Beck Lift Station- Addendum #1

5 MB Posted Feb 18, 2022

Attached to: Asphalt Walkways
Solicitation number: 22-100
Issued by: Jefferson County, Georgia

About this file

Written by GovTribe AI · Jul 28, 2026

This document is Addendum #1 to a bid form issued by the City of Commerce, Georgia, for the Beck Road Lift Station and Force Main Improvements project (Contract No. C3000.110). The addendum, issued March 11, 2022, provides modifications to the original contract documents with a bid date of Thursday, March 24, 2022 at 2:00 PM. The project scope includes removal and replacement of two existing submersible pumps with new 160 HP units, installation of variable frequency drives and electrical improvements, removal and replacement of approximately 2,500 linear feet of existing 10-inch sanitary sewer force main with new 12-inch ductile iron pipe (DIP) force main using open cut cross-country construction, installation of eleven 12-inch 45-degree bends, two 12-inch 22.5-degree bends, three 3-inch combination air release valves with precast manholes, connection to existing force main with line stop and reducers, clearing and grubbing, and erosion and sediment control measures. The addendum issues a revised bid form, updated construction plans on sheets C0.0, C1.0, C3.0, E1.1, and E2.1, and includes new electrical technical specifications. Work must be completed within 180 calendar days after the notice to proceed, with substantial completion and readiness for final payment required within this timeframe.

The addendum establishes specific technical requirements for materials and equipment, requiring Class 250 ductile iron pipe with either "Fastite" DIP with "Fast-Grip" gaskets or "Tyton" joint DIP with "Field-Lok" gaskets, both with colored (non-black) gaskets for visibility. All ductile iron pipe, valves, and fittings must be lined with 401 Protecto lining or Tnemec 431 lining. A Supplemental Work Allowance (SWA) of $35,000.00 is required in the contractor's bid proposal. The bid form instructs all bidders to acknowledge receipt of all addenda in the space provided on the revised bid sheet; failure to acknowledge receipt will be construed as acknowledgement and receipt by submission of the bid. Bid security of 5 percent of the total bid price is required, and the selected contractor must execute the contract and required bonds within fifteen days of the owner's notice of award. The bid remains subject to acceptance for 60 days after the bid opening date.

Text of this file

ADDENDUM #1

March 11, 2022

PROJECT: Beck Road Lift Station and Force Main Improvements

OWNER: City of Commerce

BID DATE: Bid Date – Thursday, March 24, 2022 at 2:00 P.M.

Please be advised the following has changed:

1. CONTRACT DOCUMENTS, SECTION 00410 - BID FORM

a. A new Bid Form has been issued.

2. CONSTRUCTION PLANS, SHEETS C0.0, C1.0, C3.0, E1.1, & E2.1

a. See attached Plan Sheets.

3. TECHNICAL SPECIFICATIONS, SECTION 02530 – SANITARY SEWER COLLECTION SYSTEM

a. Force main pipe shall be Class 250 ductile iron pipe and shall be one of the following products compatible with gaskets for restraint: “Fastite” DIP with “Fast-Grip” gaskets (by American) or “Tyton” joint DIP with “Field-Lok” gaskets (by US Pipe). Gaskets shall be colored for visibility (not black).

b. All ductile iron pipe, valves, and fittings shall be lined with 401 Protecto lining or

Tnemec 431 lining.

4. TECHNICAL SPECIFICATIONS, SECTION 01020 – ALLOWANCES

a. A Supplemental Work Allowance (SWA) of $35,000.00 shall be required by the contractor in their bid proposal as shown on the attached revised Bid Form.

5. TECHNICAL SPECIFICATIONS, ELECTRICAL

a. Electrical Technical Specifications have been included in this addendum.

6. CLARIFICATIONS & MISCELLANEOUS INFORMATION

a. Minor site grading at the lift station will be required for installation of the concrete slab for electrical controls and shall be included under the line item in the Bid Form for Lift Station Improvements Complete.

All bidders shall acknowledge receipt of all addenda issued where indicated on the bid sheets. (SECTION 00410 – Bid Form, Page 2)

ATTENTION

ALL BIDDERS SHALL SIGN IN THE SPACE PROVIDED ON THE ENCLOSED REVISED BID

SHEET(S) TO INDICATE RECEIPT OF THIS ADDENDUM.

BIDDERS ARE ADVISED THAT IT IS THEIR RESPONDIBILITY TO VERIFY THAT ANY AND ALL

ADDENDA HAVE BEEN RECEIVED PROPR TO SUBMISSION OF THE BID. IN CASE ANY

BIDDER FAILS TO ACKNOWLEDGE RECEIPT OF ANY SUCH ADDENDA IN THE SPACE

PROVIDED ON THE BID FORM, THE BID WILL NEVERTHELESS BE CONSTURED AS THOUGH

THE BIDDER HAS RECEIVED AND ACKNOWLEDGED ALL SUCH ADDENDA, AND THE

SUBMISSION OF THE BID WILL CONSTITUTE ACKNOWLEDGEMENT AND RECEIPT OF SAME.

END ADDENDUM

ESG Engineering, Inc. 00410 - 1

SECTION 00410

BID FORM

PROJECT IDENTIFICATION:

Beck Road Lift Station and Force Main Improvements

CONTRACT IDENTIFICATION AND NUMBER:

C3000.110

THIS BID IS SUBMITTED TO:

City of Commerce 27 Sycamore St.

Commerce, GA 30529

THIS BID IS SUBMITTED FROM:

Bidder: ____________________________________

Address: __________________________________

Phone: ____________________________________

State of Georgia Business License No.: __________________________

1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and

Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the day of Bid opening.

Bidder will sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen days after the date of Owner's Notice of Award.

ESG Engineering, Inc. 00410 - 2

3. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that:

(a) Bidder has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged):

Date Addendum Number

(b) Bidder has familiarized themself with the nature and extent of the Contract

Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work.

