Addendum_#1_-_PS_22_Upgrades_Bid_Set_Drawings_(8-15-25).pdf

LOCATION MAP

CITY COUNCIL

STEVEN D. LOSNER Mayor SEAN L. FLETCHER Vice Mayor TOM DAVIS Council Member LARRY ROTH Council Menber JENIFER N. BAILEY Council Member ERICA G. ÁVILA Council Member CLEMENTE CANABAL Council Member

CITY OF HOMESTEAD

DRAWING No. G-01

SHEET 1 OF 22

PUBLIC WORKS DEPARTMENT

ENGINEER'S PROJECT No.: 41055-081

PUMP STATION 22 UPGRADES

BID SET

JULY 2025

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771

E MOWRY DRIVE

SW 320TH STREET

PUMP STATION 22

PROJECT SITE

BI

D

S

ET

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE SHEET DESCRIPTION

GENERAL

1 G-01 COVER SHEET

2 G-02 ABREVIATIONS AND SYMBOLS

CIVIL

3 C-01 PS 22 EXISTING BYPASS SYSTEM AND DEMOLITION PLANS

4 C-02 PS 22 PROPOSED YARD PIPING AND SITE PLAN

5 C-03 PAVEMENT RESTORATION

6 C-04 CIVIL DETAILS SHEET 1

7 C-05 CIVIL DETAILS SHEET 2

8 C-06 CIVIL DETAILS SHEET 3

9 C-07 CIVIL DETAILS SHEET 4

MECHANICAL

10 M-01 PUMP STATION 22 PLAN

11 M-02 PUMP STATION 22 SECTION SHEET 1

12 M-03 PUMP STATION 22 SECTION SHEET 2

13 M-04 MECHANICAL DETAILS SHEET 1

14 M-05 MECHANICAL DETAILS SHEET 2

STRUCTURAL

15 S-01 STRUCTURAL NOTES

16 S-02 STRUCTURAL PUMP STATION PLAN

17 S-03 STRUCTURAL PUMP STATION SECTION

ELECTRICAL

18 E-01 ELECTRICAL NOTES

19 E-02 ELECTRICAL LEGENDS AND SYMBOLS

20 E-03 ELECTRICAL SCHEDULES AND DETAILS

21 E-04 LOCAL CONTROL PANEL - SHEET 1

22 E-05 LOCAL CONTROL PANEL - SHEET 2

DESIGNED

DRAWN

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

RESTRAINED JOINTRJ

FORCE MAIN (WASTEWATER)FM

RESTRAINEDREST.

RADIUSRAD, R

PRESSURE INDICATOR (GAUGE)PI

WITH OUTW/O

HIGH DENSITY POLYETHYLENEHDPE

GRAVITY DRAINGD

FIGUREFIG

DECANTDEC

BASIN DRAINBD

REINFORCED CONCRETE PIPERCP

CAST IRON PIPECIP

HAND INDICATING CONTROLLERHIC

THICKENED WASTE ACTIVATED SLUDGE

STA STATION

HIC HAND INDICATING CONTROL

SECTION LETTER

SECTION LETTER

DRAWING ON WHICH

SECTION APPEARS

SECTION WAS TAKEN

DRAWING ON WHICH

DETAIL NUMBER

DETAIL IS SHOWN

DRAWING FROM WHICH

RECIRCULATION

RETURN ACTIVATED SLUDGE

PROPERTY LINE

POTABLE WATER

POUNDS PER FOOT

FIN

FE

FL

GALV

FW FILTERED WATER

FIRE EXTINGUISHER

FLOOR

GALVANIZED

FINISH

RAS

RECIR

P/L, P

LBS/FT

PW

REQUIRED

REINFORCING

REHABILITATION

REDUCER

SANITARY

REUSE WATER

RIGHT OF WAY

SQUARE

SPECIFICATION

SHEET

SYMMETRICAL

STRUCTURAL

STEEL

STAINLESS STEEL

TO BE DETERMINED

SECTION

GR

HP

INJ

HORIZ

HWH

INFL

INJECTION

HIGH POINT

INFLUENT

HORIZONTAL

GRADE

HOT WATER HEATER

IF

INT

ISO

INSUL

IQ

INV

JT, J

LG

INVERT

IRRIGATION QUALITY

INSULATION

ISOLATION

INTERIOR

INSIDE FACE

LONG

JOINT

ID INSIDE DIAMETER

SYMM

STRUC

SPEC

SECT

SHT

SAN

REINF

REQ'D

R/W, ROW

RED

REHAB

STL

S.S.

SQ

RW

TBD

SECTION IDENTIFICATION

SECTION AND DETAIL IDENTIFICATION

DETAIL IDENTIFICATION

(1) DETAIL CALL-OUT ON DRAWING C-1 AS:

(2) ON DRAWING C-2 THIS DETAIL IDENTIFIED AS:(2) ON DRAWING C-2 THIS SECTION IS IDENTIFIED AS:

(1) SECTION CUT ON DRAWING C-1:

DRAWING ON WHICH

DETAIL IS SHOWN

STANDARD DETAILNUMBER

DETAIL IS CALLED OUT

DRAWING FROM WHICH

SOCIETY STANDARD SYMBOLS. SEE AMERICAN

INSTITUTE OF STEEL CONSTRUCTION MANUAL.

THICK

TEMPORARY

TYPICAL

TOP OF SLAB

VENT THROUGH ROOF

TEMPERATURE INDICATOR

TOP OF CONCRETE

WATER LEVEL

WATER

VERTICAL

WITH

WIDE

WELDED WIRE FABRIC

WASTE ACTIVATED SLUDGE

LINELN

LP

MH

LWL

MIN

MECH, M

MAX

MO

MFGR

MINIMUM

MASONRY OPENING

LOW WATER LEVEL

MECHANICAL

MAXIMUM

MANUFACTURER

MANHOLE

LOW POINT

W

No.

NTS

NIC

OC

OD

OF

OPNG OPENING

NOT IN CONTRACT

ON CENTER

NUMBER

NOT TO SCALE

OUTSIDE FACE

OUTSIDE DIAMETER

W/

WTR

WWF

W/L

WAS

VERT

VTR

TOC

TWAS

THK

TEMP

TOS

TYP

TI

POT POTABLE

NOTES:

STANDARD DETAIL IDENTIFICATION

(1) ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL SHEETS.

(2) FOR WELDING SYMBOLS USE AMERICAN WELDING

(2) ON DRAWING C-4 THIS DETAIL IDENTIFIED AS:

(1) DETAIL CALL-OUT ON PLAN OR SECTION:

ARCHITECTURAL

BOTTOM

BLOCK

BID PACKAGE

BUILDING

BOTT

BLK.

ARCH.

B.P.

BLDG

BLIND FLANGE

AIR RELIEF VALVE

BALL VALVE

BUTTERFLY VALVE

BV

ARV

BF

BFV

VALVES, FITTINGS, ETC.

CENTER LINE

CATCH BASIN

CHECKERED

CLEAN OUT

CHLORINE

COLUMN

CLEAR

CO

CHLOR, CL

COL

CLR.

CC

C

CB

CHK'D

CONTINUOUS

CONSTRUCTION

CONCRETE

CONTRACTOR

DIAMETER

DIAGONAL

DETAIL

DIGESTER

DIA

CONT.

DIAG

DET

CONTR.

CONST.

CONC.

DIG

COMPANYCO.

CHECK VALVE

COUPLING

FLANGE

FITTING

FIRE HYDRANT

EXPANSION JOINT

CLV

CV

CPLG

EXP. JT.

FH

FLG, F

FTG

GATE VALVE

LONG RADIUS

MECHANICAL JOINT

HOSE BIBB

NATIONAL PIPE THREAD

PLUG VALVE

PUMP STATION

PLAIN END

GV

LR

MJ

HB

NPT

PE

PV

P.S.

FLOOR DRAINFD

CHLORINE GAS VALVE UNDER VACUUM

SYMBOLS

MOTOR OPERATED VALVE

BUTTERFLY VALVE/DAMPER

BALL VALVE

SOLENOID VALVE

PRESSURE REGULATING VALVE

PRESSURE REDUCING/RELIEF VALVE

THREE WAY VALVE

PLUG VALVE

GATE VALVE

HOSE BIBB (ELEVATION)

HOSE BIBB (PLAN)

CHECK VALVE

DOWN

DISCHARGE

DIMENSION

DOWEL

EACH WAY

EACH FACE

EACH END

EACH

DRAWING

EW

EF

EE

DWG

DISCH

DIM

DWL.

EA

DN

ELECTRIC

EFFLUENT

ECCENTRIC

ELEVATION

EXISTING

EQUIPMENT

EXHAUST

EXPANSION

EL, ELEV

EXIST

EQUIP

ELEC.

EFF

ECC

EXH

EXP

ROOF DRAIN

THREADED

FORCE MAIN

COPPER

PIPING

DUCTILE IRON PIPE

VACUUM

PRV

RD

THD

SOV

FM

DIP

CU

VAC

POLYVINYLCHLORIDE

IRON PIPE SIZE

AIR CONDITIONER

GENERAL

AIR SCOUR

ALUMINUM

GSP

IPS

PVC

A/C

AIR

AL, ALUM

SOLENOID OPERATED VALVE

GALVANIZED STEEL PIPE

PRESSURE RELIEF VALVE

EXTERIOREXT

ANGLE

APPROXIMATEAPPROX.

FLANGED JOINT

WELDED JOINT

PUSH-ON JOINT

MECHANICAL JOINT

GAUGE

CENTER TO CENTER

ABBREVIATIONS

CMP CORRUGATED METAL PIPE

DIAPHRAGM VALVE

FTG FOOTING

HWL HIGH WATER LEVEL

STD STANDARD

FIBERGLASS REINFORCED PIPEFRP

REINFORCED CONCRETE PRESSURE PIPERCPP

A C-2

SECTION A

C-1

C-2

DETAIL 1

C-1

C-4

DETAIL 2

ANCHOR BOLTAB

DRAIND

BACKWASH SUPPLYBS

BACKWASH WASTEBW

FEFF FILTER EFFLUENT

FINFL FILTER INFLUENT

WITH MOTOR OPERATORW/MO

CPLG, C COUPLING

PRESTRESSED CONCRETE CYLINDER PIPEPCCP

FT FOOT

LBS POUNDS

LAT. LATERIAL

L.P. LIGHT POLE

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

L

PAVEMENTPVT

REVISIONREV

REJECT WATERRJW

SECTION LINESL

THREADED JOINT

VENTURI METER

FLAME ARRESTER

EXPANSION JOINT COUPLING

HARNESSED EXPANSION JOINT COUPLING

GROOVED COUPLING

MECHANICAL COUPLING

HARNESSED MECHANICAL COUPLING

UNION

MAGNETIC METER

NEW STRUCTURE OR UTILITY-THIS CONTRACT

FIRE HYDRANT

SEALED MANHOLE

MANHOLE

SCALE OF DRAWING PERMITS)

EXISTING PIPELINE (DOUBLE LINE IF

EXISTING STRUCTURE OR UTILITY

REDUCER (DOUBLE LINE)

REDUCER (SINGLE LINE)

PIPE SUPPORT

IF SCALE OF DRAWING PERMITS)

NEW PIPELINE-THIS CONTRACT (DOUBLE LINE

PO PUSH ON

LENGTHLGTH

LOC

M.B. MAILBOX

LOCATION

POINT OF CURVATUREP.C.

