Lift_Stations_4,_11_and_12_Plans.pdf
PDF 47 MB Posted
- Attached to
- Rehabilitation of Lift Station 12
- Solicitation number
- 24-030
- Issued by
- Charles County, Florida
About this file
This document is a comprehensive set of engineering and design plans for the City of Dania Beach's Lift Station and Generator Improvements project, involving Lift Stations 4, 11, and 12, prepared by Kimley-Horn and Associates, Inc. The project scope includes complete demolition and rehabilitation of three submersible wastewater lift stations, involving the removal of existing infrastructure and installation of new submersible wastewater lift stations with updated control systems and emergency generators. The plans cover detailed site demolition plans, proposed site layouts, electrical plans, and standard engineering details for each lift station location, with specific focus on infrastructure improvements, electrical systems, and site-specific requirements.
The project documents indicate a professional municipal infrastructure upgrade initiative, with extensive technical specifications covering electrical systems, pump controllers, remote telemetry units (RTUs), lighting details, and landscaping considerations. The engineering plans are prepared for bidding purposes, with meticulous attention to technical requirements, vertical datum references, and comprehensive site-specific details. While no specific bid date is explicitly stated in the provided documents, the plans are prepared for competitive bidding by the City of Dania Beach, suggesting a structured procurement process for selecting a contractor to execute these critical municipal infrastructure improvements. The project appears to be funded through municipal sources, with a focus on modernizing and improving wastewater lift station infrastructure to enhance municipal utility services.
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C000
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Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
LOCATION
PROJECT TEAM
CITY OF DANIA BEACH, FLORIDA
LIFT STATION 12
CIVIL ENGINEER
KIMLEY-HORN AND ASSOCIATES, INC.
8201 PETERS ROAD, SUITE 2200
PLANTATION, FL 33324
CONTACT: GARY R. RATAY, P.E.
ENGINEER OF RECORD
PHONE: (954) 535-5112
EMAIL: GARY.RATAY@KIMLEY-HORN.COM
LAND SURVEYOR
STONER & ASSOCIATES, INC.
4341 SW 62ND AVE
DAVIE, FL 33314
CONTACT: WALTER DE LA ROCHA, P.S.M.
PROFESSIONAL SURVEYOR AND MAPPER
PHONE: (954) 585-0997 EXT. 102
EMAIL: WDELAROCHA@STONERSURVEYORS.COM
GEOTECHNICAL ENGINEER
TIERRA SOUTH FLORIDA, INC.
2765 VISTA PARKWAY, SUITE 10
WEST PALM BEACH, FL 33411
CONTACT: HARMON C. BENNETT, P.E.
PRINCIPAL ENGINEER
PHONE: (561) 687-8536
EMAIL: HBENNETT@TSFGEO.COM
CITY OFFICIALS
PROJECT LOCATION
BROWARD COUNTY
VICINITY MAP
1"=1000'
PROJECT LOCATION
BROWARD COUNTY LIFT STATION 11
LIFT STATION 4
MAYOR: TAMARA JAMES
VICE MAYOR: MARCO SALVINO, SR
COMMISSIONERS: JOYCE L. DAVIS.
LORI LEWELLEN
LAUREN ODMAN
CITY MANAGER: ANA M. GARCIA
CLIENT
CITY OF DANIA BEACH
100 W DANIA BEACH BOULEVARD
DANIA BEACH, FL 33004
CONTACT: FERNANDO RODRIGUEZ
PUBLIC SERVICES DIRECTOR
PHONE: (954) 924-6808
EMAIL: FRODRIGUEZ@ DANIABEACHFL.GOV
DANIA BEACH LIFT STATION AND GENERATOR IMPROVEMENTS
LIFT STATIONS 4, 11, AND 12
PREPARED FOR
CITY OF DANIA BEACH
FOR BIDDING
ELECTRICAL NOTES:
GENERAL
PUMPS AND CONTROL PANEL
CAST-IN-PLACE CONCRETE
FINISHING UNFORMED SURFACES
PRE-CAST CONCRETE
ACCESS HATCH
WETWELL REHABILITATION (NOT APPLICABLE)
PAINTING & COATINGS:
UTILITY CONTACTS:
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C100
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CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NORTH
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NORTH AMERICAN VERTICAL DATUM OF 1988.
NAVD '88 ELEV + 1.604' = NGVD '29 ELEVATION
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Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NORTH
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NAVD '88 ELEV + 1.598' = NGVD '29 ELEVATION
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Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NORTH
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NAVD '88 ELEV + 1.601' = NGVD '29 ELEVATION
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Know what'sbelow.
Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NORTH
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NORTH AMERICAN VERTICAL DATUM OF 1988.
NAVD '88 ELEV + 1.604' = NGVD '29 ELEVATION
L = S * D * P 148,000
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Know what'sbelow.
Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NORTH
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NORTH AMERICAN VERTICAL DATUM OF 1988.
NAVD '88 ELEV + 1.598' = NGVD '29 ELEVATION
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Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NORTH
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NORTH AMERICAN VERTICAL DATUM OF 1988.
NAVD '88 ELEV + 1.601' = NGVD '29 ELEVATION
LIFT STATION DATA TABLE
"A"
"B"
"C"
"D1"
"D2"
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D
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C500
Know what'sbelow.
Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NAVD '88 ELEV + 1.604' = NGVD '29 ELEVATION
"B"
"C"
"D"
"F"
"G"
"H"
"I" "J"
"K" "L"
"M"
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D
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C501
Know what'sbelow.
Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NAVD '88 ELEV + 1.598' = NGVD '29 ELEVATION
"B"
"C"
"D"
"F"
"G"
"H"
"I" "J"
"K" "L"
"M"
"N"
"O"
"AA"
"BB"
"CC"
"DD"
"EE"
"HH"
"II"
"KK"
"DD"
"B"
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"HH"
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EL A
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EL D
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TA
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O . 1
D
ET
AI
LS
C502
Know what'sbelow.
Callbefore you dig.
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON THE
NAVD '88 ELEV + 1.601' = NGVD '29 ELEVATION
NOTES:
1. ALL DIMENSIONS ARE GIVEN IN INCHES.
2. USE ON NEW CONSTRUCTION, UNLESS OTHERWISE
APPROVED BY BCWWS.
NOTE: MAX DISTANCE
BETWEEN SUPPORTS
SHALL NOT EXCEED 10 FEET
NOTES:
1. CONCRETE SHALL BE 4000 PSI, UNREINFORCED.
2. SEE PLANS AND SECTIONS FOR PIPE ELEVATION REQUIREMENT.
3. PIPE SUPPORT SUITABLE FOR PIPE SIZES 3" THROUGH 24" DIA.
4. SUPPORT STRAIGHT PIPE SECTION, FITTING OR PLUG VALVE. DO
NOT PLACE UNDER CHECK VALVE.
PRESSURE GAUGE: ASHCROFT 45-2279-SSH-04L-XX#
OR APPROVED EQUAL
SNUBBER: ASHCROFT 50-1112SE
DIAPHRAGM SEAL: ASHCROFT TYPE 50-100SS-04T-XCG
NOTES:
1. TAP PIPE PER MANUFACTURER'S RECOMMENDATIONS AT SPRINGLINE.
2. ALL PIPE AND FITTINGS SHALL BE SCHEDULE 80 STAINLESS STEEL.
3. INSTALL PRESSURE GAUGE AND DIAPHRAGM SEAL PER MANUFACTURER'S
REQUIREMENTS.
4. PRESSURE RANGE FOR GAUGE TO BE BASED ON OPERATING CONDITIONS.
NOTES:
1. ALL DIMENSIONS ARE GIVEN IN INCHES.
2. USE ON EXISTING CONSTRUCTION.
NOTES:
1. BACKFLOW PREVENTER LOCATED INSIDE FENCED AREA SHALL
BE FEBCO MODEL 825YA (OR APPROVED EQUAL) AND SHALL
USE SCHED 40 BRASS FOR ALL ABOVEGROUND PIPE/FITTINGS
AND VALVES.
2. BACKFLOW PREVENTER LOCATED OUTSIDE FENCED AREA
SHALL BE UV RESISTANT COMPOSITE PLASTIC UBS RP-500 (OR
APPROVED EQUAL) AND SHALL USE SCHED 40 PVC FOR ALL
ABOVE GROUND PIPE/FITTINGS.
NOTE:
1. THE PENETRATION FOR THE VENT ASSEMBLY SHALL BE
LOCATED 1' BELOW TOP SLAP AND ORIENTED AS SHOWN ON
THE PLANS.
2. VENT PIPING TO BE C900 PVC WITH DUCTILE IRON FITTINGS,
ALL RESTRAINED.
3. INSTALL ODOR CONTROL SYSTEM PER MANUFACTURER
RECOMMENDATIONS.
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SECTION VIEW
SIDEPLAN VIEW
SECTION VIEW
FRONT
PLAN VIEW
FRAME DETAIL
SECTION VIEW
SIDE
GROUT INJECTION HOLE
NOTE: SHOP DRAWING SUBMITTAL REQ'D
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