25-8409_Exhibit_M_Plans_and_Specifications_prepared_by_J._Mellein.pdf
PDF 13 MB Posted
- Attached to
- South County Water Reclamation Facility Preliminary Treatment Influent Screens Replacement
- Solicitation number
- 25-8409
- Issued by
- Collier County, Florida
About this file
This document is a comprehensive set of engineering design and construction documents for the South County Water Reclamation Facility Preliminary Treatment Screen Replacement project in Collier County, Florida. The project, prepared by Bowman Consulting Group, involves replacing the existing influent screens at the wastewater treatment facility located at 5600 Warren Street in Naples. The design documents are issued for bidding in May 2025 and include detailed mechanical, electrical, structural, and demolition plans for replacing two existing screening units with new equipment. The project scope includes removing and replacing influent screens, associated gates, channel covers, and related electrical and control systems.
The design documents specify technical requirements for the new screening equipment, including stainless steel construction, wash water connections, and integration with existing facility infrastructure. The project involves careful coordination with Collier County Water-Sewer District staff, with specific requirements for maintaining facility operations during construction, such as limiting noise, controlling dust emissions, and ensuring no offsite odors or sanitary sewer overflows. The documents outline specific shutdown procedures, electrical modifications, and structural repairs necessary to complete the screen replacement while minimizing disruption to the facility's wastewater treatment processes. The project appears to be funded through Collier County's public utilities budget and is designed to upgrade and improve the preliminary treatment capabilities of the South County Water Reclamation Facility.
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Collier County
SITE LOCATION MAP
N.T.S.
COLLIER COUNTY
WATER-SEWER DISTRICT
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
G-1
COVER SHEET
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FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30462
5600 WARREN STREET
NAPLES, FL 34113
SOUTH COUNTY WATER RECLAMATION FACILITY
PRELIMINARY TREATMENT SCREEN REPLACEMENT
BOARD OF COUNTY COMMISSIONERS
RICK LOCASTRO
CHRIS HALL
BURT L. SAUNDERS
DAN KOWAL
WILLIAM L. MC DANIEL, JR
DISTRICT 1
DISTRICT 2
DISTRICT 3
DISTRICT 4
DISTRICT 5
COUNTY MANAGER
AMY PATTERSON
PUBLIC UTILITIES DIVISION
JAMES DELONY, PE
MATTHEW MCLEAN, PE
ROBERT VON HOLLE
ROBERT EDGE
LOURDES SANTIAGO
SHON FANDRICH, PE
WAYNE KARLOVICH, PE
INTERM PUBLIC UTILITIES ADMINISTRATOR
DIVISION DIRECTOR PUBLIC UTILITIES ENGINEERING
DIVISION DIRECTOR WASTEWATER
SCWRF PLANT MANAGER
PROJECT MANAGER III
SUPERVISOR-PROJECT MANAGEMENT
SUPERVISOR-PROJECT MANAGEMENT OF
SUBREGIONAL UTILITIES
ISSUED FOR BIDDING
MAY, 2025950 ENCORE WAY
NAPLES, FL. 34110
PHONE: 239.254.2000
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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ELECTRICAL SHEET INDEX
SHEET NO. SHEET TITLE
E-1 ELECTRICAL SYMBOLS LEGEND,
DRAWING INDEX & GENERAL NOTES
E-2 UPPER LEVEL HEADWORKS
ELECTRICAL DEMOLITION PLAN
E-3
UPPER LEVEL HEADWORKS POWER,
CONTROLS, LIGHTNING PROTECTION
& BONDING PLAN
E-4 LOWER LEVEL HEADWORKS POWER
& CONTROLS PLAN
ED-1 ELECTRICAL DETAILS
ED-2 ELECTRICAL DETAILS
ED-3 ELECTRICAL DETAILS
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MECHANICAL SHEET INDEX
SHEET NO. SHEET TITLE
G-1 COVER SHEET
G-2 DRAWING INDEX
G-3 GENERAL NOTES
G-4 GENERAL NOTES
G-5 SITE PLAN
G-6 PROJECT LOCATION
M-1 EXISTING UPPER PLAN
M-2 EXISTING SECTION A-A
M-3 EXISTING SECTION B-B
M-4 DEMOLITION UPPER PLAN
M-5 DEMOLITION SECTION A-A
M-6 DEMOLITION SECTION B-B
M-7 PROPOSED UPPER PLAN
M-8 PROPOSED SECTION A-A
M-9 PROPOSED SECTION B-B
M-10 PROPOSED LOWER PLAN
M-11 SHUT DOWN PROCEDURE
M-12 EXISTING ALUMINUM COVER PLAN
M-13 DETAILS
M-14 DETAILS
M-15 DETAILS
STRUCTURAL SHEET INDEX
SHEET NO. SHEET TITLE
S1-1 STRUCTURAL NOTES
S1-2 REPAIR PLAN LOWER
S1-3 REPAIR PLAN UPPER
DRAWING INDEX
ELECTRICAL ENGINEER:
RKS CONSULTING ENGINEERS
FERNANDO FUENTES, PE
12651 MCGREGOR BLVD
FORT MYERS, FL - 33919
PHONE: 239.481.6775
STRUCTURAL ENGINEER:
TRC WORLDWIDE ENGINEERING
PAUL S. MOERSCHEL, PE
11926 FAIRWAY LAKES DR,
FORT MYERS, FL - 33913
PHONE: 239.939.1414
MECHANICAL ENGINEER:
BOWMAN
JARED M. MELLEIN, PE
950 ENCORE WAY
NAPLES, FL - 34110
PHONE: 239.254.2000
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY JARED M. MELLEIN, P.E.