P.I. POINT OF INTERSECTION

POINT OF TANGENCYP.T.

SLUICE GATE

SLIDE GATE

STOP LOG

L

MECHANICAL COUPLINGMC

RESTRAINED JOINTRJ

DENOTES DIMENSIONS OR ELEVATIONS

DEPENDENT ON EQUIPMENT SUPPLIED.

DETAIL NUMBER

STANDARD DETAILNUMBER

NOTE: IF PLAN AND SECTION (OR DETAIL CALL-OUT

AND DETAIL) ARE SHOWN ON SAME DRAWING,

DRAWING NUMBER IS REPLACED BY A DASH.

C.L.K.

A.G.J.

G-02J.O.H.

41055-081-G-02.DWG

C.L.K.

ABREVIATIONS AND SYMBOLS

1. A HORIZONTAL DISTANCE OF AT LEAST 6 FEET, AND PREFERABLY 10 FEET (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE SEWER PIPES AND WATER PIPES. THE MINIMUM HORIZONTAL SEPARATION CAN BE REDUCED TO 3 FEET FOR VACUUM TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE TOP OF THE SEWER PIPE IS AT LEAST 6 INCHES BELOW THE BOTTOM OF THE WATER PIPE. WHEN THE ABOVE SPECIFIED HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY

CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF ONE OF THE FOLLOWING IS MET:

A) THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE AND PRESSURE TESTED

AT 150 PSI.

B) THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE.

C) THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER PIPE.

2. A VERTICAL DISTANCE OF AT LEAST 12 INCHES (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN ANY WATER AND SEWER MAINS WITH SEWER PIPES PREFERABLY CROSSING UNDER WATER MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED TO 6 INCHES FOR VACUUM TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE SEWER PIPE IS BELOW THE WATER MAIN. THE CROSSING SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 6 FEET FROM ALL JOINTS IN GRAVITY AND PRESSURE SEWER PIPES. THIS DISTANCE CAN BE REDUCED TO 3 FEET FOR VACUUM TYPE SEWERS. WHEN THE ABOVE SPECIFIED VERTICAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER

SEPARATIONS ARE ALLOWED IF ONE OF THE FOLLOWING IS MET:

A) THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE AND PRESSURE TESTED

AT 150 PSI.

B) THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE.

3. AIR RELEASE VALVES SHALL BE PROVIDED AT HIGH POINTS OF NEW FORCE MAIN SANITARY SEWERS.

4. GRAVITY SANITARY SEWERS CONSTRUCTED WITHIN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE C-900 PVC OR DUCTILE IRON PIPE. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS

CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE:

A) RESIDENTIAL LAND USES. FIFTY (50) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY, BASED ON A MINIMUM TWO (2) HOUR TEST HAVING A MINIMUM OF TWO (2) FEET OF POSITIVE HEAD ABOVE THE CROWN OF

THE PIPE.

B) NON-RESIDENTIAL LAND USES. TWENTY (20) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY, BASED ON A MINIMUM TWO (2) HOUR TEST HAVING A MINIMUM OF TWO (2) FEET OF POSITIVE HEAD ABOVE THE CROWN

OF THE PIPE.

C) ANY OBSERVED LEAKS OR ANY OBVIOUSLY DEFECTIVE JOINTS OR PIPES SHALL BE REPLACED EVEN WHEN

THE TOTAL LEAKAGE IS BELOW THAT ALLOWED.

5. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED OUTSIDE A PUBLIC WELLFIELD PROTECTION AREA SHALL BE ONE HUNDRED (100) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY, BASED ON A MINIMUM TWO (2) HOUR TEST HAVING A MINIMUM OF TWO (2) FEET OF POSITIVE HEAD ABOVE THE CROWN OF THE PIPE. ANY OBSERVED LEAKS OR ANY OBVIOUSLY DEFECTIVE JOINTS OR

PIPES SHALL BE REPLACED EVEN WHEN THE TOTAL LEAKAGE IS BELOW THAT ALLOWED.

6. FORCEMAIN SANITARY SEWERS CONSTRUCTED WITHIN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE

DUCTILE IRON, C-900 PVC, HDPE OR REINFORCED CONCRETE PRESSURE SEWER PIPES.

7. THE MAXIMUM ALLOWABLE EXFILTRATION/LEAKAGE RATE OF FORCEMAIN SANITARY SEWERS SHALL BE:

A) DUCTILE IRON, C-900 PVC, HDPE AND PVC PIPE. THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION STANDARD (AWWAS) C600-82 AT A TEST PRESSURE OF 100 PSI FOR A DURATION

OF NOT LESS THAN TWO (2) HOURS.

B) REINFORCED CONCRETE PRESSURE PIPE. HALF (1/2) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AWWA C600-82 AT A TEST PRESSURE OF 100 PSI FOR A DURATION OF NOT LESS THAN TWO (2) HOURS.

C) ANY OBSERVED LEAKS OR ANY OBVIOUSLY DEFECTIVE JOINTS OR PIPES SHALL BE REPLACED EVEN WHEN

THE TOTAL LEAKAGE IS BELOW THAT ALLOWED.

8. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, AND CHARACTER OF EXISTING UNDERGROUND UTILITIES

PRIOR TO START OF CONSTRUCTION.

9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC. IN THE SAME TRENCH

ABOVE AN EXISTING WATER OR SEWER PIPE EXCEPT WHERE THEY CROSS.

10. IF ANY AREA OF THE WORK SITE IS FOUND TO CONTAIN BURIED SOLID WASTE AND/OR GROUND OR GROUND

WATER CONTAMINATION, THE FOLLOWING SHALL APPLY:

A) ALL WORK IN THE AREA SHALL FOLLOW ALL APPLICABLE SAFETY REQUIREMENTS (E.G., OSHA, ETC.) AND

NOTIFICATION MUST BE PROVIDED TO THE APPROPRIATE AGENCIES.

B) IMMEDIATELY NOTIFY THE ENVIRONMENTAL MONITORING AND RESTORATION DIVISION (EMRD). THE EMRD

CAN BE CONTACTED AT (305) 372-6700.

C) IF CONTAMINATED SOILS AND/OR BURIED SOLID WASTE MATERIAL IS EXCAVATED DURING CONSTRUCTION, THEN THEY REQUIRE PROPER HANDLING AND DISPOSAL IN ACCORDANCE WITH THE LOCAL, STATE AND FEDERAL REGULATIONS. BE ADVISED THAT THE LANDFILL OWNER/OPERATOR IS THE FINAL AUTHORITY ON DISPOSAL AND MAY HAVE REQUIREMENTS BEYOND THOSE PROVIDED BY HEREIN. IF DISPOSAL WITHIN A MIAMI-DADE COUNTY OWNED LANDFILL (CLASS I LANDFILL) IS APPROPRIATE AND SELECTED, PLEASE CONTACT THE MIAMI-DADE COUNTY DEPARTMENT OF SOLID WASTE MANAGEMENT AT (305) 594-6666 FOR INFORMATION.

D) THE REUSE OF CONTAMINATED SOILS THAT ARE NOT RETURNED TO THE ORIGINAL EXCAVATION REQUIRES PRIOR APPROVAL OF A SOIL MANAGEMENT PLAN FROM THE ENVIRONMENTAL MONITORING AND RESTORATION

DIVISION. THE EMRD CAN BE CONTACTED AT (305) 372-6700.

11. PUMPS MUST COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC) REQUIREMENTS FOR CLASS I, GROUP D, DIVISION 1 LOCATIONS (EXPLOSION PROOF).

12. HE CONTRACTOR IS ADVISED THAT A TREE REMOVAL/RELOCATION PERMIT MAY BE REQUIRED PRIOR TO THE REMOVAL AND/OR RELOCATION OF TREE RESOURCES. PRIOR TO REMOVING OR RELOCATING ANY TREES, THE CONTRACTOR SHALL NOTIFY THE TREE AND FOREST RESOURCES SECTION OF DERM AT (305) 372-6574 OR VIA E-MAIL AT: TFRS@MIAMIDADE.GOV, OR CONTACT THE MUNICIPALITY WITH TREE ORDINANCE JURISDICTION TO OBTAIN ANY REQUIRED PERMITS. THOSE TREES NOT INTERFERING WITH THE CONSTRUCTION SHALL BE PROTECTED IN PLACE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 24-49.5 OF THE MIAMI-DADE CODE.

13. PLEASE NOTE THAT THE DEMOLITION, REMOVAL, AND/OR DISTURBANCE OF EXISTING UNDERGROUND UTILITIES THAT CONTAIN ASBESTOS CEMENT PIPES (ACP) ARE SUBJECT TO THE PROVISIONS OF 40 CFR-61 SUBPART M. THEREFORE, PURSUANT TO THE PROVISIONS OF 40 CFR-61-145, A NOTICE OF DEMOLITION OR ASBESTOS RENOVATION FORM MUST BE FILED WITH THE AIR QUALITY MANAGEMENT DIVISION (AQMD) OF DERM, AT LEAST TEN (10) WORKING DAYS PRIOR TO STARTING OF ANY WORK. NOTE THAT THE BACKFILLING AND BURIAL OF CRUSHED ACP WOULD CAUSE THESE LOCATIONS TO BE CONSIDERED ACTIVE DISPOSAL SITES AND SUBJECT TO 40 CFR-61.154, AND 40 CFR-61.151 A YEAR AFTER PROJECT COMPLETION. EXISTING STANDARD OPERATING PROCEDURES, AS WELL AS APPLICABLE FEDERAL, STATE AND LOCAL REGULATORY CRITERIA, MUST BE FOLLOWED AND IMPLEMENTED TO MINIMIZE ANY POTENTIAL RELEASE OF FUGITIVE EMISSIONS, ESPECIALLY DURING PROJECT CONSTRUCTION ACTIVITIES. THE AQMD CAN BE CONTACTED VIA

EMAIL AT ASBESTOS@MIAMIDADE.GOV OR 305-372-6925.

