W912P619B0022_478401_Pump_Station_Upgrades_Calumet_City_IL_RTA_PLANS_(21-Aug-19).pdf

PDF 14 MB Posted Aug 23, 2019

Attached to: "Calumet City Pump Station Upgrades, City of Calumet, IL, County of Cook (USACE - Chicago District Project)"
Solicitation number: W912P619B0022
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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File	Type	Posted
Amendment_0001_W912P619B0022,_Calumet_City_Pump_Station_Upgrades.pdf	PDF	Sep 17, 2019
IFB_W912P619B0022_Calumet_City_Yates_Pond_Pump_Station_Upgrades_Sol_and_Specs.pdf	PDF	Aug 23, 2019

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PROJECT LOCATION

LakeMcHenryBoone

Kane DeKalb

Will

Kendall

La Salle Grundy

Kankakee

CookDuPage

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US Army Corps of Engineers US Army Corps of Engineers Chicago District

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CITY of CALUMET CITY

PLANS FOR

COOK COUNTY, ILLINOIS

YATES POND

STORMWATER PUMP STATION IMPROVEMENTS

INDEX OF SHEETS

SOLICITATION NO.:

CERTIFIED FINAL DOCUMENTS:

AS-AWARDED CERTIFIED FINAL:

ISSUE DATE:

A JOINT

UTILITY

LOCATING

INFORMATION FOR

EXCAVATORS

Call: 811 OR 1-800-892-0123

48 hours before you dig

(EXCLUDING SAT., SUN. & HOL.)

Call Before You Dig

J LIE

ILLINOIS

ONE-CALL SYSTEM

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

1. G-1 COVER AND VICINITY MAP

C-1 EXISTING SITE PLAN AND REMOVALS

MP-2 EXISTING STORMWATER PUMP STATION SECTIONS AND REMOVALS

MP-3 PROPOSED STORMWATER PUMP STATION PLAN AND SECTIONS

MP-1 EXISTING STORMWATER PUMP STATION PLAN AND REMOVALS

C-2 PROPOSED SITE PLAN4.

C-3 CONSTRUCTION DETAILS

MP-4 PROPOSED STORMWATER PUMP STATION DETAILS10.

MP-9 PROPOSED STORMWATER PUMP STATION - TRAFFIC ENCLOSURE DETAILS

13.

MP-10 PROPOSED STORMWATER PUMP STATION - GENERATOR DETAILS

14.

S-2 GENERAL STRUCTURAL NOTES

15.

19.

S-1 STRUCTUAL CONCRETE FLAT TOP PLAN AND SECTION

20.

E-1 EXISTING ELECTRICAL SITE PLAN AND REMOVALS

21.

E-2 PROPOSED ELECTRICAL SITE PLAN

22.

E-3 ELECTRICAL DETAILS AND DIAGRAMS

E-4 ELECTRICAL DETAILS AND NOTES

C-4 CONSTRUCTION DETAILS

MP-7 PROPOSED STORMWATER PUMP STATION DETAILS - ACCESS HATCH

11.

MP-8 PROPOSED STORMWATER PUMP STATION DETAILS - ACCESS HATCH

12.

MP-5 PROPOSED STORMWATER PUMP STATION DETAILS - PUMP

18.

MP-6 PROPOSED STORMWATER PUMP STATION DETAILS - VALVES

17.

2. G-2 OVERALL SITE MAP

16.

W912P619B0022

RTA W912P619B0022

W912P6##C####

21 AUGUST 2019

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CALUMET

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RIVER

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DOWNS ST

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ASTOR ST

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PATRICIA PL

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HARBOR AVE

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OGLESBY AVE

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CONRAIL

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I.H.B. RAILROAD

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INDIANA HARBOR

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OHIO CHICAGO

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TERMINAL RAILROAD

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JENNIFER LN

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JENNIFER LN

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JENNIFER LN

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DETENTION POND

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PAXTON AVE

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LUELLA AVE

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AVENUE

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PIERSON

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STREET

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COMMERCIAL

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YATES

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INDIANA

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BALTIMORE

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BENSLEY

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STREET

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CALHOUN

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HOXIE

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RAILROAD

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DRIVE

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RAILROAD

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RAILROAD

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HARBOR

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TERMINAL

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BELT

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CENTRAL

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CHICAGO

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OHIO

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MICHIGAN

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HOXIE AVE.

