lexington fayette urban county government …€¦ · red river dr aligan way brannon rd st elias...

ASHGROVE RD

TATES CREEK RD

SARON DR

KENESAW DR

MAN O WAR BLVD

SOUTHPOINT DR

MAN O WAR BLVD NC

E BRANNON RD

GREY

OAK

LN

E BRANNON RD NC

ROCK

BRID

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DWHITFIELD DR

CLEARWATER W

AY

NICH

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VILL

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LEXI

NGTO

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HARTLAND PKWY

ASHGROVE LN

TRENT BLVD

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SBY

DR

TANBARK RD

LAUDERDALE DR

ARMSTRONG MILL RD

SOUTHPOINT DR NC

INDUSTRY PKWY

ABBEYWOOD RD

IVYB

RIDG

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W H

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LANT

RD

VICTORIA WAY

DELONG RD

HARBAUGH WAY

EMMETT CREEK LN

ATWOOD DR

TERRA BIANCA

DUVAL ST

FAUL

KIRK

LN

RIDGEWATER DRCHAS DR

CHARWOOD DR

MANITOBA LN

BILTMORE PL

LARGO LN

PLEASANT GROVE RD

YOUN

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SPRING CREEK DR

PATMORE LN

NIAG

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DR

FAIRHAVEN DRASHMOOR DR

ALDERBROOK WAY

RED RIVER DR

ALIGAN W

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BRANNON RD

ST ELIAS LN

SPURLOCK LN

WYNDHURST RD

LONGBRIDGE LN

JAIRUS DR

FIDD

LER

CREE

K W

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LOIS LN

BITTERSWEET WAY

CHEL

MSB

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LANGLEY DR

ROSE HURST WAY

MEADOWCREST PARK

EDGEWOOD DR

PARK CENTRAL AVE

TYLER DR

HEND

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BROADHEAD PL

PINEG

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CIR

RAINWATER DR

DAY

LILY

DR

WINDSTAR W

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PINNACLE CT

WATERTRACE DR

LANC

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POPLAR SPRINGS LN

OLD HICKO

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WEM

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OODFIELD CIR

KIAWAH DR

CARRIE CT

MANDEVILLE WAY

CHAF

FEY

LN

WOODGLEN CT

ELOR

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MIDDLETON PL

STOW

BRIDGE L

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BRIDGEMONT LN

BREN

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LEAFLAND PL

CALAIS PL

TROUT CT

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PINDELL CT

WATERMILL LN

ROLLING CREEK LN

TURNBRIDGE RD

TEA TREE ALYNETTLE ALY

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CYPR

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OLD NICHOLASVILLE RD

HEAR

TWOO

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NIAGARA DR

LEXINGTON FAYETTE URBAN COUNTY GOVERNMENT

LEXINGTON, KENTUCKY

WEST HICKMAN WWTP FINAL CLARIFIER No. 7 AND

No. 8 STRUCTURAL REPAIRS

HAZEN CONTRACT NO. 50029-008

LFUCG BID NO. 130-2018

SEPTEMBER 2018

LOCATION MAP

NOT TO SCALE

HAZEN AND SAWYER

230 LEXINGTON GREEN CIRCLE, SUITE 520

LEXINGTON, KENTUCKY 40503

BID SET

WEST HICKMAN WWTP

CIVIL

SITE WORK

C01 OVERALL SITE PLAN

CIVIL DETAILS

C900 DETAILS

MECHANICAL

FINAL CLARIFIERS FLOW SPLITTER BOX NO. 1

M350 BOTTOM PLAN AND TOP PLAN

M351 SECTION


M352 BOTTOM PLAN AND TOP PLAN

M353 SECTION

STRUCTURAL

S01 GENERAL NOTES

FINAL CLARIFIER NO. 7

S400 DEMOLITION BOTTOM PLAN

S401 DEMOLITION TOP PLAN AND SECTION


S402 DEMOLITION BOTTOM PLAN

S403 DEMOLITION TOP PLAN


S404 ROCK ANCHOR PLAN

S405 BOTTOM PLAN

S406 TOP PLAN

S407 SECTIONS AND DETAILS


S408 ROCK ANCHOR PLAN

S409 BOTTOM PLAN

S410 TOP PLAN

S411 SECTIONS

STRUCTURAL STANDARD DETAILS

S900 SHEET 1

S901 SHEET 2

GENERAL

G01 COVER SHEET

G02 LEGEND, SYMBOLS AND ABBREVIATIONS

G03 GENERAL NOTES

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BID SET

WEST HICKMAN WWTP FINAL CLARIFIERS NO. 7 AND

NO. 8 STRUCTURAL REPAIRS


KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



K. ZEHNDER

B. EDWARDS

G02

GENERAL

LEGEND, SYMBOLS AND ABBREVIATIONS

W. LEADBITTER

ABBREVIATIONS

PROPOSED ITEMS

EXISTING ITEMS

HIDDEN ITEMS

LINETYPES

CENTER LINE

DEMOLITION ITEMS

SYMBOLS

QUICK CONNECT COUPLING

FLUSHING CONNECTION

HOSE BIBB

BUTTERFLY VALVE

CHECK VALVE

DIAPHRAGM VALVE

BALL CHECK VALVE

BALL VALVE

GLOBE VALVE

PINCH VALVE

GL

PLUG VALVE

GATE VALVE

PRESSURE REDUCING VALVE

UNION

PRESSURE RELIEF VALVE

MOTOR OPERATED VALVE

CONTROL VALVE

SOLENOID VALVE

STRAINER

PRESSURE

RELIEF/VACUUM BREAKER

VALVE

PARTITION TYPE

DOOR SCHEDULE

LOUVER TYPE

REDUCER

DRAWING WHERE SECTION IS SHOWN

DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:

(A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:

REFERENCED ITEM

REFERENCED ITEM

SECTION AND DETAIL KEYING

AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:

STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER

ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.

DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS

(B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:

DRAWING FROM WHERE SECTION WAS TAKEN

SEE 1509203

OR:

SECTION LETTER

SECTION LETTER

ROOM NAME

ROOM NUMBER

ROOM NAME LABEL

ELEVATION #

SHEET #

ELEVATION CALL OUT

DIRECTION OF VIEW

MATERIALS

LEGEND

S

SSP STAINLESS STEEL PIPE

IPS IRON PIPE SIZE

PVC POLYVINYLCHLORIDE

PCCP PRESTRESSED CONCRETE

CYLINDER PIPE

VCP VITRIFIED CLAY PIPE

PROCESS PIPING

A PROCESS AIR

ALS ALUM SOLUTION

ADS ANAEROBICALLY DIGESTED

SLUDGE

AMFP AMMONIA FEED PUMP

AMG AMMONIA GAS

AMS AMMONIA SOLUTION

BFW BOILER FEED WATER

BS BLENDED SLUDGE

BW BACKWASH

BWD BACKWASH DRAIN

BWS BACKWASH SUPPLY

BWW BACKWASH WASTE

CAS CAUSTIC SOLUTION

CD CHEMICAL DISCHARGE

CF CHEMICAL FEED

CG CHLORINE GAS

CLS CHLORINE SOLUTION

CEN CENTRATE

CW COLD WATER

D DRAIN

DBU DRYING BED UNDERDRAIN

DG DIGESTER GAS

DP DRY POLYMER

DS DIGESTED SLUDGE

DSU DIGESTER SUPERNATANT

EQE EQUALIZATION

F FLUORIDE

FA FOUL AIR

FBP FILTER BYPASS

FE FINAL EFFLUENT

FLD FILTER DRAIN

FLT FILTRATE

FM FORCE MAIN

FTE FILTERED EFFLUENT

FTW FILTERED WATER

FW FINISHED WATER

GCE GRIT CLASSIFIER/CYCLONE

EFFLUENT

GL GAS LINE

GR GRIT

HS HEAVY SLUDGE

HW HOT WATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

ML MIXED LIQUOR

MLR MIXED LIQUOR

RECIRCULATION

MLW MIXED LIQUOR WASTE

MPD MIXING PUMP DISCHARGE

MPS MIXING PUMP SUCTION

MW MIXED WATER

NG NATURAL GAS

NPW NON-POTABLE WATER

NRE NITRIFICAITON REACTOR

EFFLUENT

NRSL NITROGEN RETURN SLUDGE

PAC POWDERED ACTIVATED

CARBON

PC PRIMARY COAGULANT

PD PROCESS DRAIN

PE PRIMARY EFFLUENT

PLD PLANT DRAIN

POL POLYMER

PS PRIMARY SLUDGE

PW POTABLE WATER

RAS RETURN ACTIVATED SLUDGE

RD ROOF DRAIN

RS RAW SEWAGE

S SAMPLE

SA SERVICE AIR

SC SCUM

SD STORM DRAIN

SE SECONDARY EFFLUENT

SL SLUDGE

SPD SUMP PUMP DISCHARGE

SR SCRUBBER RECIRCULATION

SS SANITARY SEWER

SUP SUPERNATANT

SW SEAL WATER

TWAS THICKENED WASTE

ACTIVATED SLUDGE

TD TANK DRAIN

WAS WASTE ACTIVATED SLUDGE

WTR WATER MAIN

MATCH LINE

HARNESSED SLEEVE TYPE

SLEEVE TYPE COUPLING

EXPANSION JOINT

HARNESSED FLANGED

COUPLING

ADAPTER

WELDED JOINT

FLANGED JOINT

MECHANICAL, PUSH-ON OR

MECHANICAL COUPLING

WALL PENETRATION

RESTRAINED JOINT

FLEXIBLE HOSE

SINGLE LINE DRAWINGS

DOUBLE LINE DRAWINGS

FE

FIRE EXTINGUISHER

ES/EEW

DISMANTLING JOINT

PROPOSED ITEMS

EXISTING ITEMS

HIDDEN ITEMS

CENTER LINE

DEMOLITION ITEMS

BRICK

CHECKERED PLATE

WOOD BLOCKING

GLASS

CONCRETE

GRAVEL

ASPHALT PAVING

GRADE OR EARTH

INSULATION

WATER SURFACE

GRATING

CAST IRON

STEEL

CONCRETE FILL OR

GROUT

MATCH LINE

ABBREVIATIONS

GENERAL

A/C AIR CONDITIONER

AB ANCHOR BOLT

AC ASBESTOS CEMENT

ACP AIR COMPRESSOR

ACT-MR ACOUSTICAL CEILING TILE,

MOISTURE RESISTANT

AD AREA DRAIN

ADH ADHESIVE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AH AIR HEATER

AHU AIR HANDLING UNIT

AL, ALUM ALUMINUM

ALLOW ALLOWANCE/ALLOWABLE

ALT ALTERNATE

APPROX APPROXIMATE

AR AIR RECEIVER

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

AT ASPHALT TILE

ATF AIR TERMINAL UNIT (FAN

POWERED)

ATS AUTOMATIC TRANSFER

SWITCH

ATU AIR TERMINAL UNIT

B BORING

BC BOILER CHEMICALS

BD BOARD

BDD BACKDRAFT DAMPER

BFE BOTTOM OF FITTING ELEV

BH BASEBOARD HEATER

BITUM BITUMINOUS

B BASELINE

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLW BLOWER

BM BENCH MARK

BOC BACK OF CURB

BOM BOTTOM OF MASONRY

BOT BOTTOM

BRC BRIDGE CRANE

BRG BEARING

BRK BRICK

BRL BUILDING RESTRICTION LINE

BRZ BRONZE

BT BOLT

CB CATCH BASIN

CBD COUNTERBALANCE

BACKDRAFT DAMPER

CC COOLING COIL

C/C CENTER TO CENTER

CCP CIRCULATING PUMP

CD CONTROL DAMPER

CDWP CONDENSER WATER PUMP

CE CONSTRUCTION EASEMENT

CEM CEMENT

CER CERAMIC

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CL CENTERLINE

CLKG CAULKING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACTOR

CORP CORPORATION

CP CONCRETE PLANK OR

CONTROL PANEL, OR

CONTROL POINT

CPT CONTROL POWER

TRANSFORMER

CR CONTROL RELAY

CRS COURSE

CSP CHEMICAL SERVICE PUMP

CSSP CHEMICAL SERVICE SUMP

PUMP

CST CHEMICAL STORAGE TANK

CT CERAMIC TILE

CTJ CONTROL JOINT

CU COPPER OR CONDENSING

UNIT

CY CUBIC YARD

DAD DESICCANT AIR DRYER

DD DESICCANT DRYER

DEC DECANT

DEH DEHUMIDIFIER

DEM DEMISTER

DET DETAIL

DF DUCT FAN OR DRINKING

FOUNTAIN

DIA OR Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISCH DISCHARGE

DIST DISTRIBUTION

DKC DOOR OPERATOR (ELECTRIC)

DL DEAD LOAD

DN DOWN

DOZ DOZEN

DP DISTRIBUTION PANEL

DS DISCONNECT SWITCH

D/S DOWNSTREAM

DT DAY TANK

DWG(S) DRAWING(S)

DWL DOWEL

EA EACH

ECC ECCENTRIC

ECH ELECTRIC CABINET HEATER

ED EQUIPMENT DRAIN

EDH ELECTRIC DUCT HEATER

EDP EMERGENCY DISTRIBUTION

PANEL

EE EACH END

EEW EMERGENCY EYE WASH

EF EACH FACE OR EXHAUST FAN

EFF EFFLUENT

EHH ELECTRICAL HANDHOLE

EL ELEVATION

ELEC ELECTRICAL

ELP EMERGENCY LIGHTING PANEL

EMH ELECTRICAL MANHOLE

ENGR ENGINEER

ENT ENTRANCE

EOG EDGE OF GRAVEL

EOP EDGE OF PAVEMENT

EPP EMERGENCY POWER PANEL

EPX EPOXY

EQ EQUAL

EQPT EQUIPMENT

ERH ELECTRIC WIRE ROPE HOIST

ES EMERGENCY SHOWER OR

EMERGENCY SWITCH

ES/EEW EMERGENCY SHOWER AND

EYEWASH

ET EXPANSION TANK

EUH ELECTRIC UNIT HEATER

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST/EX EXISTING

EXC EXCAVATE

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

F FAN

FAB FABRICATE

F&C FRAME AND COVER

F&G FRAME AND GRATE

FC FINAL CLARIFIER

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER/FLOW

ELEMENT

FEF FUME EXHAUST FAN

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL FLOOR

FLXC FLEXIBLE CONNECTION

FOC FIBER OPTICS CABLE

FPRF FIREPROOF

FS FLOW SWITCH

FSD FIRE/SMOKE DAMPER

FT FEET OR FIN TUBE HEATER

FTG FOOTING

FURR FURRING OR FURRED

G GATE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GIH GAS INFRARED HEATER