DERM NOTES FOR WATER AND SEWER INSTALLATIONS:

VARIESMTE MATCH TO EXISTING VA

X X X X X X X X

X X

X X

X X

X

XXXX

X X

X X

X X

X

X X X

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

X

X

X X X X X X X X

X X

X X

X X

X

XXXX

X X

X X

X X

X

X X X

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

X

X

DESIGNED

DRAWN

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

1"=10'-0"

10 0 10'

C.L.K.

A.G.J.

C-01J.O.H.

41055-081-C-01.DWG

C.L.K. PS 22 EXISTING BYPASS SYSTEM AND DEMOLITION PLANS

SCALE: 1/8" = 1'-0"

EXISTING SITE PLAN AND BYPASS SYSTEM

EX

IS

T.

P

EXIST. P

L

EX

IS

T.

P L

L

2" WATER

SERVICE

EXIST. MH (2) RIM EL.

7.40

SOUTH INV. EL. (-)5.69

EAST INV. EL. (-)-5.71

EXIST. MH (1)

RIM EL. 7.40

NORTH INV. EL. (-)5.58

WEST INV. EL. (-)5.56

EXIST. CHAIN

LINK SECURITY

FENCE

EXIST. 18" VCP

(TYP.)

EXIST. 21" VCP

(TYP.)

EXIST. 8" VCP

(TYP.)

EXIST. 8" VCP

(TYP.)

TELEMETRY

ANTENNA AND

FOUNDATION

E.O.P.

E.O.P.

20" PVC

RESOD AREAS

DAMAGED BY

CONSTRUCTION

E MOWRY DRIVE

SW 320TH STREET

RESOD AREAS

DAMAGED BY

CONSTRUCTION

ROWROW

8" SUCTION

PIPE (TYP.)

EXIST. 12" CHECK AND

PLUG VALVES (TYP.)

EXIST. P

EXIST. 8" LINED VCP

GRAVITY MAIN

FROM TRAILER

PARK

L

EXIST. CHAIN

LINK SECURITY

FENCE

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. 8' DIA. WET

WELL CONVERTED TO

MH (0)

RIM EL. 7.40

NORTH INV. EL. (-)3.36

SOUTH INV. EL. (-)5.51

EAST INV. EL. (-)5.53

EXIST. SERVICE FEED

EXIST. 6"

DISCHARGE

PIPE (TYP.)

16" DISCHARGE PIPING

EXIST.

72"x72"PAD AND

TRANSFORMER

EXIST. RTU

EXIST.

CONTROL PANEL

30A

EXIST. 200A TEMP. SERVICE

DISCONNECT

REMOVE EXIST.

DISCONNECT AND

GUTTER MOUNTED ON

UNISTRUT RACK (TYP.)

REMOVE EXIST.

RACK WITH GUTTER

100A

EXIST. 6"X12" REDUCER (TYP.)

EL

EC

TR

IC

PU

M

P N o.

KW

D

IE

SE

L G

EN

ER

AT

O

R

EL

EC

TR

IC

PU

M

P N o.

EL

EC

TR

IC

PU

M

P N o.

4'-0" 4'-0"

3'-6"

9' -1

0"

8' -8

6"X8"

REDUCER

(TYP.)

EXIST. 21" GM

VCP WITH LINER

REMOVE EXIST.

BYPASS GENERATOR.

EXIST. SECURITY

FENCE/GATE ON SOUTH

SIDE OF SITE

LEGAL DESCRIPTION:

A PORTION OF EAST MOWRY DRIVE WEST OF SOUTHWEST 167TH AVENUE AND EAST OF

NORTH HOMESTEAD BOULEVARD

TOGETHER WITH

A PORTION OF SOUTHEAST 6TH AVENUE NORTH OF SOUTHWEST 328TH STREET AND

SOUTH OF EAST MOWRY STREET:

SAID LANDS LYING AND BEING IN THE CITY OF HOMESTEAD, MIAMI-DADE COUNTY, FLORIDA.

NOTES:

1. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.

MIAMI-DADE COUNTY BENCHMARK #R-751, ELEVATION: 7.51 FEET.

2. THIS SITE LIES IN SECTION 18, TOWNSHIP 57 SOUTH, RANGE 39 EAST, MIAMI-DADE

COUNTY, FLORIDA.

3. THE HORIZONTAL POSITIONAL ACCURACY OF WELL DEFINED IMPROVEMENTS ON THIS

SURVEY IS ±0.2'. THE VERTICAL ACCURACY OF ELEVATIONS OF WELL DEFINED

IMPROVEMENTS ON THIS SURVEY IS ±0.1'.

4. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A COMMITMENT FOR TITLE

INSURANCE. ONLY PLATTED OR KNOWN EASEMENTS ARE DEPICTED HEREON.

5. ALL RECORDED DOCUMENTS ARE PER MIAMI-DADE COUNTY PUBLIC RECORDS.

BY-PASS PUMPING SYSTEM:

1. AN OPERATIONAL BYPASS SYSTEM IS CURRENTLY IN PLACE AT THE SITE AND HAS

BEEN MAINTAINED BY THE CITY. THE SYSTEM CONSISTS OF THREE (3) ELECTRICALLY

POWERED 60 HP BYPASS PUMPS, WHICH ARE SUPPLIED BY AN ON-SITE ELECTRICAL

TRANSFORMER. IN THE EVENT OF A POWER OUTAGE, THE SYSTEM IS SUPPORTED BY

AN AUTOMATIC TRANSFER SWITCH AND A 150 KW DIESEL GENERATOR. THE SYSTEM

IS INTEGRATED WITH THE CITY’S TELEMETRY NETWORK, ALLOWING REMOTE

MONITORING OF KEY OPERATIONAL PARAMETERS.

2. UPON MOBILIZATION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR

THE OPERATION AND MAINTENANCE OF THE EXISTING BYPASS SYSTEM FOR THE

DURATION OF THE PROJECT. BEFORE ANY CONSTRUCTION ACTIVITY MAY BEGIN, THE

CONTRACTOR IS REQUIRED TO SUCCESSFULLY OPERATE AND MAINTAIN THE BYPASS

SYSTEM FOR A MINIMUM OF 72 CONTINUOUS HOURS. CONSTRUCTION AND

DEMOLITION ACTIVITIES MAY ONLY COMMENCE ONCE THE CITY HAS VERIFIED THE

CONTRACTOR’S COMPETENCY AND IS SATISFIED WITH THE OPERATION OF THE

SYSTEM.

3. THE CONTRACTOR SHALL PERFORM ALL NECESSARY MAINTENANCE TASKS

ASSOCIATED WITH THE BYPASS SYSTEM, INCLUDING BUT NOT LIMITED TO: CLEANING

THE BYPASS SYSTEM WET WELL, DE-RAGGING PUMPS IN THE EVENT OF CLOGGING,

ENSURING PUMPS REMAIN IN PROPER WORKING CONDITION TO PREVENT FAILURE,

CONDUCTING MONTHLY TESTING OF THE ON-SITE GENERATOR TO CONFIRM

READINESS, SUPPLYING ALL NECESSARY DIESEL FUEL TO MAINTAIN GENERATOR

FUNCTIONALITY.

4. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ON A MONTHLY BASIS TO

COLLECT AND REPORT POWER CONSUMPTION DATA, WHICH WILL BE SUBMITTED TO

DERM. ACCURATE REPORTING IS CRITICAL TO ENSURE THE BYPASS SYSTEM

REMAINS IN COMPLIANCE WITH THE 10-HOUR RUNTIME LIMITATION. NONCOMPLIANCE

COULD RESULT IN THE FACILITY BEING PLACED UNDER MORATORIUM.

5. THE BYPASS SYSTEM MUST BE MONITORED CONTINUOUSLY—24 HOURS PER DAY, 7

DAYS PER WEEK—WITHOUT EXCEPTION. ANY FAILURE OF THE SYSTEM DUE TO

CONTRACTOR NEGLIGENCE WILL NOT BE TOLERATED. THE CONTRACTOR WILL BE

HELD FULLY LIABLE FOR ANY RESULTING CONSEQUENCES, INCLUDING CLEANUP

COSTS, PROPERTY DAMAGE, AND ANY FINES IMPOSED BY REGULATORY AGENCIES.

6. ALL BYPASS SYSTEM EQUIPMENT INCLUDING PUMPS, ELECTRICAL AND CONTROL

EQUIPMENT, AND THE GENERATOR REMAINS THE PROPERTY OF THE CITY OF

HOMESTEAD. FOLLOWING THE COMPLETION OF CONSTRUCTION AND SUCCESSFUL

7-DAY OPERATION OF THE NEW PUMP STATION, THE CONTRACTOR SHALL CAREFULLY

DISMANTLE THE EXISTING BYPASS SYSTEM. ALL COMPONENTS MUST BE HANDLED

WITH CARE, AND THE CONTRACTOR IS RESPONSIBLE FOR DELIVERING THE

DISMANTLED EQUIPMENT TO A DESIGNATED CITY FACILITY. THIS INCLUDES

PROVIDING ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY FOR PROPER

LOADING, SECURE TRANSPORT, AND UNLOADING OF THE SYSTEM.

7. IT IS ANTICIPATED THAT BYPASS PUMPING WILL BE REQUIRED DURING THE

INSTALLATION OF THE PROPOSED GRAVITY MAIN. PRIOR TO COMMENCING

CONSTRUCTION OF THE 30-INCH GRAVITY MAIN SEGMENT, THE CONTRACTOR SHALL

SUBMIT A DETAILED WRITTEN PLAN OUTLINING THE PROPOSED BYPASS METHOD AND

SEQUENCE OF OPERATIONS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR

PROVIDING BYPASS PUMPING TO ACCOMMODATE THE DESIGN FLOW WHILE THE

PUMP STATION IS OUT OF SERVICE. THE BYPASS SYSTEM MUST BE CONTINUOUSLY

MANNED AND MONITORED 24 HOURS PER DAY, 7 DAYS PER WEEK, FOR THE

DURATION OF THE BYPASS OPERATION. GIVEN THAT THE WORK IS TO OCCUR WITHIN

A RESIDENTIAL AREA, THE CONTRACTOR IS REQUIRED TO SELECT AND UTILIZE

EQUIPMENT DESIGNED TO MINIMIZE NOISE LEVELS AND LIMIT DISRUPTION TO THE

SURROUNDING COMMUNITY.

