WWTP new generator project.pdf

PDF 5 MB Posted Jul 18, 2024

Attached to: Wastewater Treatment Plant New Generator Installation
Solicitation number: 20230229
Issued by: Berrien County, Sterling Heights City, Michigan

About this file

Written by GovTribe AI · May 8, 2025

This document is a comprehensive bid package for the City of South Lyon, Michigan Wastewater Utility Department's New Generator Installation Project. The project involves installing a new generator at the Wastewater Treatment Plant, with bid documents issued on July 12, 2024, and prepared by HRC Engineers. The scope includes a new 750 kVA generator installation while maintaining the existing 550 kVA diesel generator as an emergency backup system. The project will integrate with the existing control panel and manual transfer switch, with detailed electrical and site plans provided across multiple engineering drawings.

The bid package includes extensive technical specifications, electrical diagrams, site plans, and installation details. The project requires precise electrical and structural work, including generator foundation construction, electrical system modifications, and utility connections. The drawings indicate careful consideration of existing site conditions, underground utilities, and integration with the current wastewater treatment plant infrastructure. The project appears to be funded through municipal infrastructure resources, with detailed specifications for electrical systems, grounding, conduit routing, and equipment mounting. The bid documents provide comprehensive guidance for potential contractors, including specific technical requirements, installation notes, and site-specific considerations for the generator replacement and integration.

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Other files

File	Type	Posted
Generator addendum No.1.pdf	PDF	Jul 18, 2024
specs for new generator project.pdf	PDF	Jul 18, 2024
Generator addendum No.1 attachment.pdf	PDF	Jul 18, 2024

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WASTEWATER UTILITY DEPARTMENT

PREPARED UNDER THE SUPERVISION OF:

REGISTERED PROFESSIONAL ENGINEER

HUBBELL, ROTH & CLARK, INC.

SEAL

CITY OF SOUTH LYON, MICHIGAN

MICHAEL J. ROSKELLEY

JOB NO. 20230229

LOCATION MAP

NO SCALE

WASTE WATER TREATMENT PLANT

NEW GENERATOR PROJECT

ISSUED FOR BIDS

JULY 12, 2024

SOUTH LYON CITY COUNCIL CITY ADMINISTRATION

LISA DILG - MAYOR PRO-TEM

JUDY PIEPER - DEPUTY CLERK/TREASURER

RON BEASON - SUPERINTENDENT WATER/WASTEWATER

LISA DEATON - CITY CLERK/TREASURERALEX HANSEN

MARGARET KURTZWEIL

THAD BOGERT

GLENN KIVELL LORI MOSIER

PAUL C. ZELENAK - CITY MANAGER

JOB NO. 20230229

PREPARED BY:

555 HULET DRIVE

BLOOMFIELD HILLS, MI.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

AutoCAD SHX Text %%uLIST OF DRAWINGS%%u

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SHEET NO.

AutoCAD SHX Text %%uSHEET TITLE%%u

AutoCAD SHX Text %%uCIVIL%%u

AutoCAD SHX Text %%uSTRUCTURAL%%u

AutoCAD SHX Text E-1 ELECTRICAL ONE-LINE DIAGRAM ELECTRICAL ONE-LINE DIAGRAM E-2 NOTES, LEGEND, SCHEDULE, AND LOAD CALCULATIONS NOTES, LEGEND, SCHEDULE, AND LOAD CALCULATIONS E-3 ELECTRICAL REMOVAL PLAN SHEET ELECTRICAL REMOVAL PLAN SHEET E-4 ENLARGED GENERATOR ELECTRICAL PLAN SHEET ENLARGED GENERATOR ELECTRICAL PLAN SHEET E-5 ELECTRICAL PROJECT DETAILSELECTRICAL PROJECT DETAILS

AutoCAD SHX Text %%uELECTRICAL%%u

AutoCAD SHX Text V:\202302\20230229\CoverSheet.dwg

AutoCAD SHX Text Uhlianuk, Adam

AutoCAD SHX Text HRC_OLW.ctb

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7/12/2024 1:43 PM

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (22.00 X 34.00 INCHES)

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%%UGENERAL

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NICHWAGH LAKE

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9 MILE RD.

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9 MILE RD.

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10 MILE RD.

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10 MILE RD.

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PONTIAC TRAIL

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DIXBORO RD

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REYNOLD SWEET PKWY

AutoCAD SHX Text SOUTH LYON WASTE WATER TREATMENT PLANT 23500 DIXBORO RD SOUTH LYON, MICHIGAN 48178

AutoCAD SHX Text C-1 EXISTING SITE CONDITIONS EXISTING SITE CONDITIONS C-2 SITE PLAN REMOVAL SHEET SITE PLAN REMOVAL SHEET C-3 CONSTRUCTION SITE PLAN SHEETCONSTRUCTION SITE PLAN SHEET

AutoCAD SHX Text S-1 GENERATOR FOUNDATION PLANS, SECTION, DETAILS AND NOTESGENERATOR FOUNDATION PLANS, SECTION, DETAILS AND NOTES

AutoCAD SHX Text COVER COVER SHEET AND LOCATION MAP COVER SHEET AND LOCATION MAP G-1 GENERAL NOTES, ABBREVIATIONS, AND LEGENDGENERAL NOTES, ABBREVIATIONS, AND LEGEND

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

WASTE WATER

TREATMENT PLANT

NEW GENERATOR

INSTALLATION

PROJECT

48843HOWELL, MI

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

GUY

G-V

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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HORIZONTAL CONTROL POINT

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BENCH MARK

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MECHANICALLY STABILIZED EMBANKMENT

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STORM SEWER

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SANITARY SEWER

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WATERMAIN

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RIGHT-OF-WAY

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TOP OF CURB

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TOP OF DRAINAGE STRUCTURE COVER

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HYDRANT FROST JACKET ELEVATION

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COMPLETE SAND BACKFILL

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AutoCAD SHX Text %%uVERTICAL CURVES%%U

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SCHLEEDE-HAMPTON ASSOCIATES (ROAD & SOIL BORINGS)

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WATER MAIN

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DECIDUOUS TREE

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DECIDUOUS SHRUB

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CONIFEROUS TREE

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STUMP

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STORM MANHOLE & PIPE END

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RISER & DOWN SPOUT

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PUMP STATION

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FIRE HYDRANT

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UTILITY POLE

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LIGHT POLE

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GUY WIRE ANCHOR

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UNDERGROUND MARKER

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GAS BOX & BLOW OFF

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BENCH MARK SYMBOL

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GAS VALVE / PIPE END

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U.G. CABLE TV

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RIGHT-OF-WAY

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PROPERTY LINE

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ABANDON & REMOVAL SYMBOLS

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INL

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%%UITEM

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%%UEXISTING

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%%USYMBOL

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REMOVE CURB & GUTTER

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SOIL BORING/PAVEMENT CORE

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BUILDING

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TRAVERSE LINE & TRAVERSE POINT

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WATER STOP BOX & SPRINKLER HEAD

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METER PIT

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U.G. TELEPHONE

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GAS MAIN

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SANITARY SEWER

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STORM UNDERDRAIN

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UNSPECIFIED MANHOLE

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GATE VALVE, GATE WELL & WELL

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MANHOLE, CATCH BASIN, INLET, & END SECTION SYMBOLS

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U.G. ELECTRIC

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CONIFEROUS SHRUB

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DRAINAGE FLOW

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U.G. ELEC. & TELE.

