LS_64_Bid_Set_Drawings.pdf

PDF 15 MB Posted Aug 28, 2025

Attached to: Lift Station # 64 Rehabilitation
Solicitation number: PSUT-25-09
Issued by: Broward County, Florida

About this file

Written by GovTribe AI · Apr 6, 2026

This is a comprehensive bid set drawing package for the City of Pembroke Pines' Lift Station #64 Rehabilitation project located at 120 NW 108th Terrace, Pembroke Pines, Florida 33026. The project involves the complete renovation of an existing wastewater lift station, including demolition of the existing dry pit pumping system, structural modifications to the wet well, installation of a new valve vault, two submersible wastewater pumps with combined capacity of 471-900 gallons per minute, a bypass connection system, electrical service upgrades, and a new control panel. The drawings include mechanical plans showing pump specifications (17.4 HP motors at 1800 RPM for submersible solids handling pumps), site plans with existing and proposed configurations, structural details for concrete modifications, and electrical plans detailing the replacement of existing 15 HP pumps with new 17 HP units and installation of a 100-amp 240V three-phase electrical panel. The project requires 180 calendar days for completion from Notice to Proceed, with a bid submission deadline of September 23, 2025, and a non-mandatory pre-bid meeting scheduled for August 26, 2025, at 10:00 am.

The project budget is estimated at $560,000 with an available budget of $2,026,501.21. Bidders must submit proposal security of $10,000 or 5% of the total cumulative base amount, along with Payment and Performance Bonds each covering 100% of the contract price. The City has established local vendor preferences of 5% for Pembroke Pines vendors and 2.5% for Broward County vendors. Contractors must meet qualification requirements including minimum ten years of experience in pump manufacturing, ISO 9001 certification, and ability to provide comprehensive documentation, spare parts, and on-site training. The project budget includes contingencies of 10% for construction, 5% for mobilization and demobilization, 15% for contractor overhead and profit, and 7.9% for owner's contingency, with an additional $50,000 allocated for potential structural repairs. Compliance requirements include E-Verify registration, background screening for charter school work, and use of Waste Pro of Florida, Inc. for construction and demolition debris. Opportunities are available for Minority-Owned Business Enterprise, Woman-Owned Business Enterprise, and Veteran-Owned Small Business certifications.

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Other files

File	Type	Posted
Lift_Station_#_64_Rehabilitation_(Addendum_#3_Revision).pdf	PDF	Sep 16, 2025
24-119_E-2-R2.pdf	PDF	Sep 15, 2025
Sample_Insurance_Certificate.pdf	PDF	Sep 15, 2025
Specimen_Contract_-_Construction_Agreement.pdf	PDF	Sep 15, 2025
Standard_Release_of_Lien.pdf	PDF	Sep 15, 2025
2025-08-20_-_Electrical_and_Instrumentation_Revision_1.pdf	PDF	Aug 28, 2025
LS_64_Bid_Set_Drawings.pdf	PDF	Aug 28, 2025
Cost_Estimate_LS_64_Improvements_2025.pdf	PDF	Jul 9, 2025
Lift_Station_64_Rehabilitation_Specifications.pdf	PDF	Jul 8, 2025
HUD's_Davis-Bacon_and_Labor_Standards_Contractor_Guide_Addendum.pdf	PDF	Jul 7, 2025
Specimen_Contract_-_Professional_Services_(CCNA_Non-Continuing_Services).pdf	PDF	Jul 7, 2025
Specimen_Contract_-_Contractual_Services_Agreement.pdf	PDF	Jul 7, 2025

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DRAWING INDEX

SHEET

VICE MAYOR - DISTRICT 4

DISTRICT 2

DISTRICT 1

DISTRICT 3

PEMBROKE PINES COMMISSION

MAYOR

THOMAS GOOD Jr.

MARIA RODRIGUEZ

ANGELO CASTILLO

DATE: JULY 03, 2025

COVER SHEET, M-0

BID SET

MECHANICAL SITE PLAN AND DETAILS

PROJECT TITLE: CITY OF PEMBROKE PINES LS #64 REHABILITATION

JAY D. SCHWARTZ

CITY MANAGERCHARLES F. DODGE

M-1

CITY OF PEMBROKE PINES

M-0

REVISIONS

DATENO. BY DESCRIPTION

SHEET No.

Fi le N am e:

S :\P ub lic

W or ks \U

E N

\L ift

A nd

P um p St at io ns \6

4\ Pl an s\

M ec ha ni ca l\M ec ha ni ca l P la nV

.d w g

(P lo tte d by

C oo pe r, Jo na th an o n

Fr id ay , J ul y

4, 5)

CITY OF PEMBROKE PINES

LIFT STATION #64 REHABILITATION

120 NW 108TH TERRACE PEMBROKE PINES, FL 33024

COVER SHEET

MECHANICAL PLAN, SECTION AND DETAILSM-2

S-0

S-1

S-2

E-1

E-2

E-3 TO 14

LIFT STATION #64

NOT TO SCALE

LIFT STATION #64

PARTIAL SITE PLAN

DEMOLITION SECTION DETAIL / STRUCTURAL PLAN

STRUCTURAL DETAILS/ STRUCTURAL NOTES

ELECTRICAL PLAN

ELECTRICAL RISER

CONTROL PANEL DETAILS

1 SURVEY COVER SHEET

2 SURVEY PLAN VIEW

3 SURVEY SKETCHES

UTILITIES DEPARTMENT

8300 SOUTH PALM DRIVE

PEMBROKE PINES, FL 33025

MICHAEL A. HERNANDEZ

L an d S u rv ey or s

C or p S F L

S X U Y H R U V D S S H U V Q J L Q H H U V

Q G S X L W H

R U D O F O R U L G D

P D L O O G V I O V X U Y H R U V F R P

JOB No: 4712-01

DATE: 09-17-2021

SHEET No:

OF 3 SHEETS

A R

O R

Y O

O K

A G

O N

D R

A W

N A

M E:

O V

N O

S T

A T

L O

R I D

F E

L I X

D D

-2

D R

A W

N B

W N

N S:

D A

LOCATION MAP

SCALE: 1� 300'

PEMBROKE PINES� BROWARD CO8NTY� FLORIDA

SECTION 18� TOWNSHIP 51 SO8TH� RANGE 41 EAST

SITE

LOCATION

LEGEND & ABBREVIATION

LEGEND

S P E C I F I C P 8 R P O S E S 8 R V E Y

FOR SEWAGE LIFT STATION #64

120 NW 108WK TERRACE� PEMBROKE PINES� FLORIDA� 33026

PERTINENT INFORMATION USED FOR SURVEY:CONTINUED

FOR VERTICAL CONTROL:

ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88).

BENCHMARK: BM2027, EL.=3.589'(NGVD29). -1.598'= 1.991'(NAVD88)

THIS PROJECT AREA APPEARS TO BE LOCATED IN A FLOOD ZONE "X" WITH THE BASE FLOOD ELEVATION NOT DETERMINED, AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) COMMUNITY NUMBER 120053 (BROWARD COUNTY), PANEL NUMBER 0545, SUFFIX L, MAP NO. 12011C0545L, MAP REVISED DATE: AUGUST 18, 2014.