ON . PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED
AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
05/02/2025
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY PAUL S. MOERSCHEL, P.E.
ON . PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED
AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
05/02/2025
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY FERNANDO FUENTES, P.E.
ON . PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED
AND SEALED AND THE SIGNATURE MUST
BE VERIFIED ON ANY ELECTRONIC COPIES.
05/02/2025
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PMoerschel Text Box 05/29/25
A. All elevations refer to National Geodetic Vertical Datum (NGVD)-1929.
B. Damage to existing utilities and property during construction shall be repaired and/or replaced at
Contractor's expense.
C. All driveway, sidewalks and other existing facilities, utilities and improvements shall be restored equal to pre-construction conditions or better and to the satisfaction of the Engineer.
D. The Contractor shall be limited to the work ours of 7:00 AM to 5:00 PM Monday through Friday. No noise producing work shall be performed prior to 8:00 AM. No Saturday or evening work shall be allowed without prior written approval of the County Project Manager. Approved night time work may be required.
E. If the SCWRF will have other construction projects ongoing, the Contractor shall coordinate his work with these other projects. This coordination shall include submitting weekly schedules and cooperating with other contractors.
F. Collier County Public Utility Standard Details and Specifications (County Utilities Standards Manual) are applicable to this project and are made a part of the Contract Documents by reference. Refer to latest edition and revisions of the County Utilities Standards. In the event of conflict between the County Utilities Standards and the Contract Documents, the more stringent requirement shall apply.
G. A mandatory Pre-Bid conference accompanied with project site visit will be required for any Contractor submitting a bid.
H. Prior to commencing work, the Contractor shall submit for approval of the following:
1. Construction Schedule in bar chart format using Microsoft Project software or approved equal.
2. Schedule of Values and Cash Flow Projections for progress payments.
D. Shop drawings for all equipment and materials must be approved prior to manufacture, installation or payment by the Owner.
E. Prior to the startup of any equipment, the Contractor shall submit and receive approval of the Draft Manufacturer's Operation and Maintenance Manual. Refer to Specification Sections 01330 and 01830.
Following Startup, the Manual shall be finalized prior to Substantial Completion.
F. Prior to Substantial Completion, the Contractor shall submit as-built drawings. The Contractor shall markup actual installed length and location of material and equipment. The Contractor shall sign and date the markup as-built drawings.
A. Shut down of the Influent Screening system can be scheduled only with prior written approval of the SCWRF Plant Manager and the County Project Manager. Only one influent screen may be taken out of service at a time.
B. Contractor shall prepare and submit detail plans for working on Influent Screens 1 and 2, stop logs as well as slide gates S-2 - S-7 as identified on the Contract Documents. See sheet M-11 for addition shutdown procedures.
C. The opening and closing of gates shall be coordinated and performed only by County staff and with approval by the SCWRF Plant Manager or their designee.
D. The Contractor shall provide all necessary equipment and labor to remove the wastewater from the channels, clean channels and bypass flow. The equipment shall include but not limited to pumps, hoses, vacuum truck, etc.
E. All channel coating and concrete repair work shall be performed 'by others'. General Contractor to coordinate with coating contractor during all channel shutdowns to execute required work.
F. Work on slide gates, stop logs and influent screens must be completed with flows being bypassed/redirected as required to the Parkson Screen, Pista Grit Unit channel, and manual screen bypass channel.
G. Contractor to provide all necessary equipment, material, and labor to install any temporary bulkhead required to assist in isolating any new equipment to be installed.
H. The entire work area shall be considered a Class 1, Division-2, Group-D Classified Areas; Contractor to use suitable material and methods. The Contractor shall meet all regulatory requirements for entering and working in Confined Space.
I. Any Contractor's construction shutdown of plant access drives shall be coordinated with SCWRF Plant Manager and County Project Manager.
A. Prior to commencing any demolition of the influent screens, panels, isolation gates and appurtenances, the Contractor shall obtain written approval from the County Project Manager and have an approved plan submitted and approved in accordance with specifications Section 01160.
B. The Contractor shall remove, and dispose of all demolished items as shown and specified on the Contract Documents.
C. Remove all anchor bolts associated with equipment that is being removed to a depth of at least 12" below the surface of existing concrete and patched with SIKA-123C or equal prior to applying new coatings. All new equipment shall utilize all new 316 stainless steel bolts, washers, and nuts.
D. See Specification Section 01110 for additional information and requirements.
E. It is the Contractor responsibility to use non-destructive methods (radar, x-ray, etc.) to locate embedded conduit in concrete prior to demolition, saw cutting or core drilling. Relocate and reconstruct affected per electrical specifications.
A. The Contractor shall paint all new and modified exposed ductile iron, PVC piping and metal surfaces. Stainless steel does not get painted.