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%%UPROPOSED

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FENCE

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SLOPE STAKE LINE

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DRAINAGE EASEMENT

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TEMPORARY GRADING PERMIT

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SQUARE/ROUND CATCHBASINS & INLETS IN PAVEMENT

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EX. 12" STM. SWR.

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EX. 12" SAN. SWR.

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EX. 12" D.I. W.M.

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EX. 6" S-MP GAS MAIN

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COMBINED PROPERTY

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EX. 12" CMP

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RELOCATE BY OTHERS

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ADJUSTMENT

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RELOCATE

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ADJ

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REL

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REL B/O

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DITCH CENTERLINE

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AutoCAD SHX Text PRIOR TO WORK ON FACILITIES BELONGING TO OTHER AGENCIES, A MINIMUM OF 72 HOURS NOTICE MUST BE GIVEN IN ORDER TO INSURE PROPER INSPECTION BY THE RESPECTIVE AGENCIES.

AutoCAD SHX Text ALL EXPLORATORY WORK REQUIRED FOR LOCATING EXISTING UTILITIES SHALL NOT BE PAID FOR SEPARATELY.

AutoCAD SHX Text THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK, AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

AutoCAD SHX Text FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL DIAL 811 OR (800) 482-7171 A MINIMUM OF 3 FULL WORKING DAYS, EXCLUDING SATURDAY, SUNDAY AND HOLIDAYS, PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS-DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS-DIG" ALERT SYSTEM. COORDINATION SHALL ALSO BE CONDUCTED WITH THE CITY TO LOCATE UTILITIES NOT PART OF MISS DIG ALERT SYSTEM 3 DAYS IN ADVANCE OF ANY EXCAVATIONS.

AutoCAD SHX Text THE CONTRACTOR SHALL, BEFORE EACH DAYS WORK, OR WHEN MOVING TO A NEW AREA OF WORK, DETERMINE AND EVALUATE THE LOCATION OF ALL UNDERGROUND FACILITIES IN THE AREA. IF LOCATION STAKES HAVE BEEN MOVED OR DO NOT APPEAR CORRECT, THE CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY TO CHECK OR RE STAKE THEIR LOCATIONS. ANY DELAYS INCURRED DUE TO CHECKING OR RE STAKING OF UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION.

AutoCAD SHX Text THE EXISTING UTILITIES LISTED SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM SURVEYS AND FROM UTILITY RECORD MAPS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE PROPER UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES AND THEIR LOCATIONS AS PART OF THE CONSTRUCTION OF THIS PROJECT.

AutoCAD SHX Text ALL GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED PER DISTRIBUTION STANDARDS AND CONSUMERS ENERGY SPECIFICATIONS.

AutoCAD SHX Text %%uUTILITIES%%U

AutoCAD SHX Text OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED TO MOVE POLES OR STRUCTURES THAT ARE NOT WITHIN GRADING OR STRUCTURE LIMITS IN ORDER TO FACILITATE THE OPERATION OF CONSTRUCTION EQUIPMENT. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS FOR TEMPORARY SUPPORT OR RELOCATION (IF NEEDED) AT HIS EXPENSE. THIS WILL ALSO INCLUDE LIGHT POLES.

AutoCAD SHX Text %%uUTILITY NOTE NO. 1%%U

AutoCAD SHX Text THE UTILITY CONFLICTS INFORMATION PROVIDED HEREIN BY HUBBELL, ROTH & CLARK ("HRC") SHALL NOT BE CONSTRUED AS ANY FORM OF CERTIFICATION, WARRANTY (EXPRESS OR IMPLIED) OR GUARANTEE ON BEHALF OF HRC REGARDING THE ACTUAL LOCATION OF THE UTILITIES IN QUESTION. HRC DOES NOT HAVE ACTUAL KNOWLEDGE OF THE UTILITY LOCATIONS. INSTEAD, THE INFORMATION PROVIDED IS BASED ON INFORMATION OBTAINED FROM OTHERS AND/OR CONSTRUCTION DRAWINGS OF HRC THAT HAVE NOT BEEN VERIFIED TO BE "AS-BUILT" CONDITIONS. THE INFORMATION IS BEING PROVIDED AS A COURTESY, AND SHOULD NOT BE RELIED UPON FOR ACTUAL UTILITY LOCATIONS. PROVIDING THIS INFORMATION SHALL NOT CREATE ANY FORM OF CONTRACTUAL (OR OTHER) RELATIONSHIP BETWEEN HRC AND ANY ENTITY INVOLVED IN THE PROJECT. HRC'S CONTRACT ON THIS PROJECT IS WITH THE OWNER, CITY OF SOUTH LYON WASTE WATER TREATMENT PLANT.

AutoCAD SHX Text THE SOIL EROSION CONTROLS WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENT BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A CLEAN SITE AND CORRECT ANY STORM EVENT EROSIONS AT THEIR OWN EXPENSE TO RETURN SITE BACK TO IT'S ORIGINAL CONDITION OR BETTER.

AutoCAD SHX Text 07-12-24

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ISSUED FOR BIDS

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GENERAL NOTES,

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ABBREVIATIONS AND LEGEND

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AS NOTED

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R.N.A.

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF SOUTH LYON

WASTE WATER

TREATMENT PLANT

NEW GENERATOR

INSTALLATION

PROJECT

72 HOURS

BEFORE YOU DIG

(3 WORKING DAYS)

CALL MISS DIG

1-800-482-7171 (TOLL FREE)CALL811.COM or 811

Know what's below.

Call before you dig.

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AutoCAD SHX Text V:\202302\20230229\C\Sheets\C-1.dwg

AutoCAD SHX Text Uhlianuk, Adam

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7/9/2024 10:57 AM

AutoCAD SHX Text 20230229

AutoCAD SHX Text July 2024

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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EXISTING

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SITE CONDITIONS

AutoCAD SHX Text 1"=5'-0"

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FOR CITY REVIEW

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ISSUED FOR BIDS

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SCALE: 1" = 20'-0"

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HYD.