PLAT OF "PEMBROKE POINTE PARCEL C SOUTH" RECORDED IN PLAT BOOK 146, AT PAGE 45 OF THE

PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.

RESTRICTIONS:

SINCE NO OTHER INFORMATION WERE FURNISHED OTHER THAN THAT IS CITED UNDER PERTINENT INFORMATION, THE CLIENT IS HEREBY ADVISED THAT THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON THE SURVEY MAP THAT MAY BE FOUND IN THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.

THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP OR POSSESSION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL WHO MAY APPEAR OF PUBLIC RECORDS OF THIS COUNTY.

NO EXCAVATION OR DETERMINATION WAS MADE AS TO HOW THE SUBJECT PROPERTY IS SERVED BY UTILITIES.

NO IMPROVEMENTS WERE LOCATED, OTHER THAN THOSE SHOWN. NO UNDERGROUND FOUNDATIONS, IMPROVEMENTS AND/OR UTILITIES WERE LOCATED OR SHOWN HEREON.

UNDERGROUND UTILITIES REPRESENTED IN THIS SURVEY WERE COLLECTED FROM THE FIELD MARKING

PERFORMED BY CALVIN GIORDANO & ASSOCIATES.

SURVEYOR'S NOTES:

DATE OF FIELD SURVEY:

THE DATE OF COMPLETION OF FIELD SURVEY WAS ON AUGUST 23, 2021.

SURVEY LIMITS:

PORTION OF PARCEL "A" LYING IN "PEMBROKE POINTE PARCEL C SOUTH", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 146 AT PAGE 45, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, SECTION 1 8 , T O W N S H I P 5 1 S O U T H , R A N G E 4 1 E A S T , M O R E P A R T I C U L A R L Y D E S C R I B E D A S F O L L O W S :

COMMENCING AT THE NORTHEAST (N.E.) CORNER OF SAID PARCEL "A" SAID CORNER LYING 30.00 FEET WEST OF THE CENTERLINE OF "N.W. 108TH AVENUE" AS SHOWN ON SAID PLAT), SAID POINT ALSO LYING ON THE ARC OF A CIRCULAR CURVE TO THE LEFT, AT WHICH THE RADIUS BEARS NORTH 43° 45' 10" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, ALSO BEING THE EASTERLY BOUNDARY OF SAID PARCEL "A", RADIUS OF 562.25 FEET AND A CENTRAL ANGLE OF O0° 52' 48", A DISTANCE OF 8.63 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 47° 07' 38" EAST ALONG SAID EASTERLY BOUNDARY, A DISTANCE OF 37.20 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 47° 07' 38" EAST, ALONG SAID EASTERLY BOUNDARY, A DISTANCE OF

32.00 FEET; THENCE S0UTH 42° 52' 22" WEST, A DISTANCE OF 34.00 FEET; THENCE NORTH 47° 07' 38" WEST, A DISTANCE OF 32.00 FEET; THENCE NORTH 42 52'22" EAST, A DISTANCE OF 34.00 FEET TO THE POINT OF BEGINNING.

SAID LAND SITUATE, LYING AND BEING IN THE CITY OF PEMBROKE PINES, BROWARD COUNTY, FLORIDA

ACCURACY:

THE ACCURACY OBTAINED BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS OF CLOSED GEOMETRIC FIGURES MEETS AND EXCEEDS THE STANDARDS OF PRACTICE REQUIREMENT FOR SUBURBAN AREA (LINEAR: 1 FOOT IN 7,500 FEET) AS DEFINED IN RULE 5J-17.051, FLORIDA ADMINISTRATIVE CODE.

ELEVATIONS OF WELL IDENTIFIED FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF 1/100 OF A FOOT ON HARD SURFACES AND 1/10 OF A FOOT ON GROUND SURFACES.

WELL IDENTIFIED TOPOGRAPHIC FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN

ESTIMATED HORIZONTAL POSITION ACCURACY OF 1/10 OF A FOOT.

THIS MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS TEN FEET OR SMALLER.

PERTINENT INFORMATION USED FOR SURVEY:

FOR HORIZONTAL CONTROL:

BEARINGS AND COORDINATES ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (0901), NORTH AMERICAN DATUM (N.A.D.) OF 1983, ADJUSTMENT OF 2011 (NAD 83 / 2011)EPOCH 2010.0000;

WITH A BEARING OF N87° 49' 48"E, BEING ESTABLISHED FOR THE SOUTH LINE OF THE N.W. 1/4 OF SECTION 18, TOWNSHIP 51 SOUTH, RANGE 41 EAST, SAID LINE TO BE CONSIDERED A WELL ESTABLISHED AND MONUMENTED LINE.

ALL MEASUREMENTS ARE IN U.S. SURVEY FEET.

GLOBAL POSITIONING SYSTEM (G.P.S.). MEASUREMENTS WERE CONDUCTED IN THE FIELD TO ACQUIRE SAID

COORDINATE VALUES, WHICH ARE BASED ON THE FOLLOWING HORIZONTAL CONTROL STATIONS:

ALL REFERENCED STATIONS ARE PART OF THE

FLORIDA PERMANENT REFERENCE NETWORK (WWW.FDOT.GOV/GEOSPATIAL/FPRN.SHTM)

PURPOSE OF SURVEY:

THE PURPOSE OF THIS SURVEY IS FOR DESIGN OF A SANITARY SEWER LIFT STATION FOR THE CITY OF PEMBROKE PINES.

CLIENT INFORMATION:

THIS SPECIFIC PURPOSE SURVEY WAS PREPARED AT THE INSISTENCE OF AND CERTIFIED TO:

CITY OF PEMBROKE PINES.

SURVEYOR'S CERTIFICATE:

I HEREBY CERTIFY: THAT THIS "SPECIFIC PURPOSE SURVEY" AND THE SURVEY MAP RESULTING THEREFROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND FURTHER, THAT SAID "TOPOGRAPHIC SURVEY" MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF FLORIDA, PURSUANT TO RULE 5J-17.051 THROUGH 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING LAW, CHAPTER 472.027 OF THE FLORIDA STATUTES.