GLV GLOBE HEATER

GPM GALLONS PER MINUTE

GR GRADE

GRTG GRATING

GUH GAS UNIT HEATER

GW GUY WIRE

GWH GAS WATER HEATER

GYP GYPSUM

HC HEATING COIL

HCP HORIZONTAL END SUCTION

CENTRIFUGAL PUMP

HDW HARDWARE

HE HEAT EXCHANGER

HEX HEXAGONAL

HHRG HYBRID HIGH RESISTANCE

GROUNDING

HORIZ HORIZONTAL

HP HORSEPOWER OR HEAT PUMP

HPT HIGH POINT

HRU HEAT RECOVERY UNIT

HRG HIGH RESISTANCE

GROUNDING

HSCP HORIZONTAL SPLIT CASE

PUMP

HUM HUMIDIFIER

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HW HEADWALL

HWB HEATING WATER BOILER

HWCH HEATING WATER CABINET

HEATER

HWL HIGH WATER LEVEL

HWP HEATING WATER PUMP

HWY HIGHWAY

HYD HYDRAULIC

I IRON

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDED

INF INFLUENT

INSUL INSULATION

INT INTERIOR

INV INVERT

IPP INSTRUMENT POWER PANEL

JB JUNCTION BOX

JCT JUNCTION

JT JOINT

L LENGTH/ANGLE

LA LINE AHEAD

LAB LABORATORY

LAM LAMINATED

LAT LATERAL

LAV LAVATORY

LB POUND OR LINE BACK

LD COMBINATION

LOUVER/DAMPER

LF LINEAR FEET

LG LONG

LI LEVEL INDICATOR

LIP LIGHTING INDICATING PANEL

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LIGHTING PANEL

LPT LOW POINT

LRG LOW RESISTANCE

GROUNDING

LS LEVEL SWITCH

LTG LIGHTING

LVR LOUVER

LWL LOW WATER LEVEL

MAINT MAINTENANCE

MANUF MANUFACTURER

MATL MATERIAL

MAU MAKE UP AIR HANDLING UNIT

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MCLU MOTOR CONTROL LINE-UP

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MOD MODIFY OR MODIFIED

MON MONUMENT

MOPO MAINTENACE OF PLANT

OPERATIONS

MTD MOUNTED

MTG MOUNTING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NAD '83 NORTH AMERICAN DATUM OF

1983

NAVD '88 NORTH AMERICAN VERTICAL

DATUM OF 1988

NC NORMALLY CLOSED

NF NEAR FACE

NGVD '29 NATIONAL GEODETIC

VERTICAL DATUM OF 1929

NIC NOT IN CONTRACT

No. NUMBER

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER OR

OVERHEAD DOOR

OF OUTSIDE FACE

OHE OVERHEAD ELECTRIC

OML OIL MIST LUBRICATOR

OPER OPERATOR

OPNG OPENING

OPP OPPOSITE

ORF OIL REMOVAL FILTER

ORIG ORIGINAL

PAC PACKAGED AIR

CONDITIONING UNIT

PAR PARALLEL

PC POINT OF CURVE OR PIECE OR

PERSONAL COMPUTER

PCC POINT OF COMPOUND CURVE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PERP PERPENDICULAR

PF PROPELLER FAN

PI POINT OF INTERSECTION

PL PROPERTY LINE OR PLATE

PLC PROGRAMMABLE LOGIC

CONTROLLER

PNL PANEL

PP POWER PANEL OR POWER

POLE

PREFAB PREFABRICATED

PROP PROPOSED

PRVN POWER ROOF VENTILATOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSU POWER SUPPLY UNIT

PVMT PAVEMENT

QTY QUANTITY

RAD RADIUS

RECIR RECIRCULATION

RECT RECTANGULAR

REF REFERENCE

REG REGISTER

REINF REINFORCING

REM REMOVE

REQD REQUIRED

REST RESTRAINED

REV REVISE

RFD REFRIGERANT AIR DRYER

RH ROOF HOOD

RIO REMOTE INPUT/OUTPUT

RJ RESTRAINED JOINT

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RT RIGHT

RTU REMOTE TERMINAL UNIT

R/W OR ROW RIGHT OF WAY

S SOUTH OR SLOPE

SB SOIL BORING

SBL SURVEY BASELINE

SBMP SODIUM BISULFITE METERING

PUMP

SCH SCHEDULE

SCG SLUICE GATE

SCR SELECTIVE CATALYTIC

REDUCTION

SDG SLIDE GATE

SECT SECTION

SERV SERVICE

SF SQUARE FEET

SG SWITCH GEAR

SHT SHEET

SI SQUARE INCH

SIL SILENCER

SIM SIMILAR

SMH STORM MANHOLE

SP SUMP PUMP

SPEC SPECIFICATION

SQ SQUARE

SSP SUBMERSIBLE SUMP PUMP

SST STAINLESS STEEL

STA STATION OR STACK

STD STANDARD

STG STORAGE OR STOP GATE

(LOG)

STIR STIRRUP

STL STEEL

STRU STRUCTURAL

SUB SUBSTITUTE

SUCT SUCTION

SUPT SUPERINTENDENT

SUR SURFACE

SUSP SUSPENDED

SWD SIDE WATER DEPTH

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TAN TANGENT

TBA TO BE ABANDONED

TBCN TRAVELING BRIDGE CRANE

TBM TEMPORARY BENCH MARK

TC TOP OF CURB

TCP TEMPERATURE CONTROL

PANEL

TDH TOTAL DYNAMIC HEAD

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS

THK THICK

THRU THROUGH

TOC TOP OF CONCRETE

TOD TOP OF DECK

TOF TOP OF FOOTING

TOM TOP OF MASONRY/MANHOLE

TOS TOP OF SLAB/ TOP OF STEEL

TOW TOP OF WALL

TOL TOLERANCE

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UGG UNDERGROUND GAS

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SUPPLY

U/S UPSTREAM

UTIL UTILITY

VAC VACUUM

VACP VACUUM PUMP

VAP VAPORIZER

VAV VARIABLE AIR VOLUME UNIT

VCD VOLUME CONTROL DAMPER

VEL VELOCITY

VENT VENTILATING OR

VENTILATION

VERT VERTICAL

VF VANE AXIAL FAN

VOL VOLUME

VTR VENT THROUGH ROOF

W WEST OR WIDTH

W/ WITH

WF WALL FAN

WG WIRE GLASS

WH WALL HYDRANT OR WALL

HEATER

WL WATER LEVEL

WM WATER METER

W/O WITHOUT

WP WATERPROOF

WPFG WATER PROOFING

WSE WATER SURFACE ELEVATION

WSP WEATHER STRIP

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWTP WASTEWATER TREATMENT

PLANT

XFMR TRANSFORMER

XMH EXISTING MANHOLE

YH YARD HYDRANT

YI YARD INLET

YD YARD

YR YEAR

VALVES, FITTINGS, ETC.

ARV AIR RELIEF VALVE

ARVT AIR RELEASE VALVE VAULT

BFP BACKFLOW PREVENTER

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BV BALL VALVE

CAV COMBINATION AIR VALVE

CV CHECK VALVE

CPLG COUPLING

EP ECCENTRIC PLUG VALVE

EXP JT EXPANSION JOINT

FLEX FLEXIBLE

FLG FLANGE

FM FLOW METER

FTG FITTING

FV FLAP VALVE

GV GATE VALVE

HB HOSE BIBB

KGV KNIFE GATE VALVE

MFM MAGNETIC FLOWMETER

MJ MECHANICAL JOINT

MOV MOTOR OPERATED VALVE

NPT NATIONAL PIPE THREAD

PE PLAIN END

PV PLUG VALVE

PRV PRESSURE RELIEF VALVE

RED REDUCER

RPZ REDUCED PRESSURE ZONE

ASSEMBLY

SAV SURGE ANTICIPATOR VALVE

SOV SOLENOID OPERATED VALVE

TCV TEMPERATURE CONTROL

VALVE

THD THREADED

PIPING MATERIALS

CIP CAST IRON PIPE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED PLASTIC PIPE

CU COPPER PIPE

DIP DUCTILE IRON PIPE

ERCP ELLIPTICAL REINFORCED

CONCRETE PIPE

FRP FIBERGLASS REINFORCED

PIPE

GSP GALVANIZED STEEL PIPE

HDPE HIGH DENSITY POLYETHYLENE

PE LINING POLYETHYLENE LINING

RCP REINFORCED CONCRETE PIPE

1509203

#

A###

ROOM NAME

###

A

A6

A

A3

##

###

L#

HATCH TYPES

STAGING/LAYDOWN

AREA

DEMOLITION

REMOVE AND

REPLACE

SILT FENCE

SF

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



K. ZEHNDER

E. HYPES

G03

GENERAL

GENERAL NOTES

J. SCHUBARTH

Kentucky 811

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CL2 SCRUBBER

CHLORINE

CONTACT TANKS

DECHLORINATION

BUILDING

SO2 SCRUBBER

NO.2

6

NITRIFICATION RETURN

SLUDGE PUMP STATION

8

8

BM-

#59I

GARAG

E

AERATED

SLUDGE

HOLDING

TANK

EX. DIGESTER

CONTROL

BLDG.

NO.1

AERATED

SLUDGE

HOLDING TANK

NO.2

OPERATIONS

BUILDING

BM-#59D

PLANT ROAD

CHLORINE

MIX CHAMBER

FIRST STAGE AERATION

VALVE PIT

FIRST STAGE

AERATION BLOWER

BUILDING

GRAVITY

THICKENER NO.1

FINAL CLARIFIER

COLLECTION BOX

NITRIFICATION

GALLERY

FIRST STAGE AERATION

INFLUENT CHANNEL

GRAVITY

THICKENERS

ODOR CONTROL SYSTEM

SOLIDS HANDLING BUILDING

CENTRIFUGE BUILDING

SOLIDS HANDLING ODOR CONTROL SYSTEM

ELECTRICAL

SUB-STATION NO.3

FERROUS CHLORIDE

STORAGE AND

FEED SYSTEM

0+00

CARBON

ABSORBER

PRELIMINARY

TREATMENT

FACILITY

ELECTRICAL

SHOP

SPECIAL MANHOLE NO.1

SPECIAL MANHOLE NO.8

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RAS MIX/HIGH FLOW DIVERSION BOX

PRELIMINARY TREATMENT BUILDING

NO.1

NO.3

NO.4

5 4 3 2 1

7 6 5 4 3 2 1

7 6 5 4 3 2 1 1 2 3 4 5 6 7

FLOW

SPLITTER BOX NO.1

FINAL

CLARIFIER

NO.1

FINAL

CLARIFIER

NO.3

FINAL

CLARIFIER

NO.5

FINAL

CLARIFIER

NO.6

FINAL

CLARIFIER

NO.4

FINAL

CLARIFIER NO.7

FINAL

CLARIFIER NO.8

S 6+

00

S 4+

00

S 2+

00

0+

00

N 2+

00

N 4+

00

N 6+

00

N 8+

00

FINAL

CLARIFIER

NO.2

ELECTRICAL

SUBSTATION NO.2

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ELECTRICAL

SUB-STATION NO.1

MECHANICAL

SCREENS

W 2+00

E 2+00

BM-

#59E

AERATED

SLUDGE

HOLDING

TANK

AERATED

SLUDGE

HOLDING

TANK

BUILDING

EXPANSION

PIPE GALLERY

ZONE 1

REACTORS 1 THROUGH 8

FIRST STAGE

BLOWER BLDG.

FLOW SPLITTER BOX NO.2

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60' 120FT.030'60'

SCALE: 1" = 60'

BM-#59C :

BM-#59D :

BM-#59E :

BM-#59H :

BM-#59I :

PAINTED S.W. CORNER OF CONCRETE SLAB OF SPECIAL M.H.

@ N.W. CORNER OF ACCESS ROAD INTERSECTION. EL. 892.33.

S.E. CORNER OF FLAGPOLE BASE NEAR OPERATIONS

BUILDING EL. 895.54.

S.E. CORNER OF BOTTOM STEP @ S.E. CORNER OF

SOLIDS HANDLING BUILDING EL. 895.39.

TOP N.W. CORNER OF BOTTOM STEP @ N.E. END OF

PRIMARY CLARIFIER NO.5 EL. 894.74.

S.W. CORNER OF CONCRETE STOOP @ S.W. CORNER

OF GARAGE. EL. 895.10.

BENCH MARK DESCRIPTIONS

HORIZONTAL CONTROL POINT DESCRIPTIONS

CP-1 RAILROAD SPIKE NEAR NORTH EDGE OF PAVEMENT OF EXIST.

PLANT ACCESS ROAD. GRID COORDINATE: 0 + 00

:

CP-2 P.K. NAIL IN TOP SLAB OF PIPE TUNNEL BETWEEN

PRIMARY CLARIFIER NO.1 & FIRST STAGE AERATION BASIN NO.1

:

CP-3 P.K. NAIL IN NORTHWEST EDGE OF PAVEMENT OF

EXIST. PLANT ACCESS ROAD

:

SF SF SF SF SF

0227000

0257701R

STAGING AREA

(SEE NOTE 1)

SEE NOTE 2

3" NPW

SEE NOTE 6

SEE NOTE 6

SEE NOTE 5

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR CLEARING

TREES, SHRUBS AND OTHER DEBRIS FROM

POTENTIAL STAGING AREAS AND PROJECT SITE AS

REQUIRED FOR CONSTRUCTION.

2. CONTRACTOR SHALL MAINTAIN ACCESS TO THE

EXISTING NITRIFICATION RETURN/SLUDGE PUMP

STATION AS WELL AS THE MAIN PLANT ROAD AT

ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR MAY STORE EQUIPMENT ON

CONCRETE PAD AT THE PLANT SITE ON TOP OF

THE HILL.

4. ALL SPOILS/DEBRIS SHALL BE HAULED AND

DUMPED OFF SITE OF WH WWTP PROPERTY.

5. APPROXIMATE AREA OF LIMITED FIELD SURVEYS

COMPLETED. SEE DRAWING G03 FOR ADDITIONAL

INFORMATION.

6. CONTRACTOR SHALL WET TAP THE EXISTING

PLANT NPW MAIN IN TWO (2) LOCATIONS NEAR

FLOW SPLITTER BOX NO. 2 AND INSTALL NEW 2"

SDR-21 PVC PIPE FROM THE TAP LOCATION TO

THE CLARIFIER WALL AND CONNECT TO THE

WALKER WATER SPRAY SYSTEM.

K. ZEHNDER

E. HYPES

C01

SITE WORK

CIVIL

OVERALL SITE PLAN

W. LEADBITTER

30

1"=60'-0"

60 0 60'

BM

ELEV. (FT)

DESCRIPTION

#59D 894.72 CONCRETE CORNER OF FLAG POLE

#59E 894.54 CONCRETE STEP

#59I 894.28 SW CORNER OF CONCRETE STEP

26127

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



B. EDWARDS

W. LEADBITTER

C900

CIVIL DETAILS

CIVIL

DETAILS

S. REESE

STEEL POST

3'-0" MAX

2'-0"

MIN

GRADE LINE

2'-0" M

IN

#5 WASHED STONE

12"

0227008

NOTE:

10 FEET MINIMUM

LENGTH

1/2" MESH

HARDWARE CLOTH

ELEVATION

STONE FILTER

SECTION

STONE FILTER

0227000

STEEL POST

3'-0" M

IN

FILTER FABRIC

3'-0" M

IN

GRADE LINE

LIN

E W

IRES

BOTTOM STRAND

TOP STRAND

STAY WIRES

MIN

8"

MIN

2'-0"

MIN

8"

2'-2" M

IN

8'-0" MAX

GALV WIRE FABRIC

AND FILTER FABRIC.