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142ND

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BURNHAM

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CALUMET CITY

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PUBLIC WORKS

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LITTLE

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ENGINEER

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PROFESSIONAL

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LICENSED

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LICENSE EXPIRES: 11/30/19

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PREPARED BY OR UNDER THE DIRECT SUPERVISION OF:

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ELECTRICAL ENGINEER

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PREPARED BY OR UNDER THE DIRECT SUPERVISION OF:

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LICENSE EXPIRES: 11/30/19

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SHEET OF

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LOCATION

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PROJECT

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BALTIMORE & OHIO CHICAGO TERMINAL RAILROAD

INDIANA HARBOR BELT RAILROAD

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STORM

AutoCAD SHX Text EXISTING PUMPING STATION WET WELL: REMOVAL AND REPLACEMENT OF PUMPS, CONCRETE FLAT TOP, ACCESS HATCHES, FENCING AND ELECTRICAL POWER AND PUMP CONTROLS

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REMOVAL OF EXISTING GENERATOR, CONCRETE PAD AND FENCING

AutoCAD SHX Text INSTALLATION OF BY-PASS PUMPING VAULT W/ 14x14x8" TEE AND 8" BLIND FLANGE

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DESIGNATED CONSTRUCTION STORAGE AREA

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RE-INSTALLED ELECTRICAL CONTROL CABINET AND NEW CONTROLS ENCLOSURE

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NEW GENERATOR ON CONCRETE PAD

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EXISTING 24" D.I. FORCE MAIN LOCATION

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EXISTING CHAIN LINK FENCE (TYP.)

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POTENTIAL TEMPORARY BY-PASS PUMPING DISCHARGE LOCATION SEE NOTE 1

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PARCEL LINE

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SECTION LINE

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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PARCEL LINE

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PARCEL LINE

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PARCEL LINE

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EXISTING EASEMENT

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EXISTING EASEMENT

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16" RCP INLET PIPE

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POTENTIAL TEMPORARY BY-PASS PUMPING DISCHARGE LOCATION SEE NOTE 1

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AutoCAD SHX Text NOTE: 1. POTENTIAL BYPASS PUMPING DISCHARGE LOCATION POTENTIAL BYPASS PUMPING DISCHARGE LOCATION FINAL COORDINATION AND CAPACITY ANALYSIS TO BE PERFORMED BY CONTRACTOR WITH CITY'S APPROVAL. 2. CONTRACTOR TO PERFORM WORK AND COMPLY CONTRACTOR TO PERFORM WORK AND COMPLY WITH ALL ENVIRONMENTAL REQUIREMENTS PROVIDED IN 25 IAC 1100 AND SECTION 01 57 20.01 03 ENVIRONMENTAL PROTECTION FOR ILLINOIS. PROVIDE ALL SUBMITTALS AS PROVIDED IN SECTION 01 57 20.01 03 ENVIRONMENTAL PROTECTION FOR ILLINOIS.

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SHEET OF

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LEGEND

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ANCHOR

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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24X24 HATCH (TYP 3)

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PUMP (TYP 3)

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CONTROL CABINET

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48X24 HATCH

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ELEC BOX

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ELEC BOX

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ELEC METER

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ELEC BOX

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CHAIN LINK FENCE

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GENERATOR

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CHAIN LINK FENCE GATES

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- CONC WET WELL FLAT TOP -

AutoCAD SHX Text FENCE POST ANCHORED TO TOP OF CONCRETE WITH BASE PLATES AND CONCRETE ANCHOR BOLTS (TYP.)

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CHAIN LINK FENCE GATES

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DETENTION POND

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STORM WATER PUMPING STATION

AutoCAD SHX Text REMOVE CONCRETE FLAT TOP OF WET WELL DOWN TO TOP OF WALLS - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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PARCEL LINE

AutoCAD SHX Text EAST LINE OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 1-36-14 AS MONUMENTED AND OCCUPIED

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- PIN 29-01-400-013-0000 -

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- PIN 29-01-400-020-0000 -

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- PIN 29-01-400-020-0000 -

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BASE BID - SHADED ITEMS TO BE DEMOLISHED AND DISPOSED OF

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FENCE POST TYPICAL REMOVAL

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TREE

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POWER POLE

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CHAIN LINK FENCE

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CONTOUR MINOR

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RIGHT OF WAY

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CONTOUR MAJOR

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XXX

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EASEMENT BOUNDARY

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TOP OF BANK

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CHAIN LINK FENCE REMOVAL

AutoCAD SHX Text FENCE POST ANCHORED TO TOP OF CONCRETE PAD WITH BASE PLATES AND CONCRETE ANCHOR BOLTS (TYP.)

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24" D.I. FORCE MAIN

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(3) 14" D.I. PUMP EFFLUENT PIPES INTO 24" CROSS14" D.I. PUMP EFFLUENT PIPES INTO 24" CROSS

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16" RCP INFLUENT PIPE

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SOIL BORING LOCATION (TO 20 FEET BELOW GRADE)

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UNDERGROUND CONDUIT ELECTRICAL SERVICE TO LIFT STATION

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OVERHEAD ELECTRICAL

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CHAIN LINK FENCE

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SILT FENCE

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SILT FENCE - BASE BID ITEMS #001AA AND #0001AB

AutoCAD SHX Text STORAGE AREA LIMITS = 0.0206 Ac.