NAME: FT LAUDERDALE

CODE: LAUD

GEOGRAPHIC COORDINATES:

LATITUDE: 26° 11' 46.34148"

N LONGITUDE: 80° 10' 23.01439" W

STATE PLANE COORDINATES:

NORTHING: 677868.888 US FEET

EASTING: 927330.299 US FEET

CREATION DATE: 09-06-2019

NAME: DAVIE

CODE: FTLD

GEOGRAPHIC COORDINATES:

LATITUDE: 26° 07' 14.23361"

N LONGITUDE: 80° 20' 24.79244" W

STATE PLANE COORDINATES:

NORTHING: 650081.1651 US FEET

EASTING: 872654.419 US FEET

CREATION DATE: 09-06-2019

AutoCAD SHX Text NW 108th AVE

AutoCAD SHX Text NW 3rd CT

AutoCAD SHX Text NW 108th AVE

AutoCAD SHX Text

PINES BLVD (STHY 820)

AutoCAD SHX Text SW 112th AVE (S HIATUS RD)

AutoCAD SHX Text NW 112th AVE (N HIATUS RD)

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PINES BLVD (STHY 820)

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PINES BLVD (STHY 820)

AutoCAD SHX Text NW 4th ST

AutoCAD SHX Text NW 1st ST

AutoCAD SHX Text NW 109th AVE

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AutoCAD SHX Text NW 108th TER

AutoCAD SHX Text NW 2nd CT

AutoCAD SHX Text NW 2nd CIR

AutoCAD SHX Text NW 7th ST

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AutoCAD SHX Text NW 107th AVE

AutoCAD SHX Text NW 3rd CT

AutoCAD SHX Text NW 8th ST

AutoCAD SHX Text NW 108th TER

AutoCAD SHX Text NW 108th AVE

AutoCAD SHX Text NW 9th ST (JOHNSON ST)

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S LAKE VIEW DR

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W FAIRWAY RD

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CLUBHO

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USE

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WINDWARD DR

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ACCESS RD

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PIER

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POINT

AutoCAD SHX Text NW 11th ST

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AutoCAD SHX Text 104th

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AVE

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CITY CENTER RD

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CITY CENTER RD

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CITY CENTER BLVD

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CITY CENTER BLVD

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PASADENA PL

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FOR THE FIRM

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CERTIFICATION:

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BY:

AutoCAD SHX Text THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER.

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DATE:

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S.T.= STREET

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S.P.= SCREENET PORCH

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P.L.S.= PROFESSIONAL LAND

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RES.= RESIDENCE.

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RR.= RAIL ROAD.

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PRM= PERMANENT REFERENCE

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S.I.P.= SET IRON PIPE

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SWK.= SIDEWALK.

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SEC.= SECTION.

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RGE.= RANGE.

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R.P.= RADIUS POINT.

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STY.= STORY.

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RAD.= RADIUS OF RADIAL.

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R/W= RIGHT-OF-WAY.

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CURVE

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M/L= MONUMENT LINE.

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F.I.R.= FOUND IRON ROD.

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CH= CHORD.

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F.F.E.= FINISHED FLOOR ELEVATION.

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CONC.= CONCRETE.

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CL= CLEAR

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CH.B.= CHORD BEARING.

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C.L.F.= CHAIN LINK FENCE.

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F.N.D.= FOUND NAIL & DISK .

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FR= FRAME.

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C.S.= CONCRETE SLAB.

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N.A.P.= NOT A PART OF.

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N.= NORTH.

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P.B.= PLAT BOOK.

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PWY= PARKWAY.

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PG.= PAGE.

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E.T.P.= ELECTRIC TRANSFORMER PAD

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C.B.S= CONCRETE BLOCK STRUCTURE

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A.E.= ANCHOR EASEMENT.

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A/C= AIR CONDITIONER PAD.

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A= ARC DISTANCE

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ASPH.= ASPHALT.

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B.C.= BLOCK CORNER.

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BLDG.= BUILDING.

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B.M.= BENCH MARK

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B.O.B.= BASIS OF BEARINGS.

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C= CURVE

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(C)= CALCULATED

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C.B= CATCH BASIN.

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CBW= CONCRETE BLOCK WALL.

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D.M.E.= DRAINAGE MAINTENANCE

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D.E.= DRAINAGE EASEMENT .

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EASEMENTS

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ELEV.= ELEVATION.

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ENCR.= ENCROACHMENT.

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F.I.P.= FOUND IRON PIPE.

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F.H.= FIRE HYDRANT.

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= DEGREES.

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E= EAST.

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DRIVE= DRIVEWAY

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C.P.= CONC. PORCH.

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PIPE.

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C.M.P= CORRUGATED METAL

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L.B=LICENSED BUSINESS

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EASEMENT.

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INSURANCE

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L.F.E.= LOWEST FLOOR ELEVATION.

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IN.&EG.= INGRESS AND EGRESS

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FNIP.= FEDERAL NATIONAL

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FT= FEET.

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HDPE.= HIGH DENSITY POLYETHYLENE

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L.P= LIGHT POLE.

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F.N.= FOUND NAIL.

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'= MINUTES.

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M.= MEASURED DISTANCE.

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M/H= MANHOLE.

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L.M.E.= LAKE MAINTENANCE EASEMENT

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P.R.C.= POINT OF REVERSE

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N.T.S.= NOT TO SCALE.

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P.C.= POINT OF CURVE.

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P.C.C.= POINT OF COMPOUND CURVE

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O.H.= OVERHEAD

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P/L= PROPERTY LINE.

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PVMT.= PAVEMENT.

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PL.= PLANTER.

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OVH= OVERHANG

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#-NO.= NUMBER.

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O/S= OFF SET.

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POC.= POINT OF COMMENCEMENT.

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POB.= POINT OF BEGINNING.

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PT.= POINT OF TANGENCY.

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IF=IRON FENCE

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C.B.S. WALL (CBW)

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CLF= CHAIN LINK FENCE

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WITH CAP P.L.S. 3102

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WF=WOOD FENCE

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U.P.= UTILITY POLE.

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W.M.= WATER METER.

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TWP= TOWNSHIP.

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T= TANGENT.

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"= SECONDS

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OVERHEAD UTILITY LINES

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R.= RECORDED DISTANCE.

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SURVEYOR.

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MONUMENT.

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S.= SOUTH.

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UTIL.= UTILITY.

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W.S.= WOOD SHED.

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W.F.= WOOD FENCE.

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W/R= WOOD ROOF.

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= ANGLE.

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= CENTER LINE.

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B.B.L.= BASE BUILDING LINE

AutoCAD SHX Text =CATCH BASIN CATCH BASIN =WATER METER =ELECTRIC BOX/TRAFFIC =SANITARYMANHOLE =STORM MANHOLE =WOOD POLE =CONC. POLE =LIGHT POLE =FIRE HYDRANT =WATER VALVE =SEWER VALVE =GAS VALVE

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SSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

°5 2'

S4 2°

N47°07'38"W 32.00'

S47°07'38"E 32.00'

°5 2'

S47°20'00"E 30.07'

N47°20'00"W 24.96'

S47°07'38"E 20.00'

N47°20'00"W 20.65'

S4 2°

.3 6'

R=10.00' L=12.13' ∆=69°30'46"

R=4.95' L=7.76' ∆=89°47'38"

N42°52'22"E 5.00'

35.00'

25.00'

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N.W. 108WK AVEN8E

LIFT STATION

ACCESS EASEMENT

O.R.B.-22274 PG.-290

4' X 4.5' CONC. SLAB &

F.P.&L. TRANSFORMER

4' S

SEM

' 8

' L

12' 8.E.