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STORAGE BUILDING

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GARAGE AREA

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CONTROL BUILDING

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ABANDONED PRIMARY TANKS

AutoCAD SHX Text NOTE: ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED. AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY. PRIOR TO CONSTRUCTION ALL LOCATIONS AND DEPTHS OR EXISTING UTILITIES (IN CONFLICT WITH PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL MISS DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

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27" SAN

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30" SAN

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EX. N.G. LINE

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EXISTING LEGEND

AutoCAD SHX Text EXISTING FENCE EXISTING SANITARY SEWER LINE EXISTING FIRE MAIN WATER LINE EXISTING STORM SEWER LINE EXISTING STEAM CONDENSATE LINE EXISTING ELECTRICAL SITE POWER EXISTING GAS MAIN LINE EXISTING WATER MAIN LINE EXISTING COLD DOMESTIC WATER EXISTING COMMUNICATIONS LINE EXISTING PIV EXISTING WATER HYDRANT EXISTING LIGHT POLE EXISTING STORM CATCH BASINS EXISTING SANITARY MANHOLE EXISTING GATE VALVE

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PIV

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF SOUTH LYON

WASTE WATER

TREATMENT PLANT

NEW GENERATOR

INSTALLATION

PROJECT

72 HOURS

BEFORE YOU DIG

(3 WORKING DAYS)

CALL MISS DIG

1-800-482-7171 (TOLL FREE)CALL811.COM or 811

Know what's below.

Call before you dig.

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AutoCAD SHX Text Uhlianuk, Adam

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7/9/2024 10:40 AM

AutoCAD SHX Text 20230229

AutoCAD SHX Text July 2024

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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SITE PLAN

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REMOVAL SHEET

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AutoCAD SHX Text 05-24-24

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FOR CITY REVIEW

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ISSUED FOR BIDS

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SCALE: 1" = 10'-0"

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STORAGE BUILDING

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ABANDONED PRIMARY TANKS

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HYD.

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EX. 6" WTR.MAIN

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12" WTR.MAIN

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EX. 12" WTR.MAIN

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EX. 27" SAN.

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EX. 30" SAN.

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HMA SURFACE REMOVE/EARTH EXCAVATION

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EARTH EXVACATION

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EX. CONC. S.W.

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EXISTING LEGEND

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PIV

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LEGEND

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1. PRIOR TO STARTING ANY EXCAVATIONS THE PRIOR TO STARTING ANY EXCAVATIONS THE CONTRACTOR SHALL COORDINATE WITH THE CITY TO FIELD LOCATE UTILITIES WITHIN THE WORK AREA. 2. THE CONTRACTOR SHALL PROVIDE ALL LABOR, THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE WORK SHOWN ON THIS SHEET AND TO COMPLETE THE PROJECT. 3. TRENCHING AREAS WITH KNOWN UTILITY TRENCHING AREAS WITH KNOWN UTILITY CROSSINGS OF SIMILAR DEPTH SHALL BE DONE WITH CARE AND SOFT DUG TO LOCATE UTILITY. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO NOT DAMAGE EXISTING UTILITIES. 4. CONTRACTOR SHALL COORDINATE WITH OWNER CONTRACTOR SHALL COORDINATE WITH OWNER LOCATION FOR PLACING EARTH EXCAVATION SPOILS. IF SPOILS CANNOT BE STOCK PILED ON SITE THE CONTRACTOR SHALL HAUL AWAY AS DIRECTED BY THE ENGINEER. 5. PAVEMENT REMOVALS SHALL BE SAW CUT PAVEMENT REMOVALS SHALL BE SAW CUT FULL DEPTH WITH A CLEAN EDGE. THE CONTRACTOR SHALL EXTEND THE WIDTH OF PAVEMENT REMOVAL ALONG TRENCHING LINE NO MORE THAN 5' FOR HMA REMOVAL. IF THE EXISTING HMA PAVEMENT ALONG THE EDGE OF TRENCH REMOVAL IS BLOCK CRACKING OR SPALLING THE CONTRACTOR SHALL REMOVE THE BROKEN HMA UNTIL SOLID PAVEMENT IS ENCOUNTERED OR AS DIRECTED BY THE ENGINEER. ADDITIONAL REMOVALS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

GARAGE AREA/ STORAGE

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF SOUTH LYON

WASTE WATER

TREATMENT PLANT

NEW GENERATOR

INSTALLATION

PROJECT

72 HOURS

BEFORE YOU DIG

(3 WORKING DAYS)

CALL MISS DIG

1-800-482-7171 (TOLL FREE)CALL811.COM or 811

Know what's below.

Call before you dig.

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PRIMARY SWITCH + METER

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AutoCAD SHX Text V:\202302\20230229\C\Sheets\C-3.dwg

AutoCAD SHX Text Uhlianuk, Adam

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7/10/2024 4:09 PM

AutoCAD SHX Text 20230229

AutoCAD SHX Text July 2024

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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CONSTRUCTION

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SITE PLAN SHEET

AutoCAD SHX Text 1"=10'-0"

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AutoCAD SHX Text A.R.U.

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AutoCAD SHX Text R.N.A.

AutoCAD SHX Text 05-24-24

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FOR CITY REVIEW

AutoCAD SHX Text 07-12-24

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ISSUED FOR BIDS

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SCALE: 1" = 10'-0"

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AutoCAD SHX Text 2.5

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STORAGE BUILDING

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ABANDONED PRIMARY TANKS

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CONTROL BUILDING

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SCREENING ROOM

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HYD.

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EX. 6" WTR.MAIN

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EX. 12" WTR.MAIN

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12" WTR.MAIN

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EX. 12" WTR.MAIN

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EX. 27" SAN.

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EX. 30" SAN.

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EX. N.G. LINE

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GENERATOR STRUCTURAL FOUNDATION PAD

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MAINTENANCE STRIP CONCRETE, 6" NON-REINFORCED

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EX. CONC. S.W.

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EXISTING LEGEND

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PIV

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LEGEND

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GARAGE AREA/ STORAGE

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NEW HMA PAVEMENT PATCHING

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GREEN SPACE RESTORATION AREA

AutoCAD SHX Text NOTE: A. CONTRACTOR MAY DIRECTIONAL BORE CONDUITS TO GREEN CONTRACTOR MAY DIRECTIONAL BORE CONDUITS TO GREEN SPACE AND OMIT HMA PAVING REQUIREMENTS. EXISTING DRIVEWAY IS BLOCK CRACKING WHICH MAY CAUSE EXTENDED REPAIRS IF OPENED FOR TRENCHING. USE OF HAND PATCH SHALL BE USED TO REPAIR SMALL DAMAGED AREAS AS REQUIRED.