BURY TOE OF FILTER

FABRIC A MIN OF 8"

ELEVATION

SILT FENCE

SECTION

SILT FENCE

1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY

ENGINEER) WITH 6'-0" POST SPACING DOES NOT REQUIRE

MESH SUPPORT FENCE.

2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.

NOTE:

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

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WILLIAM G.

Y

K

C

U

G-1 THESE NOTES ARE GENERAL AND SUPPLEMENT THE SPECIFICATIONS. THESE NOTES APPLY TO THE ENTIRE PROJECT UNLESS

MODIFIED OR NOTED OTHERWISE IN THE CONTRACT DOCUMENTS.

G-2 STANDARD DETAILS SHALL BE USED WHEN REFERRED TO OR WHEN NO MORE RESTRICTIVE OR DIFFERENT DETAILS ARE SHOWN ON

THE DRAWINGS.

G-3 DESIGN IS IN ACCORDANCE WITH AND CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE KENTUCKY BUILDING CODE.

THE DESIGN LOADS AND OTHER DESIGN VALUES GIVEN IN NOTES G-4 THROUGH G-7 WERE USED FOR DESIGN OF STRUCTURES

UNLESS NOTED OTHERWISE ON THE DRAWINGS.

G-4 LIVE LOADS:

GENERAL STRUCTURAL NOTES

F-1 CONCRETE (CAST-IN-PLACE) NOTES APPLY TO FOUNDATIONS.

F-2 ALLOWABLE SOIL BEARING PRESSURE

F-3 MINIMUM DEPTH FROM ADJACENT FINISHED GRADE TO BOTTOM OF FOUNDATION = 24 INCHES.

F-4 100-YEAR FLOOD ELEVATION IS 886.10. FINAL CLARIFIER NOS. 7 AND 8 ARE DESIGNED FOR A FLOODING EVENT TO ELEVATION

887.60 (TOP OF PERIMETER WALL).

F-5 THE ROCK ANCHOR SYSTEM IS A COMPLETELY PASSIVE SYSTEM IN ACCORDANCE WITH ACI 350R-04.

F-6 ROCK ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH SPECIFICATION SECTION 02216. ROCK ANCHOR ALLOWABLE

CAPACITY SHALL BE 110 KIPS.

STRUCTURAL METALS, CONTINUED

CONCRETE (CAST-IN-PLACE), CONTINUED

FOUNDATIONS

LEVEL

STRUCTURE

CLARIFIER BRIDGE

FINAL CLARIFIER NOS. 7 AND 8 50 PSF

PARAMETER

STRUCTURE

ALLOWABLE SOIL

BEARING PRESSURE

FINAL CLARIFIER NOS. 7 AND 8

40,000 PSF

M-7 ALUMINUM SHALL BE ALLOY 6061-T6 UNLESS NOTED OTHERWISE.

M-8 ALL BOLTS, ANCHOR BOLTS, AND CONCRETE ANCHORS CONNECTING ALUMINUM SHALL BE STAINLESS STEEL TYPE 316 FOR

UNDERWATER APPLICATIONS AND TYPE 304 FOR ALL OTHER APPLICATIONS.

M-9 DETAIL, FABRICATE, AND ERECT ALUMINUM IN ACCORDANCE WITH THE LATEST EDITION OF THE ALUMINUM ASSOCIATION

ALUMINUM DESIGN MANUAL.

M-10 ALUMINUM SHALL BE ISOLATED FROM CONTACT WITH CONCRETE AND DISSIMILAR METALS.

M-11 ALL GROOVE AND BUTT WELDS SHALL BE FULL PENETRATION.

M-12 FILLET WELD SIZES SHALL NOT BE LESS THAN THE MINIMUM SIZE REQUIRED BY AISC CODE FOR PLATE SIZES TO BE CONNECTED

AND SHALL BE APPLIED TO THE ENTIRE JOINT CONTACT LENGTH, AND NOT LESS THAN 3/16".

M-13 BOTTOM SURFACES OF BASE PLATES SHALL BE GROUTED TO ENSURE FULL BEARING CONTACT WITH CONCRETE SLAB.

M-14 WHENEVER ONE MEMBER IS FASTENED TO ANOTHER WITH FASTENINGS (BOLTS, WELDS, ETC.) SET AT A UNIFORM SPACING,

THERE SHALL BE A MINIMUM OF TWO FASTENINGS PER PIECE CONNECTED AND THE FIRST AND LAST FASTENINGS SHALL BE

LOCATED NOT TO EXCEED 0.25 OF FASTENER SPACING FROM EACH END.

M-15 BOLTED CONNECTIONS FOR STRUCTURAL STEEL SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC

(SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS).

M-16 STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1, STRUCTURAL WELDING CODE BY AMERICAN

WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION.

C-11 ALL EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER OR A 1/2" RADIUS TOOLED CORNER.

C-12 EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT

REQUIRED BY OTHER CONTRACT DOCUMENTS, SHALL BE PROVIDED FOR PRIOR TO PLACING CONCRETE.

C-13 REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY METAL PIPE, PIPE FLANGE, METAL CONDUIT, OR

OTHER METAL PARTS EMBEDDED IN CONCRETE. A MINIMUM CLEARANCE OF 2" SHALL BE PROVIDED.

C-14 DOWELS, ANCHOR BOLTS, PIPES, WATERSTOPS AND OTHER EMBEDDED ITEMS SHALL BE HELD SECURELY IN POSITION WHILE

CONCRETE IS BEING PLACED.

C-15 CONDUITS AND OTHER SIMILAR ITEMS EMBEDDED IN OR PENETRATING THROUGH CONCRETE SHALL BE SPACED ON CENTER NOT

LESS THAN 3 TIMES THEIR OUTSIDE DIMENSION, BUT NOT LESS THAN 2 1/2" CLEAR. WHEN SUCH ITEMS ARE EMBEDDED IN

WALLS OR SLABS, THEY SHALL NOT OCCUPY MORE THAN 1/3 OF THE MEMBER THICKNESS.

C-16 AT ALL TYPICAL CURBS, EQUIPMENT PADS, AND PIPE SUPPORT PIERS, REINFORCING DOWELS SHOWN MAY BE REPLACED WITH

MATCHING DOWELS SET IN EPOXY IN DRILLED HOLES AS SPECIFIED. DOWELS LOCATED CLOSER THAN 3" FROM ANY EDGE OF

CONCRETE SHALL NOT BE REPLACED WITH DRILLED DOWELS.

C-17 DRILLED ADHESIVE DOWELS AND CONCRETE ANCHORS (WHERE DOWELS OR ANCHORS ARE SHOWN TO BE PLACED INTO

HARDENED CONCRETE):

A) THE HOLE DIAMETER SHALL BE NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE REINFORCING BAR AT THE

DEFORMATIONS FOR DOWELS. THE HOLE DIAMETER SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS

FOR ANCHORS.

B) THE DEPTH OF EMBEDMENT SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE.

C) ADJUST THE DOWEL OR ANCHOR LOCATIONS AS NEEDED TO AVOID DRILLING THROUGH ANY REINFORCING BARS. IF THE

LOCATION NEEDS TO BE MODIFIED, CONTACT THE ENGINEER. CONTRACTOR SHALL USE NON-DESTRUCTIVE MEANS TO FIELD

LOCATE REINFORCEMENT PRIOR TO DRILLING HOLES FOR DOWELS OR ANCHORS.

C-18 CLEAR DISTANCE FROM ANCHOR RODS TO ANY CONCRETE EDGE SHALL BE 4" MINIMUM UNLESS NOTED OTHERWISE.

C-19 CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE ON THE JOB SITE FOR REVIEW BY THE ENGINEER.

G-5 SNOW LOAD:

GROUND SNOW LOAD (Pg) = 15 PSF

FLAT-ROOF SNOW LOAD (Pf) = 14 PSF

SNOW EXPOSURE FACTOR (Ce) = 1.00

SNOW LOAD IMPORTANCE FACTOR (Is) =1.10

THERMAL FACTOR (Ct) =1.20

G-6 WIND DESIGN CRITERIA:

BASIC WIND SPEED = 120 MPH

WIND IMPORTANCE FACTOR (Iw) = 1.0

WIND EXPOSURE = C

G-7 SEISMIC LOAD:

RISK CATEGORY = III

SEISMIC IMPORTANCE FACTOR (Ie) =1.25

SITE CLASS = B

MAPPED SPECTRAL RESPONSE ACCELERATIONS (Ss/S1) = 0.196/0.092

SPECTRAL RESPONSE ACCELERATIONS (SMS/SM1) = 0.196/0.092

SPECTRAL RESPONSE COEFFICIENTS (SDS/SD1) = 0.131/0.061

SEISMIC DESIGN CATEGORY = A

G-8 ALL DIMENSIONS INDICATED (*) SHALL BE VERIFIED EITHER BY FIELD MEASUREMENTS FOR EXISTING STRUCTURES OR BY SHOP

DRAWINGS FOR EQUIPMENT FURNISHED. STRUCTURAL DIMENSIONS NOT SHOWN BUT CONTROLLED BY OR RELATED TO EQUIPMENT

SHALL BE VERIFIED BY THE CONTRACTOR WITH THE MANUFACTURER PRIOR TO CONSTRUCTION.

G-9 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING INFORMATION IN THE FIELD AS REQUIRED FOR NEW WORK.

G-10 IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT SHALL BE AT THE CONTRACTOR'S OWN RISK

UNTIL THE CONFLICT IS RESOLVED.

G-11 EQUIPMENT ANCHOR BOLT SIZES, TYPES, EMBEDMENT AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. ALL BOLT

PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY OF PLACEMENT.

G-12 STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND

MANUFACTURER'S SHOP DRAWINGS.

G-13 STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE. DURING CONSTRUCTION, THE

STRUCTURES SHALL BE PROTECTED BY BRACING AND TEMPORARY SUPPORTS WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY

OCCUR. OVERSTRESSING OF ANY STRUCTURAL ELEMENT IS PROHIBITED.

G-14 IF CONTRACTOR DESIRES TO TEMPORARILY PLACE OR MOVE LOADS ON OR ADJACENT TO EXISTING STRUCTURES OR UTILITIES

DURING CONSTRUCTION PROCESS, CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY AND

AVOIDING OVERSTRESSING AND DAMAGING EXISTING STRUCTURES AND UTILITIES. CONTRACTOR SHALL SUBMIT STRUCTURAL

CALCULATIONS AND DRAWINGS VERIFYING PROPOSED CONSTRUCTION INCLUDING APPLICATION OF TEMPORARY CONSTRUCTION

LOADS WILL NOT OVERSTRESS OR DAMAGE EXISTING STRUCTURES AND UTILITIES. DRAWINGS AND CALCULATIONS SHALL BE

SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF KENTUCKY.

G-15 NO BACKFILL SHALL BE PLACED AGAINST ANY SUBSTRUCTURE WALLS UNLESS ALL ADJACENT SUPPORTING ELEMENTS HAVE

ACHIEVED DESIGN STRENGTH, OR WALLS HAVE BEEN PROPERLY BRACED, AND IN ANY CASE NOT SOONER THAN 28 DAYS AFTER THE

PLACING OF CONCRETE UNLESS APPROVED BY THE ENGINEER. SUPPORTING ELEMENTS SHALL INCLUDE ADJACENT WALLS, SLABS,

BEAMS AND COLUMNS.

G-16 LEAKAGE TESTING OF HYDRAULIC STRUCTURES SHALL NOT BEGIN UNTIL ALL STRUCTURAL ELEMENTS HAVE REACHED THE

SPECIFIED MINIMUM CONCRETE STRENGTH. BACKFILL SHALL NOT BE PLACED AROUND ANY HYDRAULIC STRUCTURE UNTIL THE

LEAKAGE TEST HAS BEEN COMPLETED UNLESS APPROVED BY THE ENGINEER.

STRUCTURAL METALS

M-1 DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, LATEST EDITION.

M-2 STEEL MATERIAL:

A) STRUCTURAL HSS: ASTM A500, GRADE C (46/50 KSI) OR A1085 (50 KSI)

B) STRUCTURAL PIPE: ASTM A53, GRADE B (35 KSI)

C) PLATES, BARS AND ANGLES: ASTM A36 UNO (36 KSI)

D) STRUCTURAL W SHAPES: ASTM A992 (50 KSI)

E) STRUCTURAL S, M, C & MC SHAPES: ASTM A36 (36 KSI)

F) STRUCTURAL HP ASTM A572 GRADE 50 (50 KSI)

G) RODS ASTM F1554 GRADE 36 (36 KSI)

M-3 PROVIDE MINIMUM 3/4" DIAMETER ASTM A325 HIGH STRENGTH BOLTS WITH SNUG TIGHTENED TYPE N CONNECTIONS FOR

STRUCTURAL STEEL UNLESS NOTED OTHERWISE. HOLES FOR BOLTS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE.

M-4 PROVIDE TYPICAL STEEL BEAM CONNECTIONS FOR A CAPACITY OF NOT LESS THAN THE TOTAL UNIFORM LOAD CAPACITY

TABULATED IN THE AISC TABLES FOR ALLOWABLE LOADS OF BEAMS UNLESS NOTED OTHERWISE.

M-5 DO NOT PAINT STEEL SURFACES WHICH ARE TO BE WELDED OR ARE TO BE ENCASED IN CONCRETE.

M-6 ALL STAINLESS STEEL FABRICATIONS EXPOSED TO UNDERWATER SERVICE SHALL BE TYPE 316. ALL OTHER STAINLESS STEEL

FABRICATIONS SHALL BE TYPE 304 UNLESS NOTED OTHERWISE.

CONCRETE (CAST-IN-PLACE)

C-1 DESIGN OF CONCRETE ELEMENTS INCLUDING WALLS, FORMED SLABS, BEAMS, AND COLUMNS IS IN ACCORDANCE WITH ACI 318

(CODE REQUIREMENTS FOR STRUCTURAL CONCRETE) AND 350 (CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING

CONCRETE STRUCTURES).

C-2 FOR CONCRETE MIX DESIGN SEE SPECIFICATION SECTION 03300.

C-3 CONCRETE STRENGTH CLASSES (28-DAY COMPRESSIVE STRENGTH):

A) CLASS A1 CONCRETE (4,500 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE TO BE USED IN ALL STRUCTURES.

B) CLASS A4 CONCRETE (4,500 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE TO BE USED WHERE SPECIFICALLY CALLED FOR

ON THE CONTRACT DRAWINGS OR AREAS WHERE SPECIFICALLY REQUESTED BY CONTRACTOR AND APPROVED BY ENGINEER.