8. SIMILAR TO THE EXISTING BYPASS SYSTEM THE CONTRACTOR WILL OPERATE AND

MAINTAIN THROUGHOUT THE CONSTRUCTION PROCESS AND STATION TESTING

PERIOD, ANY TEMPORARY BYPASS SYSTEM REQUIRED FOR THE GRAVITY MAIN

INSTALLATION SHALL BE SOLELY OPERATED, MAINTAINED, AND CONTINUOUSLY

MONITORED BY THE CONTRACTOR 24 HOURS PER DAY, 7 DAYS PER WEEK. THE

CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ADDRESSING ANY FAILURES OF

THE TEMPORARY BYPASS SYSTEM RESULTING FROM NEGLIGENCE. THIS INCLUDES

IMMEDIATE CORRECTIVE ACTION, CLEANUP, REPAIR OF ANY PROPERTY DAMAGE,

AND PAYMENT OF ANY REGULATORY FINES THAT MAY BE IMPOSED. ONCE THE

TEMPORARY BYPASS SYSTEM IS NO LONGER NEEDED, IT SHALL BE FULLY

DISMANTLED AND REMOVED FROM THE SITE. THE CONTRACTOR IS ALSO

RESPONSIBLE FOR REPAIRING ANY STRUCTURES IMPACTED BY THE TEMPORARY

SYSTEM AND PERFORMING ALL NECESSARY SITE RESTORATION TO RETURN THE

AREA TO ITS ORIGINAL CONDITION.

SCALE: 1/8" = 1'-0"

EXISTING SITE PLAN DEMOLITION

EX

IS

T.

P

EXIST. P

L

EX

IS

T.

P L

L

REMOVE EXIST.

DRIVEWAY

EXIST. MH (2) RIM EL.

7.40

SOUTH INV. EL. (-)5.69

EAST INV. EL. (-)-5.71

EXIST. MH (1)

RIM EL. 7.40

NORTH INV. EL. (-)5.58

WEST INV. EL. (-)5.56

EXIST. 18" VCP

(TYP.)

EXIST. 21" VCP

(TYP.)

EXIST. 8" VCP

(TYP.)

EXIST. 8" VCP

(TYP.)

REMOVE

TELEMETRY

ANTENNA AND

FOUNDATION

E.O.P.

E.O.P.

20" PVC

RESOD AREAS

DAMAGED BY

CONSTRUCTION

E MOWRY DRIVE

SW 320TH STREET

RESOD AREAS

DAMAGED BY

CONSTRUCTION

ROWROW

REMOVE EXIST.

8" SUCTION

PIPE (TYP.)

REMOVE EXIST. 12" CHECK

AND PLUG VALVES (TYP.)

EXIST. P

EXIST. 8" LINED VCP

GRAVITY MAIN

FROM TRAILER

PARK

L

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. 8' DIA. WET

WELL CONVERTED TO

MH (0)

RIM EL. 7.40

NORTH INV. EL. (-)3.36

SOUTH INV. EL. (-)5.51

EAST INV. EL. (-)5.53

REMOVE EXIST.

EXIST. SERVICE FEED

REMOVE EXIST.

6" DISCHARGE

PIPE (TYP.)

16" DISCHARGE PIPING

REMOVE EXIST. RTU

REMOVE EXIST.

CONTROL PANEL

30A

REMOVE EXIST. 200A TEMP.

SERVICE DISCONNECT

REMOVE EXIST.

DISCONNECTS AND

GUTTER MOUNTED ON

UNISTRUT RACK (TYP.)

REMOVE EXIST.

RACK WITH GUTTER

100A

REMOVE EXIST. 6"X12"

REDUCER (TYP.)

REMOVE EXIST. BAR

SCREEN FROM MH (0)

EL

EC

TR

IC

PU

M

P N o.

KW

D

IE

SE

L G

EN

ER

AT

O

R

EL

EC

TR

IC

PU

M

P N o.

EL

EC

TR

IC

PU

M

P N o.

4'-0" 4'-0"

3'-6"

9' -1

0"

8' -8

REMOVE EXIST.

21" GM VCP

WITH LINER

REMOVE EXIST.

BYPASS GENERATOR.

REMOVE EXIST. SECURITY

FENCE/GATE ON SOUTH

SIDE OF SITE AS

REQUIRED

REMOVE EXIST.

6"X8" REDUCER

(TYP.)

SEAL BYPASS PUMP

WALL PENTRATIONS

W/ NON-SHRINK

GROUT (TYP.)

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. CHAIN LINK

SECURITY FENCE

REMOVE/

RELOCATE EXIST.

72"x72"PAD AND

TRANSFORMER

EL. 5.89

EL. 5.92

EL. 5.82

EL. 6.32

EL. 5.62

EL. 6.20

EL. 5.89

EL. 5.92

EL. 5.82

EL. 6.32

EL. 5.62

EL. 6.20

EXIST. MH-A

SANITARY MANHOLE

RIM ELEVATION:5.95'

INVERT ELEVATION:-5.60'(E)

INVERT ELEVATION:-2.30'(W)

INVERT ELEVATION:-5.60'(N)

EXIST. MH-A

SANITARY MANHOLE

RIM ELEVATION:5.95'

INVERT ELEVATION:-5.60'(E)

INVERT ELEVATION:-2.30'(W)

INVERT ELEVATION:-5.60'(N)

REMOVE EXIST.

BYPASS PUMPS

EXIST.

EXIST.

X X X X X X X

X X

X X

X X

XX

X

X X

X X

X

5.79'

6.03'

6.39'

5.54'

5.91'

6.05'

6.85'

5.9'5.

9'

7.64'

X X X X X X X

X X X X X X X

X X X X X X X X

X X

X X

X X

XX

X

X X

X X

X

SCALE: 1/8" = 1'-0"

PROPOSED YARD PIPING PLAN

DESIGNED

DRAWN

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

8'02468

1/8"=1'-0"

C.L.K.

A.G.J.

C-02J.O.H.

41055-081-C-02.DWG

C.L.K.

PS 22 PROPOSED YARD PIPING AND SITE PLAN

SCALE: 1/8" = 1'-0"

PROPOSED SITE PLAN

EXISTING

PROPOSED

CONCRETE

DRIVEWAY

1. LOCATIONS OF EXIST. UNDERGROUND PIPELINES AND UTILITIES WERE

OBTAINED FROM AVAILABLE RECORDS. NEITHER THE CITY (OWNER) NOR

ENGINEER OF RECORD (EOR) ASSUMES ANY RESPONSIBILITY FOR

PIPELINES OR UTILITIES NOT SHOWN OR NOT LOCATED WHERE SHOWN.

CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF

ALL EXISTING PIPELINES AND UTILITIES BEFORE COMMENCING

CONSTRUCTION WORK. CONTRACTOR SHALL PROVIDE THE OWNER WITH

RECORD INFORMATION ON ALL FIELD VERIFICATIONS MEASUREMENTS AS

SPECIFIED.

2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO

PROTECT EXISTING PIPELINES OR UTILITIES WHETHER SHOWN OR NOT.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER / CITY IN ADVANCE OF

MAKING ANY CONNECTION TO AN ACTIVE PIPELINE OR UTILITY SYSTEM.

4. ALL NEW PIPING AND FITTINGS SHALL BE DUCTILE IRON UNLESS

OTHERWISE SPECIFIED. ALL BURIED IRON PIPE AND FITTINGS SHALL BE

RESTRAINED (LOCKED) MECH. JOINTS AS NOTED.

5. ALL ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1929

(NAVD 1929), UNLESS OTHERWISE SPECIFIED.

6. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF UNSUITABLE

MATERIAL IN A PROPER MANNER IN COMPLIANCE WITH ALL APPLICABLE

LAWS.

7. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES

NECESSARY TO PROTECT EXISTING EQUIPMENT REMAINING IN PLACE

FROM DAMAGE. ANY IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S

OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED

TO CITY / ENGINEER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE

WITHOUT ADDITIONAL COMPENSATION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL

DURING CONSTRUCTION AND FOR ANY NECESSARY TEMPORARY TRAFFIC

DIVERSIONS DURING CONSTRUCTION. A MOT SHALL BE SUBMITTED TO

ENTITIES HAVING JURISDICTION OVER THE R.O.W./ ROADWAY ALONG

WHICH WORK IS OCCURRING, PRIOR TO CONSTRUCTION. MOT SHALL BE

PREPARED BY CERTIFIED SPECIALIST AND MUST BE APPROVED PRIOR TO

CONSTRUCTION COMMENCING.

9. ANY EXISTING SODDED AREAS, FENCING, SIDEWALK OR ROAD PAVEMENT /

MARKINGS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO

EQUAL OR BETTER CONDITION.

10. ALL FASTENERS AND MISCELLANEOUS HARDWARE SHALL BE 316

STAINLESS STEEL AS DETAILED IN THE SPECS.

11. CONTRACTOR SHALL MAINTAIN PROPER ACCESS TO SITE AT ALL TIMES

DURING CONSTRUCTION.

12. CONTRACTOR SHALL SUPPLY INSTALL AND REMOVE TEMPORARY FENCING

AS REQUIRED TO SECURE SITE FROM UNAUTHORIZED ACCESS AT ALL

TIMES.

13. CONTRACTOR SHALL VISIT SITE PRIOR TO CONSTRUCTION TO EXAMINE

EXISTING FOLIAGE TO DETERMINE IF TRIMMING OR TREE REMOVAL WILL

BE NECESSARY AND ACCOUNT FOR THIS WORK IF NECESSARY IN THE BID.

14. IF CATCH BASINS OR ASSOCIATED STORM WATER SYSTEMS WITHIN THE

VICINITY OF THE STATION WILL BE IMPACTED BY CONSTRUCTION

ACTIVITIES, THE CONTRACTOR SHALL EMPLOY SILT BARRIERS AS

REQUIRED.