1.5% MAX

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF SOUTH LYON

WASTE WATER

TREATMENT PLANT

NEW GENERATOR

INSTALLATION

PROJECT

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GENERATOR FOUNDATION

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PLANS, SECTION,

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DETAILS AND NOTES

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AS NOTED

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CKC

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PMH

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RBN

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RNA

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AutoCAD SHX Text V:\202302\20230229\S\S01_plot.dwg

AutoCAD SHX Text Haataja, Pamela, M

AutoCAD SHX Text

7/12/2024 8:25 AM

AutoCAD SHX Text 20230229

AutoCAD SHX Text July 2024

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

AutoCAD SHX Text 07-12-24

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ISSUED FOR BIDS

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SECTION

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SCALE: 1/4" = 1'-0"

AutoCAD SHX Text GENERAL NOTES: 1. VERIFY CONDITIONS AND MEASUREMENTS AT THE SITE & REPORT ANY DISCREPANCIES TO THE OWNER VERIFY CONDITIONS AND MEASUREMENTS AT THE SITE & REPORT ANY DISCREPANCIES TO THE OWNER BEFORE PROCEEDING WITH THE WORK. EXISTING DIMENSIONS AND ELEVATIONS SHOWN WITHIN THESE CONTRACT DOCUMENTS ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. EXISTING UTILITIES ARE SHOWN ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR. NO EXISTING UTILITIES ARE SHOWN ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR. NO GUARANTEE CAN BE MADE TO THE COMPLETENESS OR EXACTNESS OF THE LOCATION OF THESE UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES IN THE CONSTRUCTION AREA, AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES FROM HIS OPERATION. 3. THE CONTRACTOR SHALL CALL MISS DIG (800-482-7171) A MINIMUM 72 HOURS (3 WORKING DAYS) THE CONTRACTOR SHALL CALL MISS DIG (800-482-7171) A MINIMUM 72 HOURS (3 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK, AND THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK, AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 5. THE CONTRACTOR SHALL NOT BURN, CUT, DRILL OR MODIFY STRUCTURAL MEMBERS WITHOUT THE CONTRACTOR SHALL NOT BURN, CUT, DRILL OR MODIFY STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE OWNER. 6. THE CONTRACTOR SHALL PREVENT WATER FROM IMPOSING LOAD ON PORTIONS OF THE WORK PRIOR TO THE CONTRACTOR SHALL PREVENT WATER FROM IMPOSING LOAD ON PORTIONS OF THE WORK PRIOR TO CONCRETE ATTAINING ITS 28 DAY DESIGN STRENGTH. 7. ALL PAVEMENT, SIDEWALKS, DRIVEWAYS, SHOULDERS, LANDSCAPING, DRAINAGE PIPES, ETC., DAMAGED ALL PAVEMENT, SIDEWALKS, DRIVEWAYS, SHOULDERS, LANDSCAPING, DRAINAGE PIPES, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR AT HIS EXPENSE TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 8. EXISTING MONUMENTS & PROPERTY CORNERS ARE TO BE PRESERVED AND PROTECTED. DISTURBED EXISTING MONUMENTS & PROPERTY CORNERS ARE TO BE PRESERVED AND PROTECTED. DISTURBED SURVEY MARKERS SHALL BE RESTORED AT THE CONTRACTORS EXPENSE. 9. ALL CONSTRUCTION MUST CONFORM TO CURRENT M.I.O.S.H.A. SAFETY STANDARDS. ALL CONSTRUCTION MUST CONFORM TO CURRENT M.I.O.S.H.A. SAFETY STANDARDS. 10. CONTRACTOR SHALL EMPLOY SUCH MEASURES & TAKE SUCH PRECAUTIONS SO AS TO PROTECT FROM CONTRACTOR SHALL EMPLOY SUCH MEASURES & TAKE SUCH PRECAUTIONS SO AS TO PROTECT FROM ANY DAMAGE, ALL ELEMENTS TO REMAIN IN PLACE. 11. CONTRACTOR IS RESPONSIBLE FOR THE DEWATERING OF ALL EXCAVATED AREAS AND TO MAKE HIS CONTRACTOR IS RESPONSIBLE FOR THE DEWATERING OF ALL EXCAVATED AREAS AND TO MAKE HIS OWN DETERMINATION OF WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION. WATER LEVELS ARE SUBJECT TO CHANGE. DEWATERING SHALL NOT BE PAID FOR SEPARATELY. CONTRACTOR IS SOLELY RESPONSIBLE FOR HIS DEWATERING MEANS AND METHODS. 12. CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR THE ENGINEER'S REVIEW, INCLUDING CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR THE ENGINEER'S REVIEW, INCLUDING PRODUCT DATA INFORMATION AND TESTING RESULTS ON ALL PRODUCTS AND MATERIALS TO BE USED. SUBSTITUTIONS FROM THE MATERIALS AND MANUFACTURERS NOTED WITHIN THESE CONTRACT DOCUMENTS IS PERMITTED, PROVIDED THAT THE "OR EQUAL" PRODUCT IS REVIEWED AND ACCEPTED BY THE ENGINEER PRIOR TO INSTALLATION. 13. DENOTES: DENOTES: JWP - JOINT WATERPROOFING ISO JT - ISOLATION JOINT JWP - JOINT WATERPROOFING ISO JT - ISOLATION JOINT ISO JT - ISOLATION JOINT CJ - CONSTRUCTION JOINT 14. FOUNDATION HAS BEEN DESIGNED TO BEAR ON IN-SITU SOILS WITH A NET ALLOWABLE BEARING FOUNDATION HAS BEEN DESIGNED TO BEAR ON IN-SITU SOILS WITH A NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. SHOULD IN-SITU SOIL CAPACITY DIFFER, ENGINEER SHALL BE NOTIFIED IMMEDIATELY AS FOOTING WIDTH MAY NEED TO BE INCREASED. 15. CONTRACTOR TO FURNISH AND INSTALL ANCHORAGES AND HARDWARE PER GENERATOR CONTRACTOR TO FURNISH AND INSTALL ANCHORAGES AND HARDWARE PER GENERATOR MANUFACTURER'S DESIGN SPECIFICATIONS. UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER, ANCHORS SHALL BE "DRILL & GROUT" AS SPECIFIED IN REINFORCED CONCRETE NOTE 10 WITH A MINIMUM EFFECTIVE EMBEDMENT DEPTH OF 6 INCHES AND A MINIMUM EDGE DISTANCE TO ANCHOR CENTERLINE OF 4 INCHES. REFER TO SPECIFICATION SECTION 16620 FOR SUBMITTAL REQUIREMENTS.. 16. OPENINGS IN FOUNDATION WALL FOR ELECTRICAL CONDUIT SHALL BE FIELD DRILLED. REFERENCE OPENINGS IN FOUNDATION WALL FOR ELECTRICAL CONDUIT SHALL BE FIELD DRILLED. REFERENCE ELECTRICAL DRAWINGS AND COORDINATE WITH ON SITE ENGINEER FOR EXACT SIZE AND LOCATIONS. 17. ALL FOUNDATION ELEMENTS SHALL BE FORMED. CASTING DIRECTLY AGAINST EARTH IS NOT PERMITTED. ALL FOUNDATION ELEMENTS SHALL BE FORMED. CASTING DIRECTLY AGAINST EARTH IS NOT PERMITTED. 18. DO NOT BACKFILL UNTIL CONCRETE HAS ATTAINED AT LEAST 75% OF SPECIFIED 28-DAY COMPRESSIVE DO NOT BACKFILL UNTIL CONCRETE HAS ATTAINED AT LEAST 75% OF SPECIFIED 28-DAY COMPRESSIVE STRENGTH AS DETERMINED BY "FIELD CURED" CYLINDER TESTING.

