMENT PLANT 2

FEBRUARY 2025

CITY OF OCALA, FLORIDA

FINISHED WATER GST NO. 1

CONSTRUCTION PLANS FOR

SECTIONS 32 & 33, TOWNSHIP 15 SOUTH, RANGE 22 EAST

NORTH

PROJECT OWNER AND CONSULTANTS

UTILITY CONTACT LISTING

GOVERNING STANDARDS AND SPECIFICATIONS:

CITY OF OCALA STANDARD SPECIFICATIONS AND DETAILS LATEST EDITION,

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS, LATEST

EDITION, AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.

OWNER:

CITY OF OCALA

PETER LEE, CITY MANAGER

110 SE WATULA AVENUE

OCALA, FL 34471

PHONE: 352-629-8401

SURVEYOR:

TRAVIS P. BARRINEAU, PSM

R.M. BARRINEAU AND ASSOCIATES

1309 S.E. 25TH LOOP, SUITE #103

OCALA, FL 34471

PHONE: 352-622-3133

ELECTRIC:

OCALA ELECTRIC UTILITY

PHONE: 352-629-2489

WATER:

OCALA WATER RESOURCES

PHONE: 352-351-6772

Know what's before you dig.

below.

Call

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

US 27/US 301

N o.

R ev is io ns B y D at e

GEOTECHNICAL ENGINEERING CONSULTANT:

ANDREYEV ENGINEERING, INC.

4055 ST. JOHNS PARKWAY

SANFORD, FLORIDA 32771

PHONE: 407-330-7763

ARCHITECT:

ARCHITECTURE STUDIO, INC.

1823 E. FORT KING STREET, SUITE 102

OCALA, FLORIDA 34471

PHONE: 352-620-0944

ELECTRICAL ENGINEERING CONSULTANT:

BAILEY ENGINEERING CONSULTANTS, INC.

10620 GRIFFIN ROAD, SUITE 202

COOPER CITY, FLORIDA 33328

PHONE: 954-448-7930

CITY ENGINEERING CONSULTANT:

KIMLEY-HORN AND ASSOCIATES, INC.

1700 SE 17TH STREET, SUITE 200

OCALA, FL 34471

PHONE: 352-438-3000

BIDDING NUMBER ITB No. CIP/250425

G02

G02

4 DRAWING WHERE

DETAIL IS FOUND

DETAIL OR SECTION

NUMBER/LETTER

EXTENTS OF

ENLARGED VIEW

DETAIL

SCALE: N.T.S.

SECTION OR DETAIL

NUMBER/LETTER

DRAWING WHERE

DETAIL IS REFERENCED

A

M-2 DETAIL OR SECTION

NUMBER/LETTER

DRAWING WHERE

DETAIL IS FOUND

OPTIONAL HAT

(INDICATES VIEW

DIRECTION)

SECTION CUT AND

DIRECTION TAIL

MECHANICAL JOINT FITTINGS

FLANGED FITTINGS

SOLVENT WELD FITTINGS

BUTT-WELD FITTINGS (S.STL SHOWN)

BALL VALVE (SOLVENT WELD SHOWN)

GATE VALVE (FLANGED SHOWN)

PLUG VALVE (FLANGED SHOWN)

BUTTERFLY VALVE (FLANGED

SHOWN, WHEEL OPERATED)

BUTTERFLY VALVE (WAFER,

LEVER OPERATED)

GLOBE CHECK VALVE (FLANGED SHOWN)

SWING CHECK VALVE (FLANGED SHOWN)

PIPE COUPLING

EXPANSION JOINT (FLANGED SHOWN)

FLOW CONTROL VALVE (FLANGED SHOWN)

MAGNETIC FLOW METER

PROPELLER FLOW METER

V-CONE FLOW METER

VENTURI FLOW METER

SOLID LINE PIPING INDICATES ABOVE GRADE

PIPING UNLESS OTHERWISE NOTED

DASHED LINE PIPING INDICATES BELOW

GRADE PIPING UNLESS OTHERWISE NOTED

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NORTH

0 2' 8'4'

GRAPHIC SCALE IN FEET

1/2" 1" 2"

4' 8'

GRAPHIC SCALE IN INCHES

STANDARD NORTH ARROW

(ROTATED TO TRUE NORTH)

GRAPHIC SCALES

(VALUES ACCURATE

WHEN PLOTTED AT

FULL SIZE)

NOTE (TYP)

NOTE

ANNOTATION, SINGLE LEADER

(INDICATING TYPICAL AT

MULTIPLE LOCATIONS)

ANNOTATION, MULTIPLE LEADERS

(INDICATING DISCRETE TARGETS)

DRAFTING LEGEND

DETAIL/SECTION REFERENCES

PROCESS PIPING LEGEND (DOUBLE-LINE OR 3D)

8" DIP, FLG (PW)

TYPICAL PIPING LABEL NOMENCLATURE

PROCESS ABBREVIATION

JOINT TYPE

PIPE MATERIAL

PIPE SIZE

STANDARD

ABBREVIATIONS

NOTE:

THIS LEGEND IS FOR GENERAL REFERENCE.

NOT ALL ABBREVIATIONS, SYMBOLS,

PROCESSES, MATERIALS, OR FITTINGS MAY

BE USED IN THIS DESIGN, NOR IS THIS

LEGEND COMPREHENSIVE. REFER TO

INDIVIDUAL DRAWING LEGEND(S) IF SYMBOLS

ARE NOT LISTED. INDIVIDUAL DISCIPLINE

STANDARD LEGENDS SUPERCEDE THIS

GENERAL LEGEND, IF PROVIDED.

(A)ARV (AUTOMATIC) AIR RELEASE VALVE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

AAV AUTOMATIC AIR VENT

AB-xx AUGER BORING (e.g. AB-1)

ABAN ABANDON(ED)

ABFV ACTUATED BUTTERFLY VALVE

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ACCV ASPHALT-COATED CORRUGATED

METAL PIPE

ACP AIR CUSHION CHECK VALVE

ADH ADHESIVE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AG AMMONIA GAS

AIR AIR PIPE

AL ALUMINUM

ALT ALTERNATE

AMM AMMONIATOR

AOD ANGLE OF DEFLECTION

APPROX APPROXIMATE

AS AMMONIA SOLUTION

ASSY ASSEMBLY

B-xx BORING (e.g. B-1)

B/W BOTH WAYS

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BGO BURIED GEAR OPERATOR

BI BLACK IRON

BIP BLACK IRON PIPE

BITUM BITUMINOUS or BITUMASTIC

BLDG BUILDING

BM BENCH MARK

BOC BACK OF CURB

BOS BOTTOM OF SLAB

BOT BOTTOM

BSP BLACK STEEL PIPE

BTWN BETWEEN

BV BALL VALVE

BW BUTT WELD

BWS BACKWASH SUPPLY

BWW BACKWASH WASTE

C&G CURB & GUTTER

C.F. CUBIC FOOT

C.I. CUBIC INCH

C.Y. CUBIC YARD

C/C CENTER TO CENTER

CA COMPRESSED AIR

CaCL2 CALCIUM CHLORIDE

CAP CAPACITY

CATV CABLE TELEVISION

CAV COMBINATION AIR VALVE

CBP CHLORINE BOOSTER PUMP

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIN CORROSION INHIBITOR

CIPF CLEAN-IN-PLACE FILL

CIPR-S CLEAN-IN-PLACE RETURN or SUPPLY

CISP CAST IRON SOIL PIPE

CL CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLN CLEANING

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

CONC CONCENTRATE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUATION

COP COPPER PIPE

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPP CONCRETE PRESSURE PIPE

CPVC CHLORINATED POLYVINYL CHLORIDE

CS CHLORINE SOLUTION

CV CHECK VALVE

CW DOMESTIC COLD WATER

CWT CLARIFIED WATER TRANSFER

CYL CYLINDER

D DRAIN

DEG DEGREE

DEMO DEMOLITION

DF DIESEL FUEL

DI/DIP DUCTILE IRON (PIPE)