(c) Bidder has carefully studied all reports and drawings of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions, and accepts the determination set forth in paragraph 4.2.1 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which Bidder is entitled to rely.

(d) Bidder has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies (in addition to or to supplement those referred to in (c) above) which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance or furnishing of the Work as Bidder considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Bidder for such purposes.

(e) Bidder has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of

ESG Engineering, Inc. 00410 - 3 said Underground Facilities. No additional examinations, investigations, explorations, tests, reports or similar information or data in respect of said Underground Facilities are or will be required by Bidder in order to perform and furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.3 of the General Conditions.

(f) Bidder has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents.

Bidder has given Engineer written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder.

(g) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with an agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

(h) Bidder agrees to commence work under this Agreement on or before a date to be specified in a written "Notice to Proceed" of the Owner.

(i) Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time.

4. Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

BID FORM BEGINS ON PAGE 4

ESG Engineering, Inc. 00410 - 4

A) BASE BID: Beck Road Lift Station and Force Main Improvements

The Contractor is directed to Section 01025 “Measurement and Payment” for the methods and limits for payment to the Contractor for the pay items listed below:

BID FORM

Item No. Qty Unit Description Unit Price Total Price

1 1 LS Lift Station Improvements Complete

2 2500 LF 12” DIP San. Sewer Force Main - Open Cut Cross Country

3 11 EA 12" RJ DIP 45-Degree Bend 4 2 EA 12" RJ DIP 22.5-Degree Bend

5 3 EA

3” Combination Air Release Valve (includes precast manhole, frame, and cover)

6 1 EA Connection to Existing Force Main – Line Stop, 10"x10" Wye, 10"x12" Reducer

7 1 LS Clearing & Grubbing 8 1 LS Erosion & Sediment Control 9 1 LS Supplemental Work Allowance (SWA) $ 35,000.00 $ 35,000.00

Construction Total

Bidder agrees to furnish all labor, materials, and equipment necessary to construct the Beck Road Lift Station and Force Main Improvements for the City of Commerce for the sum of:

Dollars

6. Bidder agrees that the Work will be substantially complete and ready for final payment in accordance with paragraph 14.13 of the General Conditions within 180 calendar days after the date when the Contract Times commence to run.

7. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement.

8. The following documents are attached to and made a condition of this Bid:

a. Required Bid Security in the form of 5% of the Bid Total Price.

9. The undersigned further agrees that in case of failure on his part to execute the said contract and the Bond within fifteen (15) consecutive calendar days after written notice being given

ESG Engineering, Inc. 00410 - 5 of the award of the contract, the check or bid bond accompanying this bid, and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure, otherwise, the check or bid bond accompanying this proposal shall be returned to the undersigned.

10. Communications concerning this Bid shall be addressed to:

ESG Engineering, Inc.

6400 Peake Rd Macon, GA 31210 Attn: Margaret Hildebrand mhildebrand@esgengineering.com

11. Terms used in this Bid which are defined in the General Conditions or Instructions to Bidders will have the meanings indicated in the General Conditions of Instructions.

SUBMITTED on ___________________________________________, 20___.

BIDDER: ___________________________________________________

BY: ___________________________________

TITLE: ___________________________________

STATE CONTRACTOR

LICENSE NO. ___________________________________

ADDRESS: ___________________________________

PHONE: ___________________________________

Seal: (if bid by a Corporation)

END OF SECTION

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DATE:

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CONTENT:

SHEET NO:

BID SET

N S

N.T.S.

C0.0

COVER SHEET

TITLESHEET NO.

COVER SHEET

GENERAL NOTES & PROJECT LOCATION MAPS

LIFT STATION IMPROVEMENTS PLAN

FORCE MAIN PLAN & PROFILE (STA. 0+00 - 15+00)

FORCE MAIN PLAN & PROFILE (STA. 15+00 - 25+00)