1. Surface preparation for ductile iron, equipment and other metal surfaces:
2. Paint shall be:
b. Seal all asphalt coated pipe prior to application of prime coat. Submit technical information on sealer for approval.
c. Prime coat: Tnemec N69, 2-3 mil dft or approved equal.
d. Finish coat: Tnemec 73, 2-3 mil dft or approved equal.
e. Color shall match existing pipe and appurtenances in other areas of the SCWRF. Color chart shall be submitted.
A. The contractor's special attention is needed to assure compliance with the Collier County Public Utilities Five Ns. These relate to all County utilities facilities including, but not limited to, water and wastewater treatment facilities; raw water pumping and transmission facilities; potable water storage, transmission, and distribution facilities; wastewater collection, transmission, and pumping facilities; irrigation quality water storage, pumping, transmission, and distribution systems; and solid waste transfer station and landfill facilities. Any deviation to these requirements shall be reviewed and considered on a case-by-case basis by utility and other County staff.
The Five Ns are:
1. No offsite odor at any time. (24 hours per day, 7 days per week, 365 days per year)
2. No sanitary sewer overflows (SSOs-Spills). (7 days per week, 365 days per year)
3. No fugitive dust emissions (7 days per week, 365 days per year).
4. No offsite noises, all sound emission shall be mitigated prior to fence line per Land Development Code. (7 days per week, 365 days per year)
5. No offsite light emission, all light emissions shall be mitigated prior to fence line per Land Development Code.
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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G-3
GENERAL NOTES
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The following Sequence of Work has been prepared for the proposed project. The Bidder/Contractor shall review the sequence and may propose additions or changes in the sequence. A full schedule of work shall be prepared by the Contractor and submitted for review and approval prior to any work at the site. NOTE: This sequence is based on work starting at Influent Screen No. 1; however, this may be changed to allow initial work starting Influent Screen No. 2.
A. Issuance of overall Notice to Proceed.
B. Preconstruction meeting and preconstruction submittals.
C. Field verification of all measurements for the proposed influent screens, including channel width for new gates, channel wall widths, and required proposed aluminum channel cover modifications.
D. Issuance of Notice to Proceed on Screen replacement work.
E. Coordination with SCWRF Plant Manager and County Project Manager or their designee for shutdown of influent screens.
F. A written plan shall be submitted detailing the schedule and methodology for taking all channels and equipment out of service to perform the work in accordance with specification Section 01140 is required to be submitted by the contractor and approved by the County and the Engineer in advance of performing the work.
G. The Contractor shall provide a minimum of 72 hours advance notice before requesting approval to remove a channel from service.
H. The Contractor shall provide all needed bulkheads and dewatering equipment to take channels out of service and install stop logs, replace gates, and install influent screens shown on plans.
I. The Contractor shall have all equipment and materials onsite and available for installation prior to taking a channel offline so that downtime of the channel can be minimized.
J. Coating and concrete repair work to be performed 'by others'. Coordination between Contractors shall be made prior to any channel shutdown/bypass work. All channel coating rehabilitation work shall be completed, inspected and approved by the Owner prior to installing the influent screens. Manual bar screen to be removed for channel coating/concrete repair work and reinstalled when coating/repair work is completed.
K. All gates and screening system equipment associated with the first channel shall be fully completed, tested and found to be fully functioning for a minimum of 5 days before the second channel can be approved for removal from service.
L. Isolation of each screen shall be accomplished through routing of flow to existing Parkson Screen and bypass channel as well as existing manual screen and bypass channel.
M. One screen shall be taken out of service, demolished, tested, and put into service at a time.
N. Demolition of existing Influent Screen including anchor bolts removal and patching in the channels. See demolition notes on sheet G-3 regarding anchor bolt demolition and replacement work requirements.
O. Installation of new screen system, including wash press and sluice, drop chute, anchor bolts, supports, piping, etc.
P. Installation of new gates, actuators, level sensors, aluminum decking, electrical control panels, conduit, etc.
Q. Introduction of wastewater to Influent Screen No.1.
R. Notice to Proceed on Influent Screen No.2 work. Sequence of work will be similar to that on Influent Screen
No.1.
S. Removal and replacement of existing gates shall be coordinated with isolations needed for replacement of
Influent Screens No. 1 & 2.
T. Upon startup of both Influent Screens and gates, a final completion walk through will be completed. NOTE:
Individual substantial completion walkthroughs for individual gates and screens will be completed at various stages.
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SAINT ANDREWS BLVD
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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FL. LICENSE NO. 89872
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FL. LICENSE NO. 89872
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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FL. LICENSE NO. 89872
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FL. LICENSE NO. 89872
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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JARED M. MELLEIN, P.E.
FL. LICENSE NO. 89872
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SYSTEM SYMBOL LEGEND
ELECTRICAL PLAN SYMBOLSCONTROL/ELEMENTARY
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ELECTRICAL GENERAL NOTES
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FERNANDO E. FUENTES JR., P.E.
FL. LICENSE NO. 86514
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MOUNTED TO LIGHT POLE.
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STREAMER RETARDING TYPE.
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LS
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TR
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CR
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AT
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AR
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VS
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LLS
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SV
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ZS
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PS
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CONDUIT AND WIRE CONCEALED IN FLOOR SLAB OR UNDERGROUND.