AutoCAD SHX Text REINFORCED CONCRETE NOTES: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS UNLESS CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS UNLESS OTHERWISE NOTED. FOR MIX DESIGN REQUIREMENTS, REFER TO SPECIFICATION SECTION 03310. 2. STEEL REINFORCEMENT SHALL BE NEW BILLET CONFORMING TO ASTM A615, GRADE 60 AND SHALL BE STEEL REINFORCEMENT SHALL BE NEW BILLET CONFORMING TO ASTM A615, GRADE 60 AND SHALL BE NON EPOXY COATED. REINFORCEMENT STEEL FOR TIES & STIRRUPS SHALL BE NEW BILLET STEEL CONFORMING TO A615, GRADE 60. 3. STEEL REINFORCEMENT SHOP DRAWINGS SHALL BE SUBMITTED AT LEAST TWO WEEKS PRIOR TO STEEL REINFORCEMENT SHOP DRAWINGS SHALL BE SUBMITTED AT LEAST TWO WEEKS PRIOR TO FABRICATION FOR ENGINEER'S APPROVAL. STEEL REINFORCEMENT SHALL BE FABRICATED BY AN MDOT PREQUALIFIED SUPPLIER. 4. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST EDITION ACI 318 BUILDING CODE REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST EDITION ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND CONCRETE REINFORCING STEEL INSTITUTE (CRSI), LATEST EDITION, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. 5. MINIMUM LAP OF REINFORCEMENT SHALL BE CLASS "B", CASE 2, AS CALLED FOR IN ACI 318, UNLESS MINIMUM LAP OF REINFORCEMENT SHALL BE CLASS "B", CASE 2, AS CALLED FOR IN ACI 318, UNLESS OTHERWISE NOTED. 6. CONCRETE COVER TO REINFORCEMENT : CONCRETE COVER TO REINFORCEMENT : CONCRETE PLACED AGAINST GROUND ......................... 3" CONCRETE PLACED AGAINST GROUND ......................... 3" ALL OTHER (UNLESS OTHERWISE INDICATED) .............. 2" 7. CORNER BARS SHALL BE THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT UNLESS CORNER BARS SHALL BE THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT UNLESS OTHERWISE NOTED. PROVIDE LAP SPLICE. PROVIDE HOOKS ON ALL HORIZONTAL BARS MADE DISCONTINUOUS AT WALL OPENINGS. 8. PROVIDE KEYWAYS AT ALL CONSTRUCTION JOINTS (CJ). CONSTRUCTION JOINTS AT THEIR LOCATION AS PROVIDE KEYWAYS AT ALL CONSTRUCTION JOINTS (CJ). CONSTRUCTION JOINTS AT THEIR LOCATION AS SHOWN ARE NOT OPTIONAL. 9. ALL HORIZONTAL RESTEEL SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. ALL HORIZONTAL RESTEEL SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. 10. (DRILL & GROUT) - REFERS TO DRILLING INTO EXISTING CONCRETE TO THE SPECIFIED HOLE DIAMETER (DRILL & GROUT) - REFERS TO DRILLING INTO EXISTING CONCRETE TO THE SPECIFIED HOLE DIAMETER AND EMBEDMENT AND ANCHORING THE REINFORCEMENT WITH STRUCTURAL EPOXY ADHESIVE (HIT HY 200 V3 OR HIT HY 500 V3 HIGH STRENGTH INJECTION ADHESIVE SYSTEM BY HILTI CORP. OR APPROVED EQUAL). INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. THREADED RODS SHALL BE TYPE 304 STAINLESS STEEL HAS RODS WITH MATCHING HARDWARE BY HILTI OR APPROVED EQUAL. 11. ALL EXPOSED CONCRETE CORNERS SHOWN SQUARE ON THE PLANS SHALL BE BEVELED WITH 1/2" ALL EXPOSED CONCRETE CORNERS SHOWN SQUARE ON THE PLANS SHALL BE BEVELED WITH 1/2" TRIANGULAR MOLDINGS EXCEPT AS OTHERWISE NOTED. 12. FIELD CUTTING OF REINFORCEMENT, WHERE NOTED, SHALL BE CUT BY MECHANICAL MEANS. FLAME FIELD CUTTING OF REINFORCEMENT, WHERE NOTED, SHALL BE CUT BY MECHANICAL MEANS. FLAME CUTTING OF REINFORCEMENT IS NOT ACCEPTABLE. 13. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE PENETRATING WATER REPELLENT SEALER APPLIED ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE PENETRATING WATER REPELLENT SEALER APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. "MASTER PROTECT H400" BY SIKA/MASTERBUILDERS OR APPROVED EQUAL. 14. JOINT WATERPROOFING (JWP) SHALL BE W.R. MEADOWS "MEL-ROL" WATERPROOFING MEMBRANE OR JOINT WATERPROOFING (JWP) SHALL BE W.R. MEADOWS "MEL-ROL" WATERPROOFING MEMBRANE OR APPROVE EQUAL. CLEAN AND PRIME SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO REMOVE EXISTING COATINGS AND/OR DEBRIS PRIOR TO WATERPROOFING.

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* FOUNDATION COORDINATION NOTES: DIMENSIONS AND ELEVATIONS SHOWN IN TOP PLAN, SECTIONAL PLAN AND SECTION 1 SHALL BE COORDINATED WITH GENERATOR MANUFACTURER'S REPRESENTATIVE PRIOR TO SUBMITTING SHOP DRAWINGS. DENNIS ROBAK CUMMINS SALES & SERVICE (248) 207-2876 DENNIS.ROBAK@CUMMINS.COM CONTRACTOR SHALL SUBMIT DETAILED GENERATOR SHOP DRAWINGS FOR OWNER/ENGINEER REVIEW AND ACCEPTANCE PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL CONFIRM DIMENSIONS, ELEVATIONS AND OPENINGS WITH MANUFACTURER'S REPRESENTATIVE FOR SUPPLIED GENERATOR PACKAGE PRIOR TO SUBMITTING FOUNDATION REINFORCEMENT PLAN FOR OWNER REVIEW.

AutoCAD SHX Text 9"

REINF

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REINF

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BM1

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BM2

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CONSTRUCTION JOINT

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1/2" ISO JT

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NOTE: STOP SHEAR KEY 6" FROM EXPOSED EDGES.