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DISCH DISCHARGE

DJ DISMANTLING JOINT

DMH DROP MANHOLE

DN DOWN

DR DIMENSION RATIO

DV DIAPHRAGM VALVE

DW DISINFECTED WATER

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E EAST(ING)

E.F. EACH FACE

E.W. EACH WAY

EA EACH

ECC ECCENTRIC

EFF EFFLUENT

EGO ELEVATED GEAR OPERATOR

EJ EXPANSION JOINT

EL(EV) ELEVATION

ELAST ELASTOMERIC

ELL ELBOW

EMER EMERGENCY

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQUIP EQUIPMENT

EST ESTIMATE(D)

EVA ELECTRIC VALVE ACTUATOR

EX(IST) EXISTING

EXP EXPANSION

EXT EXTERIOR

F/F FACE TO FACE

FAB FABRICATE(D)

FC FLEXIBLE COUPLING

FCA FLANGED COUPLING ADAPTER

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FE FILTER(ED) EFFLUENT

FEED RO FEED

FF FINISHED FLOOR

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FL FLUORIDE

FLEX FLEXIBLE

FLG FLANGE(D)

FLR FLOOR

FM FORCE MAIN

FO(L)(C) FIBER OPTIC (LINE)(CONDUIT)

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FT FOOT OR FEET

FV FOOT VALVE

FW FINISHED WATER

G.O. GEAR OPERATED

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GBW GAC BACKWASH

GCV GLOBE CHECK VALVE

GE GROOVED END

GEN GENERATOR

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

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GV GATE VALVE

HB HOSE BIBB

HD HEAVY DUTY

HDD HORIZONTAL DIRECTIONAL DRILL

HDPE HIGH-DENSITY POLYETHYLENE

HF6 HYDROGEN HEXAFLUORIDE

HFA HYDROFLUOSILICIC ACID

HFCA HARNESSED FLANGED COUPLING

ADAPTER

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HSP HIGH SERVICE PUMP

HT HEIGHT

HVA HYDRAULIC VALVE ACTUATOR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HW DOMESTIC HOT WATER

HWL HIGH WATER LEVEL

HYD HYDRAULIC

ID INSIDE DIAMETER

IMLR INTERNAL MIXED LIQUOR RETURN

IN INCH(ES)

INF INFLUENT

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

JB JUNCTION BOX

JT JOINT

KGV KNIFE GATE VALVE

L,LT LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LAT LATERAL

LB(S) POUND(S)

LEN LENGTH

LF LINEAR FEET

LHDPE LINEAR HIGH-DENSITY

POLYETHYLENE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LWL LOW WATER LEVEL

M MECHANICAL JOINT

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

ME(S) MITERED END (SECTION)

MECH MECHANICAL

MF MICROFILTRATION

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM

MISC MISCELLANEOUS

ML MIXED LIQUOR

MPH MILES PER HOUR

MRPP METAL REINFORCED PLASTIC PIPE

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

N NORTH(ING)

N.C. NORMALLY CLOSED

N.O. NORMALLY OPEN

N/A NOT APPLICABLE

NaOCl SODIUM HYPOCHLORITE NaOH SODIUM HYDROXIDE

NE NORTHEAST

NF NANOFILTRATION

NIC, N.I.C. NOT IN CONTRACT

NO., # NUMBER

NOM NOMINAL

NPT NATIONAL PIPE TAPER

NPW NON-POTABLE WATER

NSFC NOT SHOWN FOR CLARITY

NTS,N.T.S. NOT TO SCALE

NW NORTHWEST

O2 OXYGEN

O&M OPERATION AND MAINTENANCE

O.C. ON CENTERS

O.C.E.W. ON CENTERS EACH WAY

O/E OR EQUAL

O/O OUTSIDE TO OUTSIDE

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFF OFFSET

OH OVERHEAD

OP ORIFICE PLATE

OPER OPERATOR

OPP OPPOSITE

OPT OPTION(AL)

OS&Y OUTSIDE STEM & YOKE

OVF OVERFLOW

P/L PROPERTY LINE

PA PROCESS AIR

PBV PLASTIC BALL VALVE

PC POINT OF CURVE

PE PLAIN END

PEP POLYETHYLENE PIPE

PERM PERMEATE

PG PRESSURE GAUGE

PGL PROPOSED GRADE LINE

PJ PUSH-ON JOINT

PLC PROGRAMMABLE LOGIC

CONTROLLER

PM PROCESS MECHANICAL

PNV PINCH VALVE

POB POINT OF BEGINNING

POI POINT OF INTERSECTION

POJ PUSH-ON JOINT

POL POLYMER

POT POINT OF TANGENCY

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRES PRESSURE

PROP PROPOSED

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVC-D POLYVINYL CHLORIDE (DOUBLE

CONTAINED)

PVDF POLYVINYLIDENE FLUORIDE (KYNAR)

PVMT PAVEMENT

PW POTABLE WATER

Q FLOW

QTY QUANTITY

R,RT RIGHT

R/W, R.O.W. RIGHT OF WAY

RAD., R. RADIUS

RAS RETURN ACTIVATED SLUDGE

RAW RAW WATER

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE ARCH

RCW,RW RECLAIMED WATER

REBAR REINFORCING STEEL

REC RECIRCULATION

(DISCHARGE/SUCTION)

RED REDUCER

REEW REUSE EFFLUENT WATER

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REJ RO REJECT, REJECT

REQ'D REQUIRED

REW RETURN EFFLUENT WATER

RJ RESTRAINED JOINT (BELL)

RMJ RESTRAINED MECHANICAL JOINT

RNG RANGE

RO REVERSE OSMOSIS

ROC RADIUS OF CURVATURE

RPM REVOLUTIONS PER MINUTE

RPZBP REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

RR RAILROAD

RW RAW SEWAGE

RWW RAW WASTEWATER

S SOUTH

S.F. SQUARE FOOT

S.I. SQUARE INCH

S.O. SIDE OPERATED

S.STL STAINLESS STEEL

S.Y. SQUARE YARD

SAMP SAMPLE LINE

SAN SANITARY

SB-xx SOIL BORING (e.g., SB-1)

SCH SCHEDULE

SCV SILENT CHECK VALVE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SE SOUTHEAST

SEC SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT or FEET

SHT SHEET(ED)(ING)

SI SCALE INHIBITOR

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOL SOLUTION

SP SOIL PIPE

SPEC(S) SPECIFICATION(S)

SPT-xx STANDARD PENETRATION TEST

BORING (e.g. SPT-1)

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

ST SAMPLE TAP

STA STATION

STD STANDARD

STL STEEL

STORM STORMWATER

STR STRAIGHT

SUP SUPERNATANT

SV SOLENOID VALVE

SVC SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SYM SYMBOL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF SLAB