CONSTRUCTION DETAILS

ELECTRICAL LEGEND, NOTES & DETAILS

ELECTRICAL SITE PLAN

BARROW

OCONEE

VICINITY MAP

WALKER

DADE

CATOOSA

HIT

FIE

MURRAY

GILMER

CHATTOOGA GORDON

FLOYD BARTOW

POLK

PAULDING

HARALSON

CARROLL

DOUGLAS

COBB

FULTON

FANNIN

UNION

TOWNS

RABUN

PICKENS

DAWSON

LUMPKIN

WHITE

H A

STEPHENS

CHEROKEE FORSYTH

HALL

JACKSON

GWINNETT

ELBERT

DE KALB

WALTON

R O

C K

D A

OGLETHORPE

WILKES

LINCOLN

CLARKE

NEWTON

MORGAN

GREENE

TALIAFERRO

WARREN

M cD

FFIE

COLUMBIA

JASPER HANCOCK

GLASCOCK

JEFFERSON

RICHMOND

BURKE

HEARD

COWETA

FAYETTE

CLAYTON

HENRY

TROUP

MERIWETHER PIKE LAMAR

MONROE

SPALDING BUTTS

HARRIS

TALBOT

MUSCOGEE

CHATTAHOOCHEE

MARION

TAYLOR

CRAWFORD

BIBB

JONES

BALDWIN

TWIGGS

WILKINSON

MACON

HOUSTON

BLECKLEY

STEWART

WEBSTER

SUMTER

SCHLEY

QUITMAN

RANDOLPH

TERRELL LEE

CLAY

CALHOUN DOUGHERTY

DOOLY

CRISP

WORTH

TURNER

BEN HILL

WILCOX

PULASKI

DODGE

EARLY

MILLER

SEM

OLE

DECATUR

BAKER

MITCHELL

GRADY THOMAS BROOKS

LOWNDES

ECHOLS

CLINCH

LANIER

CHARLTON

WARE

COLQUITT COOK

BERRIEN

ATKINSON

TIFT

COFFEE

JEFF DAVIS

BACON

PIERCE

BRANTLEY

CAMDEN

TELFAIR

APPLING

WAYNE

GLYNN

McINTOSH

LIBERTY

LONG

CHATHAM

BRYAN

TOOMBS

TATTNALL

EVANS

BULLOCH EFFINGHAMCANDLER

WHEELER

EMANUEL

TREUTLEN

M O

N T

G O

M E

R Y

SCREVEN

JENKINS

JOHNSON

WASHINGTON

IRWIN

PROJECT

LOCATION

PEACH

LAURENS

PUTNAM

INDEX TO DRAWINGS

BECK ROAD LIFT STATION &

FORCE MAIN IMPROVEMENTS

FOR THE

CITY OF COMMERCE

FEBRUARY 2022

CITY COUNCIL

C0.0

C0.1

C1.0

C2.0

C2.1

C3.0

E1.1

E2.1

UPSON

FRANKLIN

MADISON

HART

J. CLARK HILL III

KEITH BURCHETT

ARCHIE CHANEY

DARREN OWENSBY

MARK FITZPATRICK

BOBBY REDMON

JOHNNY EUBANKS

MAYOR

MAYOR PRO-TEM

WARD 1 COUNCILMAN

WARD 2 COUNCILMAN

WARD 3 COUNCILMAN

WARD 4 COUNCILMAN

WARD 5 COUNCILMAN

BANKS

JACKSON COUNTY, GEORGIA

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DATE:

SCALE:

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SHEET NO:

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505 10

SCALE: 1" = 5'

AS NOTED

LIFT STATION

IMPROVEMENTS PLAN

EX. CHAIN LINK FENCE

EX.

GENERATOR

EX. CONTROL

PANEL

EX. POWER

POLE

EX. WETWELL

EX. VALVE VAULT

EX. 10" FORCEMAIN

EX. 30' UTILITY EASEMENT

EX. 30' ACCESS EASEMENT

SSMH-0

EX. RIM: 701.46

INV IN: 689.54

INV IN: 695.24

INV IN: 691.44

INV IN: 689.26

INV OUT: 689.16

EX. LIGHT POLE

EX. 10" FORCEMAIN

(ABANDONED)

SEE SHEETS C2.0 &

C2.1 FOR FORCE

MAIN PLAN & PROFILE

REMOVE TWO EX. PUMPS AND BASE

ELBOWS FROM LIFT STATION.

PROVIDE AND INSTALL TWO NEW

160 HP SUBMERSIBLE PUMPS (SEE

TECH SPEC SECTION 11310) WITH

NEW BASE ELBOWS.

PLAN VIEW

SCALE:1/2" = 1'-0"

LIFT STATION CONSTRUCTION NOTES:

1. ALL DUCTILE IRON PIPE, VALVES, & FITTINGS SHALL BE LINED WITH 401 PROTECTO LINING OR TNEMEC 431 LINING.

2. PROVIDE "STANDON S89" PIPE SUPPORTS AS NECESSARY TO SUPPORT ABOVE-GROUND PIPING, FITTINGS, AND

VALVES. SEE DETAIL SHEET.

3. REQUIREMENTS FOR EXTERIOR PAINTING OF ABOVE-GROUND DUCTILE IRON STEEL PIPES, FITTINGS, AND

VALVES:

PROP. SYSTEM TYPE: EPOXY/EPOXY/URETHANE.

PROP. SURFACE PREPARATION: SSPC-SP 6.

PROP. PRIMER: SERIES N68-1255 BEIGE POXIPRIME II. DFT 3.0 TO 5.0 MILS.

PROP. INTERMEDIATE COAT: SERIES 66 HI-BUILD EPOXOLINE. DFT 2.0 TO 3.0 MILS.

PROP. FINISH COAT: SERIES 1075 ENDURA-SHIELD II. DFT 2.0 TO 5.0 MILS.

PROP. TOTAL DFT: 7.0 TO 13.0 MILS.

PROP. FINISH COLOR: [AS SELECTED BY ENGINEER] FROM MANUFACTURER'S STANDARD COLORS.

12" DIP SPOOL

PIECE (TYP. OF 2)

12" FL. PLUG

VALVE (TYP. OF 2)

12" FL. CHECK VALVE (SURGEBUSTER

OR APPROVED EQUAL) (TYP. OF 2)

5'x10' CONCRETE

SLAB

SEE SITE PLAN ON THIS SHEET

SECTION A

SCALE:1/2" = 1'-0"

12" DIP SPOOL PIECE (TYP. OF 2)

12" FL. DI TEE

12" RJ DI 45° BEND

12" FL. DI 45° BEND

12" DIP SPOOL PIECE

WITH RODDING (SEE

DETAIL)

12" DIP SPOOL PIECE

12" FL. DI 45° BEND

3" S.S. WASTEWATER

COMBINATION AIR VALVE

(TYP. OF 2)

12" FL. DI TEE W/ BLIND FLANGE

TAPPED FOR 3" PIPING (TYP. OF 2)

12" FL. DI

22.5o BEND

12" FL. DI

22.5o BEND

6"x12" FL. DI

ECCENTRIC

REDUCER

12" DIP DISCHARGE PIPING

WITH VERTICAL S.S. PIPE

SUPPORT STRAPS AT 3' O.C.

DOWEL IN #5 REBAR,

6" DEPTH, 12" O.C.