15. ANY CONFLICTS WITH PROPOSED WORK SHALL BE REPORTED

IMMEDIATELY TO THE ENGINEER FOR DIRECTION CONCERNING PIPELINE/

EQUIPMENT LOCATION ADJUSTMENTS OR OBSTACLE RELOCATION.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH

HOMESTEAD ELECTRIC DURING THE DURATION OF THE PROJECT.

17. ALL AREAS TO BE SODDED UNLESS OTHERWISE INDICATED.

(**) OWNER FURNISHED EQUIPMENT (OFE)

GENERAL NOTES:

SCALE: 1/8" = 1'-0"

PROPOSED SITE CROSS SECTION A-A

8"

36'-6"

8'-0"1'-6"TRANSITION TO EXISTING OVER 1'-0"

70'-3"

50'-0"

MTE EL. 5.40

EL. 7.40 E.O.S. EL. 7.40 CONC. DRIVEWAY

EL. 7.40

R /W

EXIST. CHAIN LINK

SECURITY FENCE

DRIVEWAY EL. 5.95

EDGE OF PAVEMENT

10% (MAX) SLOPE

1' -6

57 STONE

L

EX

IS

T.

P

EL. 7.40

19'-9"

T.O.S. EL. 8.00

RAISE RIM TO EL. 7.40

1'-0"

C E. MOWRY DRIVEL

COMPOSITE FENCE

W/ROLLER GATE

EX

IS

T.

P

EXIST. P

EXIST. 8" LINED VCP

GRAVITY MAIN

FROM TRAILER

PARK

VALVE

VAULT

L

EX

IS

T.

P L

L

ELECTRICAL CONDUITS.

REFER TO ELECTRICAL

DWG. FOR SIZE AND

WIRES (TYP.)

2" WATER

SERVICE

30" C900 PVC

GRAVITY PIPING

EXIST. 30" C900 PVC

GRAVITY PIPING

BOLLARD

(TYP.)

EXIST MH (2) RIM EL. 7.40

SOUTH INV. EL. (-)5.69

EAST INV. EL. (-)-5.71

E.O.S.

EXIST. MH (1)

RIM EL. 7.40

NORTH INV. EL. (-)5.58

WEST INV. EL. (-)5.56

FLOW

METER

VAULT

WET WELL

BOLLARD

(TYP.)

16" DIP (TYP.)

12" DIP (TYP.)

EXIST. CHAIN

LINK SECURITY

FENCE

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. CHAIN

LINK SECURITY

FENCE

EXIST. 18" VCP

(TYP.)

EXIST. 8" VCP

(TYP.)

EXIST. 8" VCP

(TYP.)

TELEMETRY

ANTENNA AND

FOUNDATION(**) OFE

125 KW GENERATOR W/ MIN.

550 GAL. BELLY TANK

E.O.P.

E.O.P.

E.O.S.

E.O.S.

2" PVC DRAIN

PIPE

6" PVC VENT PIPE

2" PVC

DRAIN PIPE

EXIST. 8' DIA. WET

WELL CONVERTED TO

MH (0)

RIM EL. 7.40

NORTH INV. EL. (-)3.36

SOUTH INV. EL. (-)5.51

EAST INV. EL. (-)5.53

20" PVC

6" EMERGENCY

PUMP OUT

RESOD AREAS

DAMAGED BY

CONSTRUCTION

E MOWRY DRIVE

SW 320TH STREET

RESOD AREAS

DAMAGED BY

CONSTRUCTION

ROWROW

ALUM. FENCE AND

ROLLER GATE

EXIST. 30" C900

PVC STUBOUT 5' ±

CORE DRILL EXIST. MH TO

ACCOMODATE 30" C900 PVC

30" RMJ SLEEVE

30" C900 PVC

GRAVITY PIPING

CORE DRILL EXIST.

MH TO ACCOMODATE

30" C900 PVC EXIST. MH-A

SANITARY MANHOLE

RIM ELEVATION:5.95'

INVERT ELEVATION:-5.60'(E)

INVERT ELEVATION:-2.30'(W)

INVERT ELEVATION:-5.60'(N)

TELEMETRY ANTENNA

AND FOUNDATION

6" ACTIVATED CARBON VENT

COVER. POLOYLOK, OR EQUAL

VALVE ID

MARKER (TYP.)

SECURITY FENCE

BOLLARD

(TYP.)

CONCRETE

ELECTRICAL SLAB

ELECTRICAL RACK

AND SUPPORT

STRUCTURE

CONCRETE

GENERATOR SLAB

(**)OFE

125 KW GENERATOR W/ MIN.

550 GAL. BELLY TANK

EX

IS

T.

P L L

EXIST. PL

E.O.S.

E.O.P.

E.O.S.

EXIST.MH (1)

5' DIA. PRECAST MH

RIM EL. 7.40

NORTH INV. EL. (-)5.58

EAST INV. EL. (-)5.56

WATER

METER

E.O.S.

FLOW

METER

VAULT

WET WELL

EXIST. CHAIN

LINK SECURITY

FENCE

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. MH (2) RIM EL. 7.40

SOUTH INV. EL. (-)5.69

EAST INV. EL. (-)-5.71

EXIST. 8' DIA. WET

WELL CONVERTED TO

MH (0)

RIM EL. 7.40

NORTH INV. EL. (-)3.36

SOUTH INV. EL. (-)5.51

EAST INV. EL. (-)5.53

RESOD AREAS

DAMAGED BY

CONSTRUCTION

RESOD AREAS

DAMAGED BY

CONSTRUCTION

E MOWRY DRIVE

SW 320TH STREET

VALVE ID

MARKER

(TYP.)

EMERGENCY PUMP OUT

ROW ROW

.0

77'-1"

14'-5" 3'-8" 13'-9" 33'-2"12'-0"

'-3

9' -1

1" 8'

-8

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

ROLLER GATE

REFER TO SHEET C-03

FOR PAVEMENT

RESTORATION DETAILS

EXIST. MH-A

SANITARY MANHOLE

RIM ELEVATION:5.95'

INVERT ELEVATION:-5.60'(E)

INVERT ELEVATION:-2.30'(W)

INVERT ELEVATION:-5.60'(N)

ASPHALT

DRIVEWAY

APPROACH

M

TE

M

TE

EL

. 5

.4

MTE

EL. 5.40

EL. 7.40

EL

. 7

.4

EL. 7.40

EL. 7.40

4.4:1

EL. 5.40

T.O.S. EL. 8.00

T.O.S. EL. 8.00

T.O.S.

EL. 8.00

4:

4:

4:

±4 :1

±4 :1

4:

4:

4:

4.4:1

4.4:1

4.4:1

4.4:1

4.4:1

4.4:1

4.4:1

EL

. 5

.4

EL

. 7

.4

T.O.S.

EL. 7.50

T.O.S.

EL. 7.50

T.O.S.

EL. 7.50

2.7:1

2.7:1

2.7:1

2.7:1

2.7:1

2.7:1

2.7:1

2.7:1

57 STONE

EL

. 5

.4

VA:1

VA:1

VA:1 VA:1

VA:1

M

TE M

TE

MTE

EL. 6.68

EL. 6.40

EL. 6.40

EL. 6.68

MTE

EL. 6.68

EL. 7.40EL. 7.40 EL. 7.40

4:

4:

4:

4:

EX

IS

T.

P

10'-2" 11'-5" 7'-8" 11'-5" 6'-8" 18'-0" 12'-2"

VA

R

IE

S

7' -7

2'

-1 0"

'-1

1"

'-2

'-1

1"

14'-2"9'-4"4'-0"14'-0"27'-5"

RELOCATE EXIST. CITY OF HOMESTEAD

ELEC. TRANSFORMER AND PAD

BACKFLOW

PREVENTER

CONC.

DRIVEWAY

AREA BETWEEN SLAB

AND SLOPE 57 STONE

AREA BETWEEN SLAB

AND SLOPE 57 STONE

8'-9"

12'-1"

AREA BETWEEN SLAB

AND SLOPE 57 STONE

8" THK. CONC. SLAB

8" LIMEROCK BASE (LBR 100)

COMPACTED TO 98% DENSITY

PER AASHTO T180 (TYP.)

REWORK 12" SUBGRADE (LBR 40)

COMPACTED TO 98% DENSITY

PER AASHTO T180 (TYP.)

RELOCATE EXIST. CITY

OF HOMESTEAD ELEC.

TRANSFORMER AND PAD

16" RMJ

PLUG

VALVE

LIGHT

LIGHT

LIGHT

ALUM. FENCE AND

ROLLER GATE

X

X X

X X

XX

X

X X

X X

X

X X X X X X X

DESIGNED

DRAWN

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

C.L.K.

A.G.J.

C-03J.O.H.

41055-081-C-03.DWG

C.L.K.

PAVEMENT RESTORATION

SCALE: 1/8" = 1'-0"

PROPOSED SITE PLAN

TELEMETRY ANTENNA

AND FOUNDATION

VALVE ID

MARKER (TYP.)

SECURITY FENCE

CONCRETE

ELECTRICAL SLAB

ELECTRICAL RACK AND

SUPPORT STRUCTURE

CONCRETE

GENERATOR SLAB 125 KW GENERATOR

W/ MIN. 550 GAL.

BELLY TANK

EX

IS

T.

P L

EX

IS

T.

P L

EXIST. PL

E.O.S.

E.O.P.

E.O.S.

EXIST.MH (1)

5' DIA. PRECAST MH

RIM EL. 7.40

NORTH INV. EL. (-)5.58

EAST INV. EL. (-)5.56

WATER

METER

E.O.S.

FLOW

METER

VAULT

WET WELL

EXIST. CHAIN

LINK SECURITY

FENCE

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. CHAIN LINK

SECURITY FENCE

EXIST. MH (2) RIM EL. 7.40

SOUTH INV. EL. (-)5.69

EAST INV. EL. (-)-5.71

EXIST. 8' DIA. WET

WELL CONVERTED TO

MH (0)

RIM EL. 7.40

NORTH INV. EL. (-)3.36

SOUTH INV. EL. (-)5.51

EAST INV. EL. (-)5.53

RESOD AREAS

DAMAGED BY

CONSTRUCTION

RESOD AREAS

DAMAGED BY

CONSTRUCTION

E MOWRY DRIVE

SW 320TH STREET

EMERGENCY

PUMP OUT

ROW ROW

.0

77'-1"

14'-5" 3'-8" 13'-9" 33'-2"12'-0"

9'-4"4'-0"14'-0"27'-5" 14'-1"

12'-1"

25'-5"4'-9"6'-8"11'-5"7'-8"11'-5"10'-2"

BACKFLOW

PREVENTER

4' -1

1"

'-6

'-3

'-0

8' -1

0"

9' -1

1" 8'

-8

'-7

'-1 1"

'-2

'-1 1"

'-5

2' -1

0" 7'

-7

R12'-0" R12

'-0

R12'-0"

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. MH-A

SANITARY MANHOLE

RIM ELEVATION:5.95'

INVERT ELEVATION:-5.60'(E)

INVERT ELEVATION:-2.30'(W)

INVERT ELEVATION:-5.60'(N)

ASPHLAT

DRIVEWAY

APPROACH

8'02468

1/8"=1'-0"

CONC.

