Exhibit_F_Contract_Plans_Clarifier_No._5_NEWRF_(reference_only_of_similar_project).pdf

PDF 9 MB Posted Sep 22, 2025

Attached to: Northwest Water Reclamation Facility Clarifier #4 Rehabilitation
Solicitation number: IFB- 25 - 257
Issued by: Pinellas County, Florida

About this file

Written by GovTribe AI · Sep 22, 2025

These are engineering and design drawings for the Northeast Water Reclamation Facility Clarifier No. 5 Improvements project, prepared by Hazen and Sawyer for the City of St. Petersburg's Engineering & Capital Improvements Department. The project is located at 1160 62nd Ave NE in St. Petersburg, Florida, and involves comprehensive improvements to Clarifier No. 5, including structural repairs, mechanical upgrades, and electrical system modifications. The drawing set includes detailed plans for demolition, proposed modifications, mechanical details, and electrical configurations, with the project dated March 2021 and drawing set number 11445.

The drawings provide extensive technical specifications for renovating the clarifier, including replacing existing infrastructure, upgrading mechanical components like pumps and walkways, repairing concrete surfaces, and updating electrical systems. Key elements include removing and replacing existing piping, installing new drive mechanisms, repairing structural concrete with epoxy and repair mortars, adding new baffle plates and weir details, upgrading electrical conduits and control panels, and modifying the waste activated sludge (WAS) and return activated sludge (RAS) pump station. The project appears to be a comprehensive rehabilitation of an existing water treatment infrastructure component to improve operational efficiency and extend the facility's functional lifespan.

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NORTHEAST WRF CLARIFIER

NORTHEAST WRF CLARIFIER #5

IMPROVEMENTS

1160 62ND AVE NE

ST PETERSBURG, FL 33702

#5 IMPROVEMENTS

PREPARED BY:

HAZEN AND SAWYER

1000 NORTH ASHLEY DRIVE AVE.

SUITE 1000

TAMPA, FLORIDA 33602

PHONE. (813) 630-4498 FAX. (813) 630-1967

PROJECT NO. 18118-111

PROJECT LOCATION

DRAWING INDEX

DRAWING No. DESCRIPTION

11445—01 COVER SHEET & INDEX

02 THRU —05 LEGEND, ABBREVIATIONS, OVERALL SITE PLAN

11445—06 CLARIFIER No. 5 STRUCTURAL IMPROVEMENTS

11445—07 CLARIFIER No. 5 REPAIR DETAIL PHOTOS

11445—08 CLARIFIER No. 5 DEMOLITION PLAN AND SECTION

11445—09 CLARIFIER No. 5 PROPOSED PLAN

11445—10 CLARIFIER No. 5 PROPOSED SECTION

11445—11 CLARIFIER No. 5 WAS AND RAS PUMP STATION DEMOLITION

11445—12 CLARIFIER No. 5 WAS AND RAS PUMP STATION PLAN

11445—13 CLARIFIER No. 5 WAS AND RAS PUMP STATION SECTION

11445—14 CLARIFIER No. 5 MECHANICAL DETAILS

11445—15 CLARIFIER No. 5 MECHANICAL DETAILS

11445—16 CLARIFIER No. 5 ELECTRICAL PLAN

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EN CI NEER N C & CAP TAL

PROVEM ENTS DEPARTMENT

CITY of ST. PETERSBURG FL.

APPROVED FOR CONSTRUCTION

y//o?/ Z1I//JI JcLc4 COPY No.

DATE REJESH PRf()1AAN. P.E.

DATE: 03/2021DIRECToR OF ENGI’KiEERING & CAPITAL IMPROVEMENTS DEPARTMENT DRAWING No. 11445—01

SECTION

HAZEN AND SAWYER

1000 NORTH ASHLEY DRIVE AVE, SUITE 1000

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

> 18'' D

> 6'' S

8'' W

> 6'' UD

FOC

CATV

OCATV

4'' G

8'' RCW

8'' FM

8'' RCW

> 6'' S

> 6'' UD

8'' W

> 18'' D

X X X X X

8'' FM

SOD TO BE INSTALLED

CONCRETE TO BE INSTALLED

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(2) INSTRUMENTATION SYMBOLS SHOWN ON INSTRUMENTATION

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(1) STRUCTURAL SYMBOLS SHOWN ON STRUCTURAL DWGS.

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INSTITUTE OF STEEL CONSTRUCTION MANUAL.

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SOCIETY STANDARD SYMBOLS. SEE AMERICAN

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(4) FOR WELDING SYMBOLS USE AMERICAN WELDING

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(3) ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL DWGS.

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DWGS.

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NOTES:

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NTS

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PHOTO IDENTIFICATION

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PLAN

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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CITY PROJECT MANAGER: DIANA SMILLOVA

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MARCH 2021

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-TYPE B

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-UNPAVED, LABEL SURFACE TYPE

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HEDGE LINE, LABEL TYPE AND HEIGHT

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LABEL TYPE AND DIAMETER AT DBH

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(FLOATING TURBIDTY BARRIER)

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UTILITY POLE SYMBOLS

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GUY WIRE/ANCHOR

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JOINT USER POLE

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LIGHT POLE

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POWER POLE

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TELEPHONE

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METER, RECLAIMED WATER

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THRUST BLOCK, PRECAST

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THRUST BLOCK,CAST IN PLACE

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TAP VALVE & SLEEVE

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WYE

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TEE

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VALVE W/BLOW OFF

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VALVE

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METER, WATER

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REDUCER

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PLUG

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PRESSURE PIPE SYMBOLS

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BEND (VERTICAL, DOWN)