12" OF #57 STONE

BENEATH CONCRETE

SLAB (EXTEND 12"

ALL SIDES)

3" S.S. PIPING ROUTED TO

WETWELL AND AWAY FROM

VERTICAL PIPING

12" DIP SPOOL PIECE. 1/4" S.S. TAPPING

SADDLE W/ QUARTER TURN BRASS BALL

VALVE & 1/4" PRESSURE GAUGE (TYP. OF 2)

3" S.S. QUARTER TURN BALL

VALVE WITH TWO THREADED

CONNECTIONS (TYP. OF 2)

REBAR: #4 @

12" O.C. EW

CONSTRUCTION SEQUENCING NOTES:

1. CONSTRUCT NEW 12" FORCE MAIN. CONNECTION OF NEW FORCE MAIN TO EX. FORCE

MAIN TO BE PERFORMED AT NIGHT DURING OFF-PEAK HOURS:

2. INSTALL LINESTOP, TEMPORARILY TURN OFF EX. PUMPS, CUT-IN WYE ON EX. FORCE

MAIN, AND INSTALL NEW PLUG VALVES ON BOTH THE NEW 12" FORCE MAIN AND EX. 10"

FORCE MAIN.

3. RESUME PUMPING OPERATIONS AT EX. LIFT STATION.

4. CONSTRUCT NEW ABOVE-GROUND IMPROVEMENTS AT EX. LIFT STATION.

5. SETUP/STAGE TEMPORARY BYPASS PUMP AND PIPING. PLUG INFLUENT GRAVITY PIPE

AND STOP STANDARD PUMPING OPERATIONS. PUMP REMAINING WATER FROM WETWELL

INTO SSMH-0. BEGIN BYPASS PUMPING FROM SSMH-0 INTO NEW FORCE MAIN VIA BYPASS

DISCHARGE QUICK-CONNECT.

6. PERFORM DEMOLITION WORK, INSTALL NEW PUMPS, AND CONNECT TO NEW,

ABOVE-GROUND PIPING.

7. TEST NEW PUMPS.

8. UNPLUG EX. INFLUENT GRAVITY AND END BYPASS PUMPING.

9. BEGIN STANDARD PUMPING OPERATIONS.

EX.

WETWELL

EX. 10' WETWELL

REMOVE EX. BRACKETS AND EX. DUAL

GUIDERAILS. PROVIDE NEW STAINLESS

STEEL BRACKETS AND NEW STAINLESS

STEEL DUAL GUIDERAILS (TYP. OF 2)

DEMOLISH EX. 8" DISCHARGE

PIPING (TYP. OF 2)

EX. CONC. VALVE VAULT

EX. HATCH

EX. VENT

PIPE

EX. HATCH

EX. CONC. SLAB

EX. 8" PLUG VALVE

& CHECK VALVE

SITE PLAN

SCALE:1" = 5'

PROP. 10" DIP BYPASS

DISHCARGE PIPING

(SEE DETAIL SHEET C3.0)

12" FL. DI 90° BEND

INV.: ±685.51

INV.: ±704.99

EL:704.80

EL:704.70

RAISE RIM OF EX. 5' DIAM.

MANHOLE TO 705.00

REMOVE 25 LF OF 3-STRAND

BARBED WIRE FENCE AND

INSTALL NEW FENCE TO

MATCH EX. TYPE

12" PLUG VALVE

WITH BLIND FLANGE

12" PLUG VALVE

CONTRACTOR SHALL CLEAR

8" DIA. FALLEN TREE AND

LIGHT UNDERBRUSH

EX. CONCRETE PAD

ABOVE-GROUND

PIPING/VALVE

IMPROVEMENTS,

SEE THIS SHEET

LINE STOP

ABANDON EX. VALVE

VAULT - FILL WITH GROUT

INV.: ±698.00

12"x12" WYE

EX. 18" GRAVITY SEW

EREX. 15"

GRAVITY

SEWER

(INACTIVE)EX

. 1

8" G

EX. 24" GRAVITY SEWER

. 2

4" G

SEE ELECTRICAL SHEETS

FOR LOCATION OF

ELECTRICAL/CONTROLS

IMPROVEMENTS

BRING IN IMPORT FILL AND COMPACT

FOR NEW ELECTRICAL EQUIPMENT PAD

8'x12' CONCRETE PAD FOR ELECTRICAL

CONTROLS. MAINTAIN MIN. 1' SEPARATION

FROM EX. LIGHT POLE PEDESTAL.

12" FL. PLUG

VALVE (TYP. OF 2)

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MAGNETIC

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SHEET NO:

BID SET

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C3.0

CONSTRUCTION

DETAILS

MAIN LINE TRACER WIRE

NOTES:

1. PRECAST CONCENTRIC CONE RISERS MAY BE

USED WHERE REQUIRED FOR DEPTH.

2. THE MANHOLE FRAME AND COVER MUST BE

CENTERED OVER THE VALVE.

3. POLYPROPYLENE MANHOLE STEPS SHALL BE

PROVIDED AT 12" O.C. FOR MANHOLES

GREATER THAN 5 FEET DEEP.

PLAN

TAPPING SADDLE WITH 3"

THREADED TAP (NPT-F)

MANHOLE FRAME & COVER. RIM TO BE

2' ABOVE GRADE IN PERVIOUS AREAS

3" COMBINATION AIR RELEASE

VALVE BY VAL-MATIC OR

APPROVED EQUAL - SEE SPEC.

SECTION 15200.

3" BALL VALVE (NPT-F), AND TWO

THREADED CONNECTIONS (NPT-M)

WATER-TIGHT SEAL

12" MIN.

#57 STONE

BEDDING

SECTION

POLYPROPYLENE

MANHOLE STEPS

PRECAST

REINFORCED

CONCRETE

4' MIN.

18"

12"

COMPACTED

SUBGRADE

FORCE MAIN TO BE

DUCTILE IRON

THROUGH MANHOLE

D = DEPTH

PIPES SMALLER THAN 16"

4" DIA. STD. STL. PIPES

PIPES LARGER THAN 16"

8" DIA. STD. STL. PIPE

MAX.

10'- 0"X

I.D.

BRANCH

R U

N I.