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X 4.16

X 4.27'

X 4.30

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X 4.40'X 4.44'X 4.56'X 4.65'X 4.72'

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14'

X 4.91

X 4.74 'X 4.61

'X 4.66

X 4.86' X 4.90

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13'

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43'

X 5.

83'

X 5.

87'

X 5.

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31'

X 6.

41'

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45'

6.40' X6.53' X

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00'

X 6.

13'

X 6.

25'

X 6.

43'

X 6.

41'

X 6.

40'X 6.

43' X 6.

49'X 6.

'X 6.

46'

X 5.55'

X 5.55' X 5.42'

X 5.48'

X 5.

19'

X 5.

11'X 5.

04'

X 4.47'

X 4.58

X 4.62

X 4.53

X 4.54

X 4.46'

X 4.49'

X 4.52

X 4.58

X 4.60

X 4.56

X 4.52

X 4.58

X 4.52

X 4.47'

X 4.36

X 4.32

X 4.25'

X 4.48'

X 4.67

X 4.80'

X 4.82'

X 4.81'

X 4.88'

X 4.90

X 5.

01'

X 5.

01'

X 5.

05'

X 5.

16'

X 5.

31'

X 5.

5.4

0' XX 5.41'

X 5.29'

X 5.24'

X 5.18'

X 5.03'

X 4.95'

X 4.96'

X 4.80'

X 4.79'

X 4.65'

X 4.59'

X 4.52'

X 4.44'

X 4.65

X 4.78

X 5.

00'

X 4.75

X 4.99

X 5.

12'

X 4.96

X 4.84'

X 5.

09'

X 5.

82'

X 5.

81'

X 6.

12'

X 5.

71'

X 5.

71'

X 5.69'

X 5.

84'

X 5.

83'

X 6.

00'

X 5.

86'

X 5.

91'

X 5.67'

X 5.

X 6.

12'

X 6.25'

X 6.20'

X 5.67' X 5.76'

X 5.62'

X 5.64' X 5.76'

X 5.80'

X 5.

80'

X 6.

45'X 6.

X 6.

51'

X 6.44'

X 6.

40'

X 6.

46'

X 6.

43'

X 6.

40'

X 6.

49'

X 6.

' X 6.

X 6.

82'X 6.

89'

X 6.

84'

6.4 2' X

6.4 6'

X 6.

'X 6.95'

X 6.

'X 6.

X 6.90'

X 5.

05'

X 5.

09'

X 5.

19'

X 5.

20'

X 5.

24'

X 5.

23'

X 5.

24'

X 5.

24'

X 5.

24'

X 5.

25'

X 5.

20'

X 5.

14'

X 5.

08'

X 5.

04'

X 4.95

X 4.81'

X 4.61

X 5.

26'

X 5.

22'

X 5.

09'

5.0 2' X

X 5.

X 6.

20'

X 6.

48'

X 6.

X 6.41'

X 6.28'

X 6.21'

X 5.

89'

X 5.

88'

X 5.

6.93' X

7.0 6'

XX 6.81'

X 6.

6.84' X 6.78' X

5.4 4' X

6.28' X

6.16' X

6.10' X

6.04' X

6.31' X

6.24' X

6.14' X

6.04' X

5.70' X

X 6.

R/W

P LP LP LP LP L P L

P L

P L R/W

R/W

R/ W

C L

R/ W

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN. SEWER M.H.

N: 610510.9239 E: 888686.9154

RIM EL.=4.98'

(NW) INV. EL.=-9.27'

(SW) INV. EL.=-9.32'

(SE) INV. EL.=-7.77'

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SANSANSANSANSANSANSANSANSANSAN

SAN. SEWER M.H.

N: 610470.9179 E: 888731.0254

RIM EL.=4.75'

(NW) INV. EL.=-5.70'

(SW) INV. EL.=-5.25'

(SE) INV. EL.=-5.59'

SAN. SEWER M.H.

N: 610582.4609 E: 888612.8074

RIM EL.=5.75'

(NW) INV. EL.=-8.70'

(SW) INV. EL.=-8.77'

(SE) INV. EL.=-9.05'

LIFT STATION

WET WELL

N: 610486.1820 E: 888662.6465

TOP SHELL EL.=7.65'

10" INFLUENT

(NE) INV. EL.=-9.40'

6" FORCE MAIN

(SW) INV. EL.=-3.25'

CAT

PLUG

VALVE

PLUG

VALVE

WATER

METER

WATER

METER

WATER

METER

10" D.I.P. SAN. SEWER

INFLUENT @ 0.30 % SLOPE

W /M

5' SIDEWALK

5' S

5' SIDEWALK

5' S

5' SIDEWALK

5' SIDEWALK5' SIDEWALK

5' SIDEWALK

2' CURB & GUTTER

2' CONC. MEDIAN2' CONC. MEDIAN

2' C

O N

2' C

2' CURB & GUTTER

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

' A

P A

SID

ALK

CONCRETE

' P

W A

' A

P A

4' P

W A

PARKWAY

23.5' ASPHALT PAVEMENT

MEDIAN

12.5' ASPHALT PAVEMENT

10.5' PARKWAY

5' SIDEWALK

12' ASPHALT PAVEMENT

11.5' PARKWAY

23' ASPHALT PAVEMENT

11.5' PARKWAY 11.5' PARKWAY

ASPHALT PAVEMENT

MEDIAN

12' ASPHALT PAVEMENT

11' PARKWAY

30.0'

30.2'

ASPHALT

DRIVEWAY

PEMBROKE POINTE PARCEL D

�PLAT BOOK-153 PAGE-47�

LOT-24 LOT-23 LOT-22 LOT-21 LOT-20 LOT-19

LOT-25

LOT-26

LOT-27

PEMBROKE POINTE PARCEL D�PLAT BOOK-153 PAGE-47�

PEMBROKE POINTE

PARCEL C NORTH

�PLAT BOOK-143 PAGE-30�

PARCEL �A�

PEMBROKE POINTE PARCEL C SO8TH

�PLAT BOOK-146 PAGE-45�

PARCEL �A�

CONCRETE

F/M F/M F/M F/M F/M F/M F/M F/M F/M F/M

F/M

WATER

VALVE

TEMPORARY BENCHMARK #2

SET P.K. NAIL

N:610446.2370 E:888719.6500

EL.=5.27'

TEMPORARY BENCHMARK #1

SET P.K. NAIL

N:610600.4840 E:888607.4140

EL.=5.66'

ELECTRIC

METER

LIFT STATION EASEMENT

O.R.B.-22181 PAGE-279

MAIN

SWITCH

DISC

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CABINET

PLAN VIEW

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DATE: 09-17-2021

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FOR SEWAGE LIFT STATION #64

120 NW 108WK TERRACE� PEMBROKE PINES� FLORIDA� 33026

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NORTH

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FOR THE FIRM

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AutoCAD SHX Text THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER.