C) CLASS B CONCRETE (3,000 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE USED FOR DUCT BANK ENCASEMENTS, CATCH

BASINS, FENCE AND GUARD POST EMBEDMENT, CONCRETE FILL, AND OTHER AREAS WHERE SPECIFICALLY NOTED ON

CONTRACT DRAWINGS.

C-4 ALL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. WHERE REINFORCEMENT IS TO BE WELDED IN ACCORDANCE

WITH AWS D1.4, ASTM A706 GRADE 60 SHALL BE USED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

C-5 CONCRETE COVER FOR REINFORCING (UNLESS NOTED OTHERWISE ON THE DRAWINGS):

A) CONCRETE DEPOSITED DIRECTLY AGAINST SOIL: 3"

B) CONCRETE EXPOSED TO WEATHER (#5 OR SMALLER): 1 1/2"

CONCRETE EXPOSED TO WEATHER (#6 OR LARGER): 2"

C) SLABS: 1 1/2"

AT SURFACES CONTACTING FLUID: 2"

D) BEAMS AND COLUMNS (TO MAIN REINFORCEMENT): 2"

BEAMS AND COLUMNS (TO COLUMN TIES OR STIRRUPS): 1 1/2"

E) WALLS 12" OR MORE: 2"

WALLS LESS THAN 12" (#5 OR SMALLER): 1 1/2"

WALLS LESS THAN 12" (#6 OR LARGER): 2"

F) FOR SURFACES EXPOSED TO FLUID IN BEAMS, COLUMNS AND WALLS: ADD 1/2" TO ABOVE VALUES

C-6 SPLICES SHALL BE CLASS "B" CONFORMING TO THE PROVISIONS OF ACI 318 UNLESS NOTED OTHERWISE. SPLICE LENGTH FOR

TWO DIFFERENT SIZED BARS TO BE LAP SPLICED TOGETHER SHALL BE THE LENGTH OF THE LARGER BAR UNLESS NOTED

OTHERWISE.

C-7 CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. CONSTRUCTION JOINTS NOT SHOWN SHALL BE

SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL OF THE ENGINEER PRIOR TO SUBMITTING REBAR SHOP DRAWINGS.

VERTICAL CONSTRUCTION JOINTS IN WALLS AND HORIZONTAL JOINTS IN SLABS SHALL BE PROVIDED AT A SPACING NOT

GREATER THAN 45 FEET ON CENTER. FOR EXPOSED WALLS WITH FLUID OR EARTH ON THE OPPOSITE SIDE, THE SPACING

BETWEEN VERTICAL AND HORIZONTAL JOINTS SHALL BE A MAXIMUM OF 25 FEET.

C-8 WHERE HORIZONTAL CONSTRUCTION JOINTS, LOCATED ABOVE THE FOUNDATION SLAB, EXTEND BEYOND WHERE NEEDED, THEY

SHALL BE TERMINATED AT A VERTICAL CONSTRUCTION JOINT APPROVED BY THE ENGINEER.

C-9 ALL JOINTS WHICH ARE IN MEMBERS IN CONTACT WITH LIQUID OR BELOW GRADE SHALL HAVE A WATERSTOP. CONSTRUCTION

JOINTS SHALL HAVE A 6" PVC RIBBED WATERSTOP. EXPANSION JOINTS SHALL HAVE A 9" PVC CENTER BULB RIBBED

WATERSTOP. IN VERTICAL JOINTS, WATERSTOPS SHALL TERMINATE NO LESS THAN 18" ABOVE THE MAXIMUM WATER SURFACE

OR 18" ABOVE GRADE, WHICHEVER IS HIGHER.

C-10 SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB THICKNESS MAINTAINED AS THE MINIMUM. SLAB BOTTOMS

CAN EITHER SLOPE WITH THE TOP SURFACE OR BE LEVEL. REINFORCEMENT IN SLABS WITH SLOPING SURFACES SHALL BE

PLACED AT THE REQUIRED CLEARANCE FROM THE SLAB SURFACE.

DEMOLITION

D-1 FOR DEMOLITION REQUIREMENTS, REFER TO SPECIFICATION 01540 - DEMOLITION AND REMOVAL OF EXISTING STRUCTURES AND

EQUIPMENT AND 02050 - DEMOLITION.

D-2 CONCRETE DEMOLITION WITHIN STRUCTURES BEING MODIFIED SHALL BE SELECTIVE DEMOLITION BY CORE DRILLING OR

SAWCUTTING AND CAREFUL REMOVAL OF CONCRETE SHOWN TO BE REMOVED. NO OVER CUTTING OF AREAS TO BE DEMOLISHED

SHALL BE PERMITTED. CONTRACTOR SHALL CORE DRILL CORNERS OF OPENING PRIOR TO SAWCUTTING. EXPLOSIVES AND VIBRATORY

HAMMERS SHALL NOT BE USED FOR DEMOLITION WORK.

D-3 UNLESS ANCHORING DEVICES AND/OR REINFORCEMENT IS NOTED TO REMAIN FOLLOWING DEMOLITION, REMOVE AND/OR BURN

BACK ANCHORS AND REINFORCEMENT STEEL 1/2" MIN BELOW SURFACE AND VOIDS CREATED SHALL BE FILLED WITH EPOXY RESIN

BINDER. SUCH AS "SIKADUR 52" BY SIKA CORPORATION, "DURALCRETE LV" BY EUCLID CHEMICAL COMPANY, OR EQUAL.

D-4 EMBEDDED CONDUIT ENCOUNTERED DURING DEMOLITION WORK LIMITS SHALL BE PERMANENTLY REROUTED AS NECESSARY.

CONTRACTOR SHALL SUBMIT PROPOSED MEANS OF REROUTING ANY INTERFERING CONDUIT.

D-5 PRIOR TO DEMOLITION OF SMALL OPENINGS (LESS THAN 6 INCHES IN SIZE) FOR PENETRATIONS, ETC., CONTRACTOR SHALL USE

NON-DESTRUCTIVE MEANS TO FIELD LOCATE REINFORCEMENT. OPENINGS SHALL BE LOCATED TO AVOID CUTTING THROUGH EXISTING

REINFORCEMENT, IF POSSIBLE. EXISTING REINFORCEMENT SHALL NOT BE CUT WITHOUT APPROVAL OF ENGINEER.

D-6 CONCRETE SURFACES LEFT EXPOSED FOLLOWING DEMOLITION SHALL BE SEALED WITH EPOXY RESIN COATING SUCH AS

"SIKAGARD" BY SIKA CORPORATION, "DURACOTE 240" BY TAMMS INDUSTRIES, OR APPROVED EQUAL.

D-7 DETAILED CONSTRUCTION AND DEMOLITION PLAN SHALL BE SUBMITTED TO THE ENGINEER AND APPROVED BY THE ENGINEER

AND OWNER PRIOR TO BEGINNING CONSTRUCTION. ANY SHUTDOWNS SHALL BE SUBMITTED TO, COORDINATED WITH, AND

APPROVED BY THE OWNER. ONCE APPROVED, CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) WEEKS NOTICE TO OWNER

PRIOR TO SHUTDOWN.

A-1 ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS SHALL BE DESIGNED AND INSTALLED TO RESIST THE

CONTROLLING CONDITION OF OPERATIONAL FORCES OR SEISMIC FORCES IN ACCORDANCE WITH THE GOVERNING BUILDING CODE.

SEISMIC FORCES SHALL ALSO BE AS PER ASCE 7. COMPONENT SEISMIC ATTACHMENTS SHALL BE BOLTED, WELDED, OR OTHERWISE

POSITIVELY FASTENED WITHOUT CONSIDERATION OF FRICTIONAL RESISTANCE PRODUCED BY THE EFFECTS OF GRAVITY. A

CONTINUOUS LOAD PATH OF SUFFICIENT STRENGTH AND STIFFNESS BETWEEN THE COMPONENT AND THE SUPPORTING STRUCTURE

SHALL BE PROVIDED. CONNECTIONS FOR BOTH ORTHOGONAL DIRECTIONS (TRANSVERSE AND LONGITUDINAL) SHALL BE DESIGNED

BY THE CONTRACTOR'S ENGINEER CURRENTLY REGISTERED IN THE STATE OF KENTUCKY.

A-2 COMPONENT REACTION FORCES AT THE POINT OF ATTACHMENT TO THE STRUCTURE SHALL BE SUBMITTED TO AND COORDINATED

WITH THE ENGINEER FOR CONFIRMATION SUPPORTING STRUCTURE CAN WITHSTAND REACTION FORCES.

A-3 CONTRACTOR SHALL PROVIDE SPECIAL SEISMIC CERTIFICATION (SSC) FROM MANUFACTURER OF EQUIPMENT FOR ALL SYSTEMS

DEEMED NECESSARY BY SPECIFICATIONS. SPECIAL SEISMIC CERTIFICATION SHALL BE IN COMPLIANCE WITH ASCE 7.

NONSTRUCTURAL COMPONENT ANCHORAGE

SI-1 SPECIAL PERIODIC AND CONTINUOUS INSPECTIONS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND THE KENTUCKY

BUILDING CODE. PERIODIC INSPECTION OF STRUCTURAL STEEL, WELDED STUDS, ROOF DECK, LIGHT GAGE STEEL FRAMING,

ROOF TRUSSES WELDED CONNECTIONS, AND REINFORCING STEEL ARE REQUIRED. CONTINUOUS INSPECTION OF WELDED

REINFORCEMENT STEEL IS REQUIRED.

X-1 ALL EXISTING INFORMATION SHOWN ON THESE DRAWINGS INCLUDING LOCATION, DIMENSIONS, ELEVATIONS, AND CONFIGURATIONS

IS DERIVED FROM THE FOLLOWING DRAWINGS AND IS NOT GUARANTEED TO BE COMPLETE OR CORRECT: WEST HICKMAN CREEK

WASTEWATER TREATMENT PLANT EXPANSION/IMPROVEMENTS DATED JANUARY 2000, RECORD DRAWINGS AUGUST 2001, BY PDR

ENGINEERS, INC. LFUCG CONTRACT NO. 739, AND REPAIR OF EXISTING CLARIFIER NO. 8 BY FREELAND HARRIS CONSULTING

ENGINEERS, DATED 11/03/2011.

X-2 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING INFORMATION IN THE FIELD AS REQUIRED FOR DEMOLITION AND

MODIFICATIONS.

EXISTING INFORMATION

SPECIAL INSPECTIONS

P. SUESS

P. SUESS

S01

STRUCTURAL

GENERAL NOTES

W. LEADBITTER

EX 18" INV 870.00±

EL 871.24±

EL 871.57±

EL 872.24±

EX 12" INV 870.45±

EL 872.74±

EL 862.67±

EX 48" INV 865.00±

EL 870.45±

EL 871.24±

EL 871.57±

EL 872.24±

EL 872.74±

EX 48" INV 865.00±

EL 862.67±

20" 12" 14" 4'-7"3'-9"

12'-2"

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

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E

O

T

E

O

E

E

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A

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LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S400


STRUCTURAL

DEMOLITION BOTTOM PLAN

W. LEADBITTER


1/8" = 1'-0"

B

A A

RAD=18'-0"

RAD=25'-6"

RAD=33'-0"

RAD=40'-6"

RAD=48'-0"

RAD=55'-6"

7

.

5

°

U

N

O

45°

4

5

°

T

A

N

K

I

N

S

I

D

E

R

A

D

=

6

2

'

-

6

"

5

7

'-

9

"

R

A

D

1

5

°

T

Y

P

NOTE: SLAB NOT SHOWN FOR CLARITY

DETAIL1

3/8" = 1'-0"

CLARIFIER CENTERWELL

S400

6" 6"

6"

6"

3'-9"

3'-9"

B

R

2

'

-

3

"

R

2

'

-

9

"

RAD=63'-0"

2" GROUT BED TO BE

REMOVED, TYP (FC7 AND FC8)

CONCRETE SLAB TO BE


2" GROUT BED TO BE


KEY PLAN

1/64" = 1'-0"

FC 8 FC 7

4"Ø PRV TO BE LEFT IN PLACE, TYP OF 24

APPROX LOCATION OF EX ROCK ANCHORS

TO BE REMOVED, SEE NOTE 2, TYP

ABANDON ROCK ANCHORS IN PLACE, SEE NOTE 3, TYP

2" GROUT BED TO BE FULLY

REMOVED FROM BOTTOM SLAB

CONCRETE SLAB AND 2" GROUT

BED TO BE REMOVED

NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND

ELEVATIONS, AND REPORT ANY DISCREPANCIES TO THE

ENGINEER PRIOR TO COMMENCING DEMOLITION WORK.

ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON

RECORD DRAWINGS PER NOTE X-1/S01.

2. CONTRACTOR SHALL CUT AND REMOVE EXISTING ROCK

ANCHORS AT THE TOP OF EXISTING ROCK OR A MINIMUM

OF 12" BELOW NEW SLAB.

3. CONTRACTOR SHALL LEAVE IN PLACE ROCK ANCHORS

CAST IN THE EXISTING CLARIFIER WALL FOOTER

(R63'-0").

4. CONTRACTOR SHALL ABANDON IN PLACE ANY ROCK

ANCHORS CAST IN THE CLARIFIER CENTERWELL (R10'-6").

5. EXISTING CLARIFIER MECHANISM IS NOT SHOWN.

CONTRACTOR SHALL REMOVE EXISTING MECHANISM

PRIOR TO STARTING DEMOLITION AND STORE ON SITE

FOR THE DURATION OF THE WORK UNTIL IT IS

REINSTALLED. SEE ADDITIONAL CLARIFIER MECHANISM

NOTES ON DRAWING S401.

6. CONTRACTOR SHALL TAKE PRECAUTIONS DURING

DEMOLITION TO PREVENT DAMAGE TO THE EXISTING 12"

D, 48" NRE AND 18" NRSL. ANY PIPING DAMAGED BY THE

CONTRACTOR DURING DEMOLITION OR NEW WORK SHALL

BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.

7. CONTRACTOR SHALL PROVIDE A SYSTEM TO DEWATER

CLARIFIERS PER SPECIFICATION SECTION 02140. SYSTEM

SHALL CONVEY GRAY WATER TO THE NITRIFICATION

RETURN BOX AND CLEAN WATER TO A STORM SEWER

NEAR CLARIFIER NO. 7 AND 8.

8. CONTRACTOR SHALL BE AWARE OF POTENTIAL VOIDS IN

#57 STONE BASE AND EXHIBIT CAUTION WHEN REMOVING

THE CONCRETE BASE SLAB. EXISTING SUBGRADE SHALL

BE INSPECTED BY A GEOTECHNICAL ENGINEER AFTER

DEMOLITION AND EXCAVATION IS COMPLETE.