T.S. TAPPING SLEEVE

T.V. TAPPING VALVE

T/B TOP OF BANK

T/C TOP OF CURB

T/S TOE OF SLOPE

TAN TANGENT

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

TBM TEMPORARY BENCHMARK

TDH TOTAL DYNAMIC HEAD

TEL TELEPHONE

TEMP TEMPORARY

TH TEST HOLE

THD THREAD(ED)

THK THICK(NESS)

TJ TIED JOINT

TS THICKENED SLUDGE

TV TELEVISION

TWP TOWNSHIP

TYP TYPICAL

UD UNDERDRAIN

UF ULTRAFILTRATION

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UON UNLESS OTHERWISE NOTED

UTC UNDERGROUND TELEPHONE CABLE

UTIL UTILITY

UV ULTRAVIOLET

V VENT

VAC VACUUM

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VTR VENT THROUGH ROOF

W WEST

W.L. WATER LEVEL

W.P. WALL PIPE (WITH WATERSTOP)

W/ WITH

W/O WITHOUT

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEANOUT

WF WIDE FLANGE

WH WALL HYDRANT

WM WATER MAIN

WPR WORKING PRESSURE

WS(P) WELDED STEEL (PIPE)

WT WEIGHT

WTF WATER TREATMENT FACILITY

WTP WATER TREATMENT PLANT

WW WASTEWATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTF WASTEWATER TREATMENT FACILITY

WWTP WASTEWATER TREATMENT PLANT

XFER TRANSFER

XLHDPE CROSS LINKED HIGH-DENSITY

POLYETHYLENE

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S)

N o.

R ev is io ns B y D at e

SEE SHEET G04 -

GENERAL NOTES

FOR SURVEY

LEGEND AND

SURVEY NOTES

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SHEET INDEX

SHEET NUMBER SHEET NAME

INCLUDED IN

DELIVERABLE

GENERAL

G01 COVER PAGE ●

G02 STANDARD LEGEND AND ABBREVIATIONS ●

G03.1 SHEET INDEX ●

G03.2 SHEET INDEX ●

G04 GENERAL NOTES ●

G05.1 PROCESS FLOW DIAGRAM LEGEND

G05.2 PROCESS FLOW DIAGRAM 1

G05.3 PROCESS FLOW DIAGRAM 2

G06.1 BUILDOUT SOUTHWEST CONCEPTUAL VIEW

G06.2 BUILDOUT NORTHEAST CONCEPTUAL VIEW

CIVIL

C01 SITE PLAN ●

C02 GST NO. 1 HORIZONTAL CONTROL PALN ●

C03 HORIZONTAL CONTROL PLAN

C04 HORIZONTAL CONTROL PLAN

C05 HORIZONTAL CONTROL PLAN

C06 HORIZONTAL CONTROL PLAN

C07 GST NO. 1 GRADING AND DRAINAGE PLAN ●

C08 PAVING, GRADING, & DRAINAGE PLAN

C09 PAVING, GRADING, & DRAINAGE PLAN

C10 PAVING, GRADING, & DRAINAGE PLAN

C11 PAVING, GRADING, & DRAINAGE PLAN

C12 POND DETAILS

C13 CIVIL CONSTRUCTION DETAILS

C14 EROSION CONTROL PLAN

C15 EROSION CONTROL NOTES ●

C16 EROSION CONTROL DETAILS ●

C17 TREE PRESERVATION PLAN ●

C18 TREE PRESERVATION PLAN

C19 TREE PRESERVATION PLAN

C20 SITE DEMOLITION PLAN ●

C21 OVERALL SITE PLAN AND YARD PIPING INDEX ●

C22 YARD PIPING BUILDOUT PLAN 1

C23 YARD PIPING BUILDOUT PLAN 2

C24 YARD PIPING BUILDOUT PLAN 3 ●

C25 YARD PIPING BUILDOUT PLAN 4 ●

C26 YARD PIPING BUILDOUT PLAN 5

C27 YARD PIPING BUILDOUT PLAN 6

C28 YARD PIPING BUILDOUT PLAN 7

C29 YARD PIPING BUILDOUT PLAN 8 ●

C30 YARD PIPING BUILDOUT PLAN 9

C31 YARD PIPING BUILDOUT PLAN 10

C32 YARD PIPING BUILDOUT PLAN 11

C33 YARD PIPING BUILDOUT PLAN 12

C34 YARD PIPING BUILDOUT PLAN 13

C35 YARD PIPING BUILDOUT PLAN 14

C36 YARD PIPING BUILDOUT PLAN 15

C37 YARD PIPING BUILDOUT PLAN 16

C38 YARD PIPING BUILDOUT PLAN 17

C39 YARD PIPING BUILDOUT PLAN 18

C40 YARD PIPING BUILDOUT PLAN 19

C41 YARD PIPING DETAILS

C42 YARD PIPING DETAILS

C43 YARD PIPING DETAILS

ARCHITECTURAL

A100 HIGH SERVICE PUMP STATION BUILDING LIFE SAFETY PLAN

A101 HIGH SERVICE PUMP STATION BUILDING FOUNDATION PLAN

A102 HIGH SERVICE PUMP STATION BUILDING FLOOR PLAN

A103 HIGH SERVICE PUMP STATION BUILDING ELEVATIONS

A104 HIGH SERVICE PUMP STATION BUILDING ROOF PLAN

A105 HIGH SERVICE PUMP STATION BUILDING WALL SECTION

A106 HIGH SERVICE PUMP STATION BUILDING WALL SECTION

A200 NF PROCESS BUILDING NOTES

A201 NF PROCESS BUILDING GROUND FLOOR LIFE SAFETY PLAN

A202 NF PROCESS BUILDING 2ND FLOOR LIFE SAFETY PLAN

A203 NF PROCESS BUILDING FOUNDATION PLAN

A204 NF PROCESS BUILDING FOUNDATION PLAN

A205 NF PROCESS BUILDING GROUND CONSTRUCTION FLOOR PLAN

A206 NF PROCESS BUILDING CONSTRUCTION GROUND FLOOR PLAN

A207 NF PROCESS BUILDING 2ND FLOOR CONSTRUCTION FLOOR PLAN

A208 NF PROCESS BUILDING 2ND FLOOR CONSTRUCTION FLOOR PLAN

A209 NF PROCESS BUILDING PARTIAL ENLARGED 2ND FLOOR PLAN

A210 NF PROCESS BUILDING RESTROOM ENLARGED FLOOR PLAN/ADA

STANDARDS

SHEET INDEX

SHEET NUMBER SHEET NAME

INCLUDED IN

DELIVERABLE

A211 NF PROCESS BUILDING ELEVATIONS

A212 NF PROCESS BUILDING ELEVATIONS

A213 NF PROCESS BUILDING ROOF PLAN

A214 NF PROCESS BUILDING WALL SECTIONS

A215 NF PROCESS BUILDING WALL SECTIONS

A300 BULK CHEMICAL BUILDING LIFE SAFETY PLAN

A301 BULK CHEMICAL BUILDING FOUNDATION PLAN

A302 BULK CHEMICAL BUILDING FLOOR PLAN

A303 BULK CHEMICAL BUILDING ELEVATION

A304 BULK CHEMICAL BUILDING ROOF PLAN

A305 BULK CHEMICAL BUILDING WALL SECTIONS

A400 ELECTRICAL BUILDING No. 3 NOTES & LIFE SAFETY FLOOR PLAN A401 ELECTRICAL BUILDING No. 3 FOUNDATION AND FLOOR PLAN A402 ELECTRICAL BUILDING No. 3 ELEVATIONS A403 ELECTRICAL BUILDING No. 3 ROOF PLAN A404 ELECTRICAL BUILDING No. 3 WALL SECTION