DATE:

8.10'

3.25'

-15.85'

-16.02'

-9 .3

10� D.I.P. SAN. SEWER INFL8ENT

6.89'6.

-7 .4

5' 0.

6� D.I.P. FORCE MAIN

6.92'

10.00'

1.00' 1.00'

-16 .0

4" CHANNEL IRON

WELDED TO WALL

6" SUCTION BELL

14.00'

6"X4" REDUCER

ALUMINUM

LADDER

6"X6" TEE

6"-90° BEND

FIBERGLAS COVER

METAL COVER

5.00'

ANCHOR

BOLT (TYP.)

CONC. SLAB CONC. SLAB

SUMP

PUMP

1.5' 1.0'

OPENING

4.50'

8.10'

3.25'

-15.85'

-16 .0

6.90'7.

6.92'

-9 .3

5' -7

.4 5'

10.00'1.00' 1.00'

1.00'1.00'

4" CHANNEL IRON

WELDED TO WALL

10" D.I.P. SAN. SEWER

INFLUENT

6" SUCTION BELL 6" SUCTION BELL

14.00'

ALUMINUM

LADDER

6"X4" REDUCER

6"X6" TEE

6"-90° BEND 6"-90° BEND

FIBERGLAS COVER

5.00'

6"X4" REDUCER

ANCHOR

BOLT (TYP.)

ANCHOR

BOLT (TYP.)

CONC. SLAB CONC. SLAB

SUMP

PUMP

SUMP

PUMP

1.5' 1.0'

CONTROL PANEL

OPENING

6� D.I.P. FORCE MAIN 10� D.I.P. SAN.

SEWER INFL8ENT

METAL

COVER

STATION SELL

5' Ø OPENING

SUMP

PUMP #1

SUMP

PUMP #2

4" CHANNEL IRON

WELDED TO WALL

6"-90°

BEND

6"-90°

BEND

6"X6"

TEE

3.00'

5.00' OPENING

7.00'

ANCHOR

BOLT (TYP.)

ANCHOR

BOLT (TYP.)

6� D

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F O

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D .I.

A N

METAL

COVER

SUMP

PUMP #1

SUMP

PUMP #2

6"-90°

BEND

6"X6"

TEE

6"-90°

BEND

PLASTIC GASKET

ALUMINUM

LADDER

4" CHANNEL IRON

WELDED TO WALL

5' Ø OPENING

STATION SELL

LC WET

WELL

LC STATION

OPENING

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SHEET No:

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LIFT STATION SKETCH LIFT STATION PLAN VIEW

LIFT STATION CROSS SECTION LIFT STATION SECTIONAL ELEVATION

JOB No: 4712-01

DATE: 09-17-2021

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S P E C I F I C P 8 R P O S E S 8 R V E Y

FOR SEWAGE LIFT STATION #64

120 NW 108WK TERRACE� PEMBROKE PINES� FLORIDA� 33026

AutoCAD SHX Text

FOR THE FIRM

AutoCAD SHX Text

CERTIFICATION:

AutoCAD SHX Text

BY:

AutoCAD SHX Text THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER.

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DATE:

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0 0 0 0

X X

XXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X

X X

00000000000

W/ M

R/W

W /M

W/M

CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV

CATVCATVCATVCATVCATVCATVCATVCATVCATV

CATV

CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV

CATV

CATV CATV CATV CATV CATV CATV CATV CATV CATV

X X

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CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV

CATVCATVCATVCATVCATVCATVCATVCATVCATV

CATV

CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV

CATV

CATV CATV CATV CATV CATV CATV CATV CATV

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EXIST. CONDITIONS SITE PLAN

NOT TO SCALE

PROP. SITE PLAN

NOT TO SCALE

JOIN US

WITH US

PROGRESS

DATE:

REVISED:

02/22/17

K.M.K.

STANDARD SANITARY SEWER

DETAIL

10/02/18

APPROVED:

CONCRETE EQUIPMENT RACK WALL

CITY OF PEMBROKE PINES

ENGINEERING/UTILITIES DIVISION

S-14LIFT STATION ELECTRICAL CONTROL

PANEL DETAILS05/15/25

NOTES:

JOIN US

WITH US

PROGRESS

DATE:

REVISED:

08/01/18

K.M.K.

STANDARD SANITARY SEWER

DETAIL

08/01/18

APPROVED:

CITY OF PEMBROKE PINES

ENGINEERING/UTILITIES DIVISION

S-16LIFT STATION CONTROL PANEL WALL

AND FOOTER DETAILS05/21/25

AutoCAD SHX Text

AutoCAD SHX Text It's the Law!

AutoCAD SHX Text 1-800-432-4770

AutoCAD SHX Text Sunshine State One Call of Florida, Inc.

AutoCAD SHX Text

FP&L (305) 347-3900

AutoCAD SHX Text www.callsunshine.com

AutoCAD SHX Text Call two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located.

AutoCAD SHX Text

SHEET NAME:

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EXIST. BELOW GRADE CAN PUMP STATION, PIPING, VALVES, ETC. TO BE DEMOLISHED

AutoCAD SHX Text

EXIST. CONCRETE WETWELL TO BE MODIFIED REFER TO STRUCTURAL DRAWINGS.

AutoCAD SHX Text EXIST. CONTROL PANEL AND ELECTRICAL TO BE DEMOLISHED REFER TO ELECTRICAL DRAWINGS.

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EXIST. FENCE, GATES AND SCREEN TO REMAIN

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EXIST. CONCRETE TO BE REMOVED AND REPLACED REFER TO MECHANICAL PLAN

AutoCAD SHX Text APPROX. LOCATION OF PROP. ELEC. SERVICE CONDUIT AND CABLE REFER TO ELECTRICAL DRAWINGS.

AutoCAD SHX Text

PROP. CONTROL PANEL AND ELECTRICAL REFER TO ELECTRICAL DRAWINGS.

AutoCAD SHX Text PROP. WETWELL AND MECHANICAL IMPROVEMENTS REFER TO STRUCTURAL AND MECHANICAL PLAN

AutoCAD SHX Text APPROX. LOCATION OF EXIST. FM TO BE REMOVED AND REPLACED CONTRACTOR TO VERIFY REFER TO MECHANICAL DRAWINGS.

AutoCAD SHX Text

PROP. CONCRETE SLAB ON GRADE REFER TO MECHANICAL PLAN

AutoCAD SHX Text APPROX. LOCATION OF EXIST. ELEC. SERVICE CONDUIT AND CABLE TO BE RELOCATED CONTRACTOR TO VERIFY LOCATION REFER TO ELECTRICAL DRAWINGS.