DRIVEWAY

ALONG A NEAT, STRAIGHT LINE

EXISTING PAVEMENT SHALL BE SAW CUT

COMPACTED BACKFILL

TACK COAT ALL

SURFACES & EDGES

2" ASPHALTIC CONCRETE, MIN.

REFER TO SPECIFICATIONS

FOR BASE RESTORATION

SECTION A-A & B-B

PIPE

MIN.

12"

VARIES

MIN.

12"

EXISTING BASE

EXISTING PAVEMENT

8"

C OF ROADWAY

PLAN

CONSTRUCT NEW PAVEMENT

TRENCH

BB

PAVEMENT

EDGE OF

TRENCH

12"

MAX.

M

IN

SECTION A-A

CONSTRUCT NEW PAVEMENT

A A

TRENCH

PLAN

PAVEMENT

EDGE OF

L

C OF ROADWAYL

PAVEMENT RESTORATION TYPE "A"

PAVEMENT RESTORATION TYPE "B"

LEGEND

TYPE A

TYPE B

NOTES:

1. ASPHALTIC CONCRETE THICKNESS & TYPE TO BE THE SAME AS ADJACENT ROADWAY.

2. REFER TO MDWASD TYPE II PAVEMENT RESTORATION DETAIL A1.2 AND TYPE V PAVEMENT

RESTORATION DETAIL A.1.1

3. STRIPING SHALL BE REPLACED AS REQUIRED PER FDOT REQUIREMENTS TO RESTORE ROADWAY TO

ORIGINAL CONDITIONS OR BETTER.

4. SPECIAL ATTENTION AND CARE WILL BE PAID TO ALL DRIVEWAYS THAT ARE ALONG THE FORCE MAIN

ROUTE. ANY DAMAGE BY THE CONTRACTOR DUE TO CONSTRUCTION ACTIVITIES WILL REQUIRED

REPLACEMENT OF THE ENTIRE APPROACH TO ORIGINAL CONDITION AT NO COST TO THE OWNER.

5. CONTRACTOR SHALL ASSUME THAT WORK ON THE FDOT SHALL BE CONDUCTED AT NIGHT. PROPER EQUIPMENT SHALL BE MOBILIZED TO COMPLETE PIPE INSTALLATION AND ROADWAY RESTORATION

AT NIGHT.

6. PAVEMENT MARKINGS SHOULD BE RESTORED BY FDOT DESIGN STANDARDS (LATEST EDITION)

FULL ROAD WIDTH RESTORATION

12"

MIN. MIN.

12"

EXISTING BASE

REFER TO SPECIFICATIONS

FOR BASE RESTORATION

(UNLESS NOTED)

PIPE

12"

MAX.

COMPACTED

BACKFILL

TACK COAT

ALL SURFACES

& EDGES

EXISTING

PAVEMENT

MILL AND OVERLAY

1" ASPHALTIC CONC.

2"1"

24'-0"

MIN, "2 THK.

ASPHALT OVER

TRENCH

RELOCATE EXIST.

HOMESTEAD ELEC.

TRANSFORMER AND

PAD

E.O.S.

AREA BETWEEN SLAB

AND SLOPE 57 STONE

AREA BETWEEN SLAB

AND SLOPE 57 STONE

AREA BETWEEN SLAB

AND SLOPE 57 STONE

CONCRETE DRIVEWAY

LIGHT

LIGHT

LIGHT

ALUM. FENCE AND

ROLLER GATE

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

MAXIMUM TRENCH WIDTH

BA

C

KF

IL

L

PI

PE

E M

BE

D

M

EN

T

BE

D

ID

N

G

PIPE

6" M

IN

M

IN

1' -6

IN

IT

IA

L M

IN

6"

C

AR

EF

U

LL

Y

PL

AC

E

MAX.MAX.

PIPE O.D. PLUS 24 INCHES

12" 12"

VA

R

IE

S

MATERIAL 2" MAXIMUM SIZE. SEE NOTE 5

FO

R

G R

AD

AT

IO

N

SE

E

TA

BL

E N o.

C

LA

SS

II

M

AT

ER

IA

L

AN

D C

O M

PA

C

T

FOUNDATION OF SELECT BACKFILL

BOTTOM OF EXISTING ROADWAY

BASE OR GROUND

DETAIL 3

TYPICAL TRENCH CONSTRUCTION

NTS -

M.J. GATE VALVE

CONCRETE FOOTING

(L-3") x 16"x 8"L-3"

L

1 #3 CONTINUOUS

8"X 8" CONC. AROUND

2" SQUARE NUT

FINISH GRADE

PIPE

VA

R

IE

S

6" DI RISER PIPE

(LENGTH AS

REQUIRED)

PROVIDE EXTENSION

AS REQUIRED

DETAIL 2

VALVE BOX DETAIL

NTS -

NOTES:

1. FOR EXCAVATION AND BACKFILL AROUND MANHOLES, APPURTENANCES, OR IN

WATER, REFER TO PROVISIONS WITHIN THE SPECIFICATIONS.

2. CLASS II MATERIALS ARE WELL GRADED COURSE SANDS AND GRAVEL. SEE TABLE 2

FOR REQUIREMENTS.

3. WHERE REQUIRED, SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS

4. UNSUITABLE SOILS ARE DEFINED IN THE SPECIFICATIONS AND SHALL INCLUDE FINE

SANDS BELOW THE WATER TABLE.

5. EXTEND EXCAVATION AT LEAST 2 FEET DEEPER FOR FOUNDATIONUNLESS SUITABLE

MATERIAL IS FOUND AT A LESSER DEPTH. GREATER DEPTHS MAY BE REQUIRED FOR

EXTREMELY POOR CONDITIONS.

SUITABLE BACKFILL PLACED AND

COMPACTED TO AT LEAST 98% OF

MAXIMUM DENSITY, 9" LIFTS, PER

AASHTO SPEC. NO. T-180.

SELECT BACKFILL PLACED AND

TO AT LEAST 98% OF MAXIMUM

DENSITY, 2", MAX. SIZE, 6" LIFTS,

PER AASHTO SPEC. NO. T-180

TABLE No.2

SIEVE SIZE PERCENT PASSING

BU WEIGHT

3/4 100

3/8 85-100

#8 40-60

#30 5-30

#100 0-2

USF 6715 WATER VALVE BOX

A A

CONTRACTOR'S RESPONSIBILITY

EROSION AND SEDIMENTATION CONTROLS ARE PERFORMANCE

BASED CRITERIA. IF THE BMPS PROVIDED DO NOT PREVENT SOILS

FROM LEAVING A CONSTRUCTION SITE, THEN THE CONTRACTOR

IS REQUIRED TO EMPLOY ADDITIONAL PROCEDURES TO PROVIDE

CLEAN RUNOFF FROM A SITE.

NOTES:

1. DROP INLET SEDIMENT BARRIERS ARE TO BE

USED FOR SMALL, NEARLY LEVEL DRAINAGE

AREAS. (LESS THAN 5%).

2. USE 2"X4" WOOD OR EQUIVALENT METAL

STAKES.

(3' MIN. LENGTH).

3. INSTALL 2"X4" WOOD TOP FRAME TO INSURE

STABILITY.

4. THE TOP OF THE FRAME (PONDING HEIGHT)

MUST BE WELL BELOW THE GROUND

ELEVATION DOWNSLOPE TO PREVENT RUNOFF

FROM BYPASSING THE INLET.

A TEMPORARY DIKE MAY BE NECESSARY ON

THE DOWNSLOPE SIDE OF THE STRUCTURE.

5. MIRAFI OR APPROVED EROSION CONTROL

FABRIC SHALL BE WRAPPED AROUND GRATE.

6. THE METHOD SHALL NOT APPLY TO INLETS

RECEIVING CONCENTRATED FLOWS, SUCH AS

IN STREET OR HIGHWAY MEDIANS.

7. STAKED INLET PROTECTION NOT ACCEPTABLE

FOR STRUCTURES THAT ARE LOCATED WITHIN

A PAVED APRON (SEDIMENT BAGS AND/OR

FILTER FABRIC BENEATH THE INLET GRATE ARE

ACCEPTABLE SOLUTIONS).

8. STAKED INLET PROTECTION ACCEPTABLE ONLY

FOR STRUCTURES THAT ARE NOT LOCATED

WITHIN A PAVED APRON BUT WOULD REQUIRE

4" BURIAL CONSISTENT WITH TYPICAL SILT

FENCE INSTALLATION (SEDIMENT BAGS AND/OR

FILTER FABRIC BENEATH THE INLET GRATE ARE

ACCEPTABLE ALTERNATIVES).

FLOW

LESS THAN

5% SLOPE

TE

M

PO

R

AR

Y

D

IK

E

IF

N

EE

D

ED

ATTACH FILTER

FABRIC SECURELY TO

2"X4" WOOD FRAME,

OVERLAPPING FABRIC

TO NEXT STAKE

TOP FRAME NECESSARY

FOR STABILITY

2"X4" WOOD FRAME

4 SIDES OF DROP INLET

PONDING HEIGHT

DROP INLET

STAKE

FABRIC

2" X 4" WOOD

FRAME

1'-6"

MAX.

GATHER EXCESS

FABRIC AT

CORNERS

FABRIC

MANHOLE

CURB OPENING

WITHOUT GRATE

CURB FILTER

AGGREGATE

POUCH

OVERFLOW

GAP

NOTES:

1. INSTALL CURB FILTERS AT ALL INLETS WITHOUT GRATES TO KEEP SILT, SEDIMENT AND

CONSTRUCTION DEBRIS OUT OF THE STORM SYSTEM

2. THE CURB FILTER SHALL BE DANDY CURB AS MANUFACTURED BY DANDY PRODUCTS

INC., OR EQUAL. SUBMIT SHOP A SHOP DRAWING FOR THE CURB FILTERS.