STRUCTURAL

S01.0 STRUCTURAL GENERAL NOTES

S01.1 STRUCTURAL GENERAL NOTES

S02.0 WTP 2 OVERVIEW LAYOUT

S03.0 NANOFILTRATION BUILDING FIRST FLOOR PLAN

S03.1 NANOFILTRATION BUILDING PIPE TRENCH FOUNDATION PLAN

S03.2 NANOFILTRATION BUILDING PIPE TRENCH SECTIONS

S04.0 BULK CHEMICAL STORAGE FOUNDATION AND WALL PLAN

S04.1 BULK CHEMICAL STORAGE PLAN

S04.2 BULK CHEMICAL STORAGE DETAILS AND SECTIONS

S05.0 CLEARWELL FOUNDATION PLAN

S05.1 CLEARWELL T/STRUCTURE PLAN

S05.2 CLEARWELL SECTIONS AND DETAILS

S06.0 GENERATOR AND FUEL STORAGE SLAB PLANS

S07.0 TYPICAL WELL SLAB PLAN

S08.0 CONCENTRATION PUMP SLAB PLAN

S09.0 HIGH SERVICE PUMP BUILDING FLOOR AND PIPE TRENCH FOUNDATION

PLANS

S09.1 HIGH SERVICE PUMP BUILDING PIPE TRENCH SECTIONS

S100 STRUCTURAL DETAILS (1 OF 4)

S101 STRUCTURAL DETAILS (2 OF 4)

S102 STRUCTURAL DETAILS (3 OF 4)

S103 STRUCTURAL DETAILS (4 OF 4)

PROCESS

M01.0 OVERALL PROCESS PLAN

M02.0 EXISTING RAW WATER WELL NO. 7 PIPING

M02.1 EXISTING RAW WATER WELL NO. 8 PIPING

M02.2 EXISTING RAW WATER WELL NO. 9 PIPING

M02.3 EXISTING RAW WATER WELL NO. 10 PIPING

M03.0 PROCESS BUILDING LOWER PHASING PLAN (PHASES 4-5)

M03.1 PROCESS BUILDING SECOND FLOOR PLAN (PHASES 4-5)

M03.2 PROCESS BUILDING PIPING TRENCH PHASING PLAN (PHASES 4-5)

M03.3 PROCESS BUILDING TYPICAL PIPING TRENCH DETAILS (PHASES 4-5)

M03.4 PROCESS BUILDING TYPICAL PIPING TRENCH DETAILS (PHASES 4-5)

M03.5 PROCESS BUILDING TYPICAL PIPING DETAILS

M03.6 PROCESS BUILDING PLAN (PHASE 4 SHOWN)

M04.0 SAND SEPARATOR DETAILS (PHASE 4)

M04.1 SAND SEPARATOR DETAILS (PHASE 4)

M04.2 SAND SEPARATOR DETAILS (PHASE 5)

M05.0 CARTRIDGE FILTERS PLAN AND SECTIONS (PHASE 4)

M05.1 CARTRIDGE FILTERS PLAN AND SECTIONS (PHASE 5)

M06.0 TYPICAL NF FEED PUMP PLAN AND DETAILS

M06.1 NF TRAIN DETAILS - PLAN AND 3D VIEWS (PHASE 4)

M06.2 NF TRAIN PROFILE (PHASE 4)

M06.3 NF TRAIN PROFILE (PHASE 4)

M06.4 NF TRAIN DETAILS - END ELEVATIONS (PHASE 4)

M06.5 TYPICAL NF TRAIN END CONNECTION DETAILS

M07.0 CLEAN-IN-PLACE SYSTEM DETAIL - PLAN (PHASE 4)

M07.1 CLEAN-IN-PLACE SYSTEM SECTIONS (PHASE 4)

M07.2 CLEAN-IN-PLACE SYSTEM OPERATION

M08.0 SCALE INHIBITOR BULK STORAGE PLAN DETAIL AND SECTIONS

M08.1 SCALE INHIBITOR BULK STORAGE PLAN DETAIL AND SECTIONS

M09.0 DEGASIFIERS AND ODOR SCRUBBERS PHASING PLAN (PHASES 4-5)

M09.1 DEGASIFIERS AND ODOR SCRUBBERS PLAN & DETAILS (PHASE 4)

M09.2 DEGASIFIERS AND ODOR SCRUBBERS DETAILS (PHASE 4)

M09.3 DEGASIFIERS AND ODOR SCRUBBERS PLAN & DETAILS (PHASE 5)

M09.4 DEGASIFIERS AND ODOR SCRUBBERS DETAILS (PHASE 5)

SHEET INDEX

SHEET NUMBER SHEET NAME

INCLUDED IN

DELIVERABLE

M10.0 FINISHED WATER TRANSFER PUMP STATION PHASING PLAN (PHASES 4-5)

M10.1 FINISHED WATER TRANSFER PUMP STATION DETAILS (PHASE 4)

M10.2 FINISHED WATER TRANSFER PUMP STATION TYPICAL SECTION (PHASE 4)

M10.3 FINISHED WATER TRANSFER PUMP STATION DETAILS (PHASE 5)

M11.0 4.5 MG CONCENTRATE GROUND STORAGE TANK NO. 1 PLAN

M11.1 4.5 MG CONCENTRATE GROUND STORAGE TANK NO. 1 SECTION

M12.0 4.5 MG CONCENTRATE GROUND STORAGE TANK NO. 2 PLAN DETAIL

M12.1 4.5 MG CONCENTRATE GROUND STORAGE TANK NO. 2 SECTION

M13.0 CONCENTRATE PUMP STATION PHASING PLAN (PHASE 4)

M13.1 CONCENTRATE PUMP STATION PHASING PLAN (PHASE 5)

M13.2 CONCENTRATE PUMP STATION DETAILS (PHASE 4)

M13.3 CONCENTRATE PUMP STATION DETAILS (PHASE 5)

M13.4 CONCENTRATE PUMP STATION DETAILS

M14.0 BULK CHEMICAL STORAGE AND METERING PLAN (PHASE 4)

M14.1 BULK CHEMICAL STORAGE AND METERING PLAN (PHASE 5)

M14.2 BULK CHEMICAL STORAGE AND METERING ELEVATIONS

M15.1 BULK CHEMICAL STORAGE AND METERING KEY PLAN

M15.2 SULFURIC ACID STORAGE AND METERING PLAN (PHASE 4)

M15.3 SULFURIC ACID STORAGE AND METERING PLAN (PHASE 5)

M15.4 SULFURIC ACID STORAGE AND METERING ELEVATIONS

M15.5 CORROSION INHIBITOR STORAGE AND METERING PLANS (PHASE 4 & 5)

M15.6 CORROSION INHIBITOR STORAGE AND METERING SECTIONS

M15.7 FLUORIDE STORAGE AND METERING PLANS (PHASE 4 & 5)

M15.8 FLUORIDE STORAGE AND METERING ELEVATIONS

M15.9 CAUSTIC SODA STORAGE AND METERING PLAN (PHASE 4)

M15.10 CAUSTIC SODA STORAGE AND METERING PLAN (PHASE 5)