AutoCAD SHX Text 24" x 14" REDUCER (TYP. OF 3)

AutoCAD SHX Text NOTE: CONTAMINATED SOIL AND MATERIALS WILL BE STOCKPILED ON PLASTIC VISQUEEN AND COMPLETELY COVERED BY PLASTIC VISQUEEN

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REMOVE - BASE BID ITEM #0001AD

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REMOVE AND RE-CONNECT BASE BID ITEMS #0001AD AND #0001AH

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REMOVE - BID OPTION #1 ITEM #0002AB

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REMOVE - BID OPTION #1 ITEM #0002AB

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REMOVE - BID OPTION #1 ITEM #0002AB

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REMOVE - BID OPTION #1 ITEM #0002AB

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REMOVE AND RE-CONNECT BASE BID ITEMS #0001AD AND #0001AH

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TO BE REPLACED - BASE BID ITEMS #0001AD AND #0001AH

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REMOVE AND RE-CONNECT BASE BID ITEMS #0001AD AND #0001AH

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- EXISTING ROADWAY -

AutoCAD SHX Text 20' WIDE EASEMENT FOR CONSTRUCTION, MAINTENANCE AND OPERATION FOR A RAILROAD SPUR TRACK AND UTILITY LINES TO ASHLAND OIL & REFINING COMPANY PER DOC. NO. 20236109

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- EXISTING BIT DR -

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- EXISTING BIT PAVE -

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CHAIN LINK FENCE GATE

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- EXISTING BIT PAVE -

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OPTION #1 BID ITEM #0002AB - DEMOLITION OF GENERATOR

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HMA REMOVAL

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EXCAVATION

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CONC PAD

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REMOVE - BID OPTION #1 ITEM #0002AB

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text BASE BID: * WORK AREA = 0.0259 Ac. * STORAGE AREA = 0.0206 Ac. STORAGE AREA = 0.0206 Ac. AREA TOTAL = 0.0465 Ac.

AutoCAD SHX Text PROPOSED BY-PASS PUMPING VAULT TO BE INSTALLED ON THIS PIPE, SEE SHEET C-2 FOR DETAILS

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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BASE BID WORK AREA LIMITS

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BID OPTION #1 WORK AREA LIMITS

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STORAGE AREA LIMITS

AutoCAD SHX Text BASE BID WITH OPTION #1 AREA: * BASE BID WORK AREA = 0.0259 Ac. * BID OPTION #1 WORK AREAS = 0.0104 Ac. * STORAGE AREA = 0.0206 Ac. STORAGE AREA = 0.0206 Ac. COMBINED AREA TOTAL = 0.0569 Ac.

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PARCEL LINE

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AutoCAD SHX Text PROPOSED CONCRETE PAD T.O.C. ELEV=585.07 (SEE SHEET C-3 FOR DETAILS) SEE NOTE 5 FOR BACKFILL AROUND STRUCTURE

AutoCAD SHX Text PROPOSED TRAFFIC ENCLOSURE (CONTROLS) (SEE SHEET MP-9 FOR DETAILS) BASE BID ITEM #0001AH

AutoCAD SHX Text PROPOSED ACCESS HATCHES: (3) FOR VALVE ACCESS AND (3) FOR PUMP ACCESS - BASE BID ITEM #0001AJ

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SEDIMENT DISPOSAL SEE NOTE 3 (INCIDENTAL)

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SITE RESTORATION - BASE BID ITEM #0001AK

AutoCAD SHX Text REINSTALL AND RECONNECT EXISTING ELECTRICAL BOX: BASE BID - ITEM #0001AD AND OPTION #1 - BID ITEM #0002AE

AutoCAD SHX Text REINSTALL AND RECONNECT EXISTING ELECTRICAL METER: BASE BID - ITEMS #0001AD AND #0001AH

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INSTALL NEW ELECTRICAL DISCONNECT BOX: BASE BID - ITEMS #0001AD AND #0001AH

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SEE PROPOSED LIFT STATION PLAN, SECTIONS AND DETAILS SHEETS MP-3 AND MP-4

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RE-INSTALL ELECTRICAL CONTROL CABINET - BASE BID ITEM #0001AH

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ELECTRICAL CONDUIT BELOW GRADE (SEE SHEET E-2 FOR DETAILS)

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ANCHOR

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EXISTING CHAIN LINK FENCE

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EXISTING CHAIN LINK FENCE

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CHAIN LINK GATE

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RETENTION POND

AutoCAD SHX Text 20' WIDE EASEMENT FOR CONSTRUCTION, MAINTENANCE AND OPERATION FOR A RAILROAD SPUR TRACK AND UTILITY LINES TO ASHLAND OIL & REFINING COMPANY PER DOC. NO. 20236109