GROUT FILL TO BE REMOVED

CONCRETE SLAB TO BE


SECTION B-B

3/8" = 1'-0"

SECTION A-A

3/8" = 1'-0"

S401

A

EX 48" NRE

(UNDER BRIDGE)

EX 12" D

EX 18" NRSL

EX 12" D

EX 48" NRE

EX 18" NRSL

CLARIFIER

CENTERWELL

1

S400

1

4

"

6

"

4

'-

9

"

T

A

N

K

I

N

S

I

D

E

D

I

A

=

1

2

5

'

-

0

"

ABANDON ROCK ANCHORS IN PLACE, SEE NOTE 4, TYP

GROUT FILL TO BE REMOVED

GROUT FILL

REMOVE CENTERWELL TO TOP OF EX

48" NRE, SEE NOTE 6, (FC 7 ONLY)

REMOVE CENTERWELL TO TOP OF EX

48" NRE, SEE NOTE 6, (FC 7 ONLY)

TYP 18'-0" RAD

TYP 10'-6" RAD

RAD=10'-6"

5°

EL 887.60±

EL 885.39±

EL 873.28±

EL 883.67±

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

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F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S401


STRUCTURAL

DEMOLITION TOP PLAN AND SECTION

W. LEADBITTER

DEMOLITION TOP PLAN

1/8" = 1'-0"

SECTIONA

3/8" = 1'-0" S400

10"

6"

12" 2'-6"

12"

6"

18"

3" 14" 6"

6'-8"

NOTES:

1. CONTRACTOR SHALL REMOVE ALL CLARIFIER

MECHANISM PARTS FROM THE CLARIFIER PRIOR

TO COMMENCING DEMOLITION OF THE CONCRETE

BASE SLAB. PARTS INCLUDE BUT ARE NOT

LIMITED TO: CENTER FEED WELL, RAKE ARMS,

SCUM TROUGH, SKIMMER, BRIDGE, RAILING AND

CLARIFIER MOTOR. REFERENCE SPECIFICATION

SECTION 11461.

2. CONTRACTOR SHALL REINSTALL AND START-UP

ALL CLARIFIER MECHANISM PARTS AND

EQUIPMENT REMOVED AS A PART OF THE BASE

CONTRACT.

3. CONTRACTOR SHALL SANDBLAST, CLEAN AND

PAINT ALL FERROUS METAL ORIGINALLY COATED

ON CLARIFIER MECHANISM, SCUM TROUGH, SCUM

BOX, CLARIFIER SUPPORTS, SKIMMER, AND

EXPOSED PROCESS PIPING AS A PART OF THE

BASE CONTRACT PER SPECIFICATION SECTION

09900 - PAINTING.


PAINT CLARIFIER NO. 7 BRIDGE AS A PART OF

THE BASE CONTRACT PER SPECIFICATION

SECTION 09900 - PAINTING.

5. CONTRACTOR SHALL REMOVE, DISASSEMBLE AND

SHIP THE EXISTING WALKER CLARIFIER

MECHANISM EQUIPMENT TO THE WALKER

PROCESS REPAIR FACILITY WHERE CONTRACTOR

SHALL HAVE EQUIPMENT REPAIRED/REHABBED

PER SPECIFICATION SECTION 11461.


CLARIFIER MECHANISM EQUIPMENT FOR

OPERATION.

7. CONTRACTOR IS RESPONSIBLE FOR PROTECTION,

REMOVAL AND REPLACEMENT OF ALL CLARIFIER

WEIRS, BAFFLES, HAND RAILS, AND DENSITY

CURRENT BAFFLES WITHIN THE CLARIFIER.

CONTRACTOR SHALL REPLACE ANY DAMAGED

WEIRS, BAFFLES, HANDRAILS AND DENSITY

CURRENT BAFFLES AT THE CONTRACTOR'S

EXPENSE. REPLACEMENT COST IS NOT INCLUDED

IN THE BASE CONTRACT.

8. CONTRACTOR SHALL DISCONNECT, ROUTE/PULL

AND ISOLATE ALL CLARIFIER ELECTRICAL AND

INSTRUMENTATION CABLES AS NEEDED. NO NEW

ELECTRICAL AND INSTRUMENTATION WORK IS

INCLUDED IN THE BASE CONTRACT.

9. CONTRACTOR SHALL REMOVE AND REINSTALL, TO

OPERATIONAL CONDITION, ALL EXISTING

ELECTRICAL EQUIPMENT AND APPURTENANCES AS

NEEDED TO COMPLETE THE SCOPE OF WORK.

10. CONTRACTOR SHALL REPLACE ANY EXISTING

COUPLINGS, GASKETS AND BOLTS ASSOCIATED

WITH THE SCUM BOX AND SCUM PIPING FOUND

NON-OPERATIONAL OR DISTRESSED CONDITION.

11. REMOVE EXISTING STONE AS REQUIRED FOR

EXCAVATION, ROCK ANCHOR INSTALLATION AND

SLAB PLACEMENT.

2" GROUT BED TO BE REMOVED FROM WALL FOOTER

ROCK ANCHORS TO BE REMOVED, SEE NOTE 2/S400, TYP

2'-0"

TYP

8" CONC SLAB AND 2" GROUT BED TO BE REMOVED

FC 8 FC 7

EX 2'-0" MIN #57 STONE, TOF TO WITHIN 2'-0" OF FIN GR, TYP


EX #57 STONE 6" MIN UNDER SLAB,

SEE NOTE 11, TYP

KEY PLAN

1/64" = 1'-0"

R

A

D

=

5

9

'-4

"

T

A

N

K

I

N

S

I

D

E

Ø

1

2

5

'

-

0

"

S401

A

RAD=63'-8"

1

2

"

1

0

"

2

'-6

"

T

A

N

K

I

N

S

I

D

E

R

A

D

=

6

2

'

-

6

"

ROCK ANCHORS TO BE LEFT IN PLACE, SEE NOTE 3/S400, TYP

EX CLARIFIER MECHANISM AND PARTS

SHALL BE REMOVED PRIOR TO DEMOLITION

OF THE CLARIFIER BASE SLAB, SEE NOTE 1

EX CLARIFIER BRIDGE TO BE

REMOVED, SEE NOTE 1

EX SCUM TROUGH AND SCUM BOX

TO BE REMOVED, SEE NOTE 1

EX STAIRS MAY REMAIN IN

PLACE DURING CONSTRUCTION

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

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P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S402


STRUCTURAL


W. LEADBITTER


1/8" = 1'-0"

NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING

DIMENSIONS AND ELEVATIONS, AND REPORT ANY

DISCREPANCIES TO THE ENGINEER PRIOR TO

COMMENCING DEMOLITION WORK. ELEVATIONS

SHOWN ON THE DRAWINGS ARE BASED ON

RECORD DRAWINGS PER NOTE X-1/S01.

2. CONTRACTOR SHALL CUT AND REMOVE EXISTING

ROCK ANCHORS AT THE TOP OF ROCK OR A

MINIMUM OF 12" BELOW NEW SLAB.

3. CONTRACTOR SHALL LEAVE IN PLACE ROCK

ANCHORS CAST IN THE EXISTING CLARIFIER WALL

FOOTER (R63'-0").

4. CONTRACTOR SHALL ABANDON IN-PLACE ANY

ROCK ANCHORS POTENTIALLY CAST IN THE

CLARIFIER CENTERWELL (R10'-6").

5. EXISTING CLARIFIER MECHANISM IS NOT SHOWN.

CONTRACTOR SHALL REMOVE EXISTING

MECHANISM PRIOR TO STARTING DEMOLITION

AND STORE ON SITE FOR THE DURATION OF THE

WORK UNTIL IT IS REINSTALLED. SEE ADDITIONAL

CLARIFIER MECHANISM NOTES ON S403.

6. CONTRACTOR SHALL TAKE PRECAUTIONS DURING

DEMOLITION TO PREVENT DAMAGE TO THE

EXISTING 12" D, 48" NRE AND 18" NRSL. ANY

PIPING DAMAGED BY THE CONTRACTOR DURING

DEMOLITION OR NEW WORK SHALL BE REPLACED

AT NO ADDITIONAL COST TO THE OWNER.

7. CONTRACTOR SHALL PROVIDE A SYSTEM TO

DEWATER CLARIFIERS PER SPECIFICATION

SECTION 02140. SYSTEM SHALL CONVEY GRAY

WATER TO THE NITRIFICATION RETURN BOX AND

CLEAN WATER TO A STORM SEWER NEAR

CLARIFIER NO. 7 AND 8.

8. CONTRACTOR SHALL BE AWARE OF POTENTIAL

VOIDS IN #57 STONE BASE AND EXHIBIT CAUTION

WHEN REMOVING THE CONCRETE BASE SLAB.

EXISTING SUBGRADE SHALL BE INSPECTED BY A

GEOTECHNICAL ENGINEER AFTER DEMOLITION

AND EXCAVATION IS COMPLETE.

9. LIMITED PORTIONS OF THE 8" AND 12" SLAB HAVE

BEEN PREVIOUSLY REMOVED BY THE OWNER

THROUGH SELECTIVE DEMOLITION. THIS WORK IS

NOT SHOWN ON THE DEMOLITION BOTTOM PLAN.


APPROX LOCATION OF EX ROCK ANCHORS, SEE NOTE 2, TYP

ABANDON IN PLACE, SEE NOTE 3, TYP

2" GROUT BED TO BE FULLY

REMOVED FROM BOTTOM SLAB

CONC SLAB AND 2" GROUT BED TO BE REMOVED

KEY PLAN

1/64" = 1'-0"

FC 8 FC 7

RAD=25'-6"

RAD=33'-0"

RAD=40'-6"

RAD=48'-0"

RAD=55'-6"

7

.

5

°

U

N

O

45°

TYP, 10'-6" RAD

4

5

°

T

Y

P

,

1

8

'

-

0

"

R

A

D

1

5

°

T

Y

P

1

S400

RAD=63'-0"

5°

6"Ø PRV TO BE REMOVED, TYP OF 20

S401

A

LIMITS OF 12" CONC SLAB REPAIR, SEE NOTE X-1/S01

APPROX LOCATION OF EX ROCK ANCHORS SEE NOTE 2, TYP

EX 12" D

EX 18" NRSL

1

4

"

4

'-9

"

T

A

N

K

I

N

S

I

D

E

R

A

D

=

6

2

'

-

6

"

R

A

D

=

5

7

'-9

"

RAD=18'-0"

SIM

ABANDON IN PLACE, SEE NOTE 4, TYP

CLARIFIER

CENTERWELL

SIM

EX 48" NRE

(UNDER BRIDGE)

RAD=10'-6"

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

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E

O

T

E

O

E

E

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I

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F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S403


STRUCTURAL

DEMOLITION TOP PLAN

W. LEADBITTER

DEMOLITION TOP PLAN

1/8" = 1'-0"

FC 8 FC 7

KEY PLAN

1/64" = 1'-0"

NOTES:

1. CONTRACTOR SHALL REMOVE ALL CLARIFIER

MECHANISM PARTS FROM THE CLARIFIER PRIOR

TO COMMENCING DEMOLITION OF THE CLARIFIER

BASE SLAB. PARTS INCLUDE BUT ARE NOT LIMITED

TO: CENTER FEED WELL, RAKE ARMS, SCUM

TROUGH, SKIMMER, BRIDGE, RAILING AND

CLARIFIER MOTOR.


ALL CLARIFIER MECHANISM PARTS AND

EQUIPMENT REMOVED AS A PART OF THE BASE

CONTRACT.


PAINT ALL STEEL ORIGINALLY PAINTED ON

CLARIFIER MECHANISM, SCUM TROUGH, SCUM

BOX, CLARIFIER SUPPORTS, SKIMMER, AND

EXPOSED PROCESS PIPING AS A PART OF THE


09900.


PAINT CLARIFIER NO. 8 BRIDGE AS A PART OF THE


09900.

5. CONTRACTOR SHALL REMOVE, DISASSEMBLE AND

SHIP THE EXISTING WALKER CLARIFIER

MECHANISM EQUIPMENT TO THE WALKER

PROCESS REPAIR FACILITY WHERE CONTRACTOR

SHALL HAVE EQUIPMENT REPAIRED/REHABBED

PER SPECIFICATION SECTION 11461.


CLARIFIER MECHANISM EQUIPMENT FOR

OPERATION.

7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL,

PROTECTION, AND REINSTALLATION OF ALL

CLARIFIER WEIRS, BAFFLES, HAND RAILS, AND

DENSITY CURRENT BAFFLES WITHIN THE

CLARIFIER. CONTRACTOR SHALL REPLACE ANY

DAMAGED WEIRS, BAFFLES, HANDRAILS AND

DENSITY CURRENT BAFFLES AT NO COST TO THE

OWNER.

8. CONTRACTOR SHALL DISCONNECT, ROUTE/PULL

AND ISOLATE ALL CLARIFIER ELECTRICAL AND

INSTRUMENTATION CABLES AS NEEDED. NO NEW

ELECTRICAL AND INSTRUMENTATION WORK IS

INCLUDED IN THE BASE CONTRACT.

9. CONTRACTOR SHALL REMOVE AND REINSTALL ALL

EXISTING ELECTRICAL EQUIPMENT AND

APPURTENANCES TO OPERATIONAL CONDITION AS

NEEDED TO COMPLETE THE SCOPE OF WORK.

10. CONTRACTOR SHALL REPLACE ANY EXISTING

COUPLINGS, GASKETS AND BOLTS ASSOCIATED

WITH THE SCUM BOX AND SCUM PIPING FOUND

NON-OPERATIONAL OR DISTRESSED CONDITION.

11. A PORTION OF THE RAKE ARM ASSEMBLY HAS

PREVIOUSLY BEEN REMOVED FROM THE MAIN

MECHANISM. CONTRACTOR SHALL REATTACH THE

SECTION THAT HAS BEEN REMOVED. ALL

CONNECTIONS SHALL BE APPROVED BY WALKER

AND THE ENGINEER. ALL PAINTING

REQUIREMENTS ALSO APPLY TO THE PREVIOUSLY

REMOVED ASSEMBLY.

T

A

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I

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1

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5

'

-

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"

S401

A

R

A

D

=

5

9

'-4

"

T

A

N

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I

N

S

I

D

E

Ø

1

2

5

'

-

0

"

1

2

"

1

0

"

2

'-6

"

T

A

N

K

I

N

S

I

D

E

R

A

D

=

6

2

'

-

6

"

EXISTING CLARIFIER MECHANISM AND

PARTS SHALL BE REMOVED, SEE NOTE 1

CLARIFIER BRIDGE SHALL BE REMOVED

FROM THE CLARIFIER PRIOR TO

DEMOLITION OF CLARIFIER BASE SLAB

EX SCUM TROUGH AND SCUM BOX SHALL

BE REMOVED PRIOR TO DEMOLITION OF

CLARIFIER BASE SLAB

EX STAIRS MAY REMAIN IN PLACE

DURING CONSTRUCTION

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

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E

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FK

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O

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F

O

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LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

NOTES:

1. ROCK ANCHORS SHALL BE 1 1/4" Ø MINIMUM HIGH

STRENGTH (150 KSI) THREADED BARS AS

MANUFACTURED BY WILLIAMS FORM ENGINEERING

OR DYWIDAG-SYSTEMS INTERNATIONAL, OR

APPROVED EQUAL. ROCK ANCHORS SHALL BE

GROUT BONDED WITH STRESSING LENGTHS AND

BOND LENGTHS AS NECESSARY TO DEVELOP A

MINIMUM ALLOWABLE UPLIFT LOAD OF 110 KIPS.