AutoCAD SHX Text

CONTROL PANEL

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CONCRETE WALL REFER TO DETAIL S-16 FOR DETAILS AND SITE PLAN FOR LOCATION

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F.P.L. METER REFER TO ELECTRICAL DRAWINGS

AutoCAD SHX Text HOSE BIB WITH BFP AND PRESSURE TRANSMITTER TO BE CONNECTED AT TEE AS SHOWN, REFER TO CONTROL PANEL DETAILS

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TEE AND PRESSURE TRANSMITTER

AutoCAD SHX Text 34" COPPER WATER SERVICE STAINLESS STEEL BRACKETS AND FASTENERS TO STRAP WATER LINE TO WALL (TYP.)

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CONTROL PANEL REFER TO CONTROL PANEL DRAWINGS

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STAINLESS STEEL DISCONNECT, REFER TO ELECTRICAL DRAWING

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CONCRETE WALL FOOTER (REFER TO DETAIL S-16 FOR DETAILS)

AutoCAD SHX Text 36"

AutoCAD SHX Text 48"

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1. A CONTINUOUS 8" X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE A CONTINUOUS 8" X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE CONTINUOUS 8" X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE CONTINUOUS 8" X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE 8" X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE 8" X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE X 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE 8" THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE THICKENED EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE EDGE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE SHALL BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE BE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE CONSTRUCTED AROUND THE ENTIRE 20' x 30' CONCRETE AROUND THE ENTIRE 20' x 30' CONCRETE AROUND THE ENTIRE 20' x 30' CONCRETE THE ENTIRE 20' x 30' CONCRETE THE ENTIRE 20' x 30' CONCRETE ENTIRE 20' x 30' CONCRETE ENTIRE 20' x 30' CONCRETE 20' x 30' CONCRETE 20' x 30' CONCRETE x 30' CONCRETE x 30' CONCRETE 30' CONCRETE 30' CONCRETE CONCRETE CONCRETE SLAB. 2. CONCRETE SLAB SHALL BE 6' MINIMUM THICKNESS CONCRETE HAVING 3500 PSI MINIMUM COMPRESSIVE CONCRETE SLAB SHALL BE 6' MINIMUM THICKNESS CONCRETE HAVING 3500 PSI MINIMUM COMPRESSIVE STRENGTH ON 12" SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER AASHTO T-180. 3. WALL FOOTER SHALL BE AS DENOTED OR AS REQUIRED BY FLORIDA BUILDING CODE, LATEST EDITION.WALL FOOTER SHALL BE AS DENOTED OR AS REQUIRED BY FLORIDA BUILDING CODE, LATEST EDITION.

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AutoCAD SHX Text 8"

AutoCAD SHX Text

36" (MIN.)

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

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18" (MIN.)

AutoCAD SHX Text

12" (MIN.)

AutoCAD SHX Text 4"

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FPL METER CAN REFER TO ELECTRICAL DRAWINGS FOR LOCATION

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CONTRACTOR TO INSTALL HOUSE BIB ON SIDE OF STRUCTURE

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FINISHED GRADE SLOPE AT " PER FOOT14" PER FOOT

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12" FIBROUS EXPANSION JOINT (TYP.)

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#5 BAR CONTINUOUS

AutoCAD SHX Text 6/6 x 10/10 WWM

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4 - #5 BARS

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#4 BARS AT 12" O.C.E.W. (TYP.)

AutoCAD SHX Text STATION CONTROL PANEL REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND INSTRUMENTATION DRAWINGS FOR DETAILS

AutoCAD SHX Text

18" (TYP.)

AutoCAD SHX Text FOUR-3"X " EXPANSION ANCHORS IN 316 SS. 12" EXPANSION ANCHORS IN 316 SS. REFER TO CONTROL PANEL DRAWINGS FOR MOUNTING TAB LOCATIONS

RESTORE SIDEWALK AND FENCE IMPACTED BY FORCE MAIN TIE-IN.

PUMP STATION BYPASS DETAIL

SECTION B-B

PLAN VIEW

NOT TO SCALE

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AutoCAD SHX Text

PROP. 6"-90° BEND

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PROP. 6" D.I.P.

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TOP OF SLAB ELEVATION = +7.00

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6"-90° BEND (FLG-FLG.)

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6" AMERICAN FLOW CONTROL RESILIENT SEATED CHECK VALVE OR APPROVED EQUAL

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6" FEMALE CAMLOCK

AutoCAD SHX Text

PROP. 6" X 6" TEE

AutoCAD SHX Text 2' 6"

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PROP. 6" PLUG VALVE

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PROVIDE EXTENSION AS REQUIRED

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12"(MIN.)

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12"(MIN.)

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18"(MAX.)

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text M-2

AutoCAD SHX Text

PROP. 6"-90° BEND

AutoCAD SHX Text

PROP. 6"-45° BEND

AutoCAD SHX Text

TIE-N TO EXIST. 8" PVC FM PROP. 8" X 6" REDUCER

AutoCAD SHX Text

PROP. 6" PLUG VALVE (TYP.)

AutoCAD SHX Text 5'-4"

AutoCAD SHX Text 10"

AutoCAD SHX Text 2'

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 5'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text

WET WELL

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'-8 "38"

AutoCAD SHX Text 2'-2 "716"

AutoCAD SHX Text 1'-11 "316"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6 "716"

AutoCAD SHX Text 1'-0 "12"

AutoCAD SHX Text

PROP. 12" SLEEVES AS REQ'D.

AutoCAD SHX Text

PROP. 12" FLG. CHECK VALVE WI/ LEVER AND WEIGHT. (TYP.)

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PROP. 12" FLG. PLUG VALVE (TYP.)

AutoCAD SHX Text

PROP. 6"-90° FLG. BEND(TYP.)

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PROP. 6" FLG. TEE (TYP.)

AutoCAD SHX Text

RED VALVE SERIES 40 PRESSURE SENSOR SEE DETAIL

AutoCAD SHX Text PROP. 12" CORE OPENING SEALW/NON-SHRINK EPOXY GROUT AFTER PIPING INSTALLATION (TYP.)

AutoCAD SHX Text M-2

AutoCAD SHX Text It's the Law!

AutoCAD SHX Text 1-800-432-4770

AutoCAD SHX Text Sunshine State One Call of Florida, Inc.

AutoCAD SHX Text

FP&L (305) 347-3900

AutoCAD SHX Text www.callsunshine.com

AutoCAD SHX Text Call two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located.