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- PIN 29-01-400-013-0000 -

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- PIN 29-01-400-020-0000 -

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- PIN 29-01-400-020-0000 -

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EXISTING TREE

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EXISTING POWER POLE

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EXISTING CHAIN LINK FENCE

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EXISTING CONTOUR MINOR

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EXISTING RIGHT OF WAY

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EXISTING CONTOUR MAJOR

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XXX

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EXISTING EASEMENT BOUNDARY

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EXISTING TOP OF BANK

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OVERHEAD ELECTRICAL

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UNDERGROUND CONDUIT ELECTRICAL SERVICE TO LIFT STATION

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EXISTING 24" D.I. FORCE MAIN

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EXISTING 14" D.I. PUMP EFFLUENT PIPING INTO 24" CROSS

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16" RCP INFLUENT PIPE

AutoCAD SHX Text SITE RESTORATION, 4" TOPSOIL AND MULCH, SEEDING TYPE 1-B LAWN MIXTURE (EXCAVATION AND FILL AS NEEDED)

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SILT FENCE

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STORM

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- EXISTING BIT PAVE -

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- EXISTING BIT DR -

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- EXISTING BIT PAVE -

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PROPOSED SPOT ELEVATION

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XXX

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PROPOSED CONTOUR MINOR

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PROPOSED CONTOUR MAJOR

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T.O.C. EL=585.07

AutoCAD SHX Text STORAGE AREA = 0.0206 Ac.

AutoCAD SHX Text NOTE: CONTAMINATED SOIL AND MATERIALS WILL BE STOCKPILED ON PLASTIC VISQUEEN AND COMPLETE COVERED BY PLASTIC VISQUEEN

AutoCAD SHX Text 24" x 14" REDUCER (TYP. OF 3)

AutoCAD SHX Text RELOCATION OF ELECTRICAL SERVICE LINE OUTSIDE OF THE PAVED DRIVEWAY TO BE PART OF SEPARATE CONTRACT

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- EXISTING ROADWAY -

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BASE BID

AutoCAD SHX Text HMA SURFACE COURSE, MIX "D", N50, 1.5" HMA BINDER COURSE, IL-19.0, 2.25" AGGREGATE BASE COURSE, TYPE B, 10"

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BID ITEM #0002AA - REPLACEMENT OF EXISTING GENERATOR AND

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EXISTING GENERATOR, GENERATOR CONC. PAD & CHAIN LINK FENCE AROUND GENERATOR

AutoCAD SHX Text BID OPTION #1: REMOVE CONCRETE PAD AND GENERATOR - BID ITEM #0002AB, GENERATOR REMOVAL AREA SITE RESTORATION - BID ITEM#0002AG (SEE NOTE 5 FOR BACKFILL AROUND STRUCTURE)

AutoCAD SHX Text 2.0%

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BASE BID - GENERATOR AND CONCRETE PAD TO REMAIN

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AutoCAD SHX Text OPTION #1 - 18.5' x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - CONCRETE PAD - CONCRETE PAD - BID ITEM #0002AF

AutoCAD SHX Text BASE BID - 3.0' x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - CONCRETE PAD - CONCRETE PAD - BID ITEM #0001AN

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EXISTING CONC PAD

AutoCAD SHX Text BID OPTION #1, BID ITEM #0002AA REPLACE EXISTING GENERATOR AND CONCRETE PAD WITH NEW GENERATOR AND CONCRETE PAD (SEE SHEET MP-10 FOR DETAILS)

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SILT FENCE - BASE BID ITEMS #0001AA AND #0001AB