ANCHORS SHALL BE LOAD TESTED IN

ACCORDANCE WITH THE REQUIREMENTS OF

SPECIFICATION 02216.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING ROCK ANCHOR STRESSING AND

LOCKOFF METHOD PRIOR TO PLACEMENT OF THE

CLARIFIER BOTTOM SLAB. A CASING PIPE METHOD

IS SHOWN. ALTERNATIVELY, REINFORCED

CONCRETE PEDESTALS (NOT SHOWN) BEARING ON

BEDROCK AND EXTENDING TO THE BOTTOM OF

THE CLARIFIER SLAB MAY BE USED. DESIGN AND

INSTALLATION OF EITHER SYSTEM SHALL BE THE

COMPLETE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS

FOR TOP OF EXISTING ROCK (SPACING TO MATCH

NEW ROCK ANCHOR LOCATIONS) AFTER REMOVAL

OF THE EXISTING BASE SLABS AND PRIOR TO

INSTALLATION OF NEW ROCK ANCHORS.

ELEVATIONS SHALL BE USED TO CONFIRM ROCK

ANCHOR DESIGN AND INSTALLATION. TOP OF

ROCK IS ANTICIPATED TO BE WITHIN ONE OR TWO

FEET OF THE BOTTOM OF THE EXISTING SLAB AT A

RADIUS OF APPROXIMATELY 20 FEET AND

OUTWARD. FROM A RADIUS OF 20 FEET AND

INWARD TOP OF ROCK IS ANTICIPATED TO SLOPE

DOWNWARD TO ONE OR TWO FEET BELOW THE

CENTERWELL. ADJACENT TO EXISTING PIPES, TOP

OF ROCK IS ANTICIPATED TO BE ONE OR TWO

FEET BELOW PIPE INVERTS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING MEANS OF PREVENTING EXCESSIVE

GROUT LOSS, SUCH AS GROUT SOCKS OR

PRE-GROUTING, IF NECESSARY.

5. CONTRACTOR SHALL FIELD VERIFY LOCATION OF

ALL ROCK ANCHORS AND NOTIFY ENGINEER OF

INTERFERENCES. ENGINEER WILL PROVIDE

REVISED ANCHOR LOCATIONS.

18" M

IN

2" M

IN

CO

VER

12'-0" M

IN

IM

UM

STRESSIN

G LEN

GTH

SEE N

OTE 1

10'-0" M

IN

IM

UM

BO

ND

LEN

GTH

SEE N

OTE 1

SMOOTH PLASTIC SLEEVE

P. SUESS

P. SUESS

S404


STRUCTURAL

ROCK ANCHOR PLAN

W. LEADBITTER

DETAIL3

3/4" = 1'-0"

TYPICAL ROCK ANCHOR

S404

ROCK ANCHOR PLAN

1/8" = 1'-0"

3

S404

RA-01

RA-02

RA-03

RA-08 RA-09 RA-10 RA-11 RA-12 RA-13 RA-14

KEY PLAN

1/64" = 1'-0"

FC 8 FC 7

END CAP

TYP

RA-04

RA-05

RA-06

RA-07

RA-15

RA-16

RA-17

RA-18 RA-19 RA-20 RA-21 RA-22 RA-23

RA-24

RA-25 RA-26 RA-27 RA-29 RA-30 RA-31 RA-32 RA-33 RA-34

RA-28


RA-45 RA-46 RA-47 RA-48 RA-49 RA-50 RA-51 RA-52 RA-53 RA-54

RA-39


RA-65

RA-66 RA-67 RA-68 RA-69 RA-70 RA-71 RA-72 RA-73

RA-74


RA-85 RA-86

RA-84 RA-87

RA-83 RA-88

1 1/4"Ø THREADED BAR, GRADE 150,

FULL LENGTH OF ANCHOR, DOUBLE

CORROSION PROTECTION, SEE NOTE 1

SMOOTH PVC SHEATHING FILLED

WITH ALL-WEATHER GREASE

PROVIDE PVC CENTRALIZERS AT MAX 10'-0" OC

VERTICALLY, MINIMUM OF 2 PER BOND ZONE

4" DIA MIN CORED OR DRILLED HOLE

GROUT, SEE NOTE 4

CORRUGATED PLASTIC SLEEVE

EXISTING BEDROCK, DEPTH

VARIES, SEE NOTE 3

STRESSING PLATE, WASHER AND

NUT AS REQUIRED, SEE NOTE 2

6"x6"x1" ANCHOR PLATE, FULL

HEX NUT TOP W/ WASHER AND

HALF NUT BELOW, ALL GALV

CLARIFIER BOTTOM SLAB, EL

VARIES (GROUT NOT SHOWN)

SEAL

GROUT

STEEL CASING PIPE AS

REQUIRED, SEE NOTE 2

6" MINIMUM #57 STONE

51'-9" 51'-9"

9 SPACES @ 11'-6" = 103'-6"

51'-9"

51'-9"

9 SPACES @

11'-6" =

103'-6"

2'-0"

TYP

2'-0"

TYP

2'-0"

TYP

2'-0"

TYP

3'-3"

TYP

3'-3"

TYP

3'-3"

TYP

3'-3"

TYP

18"

18"

18"

18"

7'-6"

7'-6"

7'-6"

21"

3'-3"

TYP

3'-3"

TYP

5'-9"

TYP

5'-9"

TYP

5'-9"

TYP

5'-9"

TYP

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

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C

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L

FK

E

O

T

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E

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F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S405


STRUCTURAL

BOTTOM PLAN

W. LEADBITTER

BOTTOM PLAN

1/8" = 1'-0"

NOTES:

1. CONTRACTOR SHALL ABANDON PRV'S IN PLACE BY

INSTALLING ANSI B16.1 DUCTILE IRON BLIND

FLANGES WITH GASKETS. BLINDS SHALL HAVE A

MINIMUM PRESSURE RATING OF 250 PSI WITH 125

LB AMERICAN STANDARD FLANGES. CONTRACTOR

SHALL VERIFY PRV BOLT PATTERN AND DIAMETER

PRIOR TO INSTALLING BLINDS. REPORT ANY


COMMENCING WORK. DO NOT INSTALL BLIND

FLANGES UNTIL NEW WORK IS COMPLETE.

2. CONTRACTOR SHALL INSPECT EXISTING 12"

DRAIN, 18" NRSL AND 48" NRE PROCESS PIPES

WITHIN CLARIFIER FOOTPRINT AND TO A

DISTANCE 5 FEET BEYOND PERIMETER, AND

SUBMIT A CONDITION REPORT TO THE ENGINEER.

THE ENGINEER WILL DETERMINE SCOPE OF PIPE

REPAIRS OR REPLACEMENT, IF ANY. REPAIR OR

REPLACEMENT OF THE INSPECTED PROCESS PIPE

IS NOT PART OF THE BASE CONTRACT. SEE

SPECIFICATION SECTION PART V SPECIAL

CONDITIONS.

3. 5 PERCENT OF DOWELS SHALL BE PULL TESTED TO

A LOAD OF 5.0 KIPS IN ACCORDANCE WITH

SPECIFICATION SECTION 03200-3.04.K. PULL

TEST LOCATIONS SHALL BE EQUALLY SPACED

AROUND THE CLARIFIER.

R

A

D

=

5

7

'-

9

"

5°

1

5

°

T

Y

P

NOTE: SLAB NOT SHOWN FOR CLARITY

DETAIL2

3/8" = 1'-0"

CLARIFIER CENTERWELL

S405

2

S405

20" 12" 14" 4'-7"3'-9"

12'-2"

6" 6"

6"

6"

3'-9"

3'-9"

R

2

'

-

3

"R

2

'

-

9

"

KEY PLAN

1/64" = 1'-0"

4

'-

9

"

1

4

"

6

"

FC 8 FC 7

EX 18" NRSL

EX 48" NRE

EX 48" NRE

EX 12" D

EX 12" D

EX 18" NRSL

FIGURE 1

NTS

D

S407

C

S407

D

S407

S406

B

S407

C

4"Ø PRV TO BE COVERED AND ABANDONED IN-PLACE,

SEE NOTE 1 AND FIGURE 1 THIS DWG, TYP OF 24

EX ROCK ANCHORS ABANDONED IN-PLACE, TYP

CLARIFIER

CENTERWELL

#6@12" DWLS T&B, 7" MIN EMBED, PERP TO

SLAB AND FTR CONST JT, TYP ALL AROUND,

SEE NOTE 3

SLAB REINF #6@8" EW,

T&B, ENTIRE 24" SLAB

HPT TOP OF GROUT EL 873.45, TYP ALL AROUND

LPT TOP OF GROUT EL 872.24, TYP AT CENTERWELL

SLOPE SLOPE

EL 887.60±

EL 885.39±

EL 873.28±

EL 883.67±

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S406


STRUCTURAL

TOP PLAN

W. LEADBITTER

TOP PLAN

1/8" = 1'-0"

KEY PLAN

1/64" = 1'-0"

FC 8 FC 7

SECTIONB

3/8" = 1'-0" S406

10"

6"

12" 2'-6"

12"

6"

18"

14"6"4'-9"

2'-0"

TYP

EX 2'-0" MIN #57 STONE, TOF TO WITHIN 2'-0" OF FIN GR, TYP

4"Ø PRV TO BE COVERED AND ABANDONED IN-PLACE,

SEE NOTE 1 AND FIGURE 1/S405, TYP OF 24

RAD=63'-8"

ROCK EL VARIES

ROCK ANCHOR,

SEE DTL 3/S404, TYP

#6@12" DWLS, 7" MIN EMBED

#6@8" EW,

T&B, TYP

0325302

RETROFIT

WATERSTOP, CONT

#57 STONE 6" MIN UNDER SLAB, TYP

EX ROCK ANCHORS LEFT IN-PLACE

2" GROUT BED SWEPT IN BY CLARIFIER MECH, SEE NOTE 2, TYP

24"

NOTES:










FLANGES UNTIL ALL NEW WORK IS COMPLETE.

2. CONTRACTOR SHALL PREPARE EXISTING

CONCRETE SURFACES TO RECEIVE GROUT BED

OVERLAY VIA HIGH-PRESSURE (10,000 TO 20,000

PSI) WATER BLASTING. EXISTING SURFACE SHALL

BE ROUGHENED TO ACHIEVE A MINIMUM 1/4"

AMPLITUDE.

3. CONTRACTOR SHALL REINSTALL ALL

REPAIRED/REHABBED AND PAINTED CLARIFIER

PARTS TO OPERATIONAL CONDITION INCLUDING,

BUT NOT LIMITED TO: CLARIFIER MECHANISM,

SKIMMER, BRIDGE AND SCUM TROUGH.

REFERENCE SPECIFICATION SECTION 11461.

4. CONTRACTOR SHALL START-UP CLARIFIER

MECHANISM WITH WALKER CLARIFIER REP ON

SITE. ALL EXISTING ELECTRICAL ITEMS SHALL BE

COMPLETED PRIOR TO START-UP. REFERENCE

SPECIFICATION SECTION 11461.

5. ALL ELECTRIC AND INSTRUMENTATION WORK

ASSOCIATED WITH DISCONNECTING, AND

REINSTALLING TO OPERATIONAL CONDITION IS

INCLUDED IN THE BASE SCOPE.

6. SEE SPECIFICATION SECTIONS 01650 AND 11461

FOR ADDITIONAL INFORMATION.

7. CONTRACTOR SHALL ANTICIPATE A MINIMUM OF

16" OF ROCK EXCAVATION TO PREPARE AND PLACE

THE CONCRETE BASE SLAB.

R

A

D

=

5

9

'-4

"

T

A

N

K

I

N

S

I

D

E

Ø

1

2

5

'

-

0

"

1

2

"

1

0

"

2

'-6

"

S406

B

REINSTALL SCUM TROUGH, SEE NOTE 3

REINSTALL CLARIFIER MECHANISM, SEE NOTE 3

6'-5"

EX ROCK EL VARIES, SEE NOTE 7

REINSTALL CLARIFIER BRIDGE, SEE NOTE 3

23"

ONE ROW OF EXPANDING

RUBBER WATERSTOP, CONT

EL 862.67±

EL 872.74±

EL 862.67±

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

NOTES:






AMPLITUDE.

2. CONTRACTOR SHALL PROVIDE NEW ANCHOR

BOLTS FOR CLARIFIER MECHANISM AT

CONNECTION TO CENTERWELL. FOR BID

PURPOSES CONTRACTOR SHALL ASSUME A TOTAL

OF 20 ANCHORS AT 1 1/4" DIAMETER WITH 24"

EMBEDMENT AND 6" PROJECTION. ANCHOR BOLTS

SHALL BE TYPE 316 STAINLESS STEEL.

CONTRACTOR TO FIELD VERIFY ANCHOR SIZE,

QUANTITY AND SPACING. INSTALL ANCHORS WITH

A TEMPLATE BASED ON THE EXISTING MECHANISM

TO ENSURE ACCURATE PLACEMENT AND

ALIGNMENT.