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BRANCH CIRCUIT PANELBOARD AS NOTED; SEE PANEL SCHEDULES
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TRANSFORMER, SIZE AS INDICATED
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COMBINATION MAGNETIC MOTOR STARTER PROVIDED BY ELECTRICAL U.N.O.
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MOTOR CONNECTION
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SYSTEMS BACKBOARD AS NOTED
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SYSTEMS CABINET AS NOTED OR MARKED.
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TEMPERATURE SWITCH
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TS
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MOTOR SWITCH MANUAL
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NORMALLY OPEN CONTACT
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NORMALLY CLOSED CONTACT
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LIMIT SWITCH, NORMALLY OPEN
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LIMIT SWITCH, NORMALLY CLOSED
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PRESSURE SWITCH, NORMALLY OPEN
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PRESSURE SWITCH, NORMALLY CLOSED
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FLOAT SWITCH, NORMALLY OPEN
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FLOAT SWITCH, NORMALLY CLOSED
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FLOW SWITCH, NORMALLY CLOSED
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FLOW SWITCH, NORMALLY OPEN
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TEMPERATURE SWITCH, NORMALLY CLOSED
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TEMPERATURE SWITCH, NORMALLY OPEN
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NORMALLY OPEN, TIMED TO CLOSE CONTACT
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NORMALLY CLOSED, TIMED TO OPEN CONTACT
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NORMALLY CLOSED, TIMED TO CLOSE CONTACT
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NORMALLY OPEN, TIMED TO OPEN CONTACT
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ANALYZER INDICATOR TRANSMITTER
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TORQUE SWITCH
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PRESSURE SWITCH
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ZERO SPEED SWITCH
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SOLENOID VALVE
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LIQUID LEVEL SWITCH
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VIBRATION SWITCH
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ALARM RELAY
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ALARM TIMER
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CONTROL RELAY
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MOTOR STARTER
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TIMING RELAY
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ALARM INDICATING LIGHT
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RUN INDICATING LIGHT
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MOMENTARY CONTACT PUSHBUTTON
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MOMENTARY BREAK PUSHBUTTON OR RESET
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KEYED SWITCH
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MAINTAINED CONTACT ON-OFF SWITCH
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START/STOP (S/S) CONTROL SWITCH
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FUSE
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MOLDED CASE CIRCUIT BREAKER
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CONTROL POWER TRANSFORMER
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REMOTE TERMINAL BLOCK POINT
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FSH
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FLOW SWITCH HIGH/LOW
AutoCAD SHX Text P/G
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PRESSURE GAUGE
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FLOW INDICATOR TRANSMITTER (TOTALIZER)
AutoCAD SHX Text L/T
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COPPERWELD GRD. ROD
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SURGE SUPPRESSION DEVICE
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MAINTAINED CONTACT
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LIMIT SWITCH OR LEVEL SWITCH
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AIT
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FS
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LIT
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LEVEL INDICATOR TRANSMITTER
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FIT
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PROCESS FLOW TIMER
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PFT
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YSH
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FSL
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LIGHTNING PROTECTION AIR TERMINAL