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BID OPTION #1

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GENERATOR

AutoCAD SHX Text PROPOSED SPOT ELEVATION (M.E.)= MATCH EXISTING MATCH EXISTING ATCH EXISTING EXISTING XISTING

AutoCAD SHX Text NOTES: 1. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO NOT DAMAGE ANY UNDERGROUND STRUCTURES OR PIPES WHEN INSTALLING THE NEW SUBMERSIBLE PUMPS. 2. CONTRACTOR SHALL FIELD VERIFY REQUIRED EQUIPMENT SIZES, CONTRACTOR SHALL FIELD VERIFY REQUIRED EQUIPMENT SIZES, LOCATIONS AND OPENING SIZES PRIOR TO ORDERING EQUIPMENT OR MATERIALS FOR ALL PROJECT COMPONENTS. ALL PROJECT COMPONENTS. PROJECT COMPONENTS. 3. THE WET WELL MAY CONTAIN APPROXIMATELY 100 CUBIC YARDS THE WET WELL MAY CONTAIN APPROXIMATELY 100 CUBIC YARDS OR LESS OF SEDIMENT. THE CONTRACTOR SHALL NOTE IF ANY CONTAMINATION IS EVIDENT BASED ON SHEEN, ODORS OR PHYSICAL CHARACTERISTICS. IF NONE IS PRESENT, THEN THE CONTRACTOR SHALL DISCUSS WITH THE OWNER AND THE ENGINEER IF DISPOSING INTO THE DETENTION POND IS AN OPTION BASED ON ALL STATE AND FEDERAL LAWS. 4. THE BASE BID AND OPTION #1 FOR PAVEMENT INCLUDES HOT-MIX THE BASE BID AND OPTION #1 FOR PAVEMENT INCLUDES HOT-MIX ASPHALT (HMA) PAVEMENT REMOVAL, EXCAVATION, HMA SURFACE HMA SURFACE COURSE, MIX "D", N50, 1.5", HMA BINDER COURSE, IL-19.0, N50, 2.25" AND AGGREGATE BASE COURSE, TYPE B, 10". . 5. CONTRACTOR IS ALLOWED TO REUSE EXCAVATED SOILS AS BACKFILL IF CONTRACTOR IS ALLOWED TO REUSE EXCAVATED SOILS AS BACKFILL IF THE SOIL DOES NOT HAVE ANY SIGNS OF CONTAMINATION. THE CONTRACTOR SHALL NOTE IF ANY CONTAMINATION IS EVIDENT BASED ON SHEEN, ODORS OR PHYSICAL CHARACTERISTICS. IF NONE IS PRESENT, THEN THE CONTRACTOR SHALL DISCUSS WITH THE OWNER AND THE CONTRACTING OFFICE REPRESENTATIVE (COR) IF REUSING AS BACKFILL MATERIAL FOR THE EXCAVATION IS AN OPTION BASED ON ALL STATE AND FEDERAL LAWS.

AutoCAD SHX Text PROPOSED BY-PASS PUMPING VAULT SEE SHEET C-3 FOR DETAILS (BASE BID ITEM #0001AG) SEE SHEET G-2 FOR POTENTIAL BY-PASS PUMPING DISCHARGE LOCATIONS (SEE NOTE 5 FOR BACKFILL AROUND STRUCTURE)

AutoCAD SHX Text PROPOSED CONCRETE FLAT TOP T.O.C. ELEV=587.07 (SEE SHEET S-1 FOR DETAILS) - BASE BID ITEM #0001AJ

AutoCAD SHX Text HMA SURFACE COURSE, MIX "D", N50, 1.5" HMA BINDER COURSE, IL-19.0, 2.25" AGGREGATE BASE COURSE, TYPE B, 10"

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

NOTES

GENERAL NOTES - CONCRETE/FOUNDATION

CONCRETE PAD

(GENERATOR AND TRAFFIC BOX)

PLAN VIEW A-A

BY-PASS PUMPING VAULT

( CUT-IN TEE )

N N

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4 5

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AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

1. CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE EQUIPMENT PANEL AND GENERATOR/CONCRETE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE EQUIPMENT PANEL AND GENERATOR/CONCRETE EQUIPMENT PANEL AND GENERATOR/CONCRETE SLAB WITH THE OWNER PRIOR TO INSTALLATION. 2. GENERATOR SHALL BE ORIENTED SUCH THAT THE EXHAUST DISCHARGES TO THE NORTH. GENERATOR SHALL BE ORIENTED SUCH THAT THE EXHAUST DISCHARGES TO THE NORTH. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL CONDUITS AND WIRES THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL CONDUITS AND WIRES REQUIRED IN CONJUNCTION WITH NEC AND LOCAL CODES. 4. THE REINFORCED SLAB FOR THE GENERATOR SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE IN THE REINFORCED SLAB FOR THE GENERATOR SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH SECTION 03 30 00 OF THE STANDARD SPECIFICATIONS. THE SLAB SHALL BE TWELVE INCHES (12”) THICK AND SHALL INCLUDE TWO LAYERS OF 6X6 (W2.9 / W2.9) WELDED WIRE FABRIC ) THICK AND SHALL INCLUDE TWO LAYERS OF 6X6 (W2.9 / W2.9) WELDED WIRE FABRIC REINFORCEMENT. THE CONCRETE SLAB SHALL BE CONSTRUCTED UPON A MINIMUM OF SIX INCHES (6”) OF ) OF COMPACTED CA-6 GRANULAR FILL ON A PREPARED SUBGRADE. THE SUBBASE AND COMPACTED FILL SHALL NOT BE FROZEN OR SATURATED WITH WATER DURING CONCRETE PLACEMENT. PROTECTION OF THE CONCRETE SLAB FROM LOW AIR TEMPERATURES SHALL BE IN ACCORDANCE WITH SECTION 1020.13(D) OF THE IDOT STANDARD SPECIFICATIONS. THE CONCRETE SLAB SHALL EXTEND A MINIMUM OF TWELVE INCHES (12”) BEYOND ) BEYOND ALL SIDES OF THE GENERATOR. THE TOP OF SLAB SHALL BE A MINIMUM OF SIX INCHES (6”) ABOVE EXISTING ) ABOVE EXISTING GRADE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUMP STATION OPERATIONAL AT ALL TIMES THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUMP STATION OPERATIONAL AT ALL TIMES DURING EMERGENCY GENERATOR INSTALLATION. IF THE CONTRACTOR ANTICIPATES THAT THE EXISTING PUMP STATION POWER SYSTEMS WILL BE OUT OF OPERATION, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A STANDBY POWER SUPPLY. 6. CONTRACTOR SHALL VERIFY ELECTRICAL SERVICE CONFIGURATION WITH UTILITY COMPANY PRIOR TO ORDERING CONTRACTOR SHALL VERIFY ELECTRICAL SERVICE CONFIGURATION WITH UTILITY COMPANY PRIOR TO ORDERING GENERATOR/ATS. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING GENERATOR/ATS IS COMPATIBLE WITH EXISTING ELECTRICAL SERVICE CONFIGURATION. 7. CONDUIT SHALL BE BURIED MINIMUM OF 36" BELOW GRADE. ALL BENDS SHALL BE RIGID STEEL CONDUIT WITH CONDUIT SHALL BE BURIED MINIMUM OF 36" BELOW GRADE. ALL BENDS SHALL BE RIGID STEEL CONDUIT WITH NO LESS THAN 36" BENDING RADIUS. WARNING TAPE STATING "CAUTION BURIED ELECTRICAL LINES" SHALL RUN CONTINUOUSLY THROUGHOUT CONDUIT TRENCHES 16" BELOW GRADE.

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED GENERATOR

AutoCAD SHX Text

1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE PUBLICATIONS: ACI 301, ACI 306, ACI 315, ACI 318, ACI 347, AND ACI 304. 2. UNLESS OTHERWISE SHOWN OR NOTED, ALL CONCRETE WORK UNLESS OTHERWISE SHOWN OR NOTED, ALL CONCRETE WORK SHALL CONTAIN MINIMUM REINFORCEMENT AS REQUIRED BY ACI 318. 3. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL, CONFORMING TO ASTM A615 GRADE 60. ALL BAR DETAILING AND ACCESSORIES TO BE FURNISHED SHALL CONFORM TO TYPICAL DETAILS IN THE LATEST ACI STANDARD 315 DETAILING MANUAL, EXCEPT AS OTHERWISE SHOWN, NOTED OR SPECIFIED. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATIONS WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATIONS A185 AND A82 PLAIN BARS. 5. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, LAPS, SPACING AND PLACEMENT, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.

AutoCAD SHX Text

ELECTRICAL CONDUITS (SEE ELECTRICAL PLANS FOR SIZES AND LOCATIONS)

AutoCAD SHX Text

12" PORTLAND CEMENT CONCRETE

AutoCAD SHX Text

6X6 (W2.9/W2.9) WELDED WIRE FABRIC REINFORCEMENT

AutoCAD SHX Text

6" CA-6 GRANULAR BASE

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

MANHOLE FRAME AND SPECIAL LETTERED MANHOLE COVER

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PRECAST CONC. ADJUSTING RINGS (8" MAX.)

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EXTERNAL MANHOLE CHIMNEY SEAL (WRAPID SEAL OR INFI-SHIELD OR APPROVED EQUAL)

AutoCAD SHX Text

TOP OF PRECAST CONC. FLAT TOP SLAB

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MANHOLE STEPS

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PRECAST CONCRETE MANHOLE SECTIONS PER ASTM C-478

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8" BLIND FLANGE

AutoCAD SHX Text

MJ TEE 14"X14"X8"

AutoCAD SHX Text

TAP TEE WITH 2" 125# GATE VALVE

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WATERTIGHT JOINTS

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WATERTIGHT SEAL (TYP.)

AutoCAD SHX Text

EXISTING 14" D.I. FORCE MAIN

AutoCAD SHX Text

8" CONC. SUPPORT BLOCK

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PRECAST CONCRETE BASE

AutoCAD SHX Text

WATERTIGHT SEAL (TYP.)

AutoCAD SHX Text

8" BLIND FLANGE BASE BID ITEM #0001AG

AutoCAD SHX Text

MEGA-LUG RESTRAINTS (TYP.)

AutoCAD SHX Text

14" D.I. SLEEVE W/ MEGA-LUG RESTRAINTS (TYP.)