C D

D = DEPTH

NOTE: 200 PSI TEST PRESSURE

SOIL BEARING OF 2500 P.S.F.

3000 PSI CONCRETE

PIPE LESS THAN 4" IN DIAMETER

SHALL HAVE THE SAME REQUIREMENTS

AS 4" DIAMETER PIPE

COMBINATION AIR/VACUUM - AIR RELEASE VALVE

NTS

STANDARD MANHOLE FRAME AND COVER

N.T.S.

PROP. 10" RJ 90o BEND

WITH THRUST BLOCKING

PROP. 10"

90o BEND (FL.)

BYPASS DISCHARGE PIPE

NTS

PROP. 10" PLUG VALVE W/BOX

PROP. RJ 12"X10"

WYE WITH THRUST

BLOCKING

PROP. 10" RJ DIP SPOOL PIECE

PROP. 8" QUICK

CONNECT COUPLING

EX. GRADE

BEDDING & HAUNCHING DETAIL

NTS

4" MIN.

O.D.

O.D. + 18" MAX

SPRING LINE

#57 STONE

#57 STONE OR SELECT MATERIAL

(NATIVE SOIL EXCAVATED FROM THE

TRENCH, FREE OF ROCKS, FOREIGN

MATERIALS AND FROZEN EARTH)

COMPACTED TO ≥95% STANDARD

PROCTOR DENSITY.

BACKFILL COMPACTED

TO ≥90% STANDARD

PROCTOR

RODDING SCHEDULE DETAIL

NTS

PROP. 10 LF OF 10" RJ

DIP SPOOL PIECE

PROP. 8"x10" REDUCER (FL.)

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

D D

E N

D U

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BENDS

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BENDS

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TEES & DEAD ENDS

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1/4 BEND

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CONCRETE THRUST BLOCKING

AutoCAD SHX Text 1'-11 7/8"

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2 RIBS

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1/4" R FILLETS

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AutoCAD SHX Text NOTES: : 1. FRAME AND COVER SHALL BE TRAFFIC-RATED FOR H-20/HS-20 FRAME AND COVER SHALL BE TRAFFIC-RATED FOR H-20/HS-20 TRAFFIC LOADING WHERE CALLED FOR IN PLANS. 2. PICKHOLES SHALL BE NON-PENETRATING AND WATER TIGHT. PICKHOLES SHALL BE NON-PENETRATING AND WATER TIGHT. CORRUGATION AND TWO PICKHOLES IN COVER, NO PERFORATION. SEATING SURFACE OF FRAMES AND COVERS TO BE MACHINED TO FIT. FRAME AND COVER SHALL WEIGH 300 POUNDS MINIMUM.

AutoCAD SHX Text

NO. RODS REQ'D.

AutoCAD SHX Text 16"

AutoCAD SHX Text 12"

AutoCAD SHX Text 20"

AutoCAD SHX Text

PIPE DIA.

AutoCAD SHX Text

AutoCAD SHX Text 3/4"

AutoCAD SHX Text ROD o

AutoCAD SHX Text

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

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AutoCAD SHX Text 3/4"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 24"

AutoCAD SHX Text 30"

AutoCAD SHX Text

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text NOTES: : 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE. 3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. 6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. 8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE). 9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT SUITABLE FOR TRUCK TRAFFIC THAT FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT. 10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

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(IF NEEDED)

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FLOW

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FABRIC (WOVEN WIRE FENCE BACKING)

AutoCAD SHX Text

TRENCH

NOTES: : 1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN.

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3 / 8 / 2022

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CONTENT:

SHEET NO:

BID SET

N S

N O

O N

H McG

NO. 23199

PROFESSIONAL

J F

Y .

GEORGIA

REGISTERED

ENGINEER

INCOMING PRIMARY SERVICE BY JACKSON EMC, COORDINATE LOCATION AND TYPE OF TRANSFORMER TO BE PROVIDED WITH UTILITY. PROVIDE METERING, CONDUIT STUB OUTS, AND TRANSFORMER PAD, PER UTILITY STANDARDS.

STUB TWO (2) 4" CONDUITS FROM DISCONNECT IN DIRECTION OF UTILITY TRANSFORMER FOR SECONDARY CONDUCTORS BY UTILITY PROVIDER, EXTEND A MINIMUM OF 5', OR PER UTILITY REQUIREMENTS. CAP CONDUITS UNDER GROUND WHEN NOT IN USE.

PROVIDE NEW ELECTRICAL SERVICE RACK, WITH SLAB FOR MOUNTING. SLAB TO BE MINIMUM 12" THICK 3000 PSI CONCRETE WITH TWO LAYERS OF #4 REBAR AT 6" OC IN EACH DIRECTION, EXTEND SLAB 6" ABOVE GRADE ON HIGH SIDE AND 6" BELOW GRADE MINIMUM ON LOW SIDE. SUPPORT POSTS ARE TO BE MINIMUM 4 INCH GALVANIZED I-BEAM, CROSS RUNGS 4 INCH GALVANIZED

C-CHANNEL. ALL BOLTS AND MOUNTING HARDWARE STAINLESS STEEL .

DIMENSIONS OF SLAB TO BE MINIMUM 8 WIDE X 12' LONG, COORDINATE WITH MOUNTING REQUIREMENTS OF EQUIPMENT.

SEE DETAIL 2 / E-1.1 FOR SERVICE ENTRANCE GROUNDING REQUIREMENTS

TWO (2) SETS OF 4#350KCMIL, 1#1/0, 3" CONDUIT, FROM DISCONNECT TO PULL BOX AND PULL BOX TO DUPLEX CONTROLLER.

4#350KCMIL, 1#1/0, 3" CONDUIT TO EACH PUMP FROM DUPLEX CONTROLLER.