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HYDRANT

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BEND 90%%D

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AIR RELEASE

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UTILITY LINESTYLES

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SANITARY SEWER

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STORM DRAIN

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PIPE TO BE REMOVED

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FIBER OPTICS CABLE

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CABLE TV, BURIED

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CABLE TV, OVERHEAD

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PIPE TO BE ABANDONED

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TELEPHONE, OVERHEAD

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TELEPHONE, BURIED

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GUY WIRE AND ANCHOR

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GAS MAIN

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WATER MAIN

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FORCE MAIN

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RECLAIMED WATER

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UNDERDRAIN

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POWER, OVERHEAD

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POWER, BURIED

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HATCH LEGEND

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TO BE DEMOLISHED

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GENERAL LEGEND AND SYMBOLS

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XXXX-02

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1000 NORTH ASHLEY DRIVE AVE, SUITE 1000

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

CORRUGATED METAL PIPE

CORRUGATED PLASTIC PIPE

CONCRETE MONUMENT

CHAIN LINK FENCE

CENTERLINE OF CONSTRUCTION

CLEARANCE

CAST-IN-PLACE

CAST IRON PIPE

CURB INLET OR CAST IRON

CUBIC FEET

CATCH BASIN

CURB AND GUTTERC AND G

CMP

CPP

CLF

CIPL

CIP

COMMERCIAL

CONCRETE

CONSTRUCT

CORNER

CORRUGATED

COM

CONC

CONST

COR

CORR

CC/L OR

CSP

CTR

CORRUGATED STEEL PIPE

CENTER

CULV

CY CUBIC YARD

CULVERT

DBL

DRAIN

DRAWING

DRIVEWAY

DEPARTMENT OF TRANSPORTATION

DISPOSAL

DUCTILE IRON PIPE

DIMENSION

DIAMETER

DROP INLET or DUCTILE IRON

DEPARTMENT

DOUBLE

DEGREE OF CURVATURE

DIP

DISP

DOT

D/W

DWG

DIM

DIA

DEPT

EQUIPMENT

EQUATION OR EQUAL

ENGINEER

ENCLOSURE

EMBANKMENT

ELLIPTICAL

ELECTRIC

ELEVATION

EACH FACE

EACH

EAST

EDGE OF PAVEMENT

EQUIP

ENGR

ENCL

EMBK

ELLIP

ELEC

EL OR ELEV

E.F. OR E/F

ELLIPTICAL REINFORCED CONCRETE

EASEMENT

ENDWALL

EACHWAY

EXCAVATION

EXISTING

E.W. OR E/W

EXCAV

EXIST

ERCP

ESMT

CONCRETE PIPECP

CI/FT CUBIC INCH PER FOOT

PIPE

ETCETERAETCCOUNTY OR CLEAN-OUTCO

CMPA CORRUGATED METAL PIPE ARCH

CBM CITY BENCH MARK

DBH DIAMETER AT BREAST HEIGHT

INVERT

INTERMEDIATE

INSTALL

IRON PIPE

INCLUDED

INCORPORATED

INCH

INSIDE DIAMETER

INV

INTRMD

INSTL

INCL.

HYDRANT

HIGHWAY

HIGH WATER

HOUR

HORSE POWER

HIGH POINT

HORIZONTAL

HANDRAIL

HEADWALL

HIGH DENSITY POLYETHYLENE PIPE

GATE VALVE

GUTTER

GROUND

GRADE

GALVANIZED STEEL PIPE

GARAGE

GALVANIZED

GALLON

HDPE

HYD

HWY

H.P.

HORIZ

HNDRL

HDWL

GUT OR GTTR

GSP

GALV

GA OR GAL

GAR

GRND

JUNCTION BOXJB

F TO F

FOUND

FURN

FLOAT

FHWA

FUT

F/C

FLEX

F.M.

FES

FED

FUTURE

FACE OF CURB

FACE TO FACE

FEDERAL HIGHWAY ADMINISTRATION

FLARED END SECTION

FLEXIBLE

FLOTATION

FORCE MAIN

FOUNDATION

FURNISH

FEET OR FOOT

FEDERAL

FLOW LINE

FIRE HYDRANT

FCM FOUND CONCRETE MONUMENT

HARNESSED JOINTH

FEMA FEDERAL EMERGENCY MANAGEMENT

ADMINISTRATION

GRATE INLETGI

FIP FOUND IRON PIPE

FIR FOUND IRON ROD

BASELINE OF SURVEY

BACK OF WALK

BUTTERFLY VALVE

BOTTOM

BLOW-OFF

BENCH MARK

BOULEVARD

BULKHEAD

BUILDING

BACK

BITUMINOUS

BEGIN

BACK OF CURB

BACK TO BACK

B/L OR

B/W

BFV

BOT

BLKHD

BIT

B/C

B TO B

BEG

BLDG

BLVD

B.O.

BOX CULVERTBC

AASHO

AASHTO

OFFICIALS

HIGHWAY AND TRANSPORTATION

AMERICAN ASSOCIATION OF STATE

HIGHWAY OFFICIALS

AMERICAN ASSOCIATION OF STATE

AREA (OF LAND OR MASS)

ABD

ALT

ALUM

APPRH

APPROX

ASPH

ASPH CONC

ASTM

AVE

ABANDONED

ACRE

AHEAD

ALTERNATE

ALUMINUM

APPROACH

APPROXIMATE

ASPHALT

ASPHALTIC CONCRETE

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AVENUE

BRG BEARING

AMERICANS WITH DISABILITIES ACTA.D.A.