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STREAMER RETARDING AIR TERMINAL
AutoCAD SHX Text E-1 ELECTRICAL SYMBOLS LEGEND, DRAWING INDEX & GENERAL NOTES ELECTRICAL SYMBOLS LEGEND, DRAWING INDEX & GENERAL NOTES E-2 UPPER LEVEL HEADWORKS ELECTRICAL DEMOLITION PLAN UPPER LEVEL HEADWORKS ELECTRICAL DEMOLITION PLAN E-3 UPPER LEVEL HEADWORKS POWER, CONTROLS, LIGHTNING PROTECTION &UPPER LEVEL HEADWORKS POWER, CONTROLS, LIGHTNING PROTECTION &BONDING PLAN E-4 LOWER LEVEL HEADWORKS POWER & CONTROLS PLAN LOWER LEVEL HEADWORKS POWER & CONTROLS PLAN ED-1 ELECTRICAL DETAILS ELECTRICAL DETAILS ED-2 ELECTRICAL DETAILS ELECTRICAL DETAILS ED-3 ELECTRICAL DETAILS ELECTRICAL DETAILS
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(3) COPPERWELD GRD. RODS
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DELTA GROUND ROD LAYOUT
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COPPERWELD GRD. ROD
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1. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE MECHANICAL AND STRUCTURAL DRAWINGS AND APPROVED DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE MECHANICAL AND STRUCTURAL DRAWINGS AND APPROVED MANUFACTURER'S SHOP DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT. REFER TO SITE SURVEY DRAWINGS FOR EXACT LOCATIONS OF EXISTING FACILITIES. 2. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, UTILITY REQUIRMENTS ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, UTILITY REQUIRMENTS AND LOCAL CODES. 3. PROVIDE SCHEDULE 40 PVC CONDUIT BELOW GRADE IN CONCRETE ENCASED DUCT BANKS. PROVIDE SCHEDULE 80 PVC CONDUIT PROVIDE SCHEDULE 40 PVC CONDUIT BELOW GRADE IN CONCRETE ENCASED DUCT BANKS. PROVIDE SCHEDULE 80 PVC CONDUIT BELOW GRADE IN NON-ENCASED DUCT BANKS. MAJOR DUCT BANKS AS INDICATED, MINOR DUCT BANKS AS DIRECTED BY ENGINEER IN FIELD. PROVIDE BELL END CONDUIT IN MANHOLES AND AT STUBUP LOCATIONS. ALL U.G. PROCESS RELATED CONDUIT SHALL BE PROTECTED IN CONCRETE ENCASEMENT. 4. CONDUCTORS SHALL NOT BE SPLICED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. CONDUCTORS SHALL NOT BE SPLICED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 5. FURNISH AND INSTALL A #2 TINNED BARE COPPER COUNTERPOISE WIRE ABOVE ALL CONDUITS IN DUCT BANKS, BONDED TO FURNISH AND INSTALL A #2 TINNED BARE COPPER COUNTERPOISE WIRE ABOVE ALL CONDUITS IN DUCT BANKS, BONDED TO BUILDING COUNTERPOISE AT BOTH ENDS. 6. ALL VENDOR PROVIDED ENCLOSURES, DISCONNECTS, J-BOXES, TERMINAL CABINETS, ETC. & MOUNTING HARDWARE LOCATED ALL VENDOR PROVIDED ENCLOSURES, DISCONNECTS, J-BOXES, TERMINAL CABINETS, ETC. & MOUNTING HARDWARE LOCATED EXTERIOR OR IN NON AIR CONDITIONED SPACED SHALL BE NEMA 4X STAINLESS STEEL UNLESS NOTED OTHERWISE. 7. ALL CONDUITS (POWER, CONTROL, INSTRUMENTATION, ETC.) SHALL HAVE EQUIPMENT GROUNDING CONDUCTOR SIZED PER TABLE ALL CONDUITS (POWER, CONTROL, INSTRUMENTATION, ETC.) SHALL HAVE EQUIPMENT GROUNDING CONDUCTOR SIZED PER TABLE 250.122 OF THE N.E.C. 8. DO NOT ABANDON ELECTRICAL IN PLACE. REMOVE CONDUCTORS BACK TO PANEL/MCC. REMOVE CONDUIT BACK TO FIRST DO NOT ABANDON ELECTRICAL IN PLACE. REMOVE CONDUCTORS BACK TO PANEL/MCC. REMOVE CONDUIT BACK TO FIRST MANHOLE, HANDHOLE OR REUSE FOR NEW WORK. REMOVE COMPLETE DUCT BANK AND MANHOLES IF NOT BEING REUSED. 9. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL INSTRUMENT/CONTROL EQUIPMENT LOCATIONS WITH THE MECHANICAL THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL INSTRUMENT/CONTROL EQUIPMENT LOCATIONS WITH THE MECHANICAL DRAWINGS AND THE CONTROLS CONTRACTOR PRIOR TO ROUGH-IN. LOCATIONS SHOWN ON DRAWING ARE APPROXIMATE ONLY. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL CONTROL CABLING REQUIRED WITH THE CONTROLS CONTRACTOR PRIOR TO ROUGH-IN. DOCUMENT COORDINATION TO THE GENERAL CONTRACTOR PRIOR TO ROUGH-IN. 10. THE SEQUENCE OF CONSTRUCTION WILL REQUIRE TEMPORARY ELECTRICAL SERVICES BE PROVIDED TO ALL AFFECTED FACILITIES THE SEQUENCE OF CONSTRUCTION WILL REQUIRE TEMPORARY ELECTRICAL SERVICES BE PROVIDED TO ALL AFFECTED FACILITIES TO MAINTAIN CONTINUOUS OPERATION DURING CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE AND COMMUNICATE ALL REQUIRED TEMPORARY REQUIREMENTS WITH ELECTRICAL CONTRACTOR. GENERAL CONTRACTOR TO ASSUME OVERALL RESPONSIBILITY TO COORDINATE WITH OWNER TO ENSURE POWER TO ALL EXISTING FACILITIES IS ONLY INTERRUPTED AS AUTHORIZED BY OWNER. 11. ALL CONDUCTORS SHALL BE ROUTED IN AND OUT OF MANHOLES TAKING THE LONGEST DISTANCE TO ALLOW FOR SLACK CABLE. ALL CONDUCTORS SHALL BE ROUTED IN AND OUT OF MANHOLES TAKING THE LONGEST DISTANCE TO ALLOW FOR SLACK CABLE. 12. CONDUCTOR PULLING TENSIONS SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION. CONTRACTOR SHALL INSTALL PULL CONDUCTOR PULLING TENSIONS SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION. CONTRACTOR SHALL INSTALL PULL BOXES TO MEET MANUFACTURER'S REQUIREMENTS. 13. ALL CIRCUITS SHALL BE IDENTIFIED IN JUNCTION BOXES, PULL BOXES, CONTROL PANELS, PANELBOARDS, LIGHTING POLES, ALL CIRCUITS SHALL BE IDENTIFIED IN JUNCTION BOXES, PULL BOXES, CONTROL PANELS, PANELBOARDS, LIGHTING POLES, CONTROLLERS AND SERVICE POINTS. IDENTIFICATION SHALL MATCH PANELBOARD SCHEDULES, MCC SECTION, I&C SHOP DRAWINGS & SCHEDULES & TAG LISTS, ETC. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT AND WIRING INSTALLATION FOR ALL VENDOR FURNISHED THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT AND WIRING INSTALLATION FOR ALL VENDOR FURNISHED EQUIPMENT (PACKAGE SYSTEMS). IF THE SHOP DRAWINGS DIFFER FROM THE DESIGNED FACILITIES, THE CONTRACTOR SHALL REDESIGN THE FACILITIES AND SUBMIT THE REVISED DESIGN FOR THE ENGINEER'S APPROVAL AT NO ADDITIONAL COST TO THE OWNER. PRIOR TO ELECTRICAL SUBMITTAL THE CONTRACTOR SHALL VERIFY ALL SUPPLIED BREAKER SIZES, STARTER SIZES, OVERLOAD SIZES, ETC. FOR ALL SYSTEMS SUCH AS HVAC, EXHAUST FANS, CHEMICAL PUMPS ETC. AND MODIFY BREAKERS, OVERLOADS, ETC. IN CONTRACTOR SUPPLIED EQUIPMENT ACCORDINGLY. 15. ALL EXCAVATIONS FOR CONDUITS, HANDHOLES, MANHOLES AND PULLBOXES NEAR EXISTING PIPING, CONDUIT AND EQUIPMENT ALL EXCAVATIONS FOR CONDUITS, HANDHOLES, MANHOLES AND PULLBOXES NEAR EXISTING PIPING, CONDUIT AND EQUIPMENT SHALL BE HAND EXCAVATED AND COORDINATED WITH ENGINEER. DAMAGE TO EXISTING SYSTEMS ARE TO BE IMMEDIATELY REPORTED TO OWNER AND REPAIRED TO OWNER AND ENGINEER SATISFACTION AT NO CHANGE TO CONTRACT. 16. ALL ENCLOSURES, TERMINAL CABINETS, WIREWAYS, PULL BOXES ETC. SHALL CONTAIN A GROUNDING BUS BAR. CONNECT ALL ALL ENCLOSURES, TERMINAL CABINETS, WIREWAYS, PULL BOXES ETC. SHALL CONTAIN A GROUNDING BUS BAR. CONNECT ALL RACEWAY BONDS TO BUS BAR VIA GROUNDING BUSHING AND EXTEND BONDING JUMPER FROM BUS BAR TO ENCLOSURE. 17. CONTRACTOR SHALL CORE DRILL EXISTING CONCRETE WALLS, FLOORS, MANHOLES, HANDHOLES AND PULL BOXES FOR CONDUIT CONTRACTOR SHALL CORE DRILL EXISTING CONCRETE WALLS, FLOORS, MANHOLES, HANDHOLES AND PULL BOXES FOR CONDUIT PENETRATIONS. SEAL PENETRATIONS WITH NON-SHRINK GROUT OR APPROPRIATE FIRE RATED DEVICES WHERE APPLICABLE. 18. ALL SPARE CONDUITS SHALL BE SEALED WITH A CAP AT BOTH ENDS AND A PULL STRING INSTALLED WITH IDENTIFICATION ON ALL SPARE CONDUITS SHALL BE SEALED WITH A CAP AT BOTH ENDS AND A PULL STRING INSTALLED WITH IDENTIFICATION ON BOTH ENDS. 19. PROVIDE TYPEWRITTEN PANEL SCHEDULES IN PANELBOARD & TYPEWRITTEN TERMINAL BLOCK SCHEDULES IN TERMINAL CABINETS; PROVIDE TYPEWRITTEN PANEL SCHEDULES IN PANELBOARD & TYPEWRITTEN TERMINAL BLOCK SCHEDULES IN TERMINAL CABINETS; PROPOSED & MODIFIED. 20. IT IS THE CONTRACTOR'S RESPONSIBILITIES TO USE NON-DESTRUCTIVE IMAGING METHODS (RADAR, XRAY) TO LOCATE EMBEDDED IT IS THE CONTRACTOR'S RESPONSIBILITIES TO USE NON-DESTRUCTIVE IMAGING METHODS (RADAR, XRAY) TO LOCATE EMBEDDED CONDUIT IN CONCRETE PRIOR TO DEMOLITION, SAW CUTTING AND CORE DRILLING. RELOCATE AND RECONSTRUCT AFFECTED CONDUIT AND WIRE PER ELECTRICAL SPECIFICATIONS. 21. ALL ENCLOSURES, TERMINAL CABINETS, WIREWAYS, PULL BOXES ETC. SHALL CONTAIN A GROUNDING BUS BAR. CONNECT ALL ALL ENCLOSURES, TERMINAL CABINETS, WIREWAYS, PULL BOXES ETC. SHALL CONTAIN A GROUNDING BUS BAR. CONNECT ALL RACEWAY BONDS TO BUS BAR VIA GROUNDING BUSHING AND EXTEND BONDING JUMPER FROM BUS BAR TO ENCLOSURE. 22. PROVIDE CONDUIT DUCT SEAL AT ALL CONDUIT ENDS. PROVIDE CONDUIT DUCT SEAL AT ALL CONDUIT ENDS. 23. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT & SHALL BE A MAXIMUM OF FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT & SHALL BE A MAXIMUM OF 24" IN LENGTH. 24. PROVIDE 2' MINIMUM DISTANCE BETWEEN PARALLEL RUNS OF LOW VOLTAGE 480V/120V POWER CONDUITS PROVIDE 2' MINIMUM DISTANCE BETWEEN PARALLEL RUNS OF LOW VOLTAGE 480V/120V POWER CONDUITS AND I&C CONDUITS. POWER CONDUIT SHALL CROSS INSTRUMENTATION CONDUIT PERPENDICULAR AT RIGHT ANGLES WITH 6" SEPARATION FOR 480V/120V. 25. COMPLY WITH NEC REQUIREMENTS FOR HAZARDOUS AREAS AS DEFINED BY NFPA-820 STANDARDS FOR COMPLY WITH NEC REQUIREMENTS FOR HAZARDOUS AREAS AS DEFINED BY NFPA-820 STANDARDS FOR FIRE PROTECTION IN WASTEWATER TREATMENT AND COLLECTION FACILITIES CURRENT EDITION
AutoCAD SHX Text A
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GFI
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AS
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VS
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VOLTMETER
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POWER FACTOR METER
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THREE PHASE VOLT SWITCH
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THREE PHASE AMP SWITCH
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GROUND FAULT INTERRUPTER
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WATT HOUR METER
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FUSE
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CAPACITOR
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DRAW-OUT CIRCUIT BREAKER
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MOULDED CASE CIRCUIT BREAKER
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TYPICAL STARTER CONTROL. SEE SWITCHGEAR
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CONTROL DIAGRAMS FOR EXACT TYPE.