PROVIDE JUNCTION BOX AND LIQUID TIGHT FLEX FOR FINAL CONNECTIONS AS REQUIRED. COORDINATE LOCATION AND REQUIREMENTS WITH PUMP MANUFACTURER INSTALLATION REQUIREMENTS. REFER TO SITE PLAN FOR GENERAL LOCATION.

PROVIDE A MINIMUM OF 5 FEET OF SERVICE LOOP FOR EACH CONDUCTOR INSIDE PULL BOX FOR FUTURE MODIFICATIONS OR

ADDITIONS.

ALL EQUIPMENT LOCATED WITH BOTTOM OF ENCLOSURE OR CABINET AT LEAST 24" ABOVE SLAB

ALL SCADA WORK BY OTHERS. COORDINATE ALL EXISTING AND NEW MONITORING POINTS WITH OWNER AND CIVIL ENGINEER.

PROVIDE ALL RACEWAY, WIRING AND BOXES REQUIRED.

PROVIDE NEW SERVICE ENTRANCE SURGE PROTECTIVE DEVICE / TRANSIENT VOLTAGE SURGE SUPPRESSOR INTEGRAL TO SERVICE DISCONNECT. PROVIDE ALL INTERNAL MOUNTING HARDWARE, FUSING, CONNECTIONS AND SEPARATE DISCONNECT SWITCH.

KEYED NOTES:

3 3

4 4

12 5

8 8

E1.1

ELECTRICAL

LEGEND, NOTES

AND DETAILS

N.T.S.

10 10

AutoCAD SHX Text

MACON, GA 31201

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ELECTRICAL DESIGN

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CONSULTANTS, INC.

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175 NEW ST.,STE.1

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EDC# M22017

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NOT TO SCALE

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NEW ELECTRICAL SERVICE RACK ELEVATION

AutoCAD SHX Text E-1.1

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CADWELD TYPE GR.

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CONNECTOR

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GROUND ROD

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GROUND CABLE,

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CONCENTRIC

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STRAND COPPER TO

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NEUTRAL BAR IN MSGA.

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NOT TO SCALE

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CABLE CONNECTION TO GROUND ROD

AutoCAD SHX Text ƒIN.x10 FT.

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NEUTRAL FROM UTILITY

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WATER PIPE

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(3) 10' X 3/4" COPPER CLAD STEEL GROUND RODS. TRIPLEX SPACED 10 FT. ON CENTER

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PROVIDE BOLT-ON MECHANICAL LUG.

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NOT TO SCALE

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SERVICE GROUNDING DETAIL

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NEUTRAL

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GROUND BAR

AutoCAD SHX Text #1/0G

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AutoCAD SHX Text E-1.1

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TYPICAL CABLE CONNECTION TO GROUND ROD, 4/E-1.1.

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SERVICE ENTRANCE FUSED DISCONNECT

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CADWELD TYPE GR.

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CONNECTOR

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GROUND ROD

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GROUND CABLE,

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CONCENTRIC

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STRAND COPPER TO

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NEUTRAL BAR IN MSGA.

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AutoCAD SHX Text E-1.1

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NOT TO SCALE

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CABLE CONNECTION TO GROUND ROD

AutoCAD SHX Text ƒIN.x10 FT.

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CADWELD TYPE GR.

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CONNECTOR

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GROUND ROD

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GROUND CABLE,

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CONCENTRIC

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STRAND COPPER TO

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NEUTRAL BAR IN MSGA.

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NOT TO SCALE

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CABLE CONNECTION TO GROUND ROD

AutoCAD SHX Text ƒIN.x10 FT.

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CONNECT TO STRUCTURAL STEEL OF SUPPORT RACK #1/0G

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TO REBAR IN CONCRETE FOUNDATION OF ELECTRICAL SUPPRT AND PUMP STRUCTURE

AutoCAD SHX Text

SERVICE ENTRANCE FUSED DISCONNECT 480/277V 200KAIC MIN 600AMP FUSED NEMA 4X

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PULL BOX FOR FUTURE ATS MINIMUM 36"X48"X12" NEMA 4X

AutoCAD SHX Text

DUPLEX PUMP CONTROLLER WITH MAIN BREAKER

AutoCAD SHX Text METER BASE SUPPLIED BY POWER COMPANY. INSTALLED BY ELECTRICAL CONTRACTOR. CONTRACTOR TO PAY ALL COSTS. INSTALL PER JACKSON EMC STANDARDS AND REQUIREMENTS

AutoCAD SHX Text M

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PUMP 1

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PUMP 2

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LIFT STATION

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SERVICE RACK (AWAY FROM LIFT STATION)

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SERVICE RACK (FACING FROM LIFT STATION)

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NOT TO SCALE

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POWER RISER DIAGRAM

AutoCAD SHX Text E-1.1

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SERVICE ENTRANCE FUSED DISCONNECT 480/277V 600AMP FUSED NEMA 4X 200KAIC MIN

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PULL BOX FOR FUTURE ATS MINIMUM 36"X48"X12" NEMA 4X

AutoCAD SHX Text

DUPLEX PUMP CONTROLLER WITH MAIN BREKER

AutoCAD SHX Text UPSIZE OF EXISTING TRIPLEX OF POLE MOUNT TRANSFORMERS BY JACKSON EMC. 480/277 SECONDARY VOLTAGE, SIZED AND PROVIDED BY UTILITY. COORDINATE CONNECTION REQUIREMENTS WITH UTILITY. FIELD LOCATE EXISTING POLE AND COORDINATE REQUIREMENTS FOR MODIFICATION WITH OWNER OWNER AND UTILITY.

AutoCAD SHX Text

PROVIDE CONDUIT WITH WEATHERHEAD FOR METERING, PER UTILITY REQUIREMENTS.

AutoCAD SHX Text

PROVIDE CONDUIT WITH WEATHERHEAD FOR RISER PER UTILITY REQUIREMENTS.