M15.11 CAUSTIC SODA STORAGE AND METERING ELEVATIONS

M15.12 SODIUM HYPOCHLORITE STORAGE AND METERING PLAN (PHASE 4)

M15.13 SODIUM HYPOCHLORITE STORAGE AND METERING PLAN (PHASE 5)

M15.14 SODIUM HYPOCHLORITE STORAGE AND METERING ELEVATIONS

M16.1 HIGH SERVICE PUMP STATION - PHASING PLAN (PHASE 4)

M16.2 HIGH SERVICE PUMP STATION - PHASING PLAN (PHASE 5)

M17.1 HIGH SERVICE PUMP STATION PLAN DETAILS (PHASE 4)

M17.2 HIGH SERVICE PUMP STATION PLAN DETAILS (PHASE 5)

M17.3 HIGH SERVICE PUMP STATION SECTIONS

M17.4 HIGH SERVICE PUMP STATION SECTIONS

M17.5 HIGH SERVICE PUMP STATION SECTIONS

M18.0 HIGH SERVICE PUMP STATION FLOW METER ASSEMBLY DETAILS

M19.0 FINISHED WATER 3MG GROUND STORAGE TANK NO. 1 ●

M19.1 FINISHED WATER 3MG GROUND STORAGE TANK NO. 1 DETAILS ●

M19.2 FINISHED WATER 3MG GROUND STORAGE TANK NO. 1 DETAILS ●

M19.3 FINISHED WATER 3MG GROUND STORAGE TANK NO. 2

M19.4 FINISHED WATER 3MG GROUND STORAGE TANK NO. 2 DETAILS

M19.5 FINISHED WATER 3MG GROUND STORAGE TANK NO. 2 DETAILS

M19.6 FINISHED WATER 3MG GROUND STORAGE TANK NO. 3

M19.7 FINISHED WATER 3MG GROUND STORAGE TANK NO. 3 DETAILS

M19.8 FINISHED WATER 3MG GROUND STORAGE TANK NO. 3 DETAILS

M25.1 STANDARD DETAILS 1

M25.2 STANDARD DETAILS 2

M25.3 STANDARD DETAILS 3

M25.4 STANDARD DETAILS 4

M25.5 GROUND STORAGE TANK STANDARD DETAILS 1

M25.6 GROUND STORAGE TANK STANDARD DETAILS 2

M25.7 GROUND STORAGE TANK STANDARD DETAILS 3

M25.8 GROUND STORAGE TANK STANDARD DETAILS 4

MECHANICAL

H01 NF BUILDING MECHANICAL LEGEND & SCHEDULES

H02 NF BUILDING MECHANICAL PLAN

H03 ADMINISTRATION BUILDING MECHANICAL PLAN

H04 MECHANICAL DETAILS

FIRE PROTECTION

FP01 FIRE PROTECTION LEGEND & DETAILS

FP02 NF BULIDING FIRE PROTECTION PLAN

FP03 ADMINISTRATION BULIDING FIRE PROTECTION PLAN

PLUMBING

P01 PLUMBING SCHEDULE AND DETAILS

P02 NF BULDING PLUMBING PLAN

P03 NF BULDING PIPING TRENCH PLUMBING PLAN

P04 ADMINISTRATION BULDING PLUMBING PLAN

N o.

R ev is io ns B y D at e

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EX

SHEET INDEX

SHEET NUMBER SHEET NAME

INCLUDED IN

DELIVERABLE

ELECTRICAL

E01 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS ●

E02 AERIAL SITE PLAN

E03 OVERALL ELECTRICAL SITE PLAN

E04 MAIN BREAKERS-1A & 1B & ATS-1A & 1B SINGLE LINE DIAGRAMS

E05 MAIN BREAKERS-2A & 2B & ATS-2A & 2B SINGLE LINE DIAGRAMS

E06 MAIN BREAKERS-2A & 2B & ATS-2A & 2B SINGLE LINE DIAGRAMS

E07 SWBD-1A SINGLE LINE DIAGRAM

E08 SWBD-1B SINGLE LINE DIAGRAM

E09 MCC-1 & MCC-2 SINGLE LINE DIAGRAMS

E10 SWBD-3A SINGLE LINE DIAGRAM

E11 SWBD-4A SINGLE LINE DIAGRAM

E12 MCC-3 SINGLE LINE DIAGRAM

E13 MCC4 SINGLE LINE DIAGRAM

E14 SWBD-5 SINGLE LINE DIAGRAM

E15 SWBD-6 SINGLE LINE DIAGRAM

E16 SWBD-2A SINGLE LINE DIAGRAM

E17 SWBD-2B SINGLE LINE DIAGRAM

E18 SWBD-3B SINGLE LINE DIAGRAM

E19 SWBD-4B SINGLE LINE DIAGRAM

E20 TYPICAL RAW WATER WELLS SINGLE LINE & RISER DIAGRAMS

E21 EXISTING WTP SINGLE LINE DIAGRAM

E22 SWITCHBOARD NO. 1A & NO. 2A & 1B & 2B LOAD TABULATION -SHEET 1

E23 MCC-1 AND MCC-2 LOAD TABULATIONS -SHEET 2

E24 MCC-3 LOAD TABULATIONS -SHEET 3

E25 MCC-4 LOAD TABULATIONS -SHEET 4

E26 SWITCHBOARD NO. 3B & NO. 4B LOAD TABULATION -SHEET 5

E27 MB NO. 1A & 2A, FUTURE SWITCHBOARDS NO. 2B & 3B EQUIPMENT FRONT

VIEWS - SHEET 1

E28 SWITCHBOARDS NO. 3A & NO. 4A & FUTURE SWITCHBOARDS NO. 3B& 4B

E29 MCC-1 & 2 & MCC-3 & 4 EQUIPMENT FRONT VIEWS - SHEET 3

E30 OVERALL NETWORK RISER DIAGRAM

E31 CONTROL RISER DIAGRAMS - SHEET 1

E32 CONTROL RISER DIAGRAMS - SHEET 2

E33 CONTROL RISER DIAGRAMS - SHEET 3

E34 ELEMENTARY DIAGRAM - SHEET 1

E35 ELEMENTARY DIAGRAM - SHEET 2

E36 ELEMENTARY DIAGRAM - SHEET 3

E37 ELEMENTARY DIAGRAM - SHEET 4

E38 ELEMENTARY DIAGRAM - SHEET 5

E39 ELEMENTARY DIAGRAM - SHEET 6

E40 HIGH SERVICE PUMP STATION/ELECTRICAL BUILDING NO. 1 KEY PLAN

E41 ELECTRICAL BLDG NO. 1 & STORAGE ROOM POWER PLAN

E42 ELECTRICAL BLDG NO. 1 LIGHTING PLAN

E43 ELECTRICAL BLDG NO. 1 LIGHTNING PROTECTION & GROUNDING PLAN

E44 HIGH SERVICE PUMP STATION ELECTRICAL PLAN

E45 HIGH SERVICE PUMP STATION LIGHTING PLAN

E46 HIGH SERVICE PUMP STATION LIGHTNING PROTECTION & GROUNDING

PLAN

E47 HIGH SERVICE PUMP STATION FLOW METER ASSEMBLY ELECTRICAL PLAN

E48 EMERGENCY GENERATOR NO. 1A & NO. 2A & FUTURE NO. 1B & 2B POWER

PLAN

E49 FUEL TANKS POWER PLAN

E50 PROCESS BUILDING KEY MAP

E51 ELECTRICAL BUILDING NO. 2 POWER PLAN

E52 ELECTRICAL BUILDING NO. 2 LIGHTING PLAN

E53 ELECTRICAL BUILDING NO. 2 LIGHTNING PROTECTION & GROUNDING PLAN

E54 PROCESS BUILDING LOWER ELECTRICAL PLAN

E55 CARTRIDGE FILTERS ELECTRICAL PLAN

E56 PROCESS BUILDING LOWER LIGHTING PLAN

E57 CARTRIDGE FILTERS LIGHTING PLAN

E58 PROCESS BUILDING LIGHTNING PROTECTION & GROUNDING PLAN

E59 CARTRIDGE FILTER LIGHTNING PROTECTION & GROUNDING PLAN

E60 PROCESS BUILDING UPPER POWER PLAN

E61 PROCESS BUILDING UPPER LIGHTING PLAN

E62 PROCESS BUILDING UPPER GROUNDING PLAN

E63 SAND SEPERATORS ELECTRICAL PLAN

E64 CONCENTRATE PUMP STATION ELECTRICAL PLAN

N o.