AutoCAD SHX Text

SHEET NAME:

AutoCAD SHX Text NOTES A. GENERAL NOTES GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF PEMBROKE PINES UTILITY ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF PEMBROKE PINES UTILITY STANDARDS AND SOUTH FLORIDA BUILDING CODE LATEST REVISION. 2. SHOP DRAWINGS FOR COMPLETE PUMP STATION AND ALL ACCESSORIES SHALL BE SHOP DRAWINGS FOR COMPLETE PUMP STATION AND ALL ACCESSORIES SHALL BE SUBMITTED TO PEMBROKE PINES UTILITIES FOR APPROVAL. 3. THE CONTRACTOR SHALL PROVIDE BYPASS PUMPING AS REQUIRED. THE CONTRACTOR SHALL PROVIDE BYPASS PUMPING AS REQUIRED. 4. CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST FLOATATION OF THE WETWELL CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST FLOATATION OF THE WETWELL DURING CONSTRUCTION. 5. WETWELL SHALL BE IN ACCORDANCE WITH CLASS I, DIV.II, HAZARDOUS LOCATION WETWELL SHALL BE IN ACCORDANCE WITH CLASS I, DIV.II, HAZARDOUS LOCATION REQUIREMENTS, PER NEC. 6. A COOLING JACKET IS REQUIRED. PRODUCT WATER COOLING WILL NOT BE A COOLING JACKET IS REQUIRED. PRODUCT WATER COOLING WILL NOT BE ACCEPTED. 7. PUMP SPACING SHALL BE IN ACCORDANCE WITH PUMP MFG. SPECIFICATIONS. VALVE PUMP SPACING SHALL BE IN ACCORDANCE WITH PUMP MFG. SPECIFICATIONS. VALVE BOX MAY BE ADJUSTED ACCORDINGLY TO ACCOMMODATE PUMPS, MOTORS, VALVES AND FITTINGS. 8. FINISH GRADE ELEVATION FOR WETWELL TOP SLAB AND VALVE VAULT SHALL BE A FINISH GRADE ELEVATION FOR WETWELL TOP SLAB AND VALVE VAULT SHALL BE A MINIMUM OF ONE FOOT ABOVE THE FEMA 100 YR FLOOD ELEVATION OR NOT LOWER THAN CROWN OF ROAD. 8.1. FEMA FLOOD PANEL INDICATES ZONE AE-6, THEREFORE, FINISHED GRADE = FEMA FLOOD PANEL INDICATES ZONE AE-6, THEREFORE, FINISHED GRADE = 7.0' NAVD. 8.2. ADJACENT CROWN OF ROAD IS 5.13' NAVD. ADJACENT CROWN OF ROAD IS 5.13' NAVD. 9. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88). 10. WETWELL AND VALVE VAULT SHALL BE COATED INSIDE AND OUT WITH LAFARGE WETWELL AND VALVE VAULT SHALL BE COATED INSIDE AND OUT WITH LAFARGE SEWPERCOAT PG OR APPROVED EQUAL. 11. ALL DIP PIPING AND FITTINGS SHALL BE EPOXY LINED. ALL DIP PIPING AND FITTINGS SHALL BE EPOXY LINED. 12. ALL WET WELL AND VALVE VAULT PIPE AND FITTINGS SHALL BE DIP FLANGED. ALL WET WELL AND VALVE VAULT PIPE AND FITTINGS SHALL BE DIP FLANGED. 13. ALL BELOW GRADE PIPE AND FITTINGS SHALL BE DIP MECHANICAL JOINT WITH ALL BELOW GRADE PIPE AND FITTINGS SHALL BE DIP MECHANICAL JOINT WITH MEGA-LUG RESTRAINING. 14. ALL PIPE OPENING SHALL BE CAST AT TIME OF FABRICATION. ALL PIPE OPENING SHALL BE CAST AT TIME OF FABRICATION. 15. OPENINGS AROUND PIPES SHALL BE SEALED WITH EMBECO NON-SHRINK MORTAR. OPENINGS AROUND PIPES SHALL BE SEALED WITH EMBECO NON-SHRINK MORTAR. 16. GATE VALVES SHALL BE RESILIENT SEAT, ECCENTRIC, WHEEL OPERATED OR GATE VALVES SHALL BE RESILIENT SEAT, ECCENTRIC, WHEEL OPERATED OR APPROVED EQUAL. 17. PIPE COUPLING SHALL BE CAST IRON, DRESSER STYLE 127 OR APPROVED EQUAL. PIPE COUPLING SHALL BE CAST IRON, DRESSER STYLE 127 OR APPROVED EQUAL. 18. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE AS LISTED IN THE CITY ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE AS LISTED IN THE CITY APPROVED PRODUCTS LIST. 19. ALL HARDWARE (BRACKETS, FASTENERS, ETC.) SHALL BE 316 STAINLESS STEEL.ALL HARDWARE (BRACKETS, FASTENERS, ETC.) SHALL BE 316 STAINLESS STEEL.

AutoCAD SHX Text

INSTALLATION LOCATION

AutoCAD SHX Text

PUMP TYPE

AutoCAD SHX Text

PUMP DESIGN BASIS

AutoCAD SHX Text

FLUID

AutoCAD SHX Text

RAW SEWAGE

AutoCAD SHX Text LIFT STATION No.64

AutoCAD SHX Text

SUBMERSIBLE SOLIDS HANDLING

AutoCAD SHX Text

OPERATING CONDITIONS

AutoCAD SHX Text

CONDITION

AutoCAD SHX Text

FLOW, GPM

AutoCAD SHX Text

HEAD, FEET

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SHUT-OFF

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HIGH PRESSURE

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DUTY POINT

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LOW PRESSURE

AutoCAD SHX Text NPSHr MAX.

AutoCAD SHX Text

EFFICIENCY@BEP

AutoCAD SHX Text

6.79 FEET

AutoCAD SHX Text 68%%%

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PUMP SIZE

AutoCAD SHX Text

4 INCH SUCTION/DISCHARGE

AutoCAD SHX Text

MOTOR RATING

AutoCAD SHX Text

17.4 HP - 1800 RPM

AutoCAD SHX Text

DESIGN BASE MANUFACTURER:

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ALTERNATE MANUFACTURERS:

AutoCAD SHX Text

NO SUBSTITUTIONS ARE PERMITTED.

AutoCAD SHX Text

REFER TO SPECIFICATIONS FOR DETAILS.

AutoCAD SHX Text

MOTOR RATED HP MAY NOT BE OVERLOADED AT ANY POINT IN THE PUMPS PERFORMANCE CURVE

AutoCAD SHX Text

SULZER

AutoCAD SHX Text

FLYGT & HOMA

AutoCAD SHX Text

PUMP OFFERING MAY NOT DEVIATE MORE THAT 10%%%

AutoCAD SHX Text

FROM OPERATING CONDITIONS TO BE CONSIDERED EQUAL.

NOTE: To assure unity of responsibility, the pumps, motors, automatic discharge connection system, guide rails and supports, cable hanger, hatches, control panel, integration and all appurtenances shall be furnished by the pump manufacturer and coordinated by the local pump manufacturer's representative. The Contractor and pump manufacturer shall assume responsibility for the satisfactory installation and operation of the entire pumping system.

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S S

°5 2'

S4 2°

N47°07'38"W 32.00'

S47°07'38"E 32.00'

°5 2'

S47°20'00"E 30.07'

N47°20'00"W 24.96'

S47°07'38"E 20.00'

N47°20'00"W 20.65'

S4 2°

.3 6'

R=10.00' L=12.13' ∆=69°30'46"

R=4.95' L=7.76' ∆=89°47'38"

N42°52'22"E 5.00'

EXISTING

0.7' CURB

EXISTING

0.7' CURB

EXISTING

IRON FENCE

EXISTING CHAIN

LINK FENCE

EXISTING

GATE

EXISTING

CHAIN LINK

FENCE

EXISTING

IRON FENCE

GATE

2'X2'

N.W. 108th AVENUE

LIFT STATION

ACCESS EASEMENT

O.R.B.-22274 PG.-290

EXISTING 4'x4.5'

CONC. SLAB & F.P.&L.