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ELECTRIC A.C. MOTOR, NO. INDICATES HORSEPOWER.
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ELECTRIC D.C. MOTOR, NO. INDICATES HORSEPOWER.
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SERVICE OR EQUIPMENT GROUND.
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NON-FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS
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OTHERWISE INDICATED.
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NON-FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS
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OTHERWISE INDICATED, WITH REMOTE CONTROL STATION
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AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS.
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LIGHTING PANELBOARD
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POWER PANELBOARD
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KIRK KEY INTERLOCK
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CURRENT TRANSFORMERS
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POTENTIAL TRANSFORMERS
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MANUAL OR AUTOMATIC TRANSFER SWITCH
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KILOWATT METER
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AMMETER
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PF
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KW
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CURRENT TRANSMITTER
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KILOWATT TRANSMITTER
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POWER FACTOR TRANSMITTER
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AT
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KW
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PFT
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CP
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LOCAL CONTROL PANEL
AutoCAD SHX Text DISCONNECT SWITCH SIZE PER EQUIPMENT NAME PLATE OR AS NOTED: FOR DISCONNECTS SERVING MOTOR LOADS OF 10HP OR GREATER AND FOR ALL MOTOR LOADS SERVED THROUGH VARIABLE FREQUENCY DRIVES; PROVIDE SURGE SUPPRESSION DEVICE EQUAL TO SQ.-D. SDSA4040 OR EQUAL AT DISCONNECT.
AutoCAD SHX Text BRANCH CIRCUIT CONDUIT AND WIRE GENERALLY SURFACE MOUNTED, CONCEALED ABOVE CEILINGS SLASH MARKS INDICATE NUMBER OF CONDUCTORS; (MARKS SHOWN TO AID CONTRACTOR IN BIDDING, THE CONTRACTOR SHALL PROVIDE THE REQUIRED CONDUCTORS UNDER THE CONTRACT SUM WHETHER OR NOT SHOWN). SHORT SLASHES INDICATE PHASE CONDUCTOR OR SWITCH LEG, LONG INDICATE NEUTRAL CONDUCTOR. GREEN GROUND CONDUCTOR NOT SHOWN; ALL CONDUITS REQUIRE COPPER GROUND CONDUCTOR. TWO CONDUCTORS PLUS GROUND REQUIRED, MINIMUM.
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FLUSH MOUNTED JUNCTION BOX (SURFACE IN MECH/ELEC SPACES OR ABOVE CEILINGS).
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LED WALL MOUNTED FIXTURE & OUTLET BOX
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LED FIXTURE & CEILING OUTLET BOX
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LED WALL MOUNTED FIXTURE WITH INTEGRAL NICAD EMERGENCY BATTERY PACK
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LED TROFFER FIXTURE WITH INTEGRAL NICAD EMERGENCY BATTERY PACK.
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EXIT LIGHT FIXTURE AND WALL OR CEILING OUTLET BOX
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LED FIXTURE POLE MOUNTED
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(SHADED QUADRANT INDICATES FACE(S) OF FIXTURE)
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UNSWITCHED CIRCUIT TO BATTERY CHARGER.
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EMERGENCY LIGHTING BATTERY PACK FIXTURE; PROVIDE
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LED WALL MOUNTED FIXTURE AND OUTLET BOX
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LED TROFFER FIXTURE AND CEILING OUTLET BOX
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NO
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NO
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MS
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HP
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HAND OFF AUTO CONTROL STATION
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MOTOR STRIP HEATER
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HAND OFF REMOTE CONTROL STATION
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HOA
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HOR
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SHR
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CHKD
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SHEET
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DATE
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SCALE
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DRAWN
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DESIGN
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DESCRIPTION
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DATE
AutoCAD SHX Text CAD file name: K:\CCUD SCWRF Preliminary Treatment Screens\E-1.dwg 3/19/2025
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RV
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JM
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JM
AutoCAD SHX Text THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BOWMAN CONSULTING SHALL BE WITHOUT LIABILITY TO BOWMAN CONSULTING..