AutoCAD SHX Text SEE SITE PLANS FOR LOCATION AND NUMBER OF EXISTING POLES, COORDINATE ANY CHANGES IN POLE LOCATIONS OR OVERHEAD POWER WITH JACKSON EMC.

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TVSS

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DATE:

SCALE:

CONTENT:

SHEET NO:

BID SET

N S

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H McG

NO. 23199

PROFESSIONAL

J F

Y .

GEORGIA

REGISTERED

ENGINEER

APPROXIMATE LOCATION OF EXISTING UTILITY POLE WITH TRIPLEX OF POLE

MOUNTED TRANSFORMERS / OVERHEAD ELECTRICAL SERVICE.

SEE DETAIL 2 / E-1.1 FOR POWER RISER DIAGRAM AND ADDITIONAL SERVICE

REQUIREMENTS, INCLUDING CONDUIT AND CABLE REQUIREMENTS.

SEE DETAIL 1 / E-1.1 FOR SERVICE RACK AND UTILITY PAD REQUIREMENTS.

SEE DETAIL 3 / E-1.1 FOR SERVICE GROUNDING REQUIREMENTS.

COORDINATE FINAL CONNECTION AND MOUNTING REQUIREMENTS FOR LIFT STATION

ELECTRICAL CONNECTIONS WITH MANUFACTURER SHOP DRAWINGS AND

INSTALLATION DETAILS. SEE 2 / E-1.1 FOR FEEDER REQUIREMENTS TO PUMPS.

COORDINATE UTILITY CONNECTION REQUIREMENTS AND LOCATIONS WITH UTILITY

PROVIDER. SEE 2 / E-1.1 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

KEYED NOTES:

E2.1

ELECTRICAL SITE

PLAN

1/8" = 1'-0"

1. EXISTING SERVICE, GENERATOR, AND LIFT STATION IS TO REMAIN IN SERVICE

UNTIL SWITCH OVER AND REPLACEMENT OF EQUIPMENT.

2. ENSURE NEW SERVICE EQUIPMENT IS IN PLACE AND READY FOR SWITCH OVER

TO MINIMIZE DOWN TIME.

3. COORDINATE WITH OWNER AND UTILITY WITH REGARD TO PHASING, AND

PROVISIONS REQUIRED FOR SWITCHOVER.

4. COORDINATE LOCATIONS AND MOUNTING OF ALL EQUIPMENT WITH CIVIL PLANS

AND DETAILS. FIELD VERIFY SIZE AND CONFIGURATIONS OF ALL EXISTING

EQUIPMENT, PRIOR TO ANY DEMOLITION OR NEW CONSTRUCTION.

5. COORDINATE FINAL CONNECTIONS TO EQUIPMENT WITH SHOP DRAWINGS AND

INSTALLATION DETAILS AND DIRECTIONS.

GENERAL NOTES:

EXISTING SERVICE RACK

SERVING EXISTING PUMPS

AND PUMP CONTROLLER

EXISTING GENERATOR

EXISTING POLE

EXISTING POLE WITH MAST

HEAD AND SERVICE DROP TO

EXISTING RACK AND PUMPS

EXISTING OVERHEAD

ELECTRICAL LATERAL

EXISTING FENCE (TYP)

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text

MACON, GA 31201

AutoCAD SHX Text

ELECTRICAL DESIGN

AutoCAD SHX Text

CONSULTANTS, INC.

AutoCAD SHX Text

175 NEW ST.,STE.1

AutoCAD SHX Text

EDC# M22017

AutoCAD SHX Text

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

AutoCAD SHX Text E-2.1

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

SITE PLAN - ELECTRICAL

ELECTRICAL SPECIFICATIONS INDEX

EDC# M22017

SECTION PAGES

26 0000 GENERAL 26 0000-1 thru 26 0000-8

26 0100 LIGHTING AND POWER PANELBOARDS 26 0100-1 thru 26 0100-2

26 0150 FUSES 26 0150-1 thru 26 0150-2

26 0200 RACEWAYS 26 0200-1 thru 26-0200-4

26 0300 CONDUCTORS 26 0300-1 thru 26 0300-2

26 0400 OUTLETS 26 0400-1 thru 26 0400-2

26 0500 WIRING DEVICES & DEVICE PLATES 26 0500-1 thru 26 0500-4

26 0700 DISCONNECT SWITCHES 26 0700-1 thru 26 0700-2

26 1000 PULL BOXES AND JUNCTION

BOXES AND FITTINGS 26 1000-1 thru 26 1000-2

26 1100 GROUNDING 26 1100-1 thru 26 1100-4

26 1200 EQUIPMENT IDENTIFICATION 26 1200-1 thru 26 1200-2

26 1600 TRANSIENT VOLTAGE SURGE SUPPRESSORS 26 1600-1 thru 26 1600-4

26 0000-1 GENERAL

SECTION 26 0000

GENERAL

1.01 CONTRACT DOCUMENTS:

A. All work of Section 26 0000 shall comply with the requirements of:

1. General Conditions

2. Supplementary General Conditions

3. General Requirements

4. Specifications

5. Drawings

6. Modifications incorporated in the documents before their execution.

1.02 WORK INCLUDED

A. This Division of the specifications (26 0000) covers the complete exterior electrical system for all work shown on the drawings as specified herein providing all material, labor and equipment required for the installation of the electrical systems complete and in operating condition.

B. Include in the electrical work all the necessary supervision and the issuing of all coordinating information to any other trades who are supplying work to accommodate the electrical installations.

C. Where “Architect” or “Architectural” is used in these specifications it shall mean

“Engineer”.

1.03 DRAWINGS

A. The drawings for electrical work utilize symbols and schematic diagrams which have no dimensional significance. The work shall therefore, be installed to fulfill the diagrammatic intent expressed on the electrical drawings.