TRANSFORMER

X 4.65'

X 4.72'

X 5.

X 4.

'X 4.

X 4.

X 5.

X 4.

X 5.

5.4 0'

X X 5.41'

X 5.29'

X 5.24'

X 5.18'

X 5.03'

X 4.95'

X 4.96'

X 4.80'

X 4.79'

X 5.

X 6.

X 5.

X 5.69'

X 5.

X 6.

X 5.

X 5.67'

X 5.

X 6.

X 5.67'

X 5.76'

X 5.62'

X 5.76'

X 5.

5.0 2' X

X 6.

X 6.41'

X 6.28'

X 6.21'

X 5.

'6.93' X

7.0 6'

X 6.81'

X 6.

6.84' X

6.78' X

5.4 4'

6.04' X

5.70' X

SAN. SEWER M.H.

N: 610510.9239 E: 888686.9154

RIM EL.=4.98'

(NW) INV. EL.=-9.27'

(SW) INV. EL.=-9.32'

(SE) INV. EL.=-7.77'

SAN. SEWER M.H.

N: 610470.9179 E: 888731.0254

RIM EL.=4.75'

(NW) INV. EL.=-5.70'

(SW) INV. EL.=-5.25'

(SE) INV. EL.=-5.59'

W /M

5' SIDEWALK

5' SIDEWALK 5' SIDEWALK 5' SIDEWALK

EXISTING 2' CURB & GUTTER

2' CONC. MEDIAN2' CONC. MEDIAN

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

SID

ALK

CONCRETE

12' ASPHALT PAVEMENT

11.5' PARKWAY

23' ASPHALT PAVEMENT

30.0'

ASPHALT

DRIVEWAY

TEMPORARY BENCHMARK #2

SET P.K. NAIL

N:610446.2370 E:888719.6500

EL.=5.27'

EXISTING

0.7' CURB

30.2'

60"x48" HATCH

HS-20 RATED

60"x48" HATCH

HS-20 RATED

'-8

-0

7' -0

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

AS NOTED

EXISTING

LIFT STATION

RESTORATION

590 NW 108 AVE.

PEMBROKE PINES,

FLORIDA 33026

213207

10-05-21

Revision

NO. Description Date

P.E. # 037590

9, 1:

M M

\\1

.1 3\

O N

N W

R , P

)\E

N G

G \A

U C

.D W

S-0

PARTIAL SITE PLAN

SCALE: 3/16" = 1'-0"

PARTIAL SITE PLAN1

S-0

ELEV. EXISTING

ELEV. + 1.20'

ELEV. + 0.00'

10'-0" 1'-0"1'-0"

4' -1

0" 1'

-0

2'-0"10"5'-4"10"

4'-2"3'-4"1'-0" 4'-4"2'-10"3'-4"2'-10"

1' -1

1" 1'

-1 1"

1' -0

-0

1'-0" 1'-0"

9'-0"

PRE-CAST

(TYP.)

#5 @ 6" O.C. @

TOP AND BOTT.

EA. WAY

#6 @ 5" O.C.

TOP & BOTT.

EA. WAY (TYP.)

S-2

EXISTING STRUCTURE

TO REMAIN

S-1

M-SEAL JOINT AROUND

UNDERSIDE PRE-CAST

CONCRETE (TYP)

PRE-CAST

(TYP.)

PRE-CAST

(TYP.)

60"x48" HATCH

HS-20 RATED

60"x40" HATCH

HS-20 RATED

3'-4"

#6 @ 5" O.C.

TOP & BOTT.

EA. WAY (TYP.)

PRE-CAST

(TYP.)

#6 @ 5" O.C.

TOP & BOTT.

EA. WAY (TYP.)

ELEV. T.O SLAB

+ 7.00'

M-SEAL JOINT AROUND

UNDERSIDE PRE-CAST

CONCRETE RING (TYP)

(4) 6"x12"x3/16" 316

316 S.S PLATE W/

(2) 5/8" Ø 316 S.S

EPOXY BOLTS

1'-0"

ELEV. + 1.20'

EXISTING STRUCTURE

TO REMAIN

NEW EPOXY CONCRETE FILLET

SEE SHEET M-2 FOR SIZE

1'-0"

5'-4" 10"10"

9'-0"

5' -1

9' -6

11'-10"

1' -0

-0

1'-0"1'-0"

60"x40"

HATCH

HS-20

RATED

M-SEAL JOINT AROUND

UNDERSIDE PRE-CAST

CONCRETE RING (TYP)

S-2

60"x48" HATCH

HS-20 RATED

24"x4"x1/2" 316 S.S. PLATE W/

(4) 5/8"Ø EPOXY BOLTS W/ 6"

EMBED. W/ 3/4" Ø HOLE SIZE.

24"x4"x1/2" 316 S.S. PLATE W/

(4) 5/8"Ø EPOXY BOLTS W/ 6"

EMBED. W/ 3/4" Ø HOLE SIZE.

ELEV. EXISTING

ELEV. + 2.20'

ELEV. + 0.00'

ELEV. + EXISTING

GRADE

EXISTING STRUCTURE

TO REMAIN

EXISTING STRUCTURE

TO REMAIN

EXISTING STEEL

ENCLOSURE TO

BE REMOVED

EXISTING STRUCTURE

TO REMAIN

AREA TO BE

DEMOLISHED

AREA TO BE

DEMOLISHED

EXISTING CONCRETE

SLAB TO BE

DEMOLISHED

EXISTING HINGED

FIBERGLASS TO

BE REMOVED

REMOVE EXISTING

CONCRETE FILLET

EXISTING

OPENING

EXISTING

STRUCTURE

TO REMAIN

S-1

EXISTING

STRUCTURE

TO REMAIN

AREA TO BE

DEMOLISHED

AREA TO BE

DEMOLISHED

CORE DRILL AND CUT

1/2" MIN. OF EXISTING

RE-BAR. FILL IT UP W/

DOWSIL™ 902 RCS

JOINT SEALANT - @

EACH REBAR (TYP)

EXISTING REBARS

EXISTING REINFORCED

CONCRETE WALL

M-SEAL JOINT AROUND

UNDERSIDE PRE-CAST

CONCRETE RING (TYP)

PRE-CAST (TYP.) 24"x4"x1/2" 316 S.S.

PLATE W/ (4) 5/8"Ø

EPOXY BOLTS W/ 6"

EMBED. W/ 3/4" Ø

HOLE SIZE.2'

-0

51 2" 51 2"

11 2"

P R

E- C

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS…

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File details come from the government source that posted it. Updated Apr 6, 2026.