AutoCAD SHX Text

14" D.I. PIPE (TYP.)

AutoCAD SHX Text

EXISTING 14" D.I. FORCE MAIN

AutoCAD SHX Text

BASE BID ITEM #0001AG

AutoCAD SHX Text

BID OPTION #1, BID ITEM #0002AA

AutoCAD SHX Text

BASE BID ITEM #0001AN AND OPTION #1 - BID ITEM #0002AF

AutoCAD SHX Text OPTION #1 - 18.5' x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - CONCRETE PAD - CONCRETE PAD - BID ITEM #0002AF

AutoCAD SHX Text BASE BID - 3.0' x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - x 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - 13.17' CONCRETE PAD - CONCRETE PAD - CONCRETE PAD - BID ITEM #0001AN

AutoCAD SHX Text

BASE BID ITEM #0001AN AND OPTION #1 - BID ITEM #0002AF

AutoCAD SHX Text

SHEET OF

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SECTION A-A

AA AA

SECTION A-A

STRAIGHT WALL STRUCTURE CIRCULAR WALL STRUCTURE

MANHOLE STEPS DETAIL

NOTES:

SPECIAL LETTERED MANHOLE COVER

N N

D W

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C R

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4 5

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SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

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AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 12 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text R

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text Variable

AutoCAD SHX Text Tread

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 12 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text R

AutoCAD SHX Text 5"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3"

AutoCAD SHX Text min.

AutoCAD SHX Text embedment

AutoCAD SHX Text Inside face

AutoCAD SHX Text of structure

AutoCAD SHX Text Inside face

AutoCAD SHX Text of structure

AutoCAD SHX Text Variable

AutoCAD SHX Text 3"

AutoCAD SHX Text min.

AutoCAD SHX Text embedment

AutoCAD SHX Text Tread

AutoCAD SHX Text

1) STEPS TO BE CONSTRUCTED OF COPOLYMER POLYPROPYLENE, STEPS TO BE CONSTRUCTED OF COPOLYMER POLYPROPYLENE, INJECTION MOLDED AROUND STEEL STEP.

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text

STORM

AutoCAD SHX Text

1 1/2" LETTERS (RECESSED FLUSH)

AutoCAD SHX Text

(2) CLOSED PICKHOLES

AutoCAD SHX Text

EJ1W 1020A HDSI

AutoCAD SHX Text

CLOSED PICKHOLE DETAIL

AutoCAD SHX Text

GROOVE DETAIL

AutoCAD SHX Text

HEAVY DUTY MAT'L ASTM A48 CL35 MACHINED BEARING SURFACE COVER WT: 125 LBS

AutoCAD SHX Text MANHOLE COVER WITH GROOVED GASKET SEAL & CLOSED PICKHOLES TO REDUCE SURFACE WATER INFLOW.

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text

BASE BID ITEM #0001AG

AutoCAD SHX Text

BASE BID ITEM #0001AG

AutoCAD SHX Text

BASE BID ITEMS #0001AA AND #0001AA

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SHEET OF

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MP-2

ROOF PLAN

MP-2

PIPING PLAN

MP-1

SECTIOND

MP-1

SECTIONC

LEGEND

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T D

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AutoCAD SHX Text

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

AutoCAD SHX Text

STEEL BEAM W6X15

AutoCAD SHX Text

STEEL BEAM W6X15

AutoCAD SHX Text 48"x24" HATCH

AutoCAD SHX Text 24"x24" HATCH

AutoCAD SHX Text 4'-3 1/2" x 2'-3 1/2" OPENING

AutoCAD SHX Text STEEL PLATE PUMP BASE (COVER) (30" x 22" OPENING)

AutoCAD SHX Text

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

AutoCAD SHX Text

ELEC CONTROL CABINET

AutoCAD SHX Text

RIGHT GATE

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LEFT GATE

AutoCAD SHX Text

CHAIN LINK SECURITY FENCE

AutoCAD SHX Text

MANHOLE STEPS

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

24" D.I. PIPE DISCHARGE

AutoCAD SHX Text

24" X 24" CROSS

AutoCAD SHX Text

24" X 14" CONCENTRIC REDUCER

AutoCAD SHX Text

PUMP SUCTION TUBE (TYP. 3)

AutoCAD SHX Text

14" CHECK VALVE (TYP. 3)

AutoCAD SHX Text

14" GATE VALVE (TYP. 3)

AutoCAD SHX Text

14" 90° BEND

AutoCAD SHX Text

24" X 14" CONCENTRIC REDUCER

AutoCAD SHX Text

14" D.I. PIPE

AutoCAD SHX Text

14" D.I. PIPE

AutoCAD SHX Text

14" D.I. PIPE

AutoCAD SHX Text

24" X 14" CONCENTRIC REDUCER

AutoCAD SHX Text

14" 90° BEND

AutoCAD SHX Text

14" DRESSER COUPLING (TYP. 3)