3. THE CURB FILTER SHALL FORM OF A CYLINDRICAL TUBE PLACED IN FRONT OF AND

EXTENDING BEYOND THE INLET OPENING ON BOTH SIDES.

4. THE CURB FILTER SHALL HAVE A POUCH ON THE STREET SIDE OF THE UNIT FOR STONE

AGGREGATE TO HOLD THE FILTER IN PLACE.

5. THE CURB FILTER SHALL BE CONSTRUCTED OF A HIGH VISIBILITY ORANGE

MONOFILAMENT FABRIC.

6. FILL POUCH WITH FDOT #57 STONE AGGREGATE TO A LEVEL (AT LEAST HALF-FULL) THAT

WILL KEEP UNIT IN PLACE DURING A RAIN EVENT AND CREATE A SEAL BETWEEN THE

CURB FILTER AND THE SURFACE OF THE STREET.

7. CENTER THE UNIT AGAINST CURB OR MEDIAN INLET OPENING SO THAT THE CURB SIDE

OF THE UNIT CREATES A SEAL WITH THE CURB OR MEDIAN BARRIER AND INLET

STRUCTURE. THERE WILL BE APPROXIMATELY TWELVE (12) INCHES OF THE INLET

PROTECTION UNIT OVERHANGING ON EACH SIDE OF THE OPENING.

8. THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM

SURFACE AND VICINITY OF UNIT AFTER EACH RAIN EVENT.

9. SHOULD THE CONTRACTOR FAIL TO IMPLEMENT STORM DRAINAGE PROTECTION

REQUIREMENTS, OR IF THE METHODS FAIL, THE CONTRACTOR SHALL AT NO ADDITIONAL

CHARGE TO THE CITY CLEAN/ VACUUMS THE STORM DRAINAGE SYSTEM AS NECESSARY

TO REMOVE SEDIMENT/ DEBRIS AS REQUIRED.

NOTES:

1. A SPILLWAY SHALL BE DESIGNATED FOR EACH

DIRECTION OF APPROACHING FLOW AS SHOWN.

THE SPILLWAY SHALL BE LOCATED TO ALLOW

THE MAXIMUM AMOUNT OF STORMWATER TO

POOL WITHOUT FLOODING AREAS UP GRADE OF

THE INLET.

2. FOR INLETS THAT ARE NOT ADJACENT TO

CURBS, PLACE GRAVEL BAGS ONE BAG HIGH

AROUND THE ENTIRETY OF THE INLET TO

ACCOMMODATE FLOW FROM ALL DIRECTIONS.

3. BAG MATERIAL: BAGS SHALL BE WOVEN

POLYPROPYLENE, POLYETHYLENE OR

POLYAMIDE FABRIC, MINIMUM UNIT WEIGHT

FOUR OUNCES PER SQUARE YARD, MULLEN

BURST STRENGTH EXCEEDING 300 PSI IN

CONFORMANCE WITH THE REQUIREMENTS IN

ASTM D3786, AND ULTRAVIOLET STABILITY

EXCEEDING 70% IN CONFORMANCE WITH THE

REQUIREMENTS IN ASTM D4355.

4. BAG SIZE: EACH GRAVEL-FILLED BAG SHALL BE

18-INCHES X 12-INCHES X 3-INCHES AND HAVE A

MASS OF APPROXIMATELY 33 LBS. ALTERNATIVE

BAG SIZES SHALL BE CONSIDERED BASED ON

LOCALLY AVAILABLE MATERIALS.

5. FILL MATERIAL: GRAVEL SHALL BE PEA GRAVEL

3/8 INCHES IN DIAMETER AND SHALL BE CLEAN

AND FREE OF CLAY BALLS, ORGANIC MATTER,

OR OTHER DELETERIOUS MATERIALS.

NOTES:

1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON

ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2

INCHES MINIMUM BELOW REST OF INLET AND BLOCKS

SHALL BE PLACED AGAINST INLET SUPPORT.

2. HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE

PLACED OVER BLOCK OPENINGS TO SUPPORT STONE.

3. USE CLEAN STONE OR GRAVEL 1/2 - 3/4 INCH IN

DIAMETER PLACED 2 INCHES BELOW THE TOP OF THE

BLOCK ON A 2:1 SLOPE OR FLATTER.

4. FOR INLETS IN ROADWAYS WITH HEAVY TRAFFIC

CONDITIONS PREFABRICATED FILTER INSERTS MAY BE

USED.

CONCRETE BLOCKWIRE SCREEN FDOT #57 STONE

WIRE SCREEN

2x4 WOOD STUDS

RUNOFF

WATER

W/SEDIMENT

OVERFLOW

FILTERED WATER

CURB INLET

CURB INLET

RUNOFF WATER W/SEDIMENT

FLOW FLOW

CURB INLET

GRAVEL BAGS

2-BAGS HIGH

SPILLWAY

1-BAG

HIGH, TYP

SPILLWAY

1 BAG HIGH

GRAVEL BAGS

2-BAGS HIGH

CURB

INLET

GRATE

DETAIL 1

STORM DRAIN PROTECTION DETAILS

SECTION A-A

NTS

ISOMETRIC VIEW

NTS

DETAIL OF STAKE &

FABRIC ORIENTATION

NTS

PLAN VIEW

NTS

SECTION

NTS

ISOMETRIC

NTS

DETAIL 4

UTILITY CROSSING DETAIL

FITTING TYPE CROSSING

DEFLECTION TYPE CROSSING

MAIN CROSSINGS)

48" MIN. COVER

SEE NOTE BELOW.

CENTER A FULL LENGTH

OF PIPE AT THE POINT

OF CROSSING. (FOR WATER

OF PIPE AT THE POINT

OF CROSSING. (FOR WATER

CENTER A FULL LENGTH

MAIN CROSSINGS)

FITTINGS

RESTRAINED M.J.

COVER

48" MIN.

OBSTRUCTION

NOTES:

1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER

POSSIBLE

2. JOINT DEFLECTION SHALL BE LIMITED TO 2.50 DEGREES PER JOINT

(MAX.).

3. CLEARANCE SHALL BE 18 INCHES FOR CROSSING WATER MAINS AND

6 INCHES FOR OTHER CROSSINGS. WHEN MAIN IS DUCTILE IRON PIPE

OR AWWA C900 PVC PRESSURE PIPE, MINIMUM VERTICAL

CLEARANCE SHALL BE 6 INCHES.

C.L.K.

A.G.J.

C-04J.O.H.

41055-081-C-04.DWG

C.L.K.

CIVIL DETAILS SHEET 1

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

1/4" BRASS ANCHOR PIN

FOR CONCRETE EMBEDMENT

INSTALLATION

VALVE SIZE

NORMAL OPERATING

POSITION

N.O.=NORMALLY OPEN

N.C.=NORMALLY CLOSED

VALVE TYPE

(SEE CHART BELOW

FOR VALVE TYPE)

OWNERS NAME

TYPE OF USE

DIRECT AND NUMBER

OF TURNS TO OPEN

CCW=COUNTERCLOCKWISE

CW=CLOCKWISE

YEAR VALVE MANUFACTURED

VALVE MANUFACTURER

N.O., CCW-34

XYZ VALVE CO.

24", PV, 2003

VALVE TYPES

NOTES:

SEWER

BV - BALL VALVE

GV - GATE VALVE

BFV - BUTTERFLY VALVE

PV - PLUG VALVE

VALVE INFORMATION TO BE ENGRAVED INTO TOP

SURFACE WITH 1/4" CAPITAL LETTERS.

ENTIRE MARKER TO BE COATED WITH CLEAR EPOXY

TO PREVENT TARNISHING,

MARKERS SHALL BE MANUFACTURED BY WAGCO

MARKERS, OR APPROVED EQUAL.

1.

2.

3.

CITY OF

HOMESTEAD

SEWER

2 #4 BARS CONTINUOUS AND

4 #3 BARS DIAGONAL (2" MIN.

COVER FOR REINFORCING STEEL)

THE WORDS "SEWER" SHALL

BE CAST ON VALVE COVER

24"x24"x8"

THICK CONC. PAD

TYPICAL EACH VALVE BOX

3" DIA. BRONZE DISC ANCHORED

IN CONCRETE PAD STAMP AS REQ'D

3000 P.S.I. CONCRETE MIN.

VALVE BOX AND COVER (TYP.)

CITY OF

HOMESTEAD

XYZ VALVE CO.

24", PV, 1977

WATER N.O.,

CCW-34

DETAIL 6

VALVE IDENTIFICATION MARKER DETAIL

NTS -

C.L.K.

C.L.K.

C-05J.O.H.

41055-081-C-05.DWG

C.L.K.

CIVIL DETAILS SHEET 2

DETAIL 8

30" GM CONNECTION TO MH-A

NTS -

DETAIL 9

30" GM CONNECTION TO MH-0

NTS -

4'-0"

8'-0"

EXIST. MH (A)

4' DIA. PRECAST

RIM EL. 5.95

EAST INV. EL. (-)5.60

WEST INV. EL. (-)2.30

NORTH INV. EL. (-)5.60

LINK SEAL

EXIST.

BALLAST

ROCK (TYP.)

INV. EL. (-)5.60

30" C900 PVC GRAVITY

MAIN TO MH-0

COAT MH W/MICOR

UROFLEX OR EQUAL

REFORM INVERT

FLOW CHANNELS

AS REQUIRED

C-07

CORE DRILL OPENING FOR

30" GM PIPE AND LINK SEAL

EXIST. 8' DIA. WET WELL

CONVERTED TO MH (0)

RIM EL. 7.40

NORTH INV. EL. (-)3.36

SOUTH INV. EL. (-)5.51

EAST INV. EL. (-)5.53

LINK SEAL

EXIST. EPOXY

COATING

EXIST.

BALLAST

ROCK (TYP.)

INV. EL. (-)5.51

30" C900 PVC GRAVITY

MAIN TO MH-A

REFORM INVERT

FLOW CHANNELS

AS REQUIRED

C-07

CORE DRILL OPENING FOR

30" GM PIPE AND LINK SEAL

NOTE:

PATCH/REPAIR INTERIOR COATING AS REQUIRED1.