AutoCAD SHX Text 340793-01-001
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XX/XX/XXXX
AutoCAD SHX Text CAD File
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DESCRIPTION
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DATE
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REV.
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THESE DRAWINGS ARE NOT
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APPROVED UNLESS SIGNED
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AND SEALED BELOW :
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C on su lti ng G ro up
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9)
-2
FERNANDO E. FUENTES JR., P.E.
FL. LICENSE NO. 86514
SC
W
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PR
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DESCRIPTION
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DATE
AutoCAD SHX Text CAD file name: K:\CCUD SCWRF Preliminary Treatment Screens\E-2.dwg 3/19/2025
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AutoCAD SHX Text THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BOWMAN CONSULTING SHALL BE WITHOUT LIABILITY TO BOWMAN CONSULTING..
AutoCAD SHX Text 340793-01-001
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XX/XX/XXXX
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DESCRIPTION
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DATE
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REV.
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THESE DRAWINGS ARE NOT
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APPROVED UNLESS SIGNED
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AND SEALED BELOW :
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1. DEMO EXISTING SCREEN CONTROL PANEL ;SCC UPON DEMO EXISTING SCREEN CONTROL PANEL ;SCC UPON INSTALLATION OF NEW SCREEN NO.2 AND SCC-2 CONTROL PANEL. PROTECT EXISTING CONDUIT FOR REUSE. INSTALL STAINLESS STEEL NEMA 4X 8"HX6"WX6"D MIN. PULLBOX FOR CHEMICAL STORAGE EYEWASH CONTROL PANEL WIRING. 2. DEMO DUAL LEVEL INDICATOR TRANSMITTERS AND DEMO DUAL LEVEL INDICATOR TRANSMITTERS AND ELEMENTS COMPLETE. 3. DEMO SCREEN NO.1, SCREEN NO.2, GRINDER MOTOR DEMO SCREEN NO.1, SCREEN NO.2, GRINDER MOTOR AND AUGER MOTOR ELECTRICAL EQUIPMENT AND APPURTENANCES COMPLETE TO FACILITATE INSTALLATION OF NEW SCREEN UNITS. CONTRACTOR TO SEQUENCE DEMOLITION OF EXISTING SCREEN NO.2 UNIT FIRST ALONG WITH GRINDER AND AUGER EQUIPMENT. REMOVE ALL WIRE BACK TO EXISTING SCC PANEL. DEMO ALL SURFACE MOUNTED CONDUIT. PROTECT CONCEALED CONDUIT SECTIONS AND CONDUIT STUBUPS FOR REUSE. PROTECT EXISTING LIGHTNING PROTECTION & BONDING SYSTEMS THROUGHOUT DEMOLITION CONNECTION POINTS. REROUTE AND EXTEND EXISTING LIGHTNING PROTECTION & BONDING SYSTEMS TO NEW EQUIPMENT AND ENCLOSURES. 4. REMOVE WIRE BACK TO PP14, CAP AND ABANDON REMOVE WIRE BACK TO PP14, CAP AND ABANDON EXISTING CONDUIT IN PLACE. 5. PROTECT EXISTING (2)1"C. WITH (20)#14 CONDUCTORS PROTECT EXISTING (2)1"C. WITH (20)#14 CONDUCTORS TO PLC 5 VIA 2TJB1 FOR REUSE. 6. PROTECT EXISTING (1)1"C. WITH FIBER OPTIC CABLE TO PROTECT EXISTING (1)1"C. WITH FIBER OPTIC CABLE TO PLC 5 FOR REUSE. 7. DEMO ACTUATOR, SPLICE AND TERMINATION BOXES. DEMO ACTUATOR, SPLICE AND TERMINATION BOXES. DEMO ALL SURFACE MOUNTED CONDUIT AND PROTECT CONCEALED SECTION OF CONDUIT FOR REUSE. PROTECT EXISTING POWER AND I&C WIRE FOR REUSE. 8. DEMO EXISTING MANUAL BAR SCREEN TRANSMITTER, DEMO EXISTING MANUAL BAR SCREEN TRANSMITTER, SURGE SUPPRESSOR, CONDUIT AND WIRE BACK TO SCC. PROTECT TRANSMITTER, MANUFACTURER CABLE AND CONDUIT TO LEVEL ELEMENT FOR REINSTALLATION 9. DEMO EXISTING WEATHERSTATION AND TERMINATION DEMO EXISTING WEATHERSTATION AND TERMINATION CABINET COMPLETE.
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KEYNOTES:
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1/4"=1'-0" FOR 11"X17" SHEET 1/2"=1'-0" FOR 22"X34" SHEET
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DEMO =
!CAUTION! CONTRACTOR TO CONFIRM IF (3)#14'S FOR CHEMICAL STORAGE EYEWASH CONTROL PANEL CP75060 FEED THROUGH EXISTING SCC. CONTRACTOR TO EXCERCISE CAUTION DURING DEMO TO MAINTAIN FEED.
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