P. SUESS

P. SUESS

S407


STRUCTURAL

SECTIONS AND DETAILS

W. LEADBITTER

SECTIONC

3/8" = 1'-0" S405

SECTIOND

3/8" = 1'-0" S405

24"

TYP

6" MIN #57 STONE, TYP

24"

TYP


2" GROUT BED SWEPT IN BY

CLARIFIER MECH, SEE NOTE 1

TWO ROWS EXP RUBBER WATERSTOP,

TYP ALL AROUND

CONSTRUCTION JOINT W/ 6" PVC WATERSTOP

AND ONE ROW OF EXPANDING RUBBER

WATERSTOP, TYP 4 SIDES

TWO ROWS EXP RUBBER WATERSTOP,

TYP ALL AROUND

#6@8" EW,

T&B, TYP

#6@8" DWLS, 7" EMBED, TYP

#6@8" EW,

T&B, TYP

CLARIFIER MECH SUPPORT, SEE NOTE 2

#6 DWLS @8", 7" EMBED, TYP

#6@8" DWLS, 23"

LAP, TYP

#6@8", TYP

6"

TYP

6"

TYP

#6@8" DWLS, 23"

LAP, TYP

#6@8", TYP

11"±

TYP

11"±

TYP

6-#4 RING BARS

CONSTRUCTION JOINT W/ 6" PVC WATERSTOP

AND ONE ROW OF EXPANDING RUBBER

WATERSTOP, TYP 4 SIDES

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:3

7 A

M

BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S408


STRUCTURAL

ROCK ANCHOR PLAN

W. LEADBITTER

ROCK ANCHOR PLAN

1/8" = 1'-0"

NOTES:

1. SEE DRAWING S404 FOR NOTES.

KEY PLAN

1/64" = 1'-0"

FC 8 FC 7

RA-01

RA-02

RA-03


RA-04

RA-05

RA-06

RA-15


RA-24





RA-65

RA-66 RA-68 RA-69 RA-70 RA-71 RA-72 RA-73

RA-74

RA-76 RA-77 RA-78 RA-79 RA-80 RA-81 RA-82

RA-85 RA-86

RA-84 RA-87

RA-83 RA-88

RA-49

RA-75

RA-67

RA-58

51'-9" 51'-9"

9 SPACES @ 11'-6" = 103'-6"

51'-9"

51'-9"

9 SPACES @

11'-6" =

103'-6"

2'-0"

TYP

2'-0"

TYP

2'-0"

TYP

2'-0"

TYP

3'-3"

TYP

3'-3"

TYP

3'-3"

TYP

3'-3"

TYP

3'-3"

TYP

3'-3"

TYP

18"

18"

18"

18"

21"

7'-6"

7'-6"

7'-6"

5'-9"

TYP

5'-9"

TYP

5'-9"

TYP

5'-9"

TYP

3

S404

TYP

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S409


STRUCTURAL

BOTTOM PLAN

W. LEADBITTER

BOTTOM PLAN

1/8" = 1'-0"

NOTES:










FLANGES UNTIL NEW WORK IS COMPLETE.

2. CONTRACTOR SHALL INSPECT EXISTING 12"

DRAIN, 18" NRSL AND 48" NRE PROCESS PIPES

WITHIN CLARIFIER FOOTPRINT AND TO A

DISTANCE 5 FEET BEYOND PERIMETER, AND

SUBMIT A CONDITION REPORT TO THE ENGINEER.

THE ENGINEER WILL DETERMINE SCOPE OF PIPE

REPAIRS OR REPLACEMENT, IF ANY. REPAIR OR

REPLACEMENT OF THE INSPECTED PROCESS PIPE

IS NOT PART OF THE BASE CONTRACT.

3. 5 PERCENT OF DOWELS SHALL BE PULL TESTED TO

A LOAD OF 5.0 KIPS IN ACCORDANCE WITH

SPECIFICATION SECTION 03200-3.04.K. PULL

TEST LOCATIONS SHALL BE EQUALLY SPACED

AROUND THE CLARIFIER.

FC 8 FC 7

KEY PLAN

1/64" = 1'-0"

2

S405

R

A

D

=

5

7

'

-

9

"

5°

1

5

°

T

Y

P

EX 48" NRE

EX 12" D

EX 18" NRSL

S406

B

SIM

4"Ø PRV TO BE ABANDONED, SEE NOTE 1

AND FIGURE 1/S405, TYP OF 24

#6@12" DWLS T&B, 7" MIN EMBED, PERP TO

SLAB AND FTR CONST JT, TYP ALL AROUND,

SEE NOTE 3

SLAB REINF #6@8" EW,

T&B, ENTIRE 24" SLAB

EX ROCK ANCHORS ABANDONED IN-PLACE, TYP

4

'

-

9

"

1

4

"

6

"

HPT TOP OF GROUT EL 873.45, TYP ALL AROUND

LPT TOP OF GROUT EL 872.24, TYP AT CENTERWELL

SLOPE SLOPE

S411

E

F

S411

CLARIFIER

CENTERWELL

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S410


STRUCTURAL

TOP PLAN

W. LEADBITTER

TOP PLAN

1/8" = 1'-0"

R

A

D

=

5

9

'-4

"

T

A

N

K

I

N

S

I

D

E

Ø

1

2

5

'

-

0

"

1

2

"

1

0

"

2

'-6

"

S406

B

FC 8 FC 7

KEY PLAN

1/64" = 1'-0"

REINSTALL SCUM TROUGH, SEE NOTE 1

REINSTALL CLARIFIER MECHANISM, SEE NOTE 1

NOTES:

1. CONTRACTOR SHALL REINSTALL ALL

REPAIRED/REHABBED AND PAINTED CLARIFIER

PARTS TO OPERATIONAL CONDITION INCLUDING,

BUT NOT LIMITED TO: CLARIFIER MECHANISM,

SKIMMER, BRIDGE AND SCUM TROUGH.


2. CONTRACTOR SHALL START-UP CLARIFIER

MECHANISM WITH WALKER CLARIFIER REP ON

SITE. ALL ELECTRICAL AND INSTRUMENTATION

ITEMS SHALL BE COMPLETED PRIOR TO START-UP.


3. ALL ELECTRICAL AND INSTRUMENTATION WORK

ASSOCIATED WITH DISCONNECTING, AND

REINSTALLING TO OPERATIONAL CONDITION IS

INCLUDED IN THE BASE SCOPE.

4. SEE SPECIFICATION SECTIONS 01650 AND 11461

FOR ADDITIONAL INFORMATION.

REINSTALL CLARIFIER BRIDGE, SEE NOTE 1

18" INV 870.00±

EL 862.67±

12" INV 870.45±

EL 872.74±

48" INV 865.00±

12" INV 870.45±

48" INV 865.00±

EL 862.67±

EL 872.74±

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S411


STRUCTURAL

SECTIONS AND DETAILS

W. LEADBITTER

SECTIONE

3/8" = 1'-0"

S409

SECTIONF

3/8" = 1'-0"S409


#6@8" EW,

T&B, TYP

TYP0325302

RETROFIT & ONE ROW EXP

RUBBER WATERSTOP, SEE NOTE 3

24"

TYP

#6@8" DWLS, 23" LAP,

7" MIN EMBED, TYP


CLARIFIER MECH, SEE NOTE 1, TYP

NOTES:






AMPLITUDE.

2. EXISTING CLARIFIER ANCHOR BOLTS SHALL BE

REUSED TO INSTALL CLARIFIER AFTER NEW WORK

IS COMPLETE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO PROTECT EXPOSED ANCHORS

DURING CONSTRUCTION.

3. RETROFIT WATERSTOP SHALL BE GREENSTREAK

PROFILE 655 OR APPROVED EQUAL.

24"

TYP

TYP0325302

RETROFIT & ONE ROW EXP

RUBBER WATERSTOP, SEE NOTE 3

#6@8" EW,

T&B, TYP



CLARIFIER MECH, SEE NOTE 1

CLARIFIER MECHANISM ANCHOR

BOLTS (NOT SHOWN), SEE NOTE 2

#6@8" DWLS, 23" LAP, 7" MIN EMBED, TYP

CLARIFIER MECHANISM ANCHOR

BOLTS (NOT SHOWN), SEE NOTE 2

0325303

W/3 W/3W/3

W = WIDTH OF WALL

EXISTING PIPE

TWO SEPARATE WRAPS

OF EXPANDING RUBBER

WATERSTOP

NOTE:

EACH WRAP SHALL BE LAPPED 4", WITH THE LAP ABUTTING

SIDE BY SIDE. LAPS SHALL BE SEPARATED BY 180°.

WATERSTOP CONNECTION

AROUND EXISTING PIPE

BASIC

1'-0"

1'-0"

1'-3"

1'-6"

2'-5"

3'-0"

3'-8"

4'-6"

5'-5"

TOP *

1'-0"

1'-3"

1'-7"

1'-11"

3'-1"

3'-11"

4'-9"

5'-10"

7'-0"

1'-0"

1'-7"

2'-4"

3'-1"

4'-11"

6'-0"

6'-9"

7'-7"

8'-5"

1'-4"

2'-1"

3'-0"

4'-0"

6'-4"

7'-9"

8'-9"

9'-10"

10'-11"

SIZE

# 3

# 4

# 5

# 6

# 7

# 8

# 9

# 10

# 11

BAR

1'-0"

1'-3"

1'-7"

1'-11"

3'-1"

3'-11"

4'-9"

5'-10"

7'-0"

1'-3"

1'-8"

2'-0"

2'-5"

4'-0"

5'-1"

6'-3"

7'-7"

9'-1"

1'-4"

2'-1"

3'-0"

4'-0"

6'-4"

7'-9"

8'-9"

9'-10"

10'-11"

1'-8"

2'-9"

3'-11"

5'-2"

8'-3"

10'-1"

11'-4"

12'-9"

14'-2"

BASIC DEVELOPMENT LENGTH CLASS B SPLICE LENGTH

d 1.3 x d

* TOP REINFORCEMENT IS ANY HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN

12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.

BASIC DEVELOPMENT LENGTH AND SPLICE LENGTH

FOR BARS IN TENSION

fy = 60,000 psi fc' = 4000 psi OR GREATER

FOR MATERIALS OR CONDITIONS DIFFERENT FROM THOSE STATED, LENGTHS SHOWN IN**

CHART SHALL BE MODIFIED TO CONFORM TO THE PROVISIONS OF ACI 318, SECTION 12.2.

0321004

CLEAR SPACING ≥3" CLEAR SPACING <3"

BASIC TOP *

CLEAR SPACING <3"CLEAR SPACING ≥3"

BASIC TOP * BASIC TOP *

NORMAL WEIGHT CONCRETEUNCOATED BARS

** BASED ON MATERIALS AND CONDITIONS AS FOLLOWS:

CLEAR COVER≥1.5 INCHES

AS AN EXAMPLE, HORIZONTAL WALL BARS ARE CONSIDERED TOP REINFORCEMENT.

PIPE OR CONDUIT EMBEDDED IN SLAB

2D

D

TOP OF SLAB

REINF BAR

2D

D

SEE PLAN

S

0331604

NOTE:

D DENOTES PIPE OR CONDUIT OD

(3 1/2"

MIN

)

(3 1/2"

MIN

)

2D (2" MIN) CLR

CONC BASE

2"MIN

3"MIN

AS REQUIRED

#4@12 EW

CONC FLOOR

TYP PUMP OR EQUIP BASE

0331600

1" GROUT (SEE

SPECIFICATIONS)

NOTE:

DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED

WITH DOWEL ADHESIVE AT CONTRACTORS OPTION.

WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS

EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.

CL ANCHOR

BOLTS

REQUIRED

COVER +

1" MAX

6" MINIMUM,

IF OVER 24",

ADDL STEEL

REQUIRED

8" MIN,

SEE

NOTE

#5 DOWELS @12" ALL

AROUND, SEE NOTE

PUMP OR

EQUIP BASE

#5 DOWELS @12"

ALL AROUND, SEE

NOTE DOWEL

ADHESIVE

1/4"

1/4"

JOINT SEALER

3/8"± 1/16"

1 1/4"

TYPICAL CONTROL JOINT

SEE N

OTE 2

0325101

1/4" TOOLED

RADIUS, TYP

1. JOINTS SHALL BE FORMED BY AN APPROVED

JOINT INSERT. SAWCUTTING OF JOINTS

WILL NOT BE ALLOWED.

2. DEPTH SHALL BE 1 1/2" IN REINF CONC

DEPTH SHALL BE 1/3 OF CONCRETE THICK-

NESS IN UNREINFORCED CONCRETE

PAVEMENT.

NOTES

1/2"Ø

BACKER ROD

SEE PLANS

RETROFIT WATERSTOP

EXISTING WALL OR SLAB

SEE PLANS

NEW CONC SLAB

EXPANSION JOINT

SEE SPECS

CLASS B SPLICE

UN

O

T

DOWELS AS REQD

10" MIN REQD

10" MIN REQD

1/31/31/3

NEW CONC WALL

RETROFIT WATERSTOP

DOWEL ADHESIVE, TYP

EXISTING CONC WALL OR SLAB

0325302

CONSTRUCTION JOINT WITH

RETROFIT WATERSTOP

CONSTRUCTION JOINT WITH

EXPANDING RUBBER WATERSTOP

WATERSTOP CONNECTIONS TO EXISTING STRUCTURES

(PLAN AT WALLS OR SECTION AT SLAB)

1/2"Ø EXP BOLT SST @6",

TYP, STAGGER EA SIDE

JOINT SEALANT, TYP BOTH

SIDES OF WATERSTOP

ADHESIVE BETWEEN

WATERSTOP AND

EXISTING CONC

1/4"x2" CONTINUOUS

SST BAR, TYP

JOINT FILLER AND SEALANT,

TYP BOTH SIDES

1/4"x2" CONTINUOUS

SST BAR, TYP

ADHESIVE BETWEEN WATERSTOP

AND EXISTING CONC, TYP

1/2"Ø EXP BOLT SST @6",

TYP, STAGGER EA SIDE

TWO SEPARATE STRIPS OF

EXPANDING RUBBER

WATERSTOP, EACH STRIP

SHALL BE LAPPED 4",

WITH THE LAP ABUTTING

SIDE BY SIDE. LAPS

SHALL BE STAGGERED

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S900


SHEET 1

W. LEADBITTER

INTERSECTIONCORNER

HORIZONTAL BARS

VERTICAL BARS

TYPICAL WALL REINFORCING

TYP

0"

0"

* = STD 90° HOOK LENGTH

*

0331700

ADDITIONAL DIAGONAL BARS, REQUIRED IN

LIQUID RETAINING WALLS ONLY,

ALTERNATE WITH HORIZONTAL BARS AND

SIZE PER CHART.

STANDARD 90° HOOK

VERTICAL BARS

HORIZONTAL

BARS

CLASS B

CLASS B

ADDITIONAL

DIAGONAL BARS,

SEE CHART FOR

SIZE, TYP

TYP

CORNER BARS, SAME

SIZE AND SPACING AS

HORIZONTAL BARS, TYP

CORNER BARS,

SAME SIZE AND

SPACING AS

HORIZONTAL BARS

TYP

DIAGONAL BAR SIZE CHART

AT LOCATIONS WHERE DIFFERENT SIZE

HORIZONTAL BARS CONVERGE, THE

LARGER BAR SIZE SHALL CONTROL

BAR SIZE -

HORIZONTAL

REINFORCEMENT

# 3

# 4

# 5

# 6

# 7

# 8

# 9

# 10

# 11

BAR SIZE -

DIAGONAL

REINFORCEMENT

# 3

# 3

# 4

# 5

# 5

# 6

# 7

# 8

# 9

ADDITIONAL DIAGONAL

BARS, SEE CHART FOR SIZE

*

TYP

TENSION SPLICE, TYP

TEN

SIO

N SPLICE, TYP

CLASS "B"

T

SPLICE + 2"

TYPICAL CONSTRUCTION JOINT

0331701

WATERSTOP WHERE

REQUIRED, SEE

SPECIFICATIONS AND

GENERAL CONCRETE

NOTES.

FOR TYPICAL KEYWAY,

SEE 0331702

FOR SLAB OR WALL THICKNESS AND

REINFORCING, SEE DESIGN DRAWINGS.