R ev is io ns B y D at e

SHEET INDEX

SHEET NUMBER SHEET NAME

INCLUDED IN

DELIVERABLE

E65 CONCENTRATE PUMP STATION GROUNDING PLAN

E66 4MG CONCENTRATE GST NO. 1 ELECTRICAL PLAN

E67 4MG CONCENTRATE GST NO. 2 ELECTRICAL PLAN

E68 ELECTRICAL BUILDING NO. 3 POWER PLAN

E69 ELECTRICAL BUILDING NO. 3 LIGHTING PLAN

E70 ELECTRICAL BUILDING NO. 3 LIGHTNING PROTECTION & GROUNDING PLAN

E71 CLEARWELL TPS & DEGASIFIERS ELECTRICAL PLAN

E72 CLEARWELL TPS & DEGASIFIERS GROUNDING PLAN

E73 BULK CHEMICAL STORAGE & METERING FACILITY ELECTRICAL PLAN

E74 BULK CHEMICAL STORAGE & METERING FACILITY LIGHTING PLAN

E75 BULK CHEMICAL STORAGE & METERING FACILITY LIGHTNING PROTECTION

& GROUNDING PLAN

E76 3MG FINISHED WATER GST NO. 1 ELECTRICAL PLAN ●

E77 3MG FINISHED WATER GST NO. 2 ELECTRICAL PLAN

E78 3MG FINISHED WATER GST NO. 3 ELECTRICAL PLAN

E79 EXISTING CHLORINE BLDG'S. ELECTRICAL PLAN

E80 WELLS NO. 6 & NO. 7 ELECTRICAL PLANS

E81 WELLS NO. 8 & NO. 9 ELECTRICAL PLANS

E82 WELL NO. 10 ELECTRICAL PLAN

E83 LIGHTING FIXTURE SCHEDULES AND DETAILS

E84 PANEL SCHEDULES - SHEET 2

E85 PANEL SCHEDULES - SHEET 4

E86 PANEL SCHEDULES - SHEET 4

E87 LIGHTING FIXTURE SCHEDULES AND DETAILS

E88 ELECTRICAL DETAILS - SHEET 1

E89 ELECTRICAL DETAILS - SHEET 2

E90 ELECTRICAL DETAILS - SHEET 3

E91 ELECTRICAL DETAILS - SHEET 4 ●

E92 ELECTRICAL DETAILS - SHEET 5

INSTRUMENTATION

I01 INSTRUMENTATION NOTES, SYMBOLS AND ABBREVIATIONS

I02 P&ID - RAW WATER MEMBRANE FEED WELL

I03 P&ID - RAW WATER BLENDING WELL

I04 P&ID - MEMBRANE TREATMENT SKID

I05 P&ID - DEGASSIFIER & ODOR CONTROL

I06 P&ID - HIGH SERVICE PUMP STATION

I07 P&ID - CONCENTRATE DISPOSAL

I08 P&ID - SODIUM HYPOCHLORITE SYSTEM P&ID

I09 CHEMICAL P&ID SULFURIC ACID AND FLUORIDE SYSTEMS

I10 P&ID-SODIUM HYDROXIDE CORROSION INHIBITOR SYSTEM P&ID

I11 CHEMICAL ANTI-SCALANT SYSTEM P&ID

I12 CHEMICAL - FLOUORIDE SYSTEM P&ID

I13 CHEMICAL-CORROSION INHIBITOR SYSTEM P&ID

I14 P&ID -MISCELLANEOUS

I15 POWER DISTRIBUTION MONITORING

I16 MISCELLANEOUS POWER MONITORING

I17 PICS HMI NETWORK DIAGRAM

I18 PICS PLC NETWORK DIAGRAM

I19 PICS RIO NETWORK DIAGRAM

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5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL

AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE

CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE

APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS.

CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE

INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT

AND ALL OTHER DELETERIOUS MATERIAL.

EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION

AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND

HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER.

GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE

SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE.

FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES

ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE

FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY

DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN

THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY

BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE,

SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT

AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED

REGARDING THE METHOD TO USE FOR SUCH WORK.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY

COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR

THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR

SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR

TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES WHICH THE

CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE

COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE

ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE

CONTRACTOR MAY WISH TO NOTIFY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED

CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE

COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS,

SPECIFICATIONS, AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED

CONSTRUCTION PERMITS.

ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK.

NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT

PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.

ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST

RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD

DIRECTLY FROM THE TESTING AGENCY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER

A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND

SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL

FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED

BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL

SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND

MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS

CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE

CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-

BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO

JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE

COLLECTED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE

SERVICES ARE ENGAGED BY THE CONTRACTOR.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE

PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH

ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY

CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER

PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE

AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR

TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO

PAY FOR A RELATED CHANGE ORDER.

ALL CONSTRUCTION COVERED IN THESE PLANS SHALL COMPLY WITH THE

MATERIAL REQUIREMENTS AND QUALITY CONTROL STANDARDS CONTAINED IN

THE CITY OF OCALA LAND DEVELOPMENT CODE AND CONSTRUCTION

SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE CODE AND/OR FDOT

STANDARD SPECIFICATIONS THE STRICTEST SHALL APPLY AS DETERMINED BY

CITY OF OCALA.

ADDITIONAL TEST BORINGS AND EXPLORATORY INVESTIGATIONS SHALL BE

MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

NO CHANGES TO THE WORK AS SHOWN ON THESE PLANS SHALL BE MADE

WTIHOUT PRIOR WRITTEN APPROVAL OF THE CITY. CONTRACTOR SHALL NOT

SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACTUAL SITE CONDITIONS

PRIOR TO CONSTRUCTION. ANY NEED FOR THE CLARIFICATION OF PROPOSED

IMPROVEMENTS OR FOR RESOLUTION OF DISCREPANCIES SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UTILITIES,

STRUCTURES, AND PROPERTY OF AND ADJACENT TO THE SITE CAUSED BY

CONSTRUCTION ACTIVITIES.

THE CONTRACTOR IS HEREBY REQUIRED TO IMPLEMENT JOB SAFETY AT ALL

TIMES THROUGHOUT THE DURATION OF THE PROJECT. JOB SAFETY PRACTICES

SHALL BE IN ACCORDANCE WITH OSHA AND ANY OTHER LOCAL, STATE, AND

FEDERAL REGULATIONS.

THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO NEW

OR EXISTING STORMWATER MANAGEMENT FACILITIES DUE TO CONSTRUCTION

OPERATIONS. THE CONTRACTOR SHALL COMPLY WITH THE TURBIDITY CONTROL

REQUIREMENTS OF THE ERP PERMIT AS APPLICABLE TO PREVENT INCREASES

IN TURBIDITY IN EXCESS OF WATER QUALITY STANDARDS.

THE CONTRACTOR AND SUBCONTRACTORS, ARE HEREBY REQUIRED TO

PROMPTLY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR

CONFLICTS FOUND IN THE PLANS OR SPECIFICATIONS, SO THEY CAN BE

CLARIFIED BY THE ENGINEER OF RECORD AS NEEDED.

THE PROJECT ENGINEER/OWNER SHALL HAVE ACCESS TO TH EWORK SITE AT

ALL TIMES.

CONTRACTOR SHALL CLEAR AND GRUB CONSTRUCTION AREAS BEFORE FILL IS

PLACED. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION

AND TOPSOIL AND PROOF ROLLED PRIOR TO PLACING CLEAN FILL.

IF A SINKHOLE SHOULD FORM ON THIS SITE, ALL APPLICABLE PROCEDURES

OUTLINED IN THE SJRWMD 40D RULES SHALL BE FOLLWED. THE PROJECT

ENGINEER, AND THE APPROPRIATE PERMITTING AGENCIES, SHALL BE NOTIFIED

IMMEDIATELY FOR REPAIR PROCEDURES.

ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE SODDED UNLESS

OTHERWISE SPECIFIED.

ELEVATIONS OF PLANS REFER TO NATIONAL AMERICAN VERTICAL DATUM OF

1988 (NAVD88).

GENERAL NOTES

1.

2.

ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR

SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.

REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF

EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE.

UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS,

STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS,

AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY

THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL

MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE

REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND

DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY

ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE

OWNER PRIOR TO REMOVAL OF SAID ITEMS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN

FDOT'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH FDOT

SPECIFICATIONS AND STANDARDS (LATEST EDITION).

ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY

CONSTRUCTION SHALL BE REGRADED AND SODDED.

TRAFFIC CONTROL ON ALL FDOT, LOCAL AND CITY RIGHTS-OF-WAY

SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS

OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN

THE EVENT THAT THE CONTRACT DOCUMENTS AND THE

JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT,

THE MOST STRINGENT SHALL GOVERN.

THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS

INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR

AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED

OR ADEQUATE STABILIZATION OCCURS.

ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED

UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN.

ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED

ON THE DRAWINGS.

WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND

REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP

FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT

WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS

INDICATED.

WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE

CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM

2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE

EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT

UNLESS OTHERWISE INDICATED.

THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL

DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND

UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL

DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED

DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE

DRAINAGE FLOWS.

IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY

APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO

COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR

TO ANY EXCAVATION.

STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE

AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE

FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS

DIRECTED BY THE OWNER.

FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN

ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO

FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS

AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE

GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR

SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED,

WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS

ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY

REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND

MULCHED AS SHOWN ON THE LANDSCAPING PLAN.

ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR

FLATTER UNLESS OTHERWISE SHOWN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF

DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING

CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER

SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL

COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO

ENVIRONMENTAL PROTECTION.

THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO

CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE

INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE

THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE

RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK.

TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION

AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND

DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE

CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL

THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER

QUALITY STANDARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE

CODE.

SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON

EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING,

AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,

SEDIMENTATION OR TURBID DISCHARGES.

THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE

ENVIRONMENTAL RESOURCE PERMIT COMPLETE WITH ALL

CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS

IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE

PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY WATER

MANAGEMENT DISTRICT REPRESENTATIVES.

THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS

AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT

CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO

EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL

AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN

A LEGAL MANNER.

THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM

WATER PIPING PER FDOT STANDARD SPECIFICATIONS.

VERTICAL DATUM FOR ELEVATIONS SHOWN IS NAVD 88. THE

CONVERSION FACTOR TO NGVD 29 IS NAVD88 + 1.11 FEET = NGVD 29

(ACCORDING TO JURISDICTIONAL WETLAND SURVEY PREPARED BY

STANTEC CONSULTING SERVICES, INC., DATED 08/10/16).

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

ALL CONSTRUCTION SHALL CONFORM TO MARION COUNTY AND CITY

OF OCALA STANDARDS.

THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS,

MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE

PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS,

EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND

LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE

ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY

INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND

JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE

CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY

REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT

SHALL GOVERN.

ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE

APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL

REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN

ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL

CONSTRUCTION SECTION OF THIS SHEET.

THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN

KIND, UNLESS SHOWN OTHERWISE.

DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT

EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE

ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG

WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES

SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY

AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES

SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS.

ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING,

LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS

WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE

CAREFULLY STORED FOLLOWING MANUFACTURER'S

RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO

THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR

FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR

IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR

OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE

NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND

IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE

REPLACED AT THE CONTRACTOR'S EXPENSE.

ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS

TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN

ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S

SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS

AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF FLORIDA

PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING.

CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL

TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY

HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE

LIMITED TO PRESSURE TESTING, INFILTRATION AND EXFILTRATION,

TELEVISION INSPECTION, AND A MANDREL TEST ON GRAVITY SEWER.

A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY

PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.

ALL WATER OR SEWER SERVICE CONNECTIONS, INTERRUPTIONS OR

RELOCATIONS SHALL BE COORDINATED IN ADVANCE WITH FIELD

REPRESENTATIVES FROM THE CITY OF OCALA.

TEMPORARY FACILITIES: THE CONTRACTOR SHALL FURNISH

SANITARY SEWER, WATER AND ELECTRIC POWER AS REQUIRED FOR

THE CONSTRUCTION ACTIVITIES SHOWN IN THE DRAWINGS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL TEMPORARY

CONNECTIONS AND FOR REMOVING THE SAME CONNECTIONS AT

COMPLETION OF THE PROJECT.

ALL HYDROSTATIC TESTING SHALL BE IN ACCORDANCE WITH AWWA

C600 FOR DUCTILE IRON PIPE AND C605/M23 FOR PVC PIPE.

THE CITY OF OCALA MUST BE NOTIFIED A MINIMUM OF 48 HOURS

PRIOR TO ANY WORK ON EXISTING CITY OF OCALA UTILITIES.

CITY OF OCALA MUST BE NOTIFIED A MINIMUM OF 48 HOURS PIROR

TO UTILITY TESTING. HYDROSTATIC TESTING SHALL BE PER THE

APPLICABLE PROVISIONS AS SET FORTH IN AWWA STANDARDS

(MINIMUM 150 PSI @ 2 HOURS - POTABLE/RECLAIMED AND MINIMUM

100 PSI @ 2 HOURS - FORCE MAINS).

ALL YARD PIPING SHALL BE FULLY RESTRAINED.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

TREE PROTECTION FENCING SHALL BE PLACED AROUND ALL

PROTECTED TREES TO CREATE A PROTECTIVE ROOT ZONE AND

SHALL REMAIN IN PLACE UNTIL SITE CLEARING, LAND ALTERATION,

AND CONSTRUCTION ACTIVITIES ARE COMPLETE.