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text #5 @ 12" T&B

AutoCAD SHX Text (4)-#5 T&B

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JWP (TYP)

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GENERATOR FDN

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TOP PLAN

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SCALE: 1/4" = 1'-0"

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SECTIONAL PLAN

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SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 9'-6"

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FOUNDATION (SYM ABT EXCEPT OPNG)

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BM2

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BM1

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FOUNDATION (SYM ABT EXCEPT OPNG)

AutoCAD SHX Text (2)-#5 x 4'-0" DIAG T&B INNER LAYER (TYP - EA CORNER)

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- SEE FOUNDATION COORDINATION NOTES

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8" TYP, FULL PERIMETER

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AutoCAD SHX Text 4'-7"

AutoCAD SHX Text NOTES: 1. FOR CONCRETE MAINTENANCE FOR CONCRETE MAINTENANCE STRIP DETAIL, SEE SHEET E-5. 2. FOR BM1 AND BM2, SEE FOR BM1 AND BM2, SEE DETAILS, THIS SHEET.

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FOUNDATION

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AutoCAD SHX Text 11'-6"

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FOUNDATION (SYM ABT)

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AutoCAD SHX Text 9'-6"

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FOUNDATION (SYM ABT)

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BM1

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BM2

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TYP REINF SPAN

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SLOPE 1.5% MAX

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AutoCAD SHX Text NOTE: GENERATOR SKID NOT SHOWN. FOR DRILL & GROUT OF ANCHORS, SEE REINF CONC NOTE 10.

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N. BM2 LOOKING EAST, S. BM2 SIM

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DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF SOUTH LYON

WASTE WATER

TREATMENT PLANT

NEW GENERATOR

INSTALLATION

PROJECT

EXISTING 750KVA

TRANSFORMER

AutoCAD SHX Text C

AutoCAD SHX Text V:\202302\20230229\E\Sheet\E01PLOT_Oneline.dwg

AutoCAD SHX Text Uhlianuk, Adam

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7/10/2024 10:54 AM

AutoCAD SHX Text 20230229

AutoCAD SHX Text July 2024

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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REVISED PLANT ONE-LINE DIAGRAM

AutoCAD SHX Text 05-24-24

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60% REVIEW SET

AutoCAD SHX Text 07-12-24

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ISSUED FOR BIDS

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ELECTRICAL

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ONE-LINE DIAGRAM

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NO SCALE

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AutoCAD SHX Text 50E

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DETROIT EDISON METERING

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200 AMP LOAD BREAK SWITCH

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15 KV INTERMEDIATE CLASS ARRESTERS

AutoCAD SHX Text 3-1/C #2, 15KV, GN & 1-#2 GRD.,3"C. PLUS 1-3" (SPARE CONDUIT) CONFORMS TO DETROIT EDISON CO. SPEC. #501

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RES

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FUSE

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FUSE

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FUSE

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60 TD

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86 HR

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52 CS

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52 CS

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FUSE

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FUSE

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800A 800AT

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(2) 480-120

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1600A,3P. 1600A FU. MAIN SWITCH

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EXERCISER

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MB-2

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FB-2 800A 600AT 3P.

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3 PH., 3W., BUS

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MB-1

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L.V. SWITCHGEAR

AutoCAD SHX Text SQUARE "D" INDOOR POWER ZONE II DRAW-OUT SWITCHGEAR WITH BREAKER TYPE; DS-416 FOR 1600A FRAME SIZE DS-206 FOR 800A FRAME SIZE

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(3) 800/5

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NOTE-4

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NOTE-4

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EX. 800A., 3P., MANUAL TRANSFER SWITCH WALL MTD. IN ELECTRICAL ROOM

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TEMPERATURE INDICATOR

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NEW NEMA 3R 100A 240V 1PH DISCONNECT, FUSED AT 100A

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NEW 25 KVA 480-240/120V TRANSFORMER GT-1 (Z=5%)

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LP-A (22,24), (26)

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1200A LSIG

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1200A 3P. MAIN BREAKER SET TO 800AT

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800A LSIG

AutoCAD SHX Text NOTE: : 1. CONTRACTOR SHALL COORDINATE ALL SWITCHGEAR AND SCADA CONTRACTOR SHALL COORDINATE ALL SWITCHGEAR AND SCADA WORK WITH U.IS.

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FB-1 800A, 250AT 3P.

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FB-3 800A 150AT 3P.

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FB-4 800A 200AT 3P.

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FB-5 800A 800AT 3P.

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FB-6 800A 800AT 3P.

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EX. CONTROL PANEL

EX. MOTOR CONTROL CENTER "MCC-A"

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF SOUTH LYON

WASTE WATER

TREATMENT PLANT

NEW GENERATOR

INSTALLATION

PROJECT

AutoCAD SHX Text C

AutoCAD SHX Text V:\202302\20230229\E\Sheet\E02PLOT_Schedule.dwg

AutoCAD SHX Text Uhlianuk, Adam

AutoCAD SHX Text

7/10/2024 10:55 AM

AutoCAD SHX Text 20230229

AutoCAD SHX Text July 2024

AutoCAD SHX Text

ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

AutoCAD SHX Text 05-24-24

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60% REVIEW SET

AutoCAD SHX Text 07-12-24

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ISSUED FOR BIDS

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NOTES, LEGEND, SCHEDULE,

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AND LOAD CALCULATIONS

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NO SCALE

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INCOMING LINE

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SPACE

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SPACE

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SPACE

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SPACE

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SPACE

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FRONT ELEVATION MOTOR CONTROL CENTER "MCC-A"

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WIRE AND CONDUIT

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BREAKER

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DESCRIPTION

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EX. CONTROL MOTOR CENTER "MCC-A" SCHEDULE

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DESIG.

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* CONN. LOAD

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CONN. AMPS.

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SWITCH

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480V, 3PH., 3 W., 600 AMP. MAIN BUS AND GROUND BUS

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TOTAL CONNECTED LOAD

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SPARE

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SURGE SUPPRESSOR

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221KVA

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NAMEPLATE ENGRAVING

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* FUSE

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STARTER

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SIZE

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TYPE

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CONTROL DEVISES

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FVNR

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HOA, PL, ETM

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SPARE

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HOA, PL, ETM

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FVNR

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HOIST & CABLE REEL (SCREEN RM)

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RAW SEWAGE SAMPLE PUMP

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MECHANICAL BAR SCREEN

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CONTROL BLDG. SUMP PUMP

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CONTROL BLDG. SUMP PUMP

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WASH PRESS UNIT

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CONTROL BLDG. H & V UNIT

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HOT WATER CIRCULATION PUMP

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HOT WATER CIRCULATION PUMP

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SCREENING RM. H & V UNIT

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AIR HANDLING UNIT

AutoCAD SHX Text

CAPACITOR BANK

AutoCAD SHX Text 3 H.P.

AutoCAD SHX Text 4.8

AutoCAD SHX Text

2.1 H.P.

AutoCAD SHX Text 3.3

AutoCAD SHX Text .5 H.P.

AutoCAD SHX Text 1.1

AutoCAD SHX Text 5 H.P.