BRIDGE BENCH MARKBBM

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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BID SET

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GENERAL ABBREVIATIONS

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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NORTHEAST

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NUMBER

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MPH

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NGVD

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NATIONAL GEODETIC VERTICAL DATUM

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P/L OR P

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RIGHT-OF-WAY

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RAILROAD

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REPLACE OR REPLACED

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REMOVE OR REMOVED

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REINFORCED OR REINFORCEMENT

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RR OR R/R

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RELOC

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RCWM

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PAVEMENT

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PVC

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PVI

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PROJ

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PGL

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PAVT/PVMT

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PLAT

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SAN

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SECT

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SEW

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SF OR SQ FT

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SHLDR

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SI OR SQ IN

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SPEC

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SY OR SQ YD

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STANDARD SPECIFICATIONS FOR

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STATE ROAD

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SQUARE YARD

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SPECIFICATION

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SQUARE INCH

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SHOULDER

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SQUARE FOOT OR SQUARE FEET

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SEWER

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SECTION

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SOUTHEAST

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STORM DRAIN

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SANITARY

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SOUTH

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STANDARD

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STATION

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STREET

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(FLORIDA DOT)

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ROAD AND BRIDGE SPECIFICATION

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STA

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STD

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STR

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SYST

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SYSTEM

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SIDEWALK

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SOUTHWEST

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STRUCTURE

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TBM

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T/C OR TOC

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TEL

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TREAT

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TWP

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TYP

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TANGENT

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TEMPORARY BENCH MARK

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TOP OF BANK

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TOP OF CURB

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TELEPHONE

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TON

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TREATMENT

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TRAVEL WAY OR TRAVELED WAY

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TOWNSHIP

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TYPICAL

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UNDERGROUND

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UNDERDRAIN

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VERTICAL

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VITRIFIED CLAY PIPE

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VERTICAL FOOT OR VERTICAL FEET

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VERTICAL CURVE

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VERT

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VCP

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WATER TABLE, WEIGHT, OR WALL

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WATER MAIN

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WEST

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STL

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STEEL

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VARIES OR VARIOUS

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VAR

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TREATED

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TKNSS

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THICKNESS

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RECLAIM OR RECLAIMED

RCLM

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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PLANT ADDRESS: 1160 62ND AVE NE ST. PETERSBURG, FL 33702

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1. THE CONTRACTOR SHALL SIGN IN AND OUT DAILY THE CONTRACTOR SHALL SIGN IN AND OUT DAILY AT THE MAIN OFFICE BUILDING FOR THE NEWRF DURING CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR WORK HOURS SHALL BE 7:30 THE CONTRACTOR WORK HOURS SHALL BE 7:30 AM TO 4:30 PM UNLESS WRITTEN APPROVAL IS OBTAINED THROUGH THE CITY. 3. ALL DELIVERIES OF MATERIALS AND EQUIPMENT ALL DELIVERIES OF MATERIALS AND EQUIPMENT SHALL BE THROUGH ENTRANCE NUMBER TWO (2) AS SHOWN. 4. THE CONTRACTOR SHALL CONFINE ALL STORAGE THE CONTRACTOR SHALL CONFINE ALL STORAGE MATERIALS, EQUIPMENT, AND CONSTRUCTION OPERATIONS TO SUCH LIMITS AS SHOWN AND SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH MATERIALS.

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LEGEND

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TRAFFIC FLOW DIRECTION FOR DELIVERIES

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GENERAL OVERALL SITE PLAN AND STAGING AREA

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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ITEM

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REMARKS

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DATE

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NAME

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REMARKS

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

AutoCAD SHX Text 03/2021

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SMZ

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JLP

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AGG

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BID SET

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SMZ

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SITE PLAN

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NTS

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62ND AVE NE

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MAIN ENTRANCE

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ENTRANCE #2

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LAY DOWN/STAGING AREA

PROJECT LIMITS (SEE MECHANICAL SHEETS)

1/16"=1'-0"

16'0816

HAZEN AND SAWYER

1000 NORTH ASHLEY DRIVE AVE, SUITE 1000

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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WARNING

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THIS HOUSING RESTRAINS A VERY LARGE FORCE

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REMOVAL OF BOLTS HOLDING THIS HOUSING MAY RESULT IN SERIOUS INJURY

AutoCAD SHX Text BEFORE SERVICING, RELIEVE FORCE FROM HOUSING USING PROCEDURES IN MANUFACTURER'S MANUAL

AutoCAD SHX Text 11445-06

AutoCAD SHX Text STRUCTURAL CLARIFIER No. 5 STRUCTURAL IMPROVEMENTS

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NEW FRP LAUNDER (BY CLARIFIER MECHANISM MANUFACTURER)