B. Coordinate electrical work with the architectural details, floor plans, elevations, structural and mechanical drawings. Provide fittings, junction boxes and accessories to meet conditions.

C. Do not scale drawings. Dimensions for layout of equipment, or spaces shall be obtained from architectural, structural or mechanical drawings unless specifically indicated on the electrical drawings.

D. Discrepancies shown on different drawings, between drawings and specifications or between drawings and field conditions shall be promptly brought to the attention of the Architect.

E. Provide as used on the drawings and in the specifications shall mean, furnish, install, connect, adjust and test.

F. The drawings and specifications are complimentary and any work or material shown in one and omitted in the other, or described in the one and not shown in the other, or which may be implied by both or either, shall be furnished as though shown on both, in order to give a complete and first class installation.

26 0000-2 GENERAL

1.04 SHOP DRAWINGS/ SUBMITTALS

A. General: The contractor shall provide a digital submittal data for review.

1. Equipment Power Supply and Wiring Requirements: The contractor shall submit for review a tabulated sheet of equipment power supply and wiring requirements for all mechanical equipment requiring power as specified in other divisions of these specifications. Requirements shall be identified by horsepower or KW, operating amperage, required voltage and phase requirements, and manufacturer's suggested overcurrent circuit protection device size and minimum circuit ampacity size. Where the electrical requirements submitted for mechanical equipment differs from the branch circuitry shown on the electrical drawings, (when using the basis of design unit listed in the mechanical schedules/specifications or a similar unit of the same size from listed alternate manufacturers), the contractor shall make the necessary adjustments to the branch circuitry per the 2020 NEC at no additional cost to the owner. When changes are made to power requirements for equipment due to Owner/Architect/Engineer approved value engineering changes to equipment, this cost must be included in the value engineering overall change order cost. Costs due to adjustments in branch circuitry to equipment due to value engineering changes will not be allowed after the overall value engineering change order has been approved. In all cases, power and wiring requirements for mechanical equipment must be provided to the engineer before or at the same time as the shop drawings for the electrical distribution gear. In no case shall electrical distribution gear be ordered or branch circuitry roughed in prior to engineer review and comment on this document. Any equipment ordered or branch circuitry roughed in on the jobsite without this review and comment will be totally at the contractors risk. The

Tabulation sheet submitted shall be in the following format:

B. Review: The contractor shall review all submittal prior to submitting to ensure compliance with the contract documents. Comments made by the Architect do not relieve the contractor from complying with the contact documents (Drawings, Specifications, and Addenda). The purpose of the submittals is to demonstrate to the Architect that the contractor understands the design concept and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install. When Shop Drawings are reviewed, some errors may be detected but others may be overlooked. This does not grant the Contractor permission to proceed in error. Regardless of any information contained in the Shop Drawings, the requirements of the Drawings and Specifications shall be followed and are not waived or superseded in any way by the Shop Drawing review. Any deviations from the contract documents shall be clearly stated on the submittal data. If not clearly stated the submittal shall be marked "Revised and Resubmit". Failure of the contractor to provide submittals during the submittal process shall make the contractor totally responsible for any and all changes to achieve compliance with the contract documents. Items on the submittal stamp are described as follows:

1. No Exceptions: Submittal reviewed and appears to be in compliance with the contract documents. Furnish as submitted.

2. No Exceptions As Corrected: Submittal reviewed and appears to be in compliance with the contract documents except for items noted. Contractor shall insure noted corrections are incorporated into the equipment furnish to the project. No resubmittal required unless requested.

3. Revise and Resubmit: Submittal reviewed does not comply with the contract documents. Contractor shall resubmit equipment to the Architect with additional information indicating compliance with the contract documents.

4. Not Acceptable: Submittal for incorrect job or submittal damaged during shipment or delivery

26 0000-3 GENERAL

C. Submit information as required under SUBMITTALS, for each of the individual electrical sections of the specifications.

D. Items to be submitted:

1. Equipment Power Supply and Wiring Requirements

2. Panelboards/Switchboards and Transformers

3. Layout of equipment in electrical rack indicating NEC required clearances

4. Fuses

5. Conduit and Raceway

6. Conductors and Cable

7. Outlets and Boxes

8. Wiring Devices

9. Disconnect Switches

10. Grounding Equipment and Materials

11. Labeling Materials and Equipment

E. Data submitted shall contain all information required to indicate compliance with equipment specified. Submit field information drawings to explain fully all procedures involved in erecting, mounting and connecting all items of equipment which differ from that specified.

1.05 RECORD DRAWINGS:

A. One complete set of electrical drawings shall be reserved for as-built drawings. Any approved deviation from the contract drawings shall be recorded on these drawings.

Drawings shall be checked monthly for completeness.

B. Completed as-built drawings shall be presented to the Architect prior to final inspection.

1.06 MAINTENANCE AND OPERATING INSTRUCTIONS:

A. Provide at the time of final inspection three sets of maintenance and operating instruction for:

1. Panelboards/Switchboards

2. Fuses

3. Wiring Devices

4. Disconnect Switches

B. Furnish a qualified and accredited factory trained technician to train personnel designated by the Owner in the proper operation and maintenance of specialized equipment.

C. The issuing of operating instructions shall include the submission of the name, address, and telephone number of the manufacturer's representative and service company for each item of equipment so that service and spare parts can be readily obtained.

1.07 CODES AND PERMITS:

A. All electrical work shall meet or exceed the latest requirements of the following codes and/or other authorities exercising jurisdiction over the electrical construction work and the project.

1. The National Electrical Code (NFPA 70) - 2020 Edition

2. The National Electrical Safety Code (ANSI C-2)

3. The Life Safety Code (NFPA 101)

4. The International Building Code

26 0000-4 GENERAL

5. Regulations of the local utility company with respect to metering and service…

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File details come from the government source that posted it. Updated Jul 28, 2026.