AutoCAD SHX Text 7.6

AutoCAD SHX Text

NO.1

AutoCAD SHX Text

NO.2

AutoCAD SHX Text 5 H.P.

AutoCAD SHX Text 7.6

AutoCAD SHX Text 5A

AutoCAD SHX Text 30A

AutoCAD SHX Text 5A

AutoCAD SHX Text 30A

AutoCAD SHX Text 20A

AutoCAD SHX Text 30A

AutoCAD SHX Text 15A

AutoCAD SHX Text 30A

AutoCAD SHX Text 15A

AutoCAD SHX Text 30A

AutoCAD SHX Text 20A

AutoCAD SHX Text 30A

AutoCAD SHX Text 60A

AutoCAD SHX Text 5A

AutoCAD SHX Text 30A

AutoCAD SHX Text 5A

AutoCAD SHX Text 30A

AutoCAD SHX Text 5A

AutoCAD SHX Text 30A

AutoCAD SHX Text 8A

AutoCAD SHX Text 30A

AutoCAD SHX Text 50A

AutoCAD SHX Text 60A

AutoCAD SHX Text 5 H.P.

AutoCAD SHX Text 7.6

AutoCAD SHX Text

AHU-2

AutoCAD SHX Text

7.5 H.P.

AutoCAD SHX Text 11.0

AutoCAD SHX Text

CP-1

AutoCAD SHX Text 2 H.P.

AutoCAD SHX Text 3.4

AutoCAD SHX Text

CP-2

AutoCAD SHX Text 2 H.P.

AutoCAD SHX Text 3.4

AutoCAD SHX Text

AHU-4

AutoCAD SHX Text 3 H.P.

AutoCAD SHX Text 4.8

AutoCAD SHX Text

AHU-5

AutoCAD SHX Text 3 H.P.

AutoCAD SHX Text 4.8

AutoCAD SHX Text

NO.1

AutoCAD SHX Text

30KAVR

AutoCAD SHX Text 36.0

AutoCAD SHX Text

MCC LEGEND

AutoCAD SHX Text HORSEPOWERS ARE EST., VERIFY EXACT SIZES WITH EQUIP. FOR STARTER HEATER SIZING, BREAKER SIZING, OR FUSE SIZING

AutoCAD SHX Text

CPT

AutoCAD SHX Text

ETM

AutoCAD SHX Text

FVNR

AutoCAD SHX Text

GFR

AutoCAD SHX Text

HOA

AutoCAD SHX Text

CONTROL POWER TRANSFORMER

AutoCAD SHX Text

CONTROL RELAY

AutoCAD SHX Text

ELAPSED TIME METER

AutoCAD SHX Text

FULL VOLTAGE, NON-REVERSING

AutoCAD SHX Text

GROUND FAULT RELAY

AutoCAD SHX Text

HAND-OFF-AUTO SELECTOR SWITCH

AutoCAD SHX Text

LINE REACTOR

AutoCAD SHX Text

PUSHBUTTON SWITCH

AutoCAD SHX Text

PRESS-TO-TEST INDICATING LIGHT

AutoCAD SHX Text

START AND STOP PUSHBUTTON SWITCHES

AutoCAD SHX Text

SSL

AutoCAD SHX Text

START AND STOP LOCK-OUT PUSHBUTTON SWITCHES

AutoCAD SHX Text

SSR

AutoCAD SHX Text

START AND STOP/RESET PUSHBUTTON SWITCHES

AutoCAD SHX Text

TVSS

AutoCAD SHX Text

TRANSIENT VOLTAGE SURGE SUPPRESSOR

AutoCAD SHX Text

VFD

AutoCAD SHX Text

VARIABLE FREQUENCY CONTROLLER (DRIVE)

AutoCAD SHX Text

GENERATOR RM SERVICE PWR.

AutoCAD SHX Text

LP-GEN

AutoCAD SHX Text

10 KVA

AutoCAD SHX Text 21.0

AutoCAD SHX Text 25A

AutoCAD SHX Text 30A

AutoCAD SHX Text 4A

AutoCAD SHX Text 30A

AutoCAD SHX Text

100 VA

AutoCAD SHX Text .21

AutoCAD SHX Text

LAB. VACUUM PUMP

AutoCAD SHX Text

1.5 HP

AutoCAD SHX Text 2.6

AutoCAD SHX Text 4A

AutoCAD SHX Text 30A

AutoCAD SHX Text 5A

AutoCAD SHX Text 30A

AutoCAD SHX Text

LAB. VACUUM PRIMER

AutoCAD SHX Text

2 HP+ 2 HP

AutoCAD SHX Text 6.8

AutoCAD SHX Text

EXHAUST FAN GENERATOR RM.

AutoCAD SHX Text

EF-8

AutoCAD SHX Text

3 HP

AutoCAD SHX Text 4.8

AutoCAD SHX Text 8A

AutoCAD SHX Text 60A

AutoCAD SHX Text

CAPACITY BANK

AutoCAD SHX Text

NO.2

AutoCAD SHX Text

30KVAR

AutoCAD SHX Text 36.0

AutoCAD SHX Text 50A

AutoCAD SHX Text 60A

AutoCAD SHX Text

RAW SEWAGE PUMP NO.1 VFD

AutoCAD SHX Text

RAW SEWAGE PUMP NO.2 VFD

AutoCAD SHX Text

RAW SEWAGE PUMP NO.3 VFD

AutoCAD SHX Text

RAW SEWAGE PUMP NO.4 VFD

AutoCAD SHX Text

RAW SEWAGE PUMP NO.5 VFD

AutoCAD SHX Text

25 HP

AutoCAD SHX Text 34.0

AutoCAD SHX Text

25 HP

AutoCAD SHX Text 34.0

AutoCAD SHX Text

25 HP

AutoCAD SHX Text 34.0

AutoCAD SHX Text

10 HP

AutoCAD SHX Text 14.0

AutoCAD SHX Text

25 HP

AutoCAD SHX Text 34.0

AutoCAD SHX Text 50A, 3P

AutoCAD SHX Text 20A, 3P

AutoCAD SHX Text

SS, PL, GFR

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FVNR

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3-#12 + #12 GRD. & 6-#14, 3/4"C.

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3-#12 + #12 GRD., 3/4"C.

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3-#12 + #12 GRD. & 9-#14, 3/4"C.

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3-#12 + #12 GRD. & 4-#14, 3/4"C.

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3-#12 + #12 GRD., 3/4"C.

AutoCAD SHX Text

3-#12 + #12 GRD., 3/4"C.

AutoCAD SHX Text

3-#8 + #10 GRD., 1"C.

AutoCAD SHX Text

3-#12 + #12 GRD. & 2-#14, 3/4"C.

AutoCAD SHX Text

FVNR

AutoCAD SHX Text

HOA, PL

AutoCAD SHX Text

3-#12 + #12 GRD. & 2-#14, 3/4"C.