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EXIST EFFLUENT DROP BOX

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1. CONCRETE REPAIRS FOR THE CLARIFIER TO BE COMPLETED IN CONCRETE REPAIRS FOR THE CLARIFIER TO BE COMPLETED IN ACCORDANCE WITH SPECIFICATION SECTION 03 01 30. 2. AFTER CONCRETE REPAIRS ARE COMPLETE, INTERIOR OF CLARIFIER TO BE AFTER CONCRETE REPAIRS ARE COMPLETE, INTERIOR OF CLARIFIER TO BE COATED IN ACCORDANCE WITH SPECIFICATION SECTION 09 90 00. 3. FIELD VERIFY AND PROVIDE DIMENSIONS TO MANUFACTURERS. FIELD VERIFY AND PROVIDE DIMENSIONS TO MANUFACTURERS. 4. ALL ELEVATIONS AND DIMENSIONS ARE BASED ON RECORD DRAWINGS ALL ELEVATIONS AND DIMENSIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY THE CITY AND ARE TO BE VERIFIED BY THE CONTRACTOR. 5. THE INNER WALL OF CLARIFIER No. 5 SHALL BE PAINTED FROM THE INNER WALL OF CLARIFIER No. 5 SHALL BE PAINTED FROM EL 112.15 (2 FEET BELOW HWL) TO EL 117.00 (TOP OF WALL) PER SPECIFICATION 09 90 00, ACCORDING TO THE CATEGORY OF CONCRETE, SUBMERGED IN WASTEWATER.

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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ITEM

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REMARKS

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DATE

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NAME

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REMARKS

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

AutoCAD SHX Text 03/2021

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SMZ

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JLP

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AGG

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BID SET

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SMZ

AutoCAD SHX Text 03/2021

SML

DEMOLITION

SECTION A-A

NEW

SECTION A-A

HAZEN AND SAWYER

1000 NORTH ASHLEY DRIVE AVE, SUITE 1000

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

AutoCAD SHX Text REMOVE UNSOUND MATERIALS BY APPROVED MEANS AND CLEAN SUBSTRATE. REBAR EXPOSED DURING REMOVAL OPERATIONS SHALL BE CLEANED AND PROTECTED WITH AN ANTI-CORROSION COATING. SEE SPECIFICATIONS

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EXIST CONC

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POLYMER MODIFIED REPAIR MORTAR, SEE SPECIFICATIONS

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EPOXY BONDING AGENT

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EXIST CONC

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SAWCUT AROUND PERIMETER TO PROVIDE 1/2" MIN MATERIAL DEPTH

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CHECKED BY:

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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ITEM

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REMARKS

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DATE

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NAME

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REMARKS

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

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SMZ

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JLP

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AGG

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BID SET

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SMZ

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AutoCAD SHX Text 11445-07

AutoCAD SHX Text STRUCTURAL CLARIFIER No. 5 REPAIR DETAIL PHOTOS

AutoCAD SHX Text REMOVE AND/OR BURN BACK UNUSED ANCHORS 1/2" MINIMUM BELOW SURFACE. VOIDS CREATED SHALL BE FILLED WITH SIKAGARD 62, DURACOTE 240 OR APPROVED EQUAL. THERE ARE 4 ABANDONED ANCHORS AND 2 ANCHORS FOR EACH OF THE EXISTING WEIR SUPPORTS THAT NEED TO BE REMOVED.

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KEY:

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AutoCAD SHX Text REMOVE ALL EXISTING LAUNDER SUPPORT BRACKETS. ANCHOR BOLTS SHALL REMAIN TO BE RE-USED.

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AutoCAD SHX Text CLEAN ALL CONTROL JOINTS AND INSTALL TYPE 8 SEALANT PER SPECIFICATION 07 90 00. THERE IS APPROXIMATELY 215 LF OF CONTROL JOINTS.

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AutoCAD SHX Text REPAIR CONCRETE SPALLS PER SPECIFICATION 03 01 30 AND DETAIL 1. THERE IS APPROXIMATELY 15 CF OF SPALL REPAIRS.

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AutoCAD SHX Text REMOVE/REPLACE ALL FASTENERS ATTACHING WALKWAY TOEBOARDS TO HANDRAIL POSTS WITH SIMILAR FASTENERS BUT OF T316 SS MATERIAL.

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AutoCAD SHX Text REPAIR LEAK IN EFFLUENT DROP BOX PER SPECIFICATION 03 01 30. THERE IS APPROXIMATELY 18 LF OF LEAK REPAIR.

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AutoCAD SHX Text MISCELLANEOUS REPAIR QUANTITIES ARE NOT PROVIDED BUT ARE DESCRIBED ON THIS SHEET AND SHALL BE DETERMINED BY THE CONTRACTOR.

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NOTE:

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%%UPHOTO 1

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%%UPHOTO 2

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%%UPHOTO 3

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%%UPHOTO 4

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%%UPHOTO 5

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%%UPHOTO 6

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DETAIL

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SPALL REPAIR

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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AutoCAD SHX Text MECHANICAL CLARIFIER No. 5 DEMOLITION PLAN AND SECTION

AutoCAD SHX Text CLARIFIER No. 5 PLAN

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NTS

AutoCAD SHX Text CLARIFIER No. 5 SECTION

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NTS

AutoCAD SHX Text CLARIFIER No. 5 WALKWAY DETAIL

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NTS

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%%ULEGEND

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TO BE REMOVED

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1. THE INFORMATION SHOWN ON THESE DRAWINGS ARE BASED ON RECORD DRAWINGS AND VISUAL OBSERVATION. THE INFORMATION SHOWN ON THESE DRAWINGS ARE BASED ON RECORD DRAWINGS AND VISUAL OBSERVATION. IN-FIELD CONDITIONS MAY VARY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS, ALL ELEVATIONS, MATERIALS AND CONDITIONS PRIOR TO STARTING ANY WORK. THERE SHALL BE NO PAYMENT FOR SUCH WORK. 2. THE CITY SHALL BE BE RESPONSIBLE FOR DRAINING THE CLARIFIER AND SHOULD COORDINATE WITH THE THE CITY SHALL BE BE RESPONSIBLE FOR DRAINING THE CLARIFIER AND SHOULD COORDINATE WITH THE CONTRACTOR WHEN THIS IS TO BE COMPLETED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE CLARIFIER AFTER IT HAS BEEN DRAINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE CLARIFIER AFTER IT HAS BEEN DRAINED. 4. THE HALO CHLORINE INJECTION SYSTEM SHALL BE REMOVED INCLUDING ALL SUPPORTS.THE HALO CHLORINE INJECTION SYSTEM SHALL BE REMOVED INCLUDING ALL SUPPORTS.