NATIVE GROUND COVER AND UNDERSTORY VEGETATION EXISTING

WITHIN THE PROTECTED AREA SHALL REMAIN THROUGHOUT

CONSTRUCTION. OTHER DESIGNATED VEGETATION AND INVASIVE

PLANT SPECIES SHALL BE REMOVED ONLY BY MANUAL LABOR

UTILIZING HAND TOOLS, OR BY OTHER METHODS APPROVED BY THE

PROJECT ARBORIST.

FINAL LOCATIONS SHALL BE COORDINATED WITH AND APPROVED BY

THE PROJECT ARBORIST.

NO MATERIALS, EQUIPMENT, SPOIL, WASTE OR WASHOUT WATER MAY

BE DEPOSITED, STORED, OR PARKED WITHIN 20 FEET OF THE TREE

PROTECTION ZONE.

CONSTRUCTION ACTIVITY SHALL NOT DESTROY OR IRREVERSIBLY

HARM THE ROOT SYSTEM OF PROTECTED TREES. POST HOLES AND

TRENCHES LOCATED CLOSE TO PROTECTED TREES SHALL BE

ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS.

EXCAVATION OR GRADING REQUIRED WITHIN THE PROTECTED AREA

SHALL BE LIMITED TO THREE (3) INCHES OF CUT OR FILL. COORDINATE

WITH PROJECT ARBORIST.

IF ANY DAMAGE TO TREE PROTECTION FENCING SHOULD OCCUR BY

ACCIDENT OR NEGLIGENCE, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR IMMEDIATE REPAIRS.

IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE

PROTECTED AREA OF TREES TO BE PRESERVED, A ROAD BED OF SIX

(6) INCHES OF MULCH OR GRAVEL SHALL BE CREATED TO PROTECT

THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS

NECESSARY TO MAINTAIN A SIX (6) INCH ROAD BED AT ALL TIMES.

CONTRACTOR SHALL REMOVE ALL SUCH MATERIALS FROM THE SITE

AS SOON AS TEMPORARY ACCESS IS NO LONGER NECESSARY.

EVERY EFFORT SHALL BE MADE TO WATER THE PRESERVED TREES

AND TRANSPLANTS. CONTRACTOR SHALL IRRIGATE BY HAND OR BY

TEMPORARY IRRIGATION.

IF DAMAGE TO ANY TREE SHOULD OCCUR BY ACCIDENT OR

NEGLIGENCE DURING THE CONSTRUCTION PERIOD, THE PROJECT

ARBORIST SHALL APPRAISE THE DAMAGE AND MAKE

RECOMMENDATIONS TO THE OWNER FOR REPAIR BY THE

CONTRACTOR.

IF ANY TREE DESIGNATED TO BE SAVED IS REMOVED FROM THE SITE

WITHOUT PERMISSION OF THE OWNER'S REPRESENTATIVE, THE

PROJECT ARBORIST SHALL APPRAISE THE TREE AND MAKE

RECOMMENDATIONS TO THE OWNER FOR REPLACEMENT BY THE

CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPLACEMENT OF THE TREE AND ANY FEES THAT MAY BE ASSESSED

TO THE OWNER BY THE GOVERNING AGENCY.

TRENCHING EQUIPMENT THAT WILL TURN AT HIGH RPM'S IS

PREFERRED, AND SHALL BE APPROVED BY THE PROJECT ARBORIST.

APPROVED EQUIPMENT WILL BE USED TO PERFORM ALL ROOT

PRUNING OPERATIONS. A MINIMUM DEPTH OF THREE FEET IS

REQUIRED.

THE TRENCH SHALL BE BACKFILLED WITH PREVIOUSLY EXCAVATED

SOIL AND COMPACTED IMMEDIATELY.

WHEN THE TREE ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS

MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WHERE

CONSTRUCTION IMPACTS THE ROOTS.

GENERAL CONSTRUCTION NOTES PAVING, GRADING, AND DRAINAGE NOTES WATER, SEWER, AND UTILITY NOTES TREE PROTECTION NOTES DEMOLITION NOTES

N o.

R ev is io ns B y D at e

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2.

3.

4.

5.

6.

7.

8.

9.

10.

DATE OF FIELD SURVEY: DECEMBER 21, 2023.

SUBJECT TO RIGHTS OF WAY, RESTRICTIONS, EASEMENTS AND RESERVATIONS

OF RECORD.

UNLESS OTHERWISE SHOWN, UNDERGROUND IMPROVEMENTS NOT LOCATED.

PUBLIC RECORDS NOT SEARCHED BY R.M. BARRINEA & ASSOCIATES, INC.

BEARINGS AND STATE PLANE COORDINATES DEPICTED HEREON ARE GRID, WEST

FLORIDA ZONE, NAD-83 (CORS96) EPOCH:2002.0000), BASED ON TRIMBLE VIRTUAL

REFERENCE STATION NETWORK.

VERTICAL DATUM BASED ON ST. JOHNS RIVER MANAGEMENT BENCHMARK

17-14-010-0 STATION NUMBER 103 WITH AN ELEVATION OF 122.70', NAVD-88.

ORIENTATION FOR THE IMPROVEMENTS SHOWN HEREON SHOULD NOT BE USED

TO RECONSTRUCT BOUNDARY LINES.

ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY

OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY

OR PARTIES.

THIS SURVEY DEPICTS THE PROPERTY AS IT EXISTED ON THE SURVEY DATE, NOT

NECESSARILY THE SIGNATURE DATE.

THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT OF THE

PARTY(IES) NAMED HEREON, AND SHALL NOT BE DUPLICATED OR RELIED UPON BY

ANY OTHER INDIVIDUAL OR ENTITY WITHOUT AUTHORIZATION FROM R.M.

BARRINEA & ASSOCIATES, INC.

SURVEY NOTES

SURVEY LEGEND

EXISTING

WELL NO 7

FUTURE 4.5 MG

CONCENTRATE

GST NO. 2

FUTURE 4.5 MG

CONCENTRATE

GST NO. 1

3MG FINISHED

WATER GST NO. 1

FUTURE 3MG

FINISHED WATER

GST NO. 3

FUTURE

CONCENTRATE PUMP

STATION

FUTURE CHEMICAL

STORAGE AND METERING

FUTURE CLEARWELL

AND DEGASIFIERS

FUTURE HIGH SERVICE

PUMP STATION ROOM

FUTURE NF

PROCESS BUILDING

FUTURE

GENERATORS AND

FUEL TANKS

FUTURE ACCESS

DRIVES

FUTURE 3MG

FINISHED WATER

GST NO. 2

EXISTING WELL

NO 6 BUILDING

FUTURE

ELECTRICAL

BUILDING NO. 3

FUTURE

CONCENTRATE

DISCHARGE PIPING

FUTURE FINISHED WATER

DISTRIBUTION PIPING

FUTURE RAW

WATER FEED

PIPING

EXISTING

WELL NO 10

FUTURE ELECTRICAL

BUILDING NO. 2

LIMITS OF CONSTRUCTION

15' ACCESS PATH

AROUND TANK

0 15' 60'30'

GRAPHIC SCALE IN FEET

NORTH

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1" = 30'-0"

OVERALL BUILDOUT GST 1 SITE PLAN

PROPOSED 3MG

FINISHED WATER

GST NO. 1

FF = 124.00

N: 1750614.557 E: 617398.272

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NOTES:

- ALL WORK AND MATERIALS SHALL COMPLY WITH FDOT STANDARD

SPECIFICATIONS AND CITY OF OCALA LAND DEVELOPMENT CODE.