REPAIR EPOXY

COATING AS

WARRANTED AT

CORE DRILL

EXISTING

DEMOLISH

PROPOSED

(*) REMOVE EXIST. BAR

SCREEN AND RETURN TO CITY

EXIST. EPOXY COATING

INSTALL/ REPAIR

EPOXY COATING AT

PENETRATION AS

REQUIRED REMOVE BYPASS SUCTION

PIPING AND FILL OPENING WITH

NON-SHRINK GROUT (TYP. OF 3)

(*) UPON REMOVAL OF THE BAR SCREEN, ALL

PENETRATION INTO THE MANHOLE FLOOR/

WALLS SHALL BE SEALED W/ NON-SHRINK

GROUT AND COATED W/ EPOXY.

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

C.L.K.

A.G.J.

C-06J.O.H.

41055-081-C-06.DWG

C.L.K.

CIVIL DETAILS SHEET 3

DETAIL

FILL W/CONCRETE AND ROUND

OFF TOP WITH GROUT PLUG

(3)-1" WIDE YELLOW

STRIPES (REFLECTOR)

6" SCH 40 STEEL PIPE GRIND

SMOOTH ALL ROUGH AREAS

AND EDGES

1/2" EXPANSION JOINT

CONCRETE SLAB

PAVEMENT OR

FLOOR SLAB

NOTE:

1. THE MINIMUM WALL THICKNESS OF THE PIPE

SHALL BE 0.188".

2. ALL POST SHALL HAVE 2 COATS OF PRIMER

AND 2 COATS OF YELLOW TOP COAT, UNLESS

OTHERWISE NOTED.

3. THE PRIMER COAT SHALL MEET THE

REQUIREMENTS OF FDOT 971-5.

4. ALL CONCRETE SHALL BE FDOT CLASS1.

DETAIL

DETAIL

DETAIL

6"

24"

DIA.

2%2%

MIN, 3,000 PSI

CONCRETE

FOUNDATION AND

WITHIN PIPE

NOTES:

1. MIN. 3" COVER BETWEEN REBAR AND EDGE OF

CONC. SHALL BE MAINTAINED ALL AROUND.

2. CURING COMPOUND SHALL BE APPLIED TO TOP OF

SLAB WHEN CONCRETE IS PLACED.

3. CONTRACTOR SHALL WET/ FLOOD SLAB AFTER

PLACEMENT TO ALLOW FOR PROPER CURING.

DETAIL

57 STONE

MIN. 6" CLASS A 4000 PSI CONC. MIN. EL. 7.40

8" THK. CONC. SLAB

W/ #5 8" O.C. E.W.

EL. VARIES

STRUCTURE

OR BOLLARD

MIN. 1" THK.

EXPANSION JOINT

8" LIMEROCK BASE (LBR 100)

COMPACTED TO 98% DENSITY

PER AASHTO T180 (TYP.)REWORK 12" SUBGRADE (LBR 40)

COMPACTED TO 98% DENSITY

PER AASHTO T180 (TYP.)

8"

57 STONE

MIN. 6" DEEP EL. 7.40

REWORK 12" SUBGRADE (LBR 40)

COMPACTED TO 98% DENSITY

PER AASHTO T180 (TYP.)

6"

DETAIL

VEVOR PREMIUM

WEED BARRIER

OR EQUAL

8" THK. CONC. SLAB

W/ #5 8" O.C. E.W.

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

C.L.K.

A.G.J.

C-07J.O.H.

41055-081-C-07.DWG

C.L.K.

CIVIL DETAILS SHEET 4

DETAIL

MANHOLE SCHEDULE

MANHOLE No. RIM EL.

INVERT ELEVATION

MH DIA. PIPE DIA.

LENGTH AND

SLOPE COMMENTSNORTH SOUTH EAST WEST

TABLE No.1

DETAIL

3 SQx0.1875 (WALL

ALUMINUM POST. TYP.)

2"

2 SQ x 0.1875

ALUM. TUBE

6" GUIDE ROLLERS

2 1/2" Ø MIN

3 SQx0.1875 (WALL)

ALUMINUM TUBE. 3.66" ALUM. PPOST MANUF.

(WALL) ALUMINUM POST. TYP

8"X8"X0.25 ALUM

BASE PLATE

W/(4) 3/8" Ø A.B.

EMBEDMENT=2"

WWF

16"X16"X8"

CONC. PAD 4'

-4

1'-0" DIA.

4"

2"X2"X0.1875 MIN.

4"Ø WHEEL

TRACK ANCHORED

TO FLOOR

6'-0" 6'-0" 6'-0"

8' -0

4' -0

4' -4

ALUM. TOP COVER ALUM. CAP

ALUM. POST

3.66"X3.66"X146.2"

LARGE

COMPOSITE

PANELS

ALUM. BOTTOM

COVER

6'-0" O.C.

ALUM. PANELS

2"X2"X0.1875" MIN.

TRACK ANCHORED

TO CONC. PAD

2"X2"X0.1875" MIN.

4"Ø WHEEL

MAX. 6' O.C.

CONC. PAD 12"X12"X8"

W/(2) #5 CONT.

NOTE:

1. SECURE COMPOSITE PANELS TO GATE. PER

MANUF. REQUIREMENTS.

NOTE:

1. PANELS / POST SHALL BE PROVIDE SINGLE

MANUFACTURE, MONDARIA OR EQUAL.

2. ALUM. UTILITY GREEN PANELS.

3. ALUM. UTILITY GREEN POSTS.

4. CAP COVER AND TOP/BOTTOM COVER COLOR

UTILITY GREEN.

5. ALUM. POST SHALL BE SLOTED TO RECEIVE

PANELS

NOTE:

1. ALUMINUM MEMBERS IN CONTACT WITH

CONCRETE OR MASONRY SHALL BE PROTECTED

AS PER ADMI-2015. (ALUMINUM DESIGN MANUAL

AND SPECIFICATIONS). M-7 THRU M7.3.

DETAIL

4"

GRADE VARIES

1'-0" DIA.

GRADE MTE GRADE MTE

ALUM. TOP COVER ALUM. CAP

T.O.P. EL. 15.40

GRADE EL. 7.40

ROLLER GATE

6'-0" 6'-0"

SCALE: NTS

SOUTH ELEVATION ALUMINUM FENCE

ALUM. BOTTOM

COVER

X X

X X

X X

X X

X X

X X

X X

X X

PUMP STATION NOTES :

NOTES:

(*) DIMENSIONS ARE FROM AS-BUILT

INFORMATION. ACTUAL DIMENSION

MAY VARY.

DESIGNED

DRAWN

CHECKED

PROJ. ENGR.

DATENo. ISSUED FOR BY

CAD REFERENCE:

ENGINEERS PROJECT:

CLIENTS PROJECT:

CONTRACT:

41055-081

REF. No.

DRAWING:

SHEET:

DATE:

OF

P.E.

DRAWING.

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

CITY OF HOMESTEAD

HAZEN AND SAWYER

999 PONCE de LEON BLVD, SUITE 1150

CORAL GABLES, FLORIDA 33134

LICENSE No.: 2771 BI

D S

ET

CHRISTOPHER L. KISH

55480

PUMP STATION 22 UPGRADES

JULY 2025

41055-081

C.L.K.

A.G.J.

M-01J.O.H.

41055-081-M-01.DWG

C.L.K.

PUMP STATION 22 PLAN

PUMP: SUBMERSIBLE DISCHARGE, INCLUDES 304 SCH 40 S.S. RAILS, WITH S.S.

INTERMEDIATE SUPPORT. PUMP SHALL BE EQUIPPED WITH SEAL FAILURE

SENSORS AND HEAT SENSORS. SET PUMP IN FIELD IN PROPER RELATION TO

COVER, TO INSURE ACCURATE ALIGNMENT OF STAINLESS STEEL GUIDE RAILS.

ANCHOR PUMP DISCHARGE CONNECTION TO SUMP FLOOR WITH APPROPRIATE

EXPANSION SHIELDS.

LEVEL CONTROL FLOATS SHALL EACH BE PROVIDED WITH A MINIMUM OF FORTY

(40) FEET OF ELECTRIC CABLE AND WEIGHTS. SPLICING NOT ALLOWED.

WET WELL, VALVE BOX AND METER BOX ACCESS HATCH COVER SHALL BE A

MINIMUM OF 54"x34", 106"x96" AND 60"X60" RESPECTIVELY , DOOR LEAF SHALL BE

1/4-INCH THICK STEEL DIAMOND PLATE REINFORCED FOR AN AASHTO H-20

WHEEL LOAD. THE FRAME SHALL BE 1/4-INCH THICK STEEL ANGLE WITH 1"x4"

ANCHORS WELDED AT 18 INCHES ON CENTER. THE FLOOR ACCESS DOOR SHALL

BE EQUIPPED WITH A FLUSH STEEL DROP HANDLE THAT DOES NOT PROTUDE

ABOVE THE COVER, AND A 316 STAINLESS STEEL HOLD OPEN ARM WITH RED

VINYL GRIP THAT AUTOMATICALLY LOCKS THE COVER IN THE 90 DEGREE OPEN

POSITION.

PADLOCK FOR ACCESS HATCH COVERS, CONTROL PANELS, AND DISCONNECTS.

ALL WALL PENETRATIONS THROUGH WET WELL, SHALL BE SEALED WITH NON

SHRINK GROUT BY SIKA OR APPROVED EQUAL.

NEW 6" VENT PIPE REQUIRED WITH STAINLESS STEEL INSECT SCREEN.

ENTIRE INTERIOR SURFACE OF VALVE VAULT SHALL BE COATED WITH MICOR

CRM MODIFIED (NON-SKID) BY EPOYTEC INTERNATIONAL. WET WELL SHALL BE

COATED WITH MICOR UROFLEX BY EPOXYTEC INTERNATIONAL.

1. ALL JOINTS BETWEEN EXISTING AND NEW WORK SHALL BE SAW CUT

2. CONTRACTOR SHALL PROVIDE OPENING FOR CONDUITS AND DRAIN PIPE

3. FEMA FLOOD MAP

12086CO727L

ZONE X

4. WET WELL SHALL BE CONSIDERED CLASS 1, DIVISION 1, GROUP D

REFER TO MANHOLE SCHEDULE C-07

(**) OWNER FURNISHED EQUIPMENT (OFE)

(^) DIMENSIONS MAY VARY BASED ON

MANUFACTURER SELECTED

BOLLARD (TYP.)

60"x60" ACCESS ALUM. HATCH

USF & M TYPE H20 W/ RECESSED LOCK

AND S.S. SPRINGS (TYP.)

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