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NOTES:

AutoCAD SHX Text REMOVE LAUNDER BRACKETS AND SUPPORTS AS REQUIRED. RE-USE EXISTING ANCHOR BOLTS PER NOTE 1 SHEET 11445-07.

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REMOVE EXIST 3" RECLAIMED PIPING, FITTINGS AND VALVES

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REMOVE EXISTING INTERNAL RAS PIPING

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CHECKED BY:

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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REMARKS

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DATE

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NAME

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

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SMZ

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JLP

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AGG

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BID SET

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SMZ

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SML

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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WARNING

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THIS HOUSING RESTRAINS A VERY LARGE FORCE

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REMOVAL OF BOLTS HOLDING THIS HOUSING MAY RESULT IN SERIOUS INJURY

AutoCAD SHX Text BEFORE SERVICING, RELIEVE FORCE FROM HOUSING USING PROCEDURES IN MANUFACTURER'S MANUAL

AutoCAD SHX Text 11445-09

AutoCAD SHX Text MECHANICAL CLARIFIER No. 5 PROPOSED PLAN

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text 16'

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AutoCAD SHX Text CLARIFIER No. 5 PLAN

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(2) GALVANIZED FULL LENGTH RAKE ARMS W/ SPIRAL BLADES RAKE TANK BOTTOM TWICE PER REVOLUTION (FULL RADIUS)

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304 SS SKIMMER BLADE (TYP OF 2)

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DRIVE UNIT W/ VFD

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304 SS SCUM BOX 10' WIDE

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DIRECTION OF ROTATION 0.030 RPM

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304 SS FEED WELL W/ SUPPORTS

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CHAIN DRIVE W/ SPROCKETS AND GALVANIZED GUARD

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8'-0" X 8'-0" DRIVE PLATFORM 3/8" ALUMINUM CHECKERED FLOOR PLATE

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SCUM SKIMMING DEVICE W/ LOCKOUT

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WALKWAY (3'-0" WIDE) W/ 1-1/4" ALUMINIUM-BAR GRATING

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PROVIDE BOLTED ACCESS HATCH IN THIS AREA

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EXIST 36" SCI

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EXIST 6" WAS

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EXIST 18" RAS

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TO WAS/RAS PUMP STATION (SEE SHEET 11445-12)

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TO WAS/RAS PUMP STATION (SEE SHEET 11445-12)

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CONNECT NEW 6" SCUM DISCHARGE PIPING TO EXISTING 6" WALL PIPE AS REQUIRED

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NEW FRP "V" NOTCH WEIR PLATE

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NEW FRP LAUNDER

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(2) 3/4" DIA. X 8-1/2" LONG EXPANSION TYPE ANCHOR BOLTS W/ (2) NUTS EACH 304 SS 2-3/4" PROJECTION

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DRIVE CONTROL W/ LOAD INDICATOR

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EXIST EFFLUENT DROP BOX

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EXIST 36" SCE

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EXIST 1-1/2" PSW

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EXIST 6" PSW

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STAMFORD BAFFLE PANELS (TYP ALL AROUND)

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AutoCAD SHX Text 11445-15

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AutoCAD SHX Text 11445-14

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AutoCAD SHX Text 11445-10

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1. FIELD VERIFY AND PROVIDE DIMENSIONS TO MANUFACTURERS. FIELD VERIFY AND PROVIDE DIMENSIONS TO MANUFACTURERS. 2. ALL ELEVATIONS AND DIMENSIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY ALL ELEVATIONS AND DIMENSIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY THE CITY AND ARE TO BE VERIFIED BY THE CONTRACTOR.

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NOTES:

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CONNECT NEW 2" PVC PSW TO EXISTING 2" PSW BALL VALVE

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EXIST HOSE BIBB AND REEL

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EXIST HOSE BIBB AND REEL

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EXIST HOSE BIBB AND REEL

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INSTALL NEW 6" BLIND FLANGE

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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ITEM

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REMARKS

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DATE

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NAME

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REMARKS

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

AutoCAD SHX Text 03/2021

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SMZ

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JLP

AutoCAD SHX Text Prepared By:

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AGG

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BID SET

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SMZ

AutoCAD SHX Text 03/2021

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SML

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AutoCAD SHX Text 11445-14

AutoCAD SHX Text PROVIDE 1/2" THICK, 3' X 2.5' WIDE STEEL PLATE FOR SURFACE MOUNTING BASE RECEPTACLE AND DAVIT ARM. REFER TO PHOTO 7 FOR ADDITIONAL DETAILS AND DAVIT ARM REQUIREMENTS. INCLUDE HINGED GATE IN GUARDRAIL FOR ACCESS

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%%UPHOTO 7 %%U

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NTS

PROVIDE STEEL PLATE AND SURFACE MOUNTING RECEPTACLE AS SHOWN ABOVE. ALSO INCLUDED IS A COLUMN DAVIT ARM TO BE USED FOR EXTRACTION EQUIPMENT. DAVIT ARM TO BE STEEL ZINC PLATED PER ASTM B633. MUST BE ABLE TO WITHSTAND PERSONNEL LOAD OF 310 LBS AND MATERIAL LOAD OF 620 LBS.