2"

WATERSTOP

1/31/31/3

TYPICAL KEYWAY

0331702

4

4

D

2

"

OPNG

T

Y

P

44D,TYP

3"

2"

TYPICAL REINF AT OPENINGS

0331703

NOTES:

1. THIS DETAIL APPLIES FOR OPENINGS 8"Ø AND LARGER. FOR

SMALLER OPENINGS, BEND BARS OR ADJUST SPACING OF

REINFORCEMENT TO AVOID OPENING.

2. PLACE EXTRA BARS OF THE SAME SIZE AS THE INTERRUPTED

BARS AT EACH SIDE OF OPENING. QUANTITY OF EXTRA BARS AT

EACH SIDE SHALL EQUAL HALF THE QUANTITY OF INTERRUPTED

BARS EXCEPT WHERE NOTED OTHERWISE.

3. PROVIDE ONE DIAGONAL BAR EACH SIDE OF OPENING WITH SIZE

EQUAL TO MAIN REINFORCEMENT, TYPICAL EACH FACE.

4. WHERE INVERT OF OPENING IN WALL IS LESS THAN 44 BAR

DIAMETERS FROM TOP OF SLAB, EXTRA REINFORCEMENT ON EACH

SIDE SHALL INCLUDE DOWELS EMBEDDED INTO SLAB WITH

STANDARD 90 DEGREE HOOKS TO SPLICE WITH EXTRA VERTICAL

REINFORCEMENT. DOWELS SHALL ALSO STILL BE PROVIDED

BELOW OPENING.

5. WHERE INVERT OF OPENING IN WALL OR SLAB IS CLOSER THAN

44 BAR DIAMETERS TO EDGE OF SLAB OR BOTTOM OF WALL,

EXTRA DIAGONAL BARS MAY BE TERMINATED TWO INCHES FROM

EDGE OF SLAB OR BOTTOM OF WALL. DOWELS DO NOT HAVE TO

BE PROVIDED TO SPLICE WITH DIAGONAL BARS.

3"

CONTINUOUS FULL SPACINGS 3" MIN

FULL SPACING MAX

BEAMWALL

2 EQ

SPACES

3"

3"

CO

NTIN

UO

US

FU

LL SPACIN

GS

3"

CONTINUOUS FULL SPACINGS

FU

LL SPACIN

GS

CO

NTIN

UO

US

3"

3"

WALL

CONTINUOUSHALF SPACING, MIN

FULL SPACING, MAX FULL SPACINGS

HALF SPACING, MIN

FULL SPACING, MAX

SECTION - WALLS AND SLABS PLAN - WALLS

TYPICAL BAR PLACEMENT

FU

LL SPACIN

GS

CO

NTIN

UO

US

3"

CONTINUOUS FULL SPACINGS

0"

STD 90° HOOK, TYP

0"

WALL DOWEL,TYP

0"

0"

0331704

NOTE:

ORIENTATION OF OUTSIDE AND

INSIDE LAYERS OF REINF SHALL BE AS

SHOWN ON PLANS. "FULL SPACING" IS

BAR SPACING CALLED OUT ON PLANS.

REQD COVER, TYP

HALF SPACIN

G M

IN

FU

LL SPACIN

G M

AX

HALF SPACING,

MIN FULL SPACING,

MAX TYP EACH END

STD 90° HOOK ON

VERTICAL REINF

REQD WHERE SHOWN

ON PLANS.

HALF SPACING, MIN - FULL SPACING,

MAX TYP EACH END

4 VERTICAL BARS

IN CORNER

HALF SPACING, MIN

FULL SPACING,

MAX TYP EACH END

REQD COVER,

TYP

HALF SPACIN

G, M

IN

FU

LL SPACIN

G, M

AX

0331606

PIPE ENCASEMENTS

TYPE I

NTS

TYPE II

*

TYP

*

*

TYP

*

TYP

BARS@12",

SEE NOTE 3

BARS@12", T&B

SEE NOTE 3

UN

DER 12"

U

SE TYPE 1

BARS@12", TYP

SEE NOTE 3

MAT

ALL PIPING AND CONDUITS BELOW SLABS ON EARTH TO BE ENCASED

BY GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.

NOTE:

1. TIE IN ALL PIPES & CONDUITS BELOW GROUND FLOOR SLAB WHEN PILE

FOUNDATION IS UTILIZED. USE TYPE I.

2. * DENOTES 9" FOR PIPES LESS THAN 42", 12" FOR PIPES 42" TO 72" AND 18" FOR

PIPES GREATER THAN 84".

3. FOR 9" ENCASEMENTS USE #5 BARS, FOR 12" ENCASEMENTS USE #6 BARS AND

FOR 18" ENCASEMENTS USE #7 BARS.

OPTIONAL SLOPE

AS REQUIRED

MAT

BARS@12",

SEE NOTE 3

NTS

#5@12", TYP

#5@12"

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: 9

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:0

9 P

M

BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



25786

LEADBITTER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

WILLIAM G.

Y

K

C

U

P. SUESS

P. SUESS

S901


SHEET 2

W. LEADBITTER

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



NOTES:

1. CONTRACTOR SHALL INSPECT AND VERIFY

EXISTING GATES, STEM GUIDES AND FLOOR

STANDS PRIOR TO CONSTRUCTION.

2. OWNER WILL ISOLATE AND DEWATER TO THE

BEST OF THEIR ABILITIES THE SPLITTER BOX

DOWN TO THE INVERT OF THE SLUICE GATE. THE

CONTRACTOR IS RESPONSIBLE FOR PROVIDING

ANY ADDITIONAL REQUIRED DEWATERING

NEEDED TO INSTALL THE GATES.

3. OWNER HAS PURCHASED THE REPLACEMENT

GATES FOR THE SPLITTER BOX AND ARE STORED

AT THE WWTP SITE. THE CONTRACTOR SHALL

REMOVE THE FOUR EXISTING 42" GATES AND

GASKETS WITHIN THE SPLITTER BOX AND

REPLACE/INSTALL THE FOUR NEW 42" GATES

OWNER HAS PURCHASED.

4. CONTRACTOR IS RESPONSIBLE FOR ALL CONFINED

SPACE ENTRY WORK CONDITIONS AND

PERMITTING ASSOCIATED WITH THIS PROJECT.

5. THE CONTRACTOR SHALL REMOVE/REINSTALL AS

NEEDED ALL EXISTING FLOOR STANDS, STEM

GUIDES AND GROUT AS NEEDED FOR

INSTALLATION/REINSTALL OF THE FOUR 42"

GATES.

K. ZEHNDER

B. EDWARDS

M350


MECHANICAL

BOTTOM PLAN AND TOP PLAN

W. LEADBITTER

TOP PLAN

3/8" = 1'-0"

BOTTOM PLAN

3/8" = 1'-0"

12" DI DW FROM

FINAL CLARIFIER NO.2

42" NITRIFICATION REACTOR

EFFLUENT TO FINAL CLARIFIER NO.2

6" NSC FROM


12" DI DW FROM


6" NSC FROM




6" NSC TO NITRIFICATION

GALLERY WET WELL

72" RCP-NE

12" DI DW FROM




6" NSC FROM


6" NSC FROM




12" DI DW FROM


18" DI DW TO

NITRIFICATION

GALLERY

REMOVE AND REPLACE

42" SLUICE GATE, TYP

REMOVE AND REINSTALL

FLOORSTAND, TYP

A

M351

26127

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E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

KURT A.

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K

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1'-2"

23 SPACES @

1'-0"=

23'-0"

3'-6"

1'-9"

1'-9"

1'-0"

10 SPACES @

1'-0" O

.C.=

10'-0"

EL. 889.00

FOR PIPING IN THIS AREA

SEE NITRIFICATION

GALLERY-SHEET M-35

14" N

RSL

14" N

RSL

4" EFW

C 881.50

L

EL. 853.19

72"Ø RCP-NE

INV. EL. 854.19

EL. 864.75

EL. 873.75

6"Ø NSC -INV. EL. 874.00

EL. 876.5

6"Ø NSC

INV. EL. 878.00

GR. EL. 884.5

STATIONARY

MIXER


CRANK OP.

FLOORSTANDS

H.W. OP.

FLOORSTANDS

3'-0"x3'-0"

ACCESS HATCH

1 1/2"Ø AL. HANDRAIL

MAX. WSE

886.39

GR. EL.

884.5

STEM

GUIDE

REMOVE AND

REINSTALL

STEM GUIDES

12"ØDI.-DW

INV. EL.

870.50

EL. 863.25

18"ØDI. -DW

INV. EL. 863.50

(M

H RU

NG

S SH

OW

N O

UT)

OF LO

CATIO

N FO

R CLARITY)

EL. 865.50

42" SLUICE

GATES

12" SLUICE

GATES

REMOVE AND

REPLACE

42" SLUICE

GATE, TYP

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:0

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BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



NOTES:




2. OWNER WILL ISOLATE AND DEWATER THE

SPLITTER BOX TO THE APPROXIMATE ELEVATION

OF 870.00 FT. THE CONTRACTOR IS RESPONSIBLE

FOR PROVIDING CLEANING AS NECESSARY FOR

INSTALLATION AND ANY ADDITIONAL REQUIRED

DEWATERING NEEDED TO INSTALL THE GATES.












NEEDED ALL EXISTING FLOOR STANDS, ELEC.

ACTUATORS, STEM GUIDES AND NEW GROUT AS

NEEDED FOR INSTALLATION/REPLACEMENT OF THE

FOUR 42" GATES. COUPLING/CONNECTORS ARE

INCIDENTAL TO THE WORK/INSTALL.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHIPPING

OUT/REMOVING ALL GROUT AT THE BASE OF EACH

GATE FOR REMOVAL. ALL NEW GROUT AND GROUT

WORK ASSOCIATED WITH THE NEW GATES

INSTALLATION IS INCLUDED IN THIS CONTRACT.

K. ZEHNDER

E. HYPES

M351


MECHANICAL

SECTION

W. LEADBITTER

SECTIONA

1/4" = 1'-0" M350

SEE NOTE 6 (TYP)

26127

ZEHNDER

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R

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O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

KURT A.

Y

K

C

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PL

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D

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E: 9

/2

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8 2

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5 P

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08

\D

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N\D

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GS

\M

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H\M

35

2 S

ave

d b

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HY

PE

S S

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d

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: 9

/2

4/2

01

8 2

:0

4 P

M

BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



NOTES:




2. OWNER WILL ISOLATE AND DEWATER TO THE

BEST OF THEIR ABILITIES THE SPLITTER BOX

DOWN TO THE INVERT OF THE SLUICE GATE. THE

CONTRACTOR IS RESPONSIBLE FOR PROVIDING

ANY ADDITIONAL REQUIRED DEWATERING

NEEDED TO INSTALL THE GATES.












NEEDED ALL EXISTING FLOOR STANDS, STEM

GUIDES AND GROUT AS NEEDED FOR

INSTALLATION/REINSTALL OF THE FOUR 48"

GATES.

K. ZEHNDER

B. EDWARDS

M352


MECHANICAL

BOTTOM PLAN AND TOP PLAN

W. LEADBITTER

BOTTOM PLAN

3/8" = 1'-0"

TOP PLAN

3/8" = 1'-0"

12" DI DW FROM




6" SC FROM


12" DI DW FROM


6" SC FROM


48" NRE TO FINAL CLARIFIER NO.5

6" SC TO NITRIFICATION

GALLERY WET WELL

78" RCP-NE

12" DI DW FROM


48" NITRIFICATION

REACTOR

EFFLUENT TO FINAL

CLARIFIER NO.8

6" SC FROM


6" SC FROM


48" NRE TO FINAL CLARIFIER

NO.6

12" DI DW FROM


REMOVE AND REPLACE


REMOVE AND REPLACE



FLOORSTAND, TYP

18" DI DW TO NITRIFICATION

GALLERY

B

M353

26127

ZEHNDER

D

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SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

KURT A.

Y

K

C

U

23 SPACES @

1'-0"=

23'-0"

1'-2"

3'-6"

GR. EL.

884.5

3'-0"x3'-0" ALUM.

ACCESS HATCH

1 1/2"Ø AL.

HANDRAIL

W/TOE PLATE

H.W. OPER.

FLOORSTANDS

REMOVE AND

REINSTALL

H.W.

OPERATED

FLOORSTANDS

MAX. WSE

886.17

SCUM

MIXER

1'-2"

STEM

GUIDE

REMOVE AND

REINSTALL

STEM

GUIDES

PADDLE

EL.

880.00

12"Ø DI-DW

INV. EL.

870.45

12" SLUICE

GATES

18"Ø DI-DW

INV. EL. 863.25

EL. 865.00

48" SLUICE

GATES

INV. EL.

865.25

EL. 863.25

EL. 876.50

EL. 873.75

10 SPACES @

1'-0" O

.C.

= 10'-0"

6"Ø SC -

6"Ø SC

INV. EL.

878.00

INV. EL. 874.00

GR. EL.

884.5

EL. 889.50

(M

H RU

NG

S SH

OW

N O

UT

OF LO

CATIO

N FO

R CLARITY)

EL. 852.19

78"Ø RCP-NE

INV. EL. 853.19

REMOVE AND

REPLACE 48"

SLUICE GATE,

TYP

PL

OT

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E: 9

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: O

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\5

00

29

-0

08

\D

ES

IG

N\D

RA

WIN

GS

\M

EC

H\M

35

3 S

ave

d b

y E

HY

PE

S S

ave

d

ate

: 9

/2

4/2

01

8 2

:0

4 P

M

BID SET




KENTUCKY

50029-008

130-2018

SEPTEMBER 2018

K.ZEHNDER



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

LFUCG NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



NOTES:




2. OWNER WILL ISOLATE AND DEWATER THE

SPLITTER BOX TO THE APPROXIMATE ELEVATION

OF 870.00 FT. THE CONTRACTOR IS RESPONSIBLE

FOR PROVIDING CLEANING AS NECESSARY FOR

INSTALLATION AND ANY ADDITIONAL REQUIRED

DEWATERING NEEDED TO INSTALL THE GATES.












NEEDED ALL EXISTING FLOOR STANDS, ELEC.

ACTUATORS, STEM GUIDES AND NEW GROUT AS

NEEDED FOR INSTALLATION/REPLACEMENT OF THE

FOUR 48" GATES. COUPLING/CONNECTORS ARE

INCIDENTAL TO THE WORK/INSTALL.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHIPPING

OUT/REMOVING ALL GROUT AT THE BASE OF EACH

GATE FOR REMOVAL. ALL NEW GROUT AND GROUT

WORK ASSOCIATED WITH THE NEW GATES

INSTALLATION IS INCLUDED IN THIS CONTRACT.

K. ZEHNDER

E. HYPES

M353


MECHANICAL

SECTION

W. LEADBITTER

SECTIONB

1/4" = 1'-0" M352

SEE NOTE 6 (TYP)

26127

ZEHNDER

D

E

SN

E

C

I

L

FK

E

O

T

E

O

E

E

R

I

R

F

O

P

A

S

T

E

LA

N

I

G

N

N

N

T

S

S

E

KURT A.

Y

K

C

U

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