AutoCAD SHX Text

FVNR

AutoCAD SHX Text

HOA, PL

AutoCAD SHX Text

3-#12 + #12 GRD., 3/4"C.

AutoCAD SHX Text

3-#12 + #12 GRD., 3/4"C.

AutoCAD SHX Text

3-#8 + #10 GRD., 1"C.

AutoCAD SHX Text

3-#12 + #12 GRD., 3/4"C.

AutoCAD SHX Text

FVNR

AutoCAD SHX Text

HOA, PL, ETM

AutoCAD SHX Text

CPT, 3 CR (ALT)

AutoCAD SHX Text

FVNR

AutoCAD SHX Text

HOA, PL

AutoCAD SHX Text

3-#12 + #12 GRD., 3/4"C.

AutoCAD SHX Text

3-#12 + #12GRD., 3/4"C.

AutoCAD SHX Text

3-#12 + #12 GRD. & 2-#14, 3/4"C.

AutoCAD SHX Text

FVNR

AutoCAD SHX Text

HOA, PL, ETM

AutoCAD SHX Text

3-#8 + #10 GRD., 1"C.

AutoCAD SHX Text

3-#6 + #8 GRD., 1-1/4"C.

AutoCAD SHX Text

3-#6 + #8 GRD., 1-1/4"C.

AutoCAD SHX Text

3-#6 + #8 GRD., 1-1/4"C.

AutoCAD SHX Text

3-#12 + #12 GRD., 3/4"C.

AutoCAD SHX Text

3-#6 + #8 GRD., 1-1/4"C.

AutoCAD SHX Text A-29

AutoCAD SHX Text

GT-1 TRANS.

AutoCAD SHX Text 70A

AutoCAD SHX Text 100A

AutoCAD SHX Text 70A, 2P

AutoCAD SHX Text

3-#4 + #8 GRD., 1"C.

AutoCAD SHX Text

SPARE

AutoCAD SHX Text 50A

AutoCAD SHX Text 100A

AutoCAD SHX Text

HOA, PL, ETM

AutoCAD SHX Text

FVNR

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY CHECK THE FIELD CONDITIONS AND EXISTING ELECTRICAL INSTALLATION AND UTILITIES (ELECTRICAL AND TELEPHONE) PRIOR TO SUBMITTING A BID. 2. OTHER PROJECTS ARE, OR MAY BE, UNDER CONSTRUCTION AT OTHER PROJECTS ARE, OR MAY BE, UNDER CONSTRUCTION AT THIS SITE, AND THIS CONTRACTOR SHALL COORDINATE WITH THEM SO AS NOT TO DELAY THEIR SCHEDULES OR IMPEDE THEIR WORK. 3. ALL ELECTRICAL WORK SHALL COMPLY WITH THE N.E.C. ALL ELECTRICAL WORK SHALL COMPLY WITH THE N.E.C. AND THE CITY'S LOCAL CODES, ORDINANCES, REGULATIONS, AND MIOSHA. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS, APPROVALS AND FEES REQUIRED AND ENSURE THAT THE ENTIRE INSTALLATION CONFORMS TO CODES AND REGULATIONS REQUIRED BY AUTHORITY OR AGENCY HAVING JURISDICTION OVER THE INSTALLATION, ALTERATION OR CONSTRUCTION OF WORK INCLUDED. ALL FEES SHALL BE INCLUDED IN THE BASE PROPOSAL. 5. COORDINATE ALL UNDERGROUND WORK WITH THE CITY OR COORDINATE ALL UNDERGROUND WORK WITH THE CITY OR MISS DIG, NEW AND EXISTING, UNDERGROUND UTILITIES PRIOR TO EXCAVATIONS OR INSTALLATIONS. 6. ALL POWER WIRING 120 VOLTS AND GREATER SHALL BE ALL POWER WIRING 120 VOLTS AND GREATER SHALL BE INSTALLED IN CONDUIT AND SHALL BE NEW. UNLESS NOTED OTHERWISE, RIGID GALVANIZED STEEL SHALL BE USED WHERE CONDUIT IS EXPOSED OUTSIDE. EMT CONDUIT SHALL BE USED IN BUILDING INTERIORS. 7. ALL DIRECT BURIED CONDUITS SHALL BE RIGID GALVANIZED ALL DIRECT BURIED CONDUITS SHALL BE RIGID GALVANIZED OR P.V.C. SCH. 40. 8. ALL DIRECT BURIED CONDUITS SHALL BE 24" BELOW ALL DIRECT BURIED CONDUITS SHALL BE 24" BELOW GRADE (MIN,) AND SHALL SLOPE A MINIMUM 3" PER 100' TO MANHOLES, HANDHOLES, CABLE VAULTS, OR OTHER STRUCTURES. 9. ALL EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL, ALL EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL, INSTALLED WITH WATERTIGHT CONDUIT FITTINGS. EXPANSION FITTINGS SHALL BE PROVIDED AT ALL TRANSITIONS FROM UNDERGROUND TO EXPOSED CONDUIT. 10. ALL UNDERGROUND CONDUITS AND/OR DUCTS IN DUCT ALL UNDERGROUND CONDUITS AND/OR DUCTS IN DUCT BANKS SHALL BE P.V.C. EXCEPT WHERE ENTERING MANHOLES, HANDHOLES, BUILDINGS, LIGHT POLE BASES, AND TRANSFORMER PADS. UNDERGROUND CONDUITS AND/OR DUCTS SHALL BE RIGID GALVANIZED STEEL WITHIN 5' OF THE STRUCTURE. ALL CONDUITS AND/OR DUCTS UNDER BUILDINGS SHALL BE RIGID GALVANIZED STEEL. 11. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A 1/4" ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A 1/4" DIA. POLYPROPYLENE FISHLINE. 12. ALL CONDUITS SHALL BE ROUTED TO AVOID OPENINGS IN ALL CONDUITS SHALL BE ROUTED TO AVOID OPENINGS IN FLOORS, ROOFS, AND WALLS. LADDERS UP WALLS SHALL NOT BE CROSSED BY EXPOSED CONDUIT RUNS. PROVIDE THE MINIMUM CLEAR SPACE REQUIRED BY ALL GOVERNING CODES BETWEEN HANDRAILS AND ALL ELECTRICAL ENCLOSURES AND RACEWAYS, WHICH IN NO CASE SHALL BE LESS THAN 1 1/2" CLEAR. 13. ALL ELECTRICAL FLOOR MOUNTED EQUIPMENT SUCH AS ALL ELECTRICAL FLOOR MOUNTED EQUIPMENT SUCH AS MOTORS, CONTROL PANELS AND METALLIC SUPPORT RACKS SHALL HAVE A MIMIMUM #2 BARE COPPER GROUND CONDUCTOR BETWEEN THE MOTOR, FRAME, ENCLOSURE, OR SUPPORT LEG AND THE BUILDING GROUND SYSTEM. 14.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 8, 2025.