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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AutoCAD SHX Text MECHANICAL CLARIFIER No. 5 PROPOSED SECTION

AutoCAD SHX Text 3/32"=1'-0"

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AutoCAD SHX Text 11'

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AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 5'

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EXIST 40" DIA INFLUENT COLUMN TO BE DEMOLISHED

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EXIST 20" SLUDGE RETURN

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EXIST 36" SCE

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CUT EXIST 20" SLUDGE RETURN APPROX 2" ABOVE EXIST GROUT AND REMOVE

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EXIST 6" WAS

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TO WAS/RAS PUMP STATION (SEE SHEET 11445-12)

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DETAIL

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AutoCAD SHX Text 3/16"=1'-0"

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BOLTED ACCESS HATCH

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SKIMMER BLADE

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SKIMMER ARM 304SS

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SKIMMING DEVICE

AutoCAD SHX Text 304 SS FEEDWELL 1/4" PLATE WITH (8) 4" X 16" SCUM PORTS 304 SS WEIR PLATES VERTICAL ADJUSTABLE BAFFLES

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PLATFORM HANDRAIL MECHANICAL 1-1/2" DIA.

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304SS DISPERSION WELL

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GALVANIZED RAKE ARM (2) LONG ARMS

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FRP WEIR "V" NOTCH WEIR PLATE TOP ELEV. 114.15 BOTTOM ELEV. 113.90

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TO SCUM EJECTOR

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8" SCUM

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GALVANIZED CAGE

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GALVANIZED 9' DIA SLUDGE DRUM

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GALVANIZED CAGE - 4'-0" SQUARE

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EFFLUENT TROUGH AND SUPPORT BRACKETS (SEE SHEETS 11445-14 AND 11445-15)

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TO END OF WALKWAY

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TO WALKWAY ANCHORS

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DENSITY BAFFLE BAFFLE PANEL (TYP ALL AROUND)

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AutoCAD SHX Text 11445-15

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AutoCAD SHX Text 11445-14

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2" PSW W/ (11) SPRAY NOZZLES @ 3' ON CENTER

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2" PSW FOR SPRAY WATER TO FEEDWELL

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ELEV. 117.00

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ELEV. 110.90

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ELEV. 106.90

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EXIST GRADE ELEV. VARIES FROM 102.00 TO 103.00

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TOP OF FOOTING

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ELEV. 99.00

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ELEV. 96.00

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SECTION

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AutoCAD SHX Text 3/32"=1'-0"

AutoCAD SHX Text 11445-09

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1. FIELD VERIFY AND PROVIDE DIMENSIONS TO MANUFACTURERS. FIELD VERIFY AND PROVIDE DIMENSIONS TO MANUFACTURERS. 2. ALL ELEVATIONS AND DIMENSIONS ARE BASED ON RECORD DRAWINGS ALL ELEVATIONS AND DIMENSIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY THE CITY AND ARE TO BE VERIFIED BY THE CONTRACTOR. 3. DESIGN OF CONFIGURATION AND CONNECTION BETWEEN EXISTING RAS PIPE AND SLUDGE DRUM OR RING SHALL BE DETERMINED BY THE CLARIFIER MECHANISM MANUFACTURER. ANY FLOOR OR DRAIN SUMP MODIFICATION SHALL BE DETERMINED BY THE CLARIFIER MECHANISM MANUFACTURER AND SHALL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST. 4. ANY CONCRETE FILL, IF REQUIRED, SHALL MEET THE REQUIREMENTS OF SECTION 3, TYPE ii CAST - IN - PLACE CONCRETE.

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NOTES:

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ELEV. 114.15

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INSTALL 8" SCUM PIPING FROM FITTING TO NEW SCUM BOX (SEE PHOTO'S A AND B)

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EXIST HANDRAIL

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FRP SCUM BAFFLE

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

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SMZ

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JLP

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AutoCAD SHX Text 30" WIDE x 24" DEEP FRP LAUNDER W/ DROP BOX 30" WIDE x 36" DEEP

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ELEV. 111.90

AutoCAD SHX Text 30" WIDE x 24" DEEP FRP LAUNDER

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SEE NOTES 3 AND 4

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CONCRETE FILL SEE NOTES 3 AND 4

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REMOVE EXISTING 8" SCUM TO FITTING

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8" SCUM PIPING TO BE REMOVED

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PHOTO A

PHOTO B

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

AutoCAD SHX Text 11445-11

AutoCAD SHX Text MECHANICAL CLARIFIER No. 5 WAS AND RAS PUMP STATION DEMOLITION PLAN

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%%ULEGEND

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TO BE REMOVED

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WAS AND RAS PUMP STATION PLAN

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NTS

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SMZ

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JLP

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SEE SHEET 11445-12 FOR NEW WAS PIPING

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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MECHANICAL MECHANICAL DETAILS

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SCUM COLLECTION DRUM

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10"X18" SCUM COLLECTION PORT (TYP OF 2)

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STAINLESS SEAL STRIP ATTACHED FOR ZERO CLEARANCE W/ SS SELF TAPPING FASTENERS

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V-NOTCH WEIR

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SCUM BAFFLE

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 1 1/2"

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1/4" FRP BAFFLE PLATE

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12'-0" MAX

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CLOSING PLATE LENGTH TO SUIT (ONE REQUIRED)

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12"X1/4"X6" LONG FRP BUTT PLATE (TYP) PROVIDE 7/16" DIA HOLES

AutoCAD SHX Text 7/16" DIA HOLES, COUNTER SUNK IN 12"X1/4" FRP BAFFLE PLATE FOR 3/8" DIA FLATHEAD SS MACHINE BOLTS AND NUTS W/ 2" DIA X1/4" FRP WASHERS (TYP)

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MAX

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MAX

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CONC CLARIFIER WALL

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1/2"X4" LONG SS BOLTS

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1/4" FRP BOTTOM BRACKET

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EL 114.15 (TOP OF WEIR)

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1/4" FRP TOP BRACKET

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EL 114.36

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9/16"X2 1/2" SLOTTED HOLES (TYP)

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SOLID TOP

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36" INFLUENT COLUMN THROUGH DRUM

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BOTTOM BRACKET

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TOP BRACKET

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DETAIL

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AutoCAD SHX Text 3/4" = 1'-0"

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WEIR PLATE

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HWL

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ELEV. 114.15

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DETAIL

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AutoCAD SHX Text 3/4" = 1'-0"

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BAFFLE/WEIR PLATE CONNECTION TO TROUGH

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DETAIL

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SCUM COLLECTION DRUM

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DETAIL

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BAFFLE PLATE

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

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SMZ

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JLP

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AGG

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SMZ

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1/2"X4" LONG SS BOLTS

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AutoCAD SHX Text 3/4"=1'-0"

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AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text 3 3/4"

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SLOT, TYP

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WEIR PLATE

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@2'-0" OC MAX

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BOLTS W/7"%%C WASHERS

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MAX SPACING

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AutoCAD SHX Text 90%%D

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TYP

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3/8"%%C 316 SST EXPANSION

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3/4" CHAMFER AND SEALANT

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BOT OF NOTCH EL 113.90

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TOP OF WALL EL 113.73

AutoCAD SHX Text NOTES: 1. SCUM BAFFLE NOT SHOWN FOR SCUM BAFFLE NOT SHOWN FOR CLARITY. 2. ELEVATIONS SHOWN FOR CLARIFIER ELEVATIONS SHOWN FOR CLARIFIER 5. SEE HYDRAULIC PROFILE FOR PROPER ELEVATIONS FOR OTHER CLARIFIERS. 3. ALL FASTENERS, BOLTS AND NUTS ALL FASTENERS, BOLTS AND NUTS SHALL BE 316 SST.

AutoCAD SHX Text PROVIDE FOR WEIR ADJUSTMENT OF ±2" FROM THE ELEVATIONSINDICATED. ALL WEIRS SHALL BE INSTALLED TO WITHIN 0.01 FT OF ELEVATIONS INDICATED.

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FRP LAUNDER (BY CLARIFIER MECHANISM MANUFACTURER)

AutoCAD SHX Text 316 SST LAUNDER SUPPORT BRACKET BY CLARIFIER MECHANISM MANUFACTURER. BRACKET SHALL BE SUPPORTED BY EXISTING ANCHOR BOLTS.

ELEV. 111.90

TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

AutoCAD SHX Text FIELD DRILL UNDERLAP FOR 1/4"x 1 1/4" - 316 SST HEX HEAD BOLTS, NUTS AND WASHERS

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SHOP-DRILL 5/16" EVERY 8" (5 PLACES), IN FAR END OF BAFFLE

AutoCAD SHX Text 1/2"x3-3/4" 316 S.S. CONCRETE ADHESIVE ANCHORS

AutoCAD SHX Text MOLD-IN PILOT DIMPLES EVERY 8-INCHES. AFTER BRACES INSTALLED, LOCATE BAFFLE SO DIMPLES ARE OVER 45-DEG ANGLE ON BRACE. FIELD DRILL 5/16" AT DIMPLES FOR 1/4"x 1 1/4" - 316 SST HEX HEAD BOLTS, NUTS AND WASHERS

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MOLDED VENT, 3" DIA HALF-ROUNDED, TYP

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BAFFLE ATTACHED TO WALL

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FINISHED GRADE

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ADJUSTABLE VALVE BOX

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GATE VALVE

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AS REQUIRED

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MARCH 1993

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SWB

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AutoCAD SHX Text H

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SWB

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NOTES:

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1. H = HARNESSED JOINT. (MECHANICAL JOINT W/ D.I. RETAINER GLAND).

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2. ASSEMBLY AS SHOWN IS FOR A 4" AND LARGER GATE VALVE, TAPPING VALVE, BUTTERFLY VALVE, AND

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PLUG VALVE ARE SIMILAR.

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3. 2" VALVE, JOINT ENDS SHALL BE THREADED.

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SWB

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AutoCAD SHX Text CONCRETE PAD: 18"x18"x4" THICK, AutoCAD SHX Text

IN UNPAVED AREAS

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PAD 1" ABOVE

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FINISHED GRADE

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VALVE AND VALVE BOX

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SWB

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FOR PLAN VIEW SEE

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FRP LAUNDER WALL

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57'-2" RADIUS

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DENSITY CURRENT BAFFLE

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DETAIL

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DENSITY CURRENT BAFFLE PLAN VIEW

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SECTION

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SECTION

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EL 114.15 (TOP OF WEIR)

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HWL

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ELEV. 114.15

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EXISTING CLARIFIER WALL

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ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT CITY OF ST. PETERSBURG

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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SUPERVISED BY:

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SMZ

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JLP

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AGG

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BID SET

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SMZ

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MECHANICAL MECHANICAL DETAILS

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TAMPA, FLORIDA 33602

PHONE: (813) 630-4498 FAX: (813) 630-1967

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WARNING

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THIS HOUSING RESTRAINS A VERY LARGE FORCE

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REMOVAL OF BOLTS HOLDING THIS HOUSING MAY RESULT IN SERIOUS INJURY

AutoCAD SHX Text BEFORE SERVICING, RELIEVE FORCE FROM HOUSING USING PROCEDURES IN MANUFACTURER'S MANUAL

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AutoCAD SHX Text ELECTRICAL CLARIFIER No. 5 ELECTRICAL PLAN

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text 16'

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AutoCAD SHX Text CLARIFIER No. 5 PLAN

AutoCAD SHX Text 1/8"=1'-0"

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NEW TORQUE ALARM SWITCHES

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CITY PROJECT MANAGER: DIANA SMILLOVA

AutoCAD SHX Text NORTHEAST WATER RECLAMATION FACILITY CLARIFIER No. 5 IMPROVEMENTS

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SEE BAR SCALE

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MARCH 2021

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DBS

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SMZ

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JCK

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JLP

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BID SET

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SMZ

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AutoCAD SHX Text REUSE EXISTING PULSAR SLUDGE FINDER 2 DENSITY SENSOR SUSPENDING SENSOR FROM NEW BRIDGE SIMILAR TO EXISTING INSTALLATION (SEE NOTE 1).

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CLARIFIER NO.5

AutoCAD SHX Text NOTES: : 1. EXISTING DENSITY METER TO BE REINSTALLED OFF NEW WALKWAY BRIDGE TO MATCH EXISTING EXISTING DENSITY METER TO BE REINSTALLED OFF NEW WALKWAY BRIDGE TO MATCH EXISTING INSTALLATION. UTILIZE TYPE 316 SST HARDWARE TO SECURE IN PLACE. COORDINATE WITH MANUFACTURER FOR SUPPORTS REQUIRED. 2. REMOVE EXISTING DENSITY METER CABINET AND STORE SAFELY IN A CLEAN, DRY ENVIRONMENT. REMOVE EXISTING DENSITY METER CABINET AND STORE SAFELY IN A CLEAN, DRY ENVIRONMENT. REINSTALL CABINET ON NEW BRIDGE AND CONNECT NEW POWER, NEW ANALOG SIGNAL, AND EXISTING MFR'S CABLE TO REPLACE EXISTING CABLING TO PLC. 3. REMOVE EXISTING CCP AND INSTALL NEW CCP, CONNECT TO NEW CABLING TO/FROM MCC-1 VIA REMOVE EXISTING CCP AND INSTALL NEW CCP, CONNECT TO NEW CABLING TO/FROM MCC-1 VIA NEW SST JB, SST 3/4"C. 3=#12, 1#12G. 4. AT EXISTING CLARIFIER WALL, REUSE THREE EXISTING WALL CONDUITS TO CONNECT THREE AT EXISTING CLARIFIER WALL, REUSE THREE EXISTING WALL CONDUITS TO CONNECT THREE REPLACEMENT SST CONDUITS ON BOTH SIDES OF WALL. 5. PROVIDE NEW YASKAWA P7 VFD, MOUNT TO WALL BETWEEN EXISTING WAS PUMP VFD AND MCC1, PROVIDE NEW YASKAWA P7 VFD, MOUNT TO WALL BETWEEN EXISTING WAS PUMP VFD AND MCC1, AND CONNECT POWER IN AND POWER OUT TO EXISTING STARTER AND CONTROLS ON MCC1 FOR CLARIFIER #5. REUSE EXISTING STARTER CUBICLE BREAKER TO FEED NEW VFD AND REUSE EXISTING ON INDICATOR, HIGH TORQUE INDICATOR, ETM, AND RESET PUSHBUTTON ON MCC CUBICLE FRONT TO INTERFACE WITH NEW VFD. CONNECT NEW POWER WIRE TO NEW CLARIFIER DRIVE TO OUTPUT OF NEW VFD. CONDUIT BETWEEN VFD AND MCC1 - 1"C, 6-#12, 1-#12G, 8-#14. 6. CONNECT NEW SST RISER CONDUIT AT CLARIFIER WALL TO EXISTING BURIED CONDUIT TO LP-1 FOR CONNECT NEW SST RISER CONDUIT AT CLARIFIER WALL TO EXISTING BURIED CONDUIT TO LP-1 FOR POWER TO CLARIFIER NO.5 LIGHTS (CKT 4). PULL NEW 5-#12, 1-#12G THROUGH EXISTING BURIED CONDUIT AND CONNECT TO EXISTING BREAKER FEED AT LP-1. 7. REPLACE EXISTING STL CONDUIT ON EXTERIOR OF CLARIFIER WALL FOR EXISTING CONTROL SIGNALS REPLACE EXISTING STL CONDUIT ON EXTERIOR OF CLARIFIER WALL FOR EXISTING CONTROL SIGNALS FOR CLARIFIER NO.5 WITH NEW SST 3/4"C AND CONNECT TO EXISTING BURIED CONDUIT.

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File details come from the government source that posted it. Updated Sep 22, 2025.