AutoCAD SHX Text

16" CONC. PIPE INLET

AutoCAD SHX Text

CASCADE PUMP BASE (TYP. 2)

AutoCAD SHX Text

SUBMERSIBLE PUMP

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

MANHOLE STEPS

AutoCAD SHX Text

48" X 24" HATCH

AutoCAD SHX Text

EXISTING ELEC CONTROL CABINETT

AutoCAD SHX Text CHAIN LINK FENCE POST ANCHORED TO TOP OF CONCRETE WITH BASE PLATES AND CONCRETE ANCHOR BOLTS (TYPICAL)

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

EXISTING ELEC CONTROL CABINETT

AutoCAD SHX Text A.T.S.

AutoCAD SHX Text

MOTOR STARTERS

AutoCAD SHX Text

CHAIN LINK SECURITY FENCE

AutoCAD SHX Text

SHADED ITEMS TO BE DEMOLISHED AND DISPOSED OF

AutoCAD SHX Text

FENCE POST BOLTING REMOVAL

AutoCAD SHX Text

CHAIN LINK FENCE REMOVAL

AutoCAD SHX Text 2'-3 1/2" x 2'-3 1/2" OPENING (TYP.)

AutoCAD SHX Text

CONCRETE FLAT TOP

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE AND RE-INSTALL BASE BID ITEMS #0001AD AND #0001AH

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC (TYP. OF 3)

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AD

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE AND RE-INSTALL BASE BID ITEMS #0001AD AND #0001AH

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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SHEET OF

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SECTIONA SECTIONB

N N

D W

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4 5

D D

D B

T D

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C O

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SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

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AutoCAD SHX Text

EXISTING 16" CONC PIPE INLET ELEV=564.00 (FIELD VERIFY)

AutoCAD SHX Text

SUCTION ELEV=561.41

AutoCAD SHX Text

FLOOR ELEV=560.25 (FIELD VERIFY)

AutoCAD SHX Text

LOW WATER LEVEL EL=564.00

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

AutoCAD SHX Text

ELEV=577.31

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ELEV=585.07

AutoCAD SHX Text

ELEC CONTROL CABINET

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FLOW

AutoCAD SHX Text

24" D.I. PIPE DISCHARGE

AutoCAD SHX Text

24" X 24" CROSS

AutoCAD SHX Text

24" X 14" CONCENTRIC REDUCER

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14" D.I. PIPE

AutoCAD SHX Text

14" DRESSER COUPLING

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14" GATE VALVE

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14" CHECK VALVE

AutoCAD SHX Text

24" X 24" HATCH

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CASCADE PROPELLER PUMP

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3/4" THREADED ROD W/ 2" WIDE X 3/8" THICK SADDLE STRAP PIPE SUPPORT

AutoCAD SHX Text

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

AutoCAD SHX Text ADJUST EXISTING DRESSER COUPLING TO MATCH NEW PUMP PIPING - BASE BID ITEM #0001AC

AutoCAD SHX Text NOTES: 1. SHADED ITEMS TO BE DEMOLISHED AND DISPOSED OF. SHADED ITEMS TO BE DEMOLISHED AND DISPOSED OF. 2. SEE DEMOLITION SECTION OF PROJECT SPECIFICATIONS FOR DEMOLITION REQUIREMENTS. SEE DEMOLITION SECTION OF PROJECT SPECIFICATIONS FOR DEMOLITION REQUIREMENTS. 3. PLANS DO NOT DEPICT ALL EQUIPMENT/PIPING. PLANS DO NOT DEPICT ALL EQUIPMENT/PIPING. 4. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE CARE TO NOT HAVE DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE CARE TO NOT HAVE ANY CONSTRUCTION DEBRIS ENTER THE WET WELL. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL REMOVE THE SEDIMENT AND DISPOSE IN ACCORDANCE WITH THE CONTRACTOR SHALL REMOVE THE SEDIMENT AND DISPOSE IN ACCORDANCE WITH SECTION 01 57 20.01 03 ENVIRONMENTAL PROTECTION. 7. VOIDS LEFT IN CONCRETE FROM REMOVALS SHALL BE FILLED WITH NON-SHRINK GROUT. VOIDS LEFT IN CONCRETE FROM REMOVALS SHALL BE FILLED WITH NON-SHRINK GROUT. 8. THE WET WELL MAY CONTAIN APPROXIMATELY 100 CUBIC YARDS OR LESS OF SEDIMENT. THE WET WELL MAY CONTAIN APPROXIMATELY 100 CUBIC YARDS OR LESS OF SEDIMENT. THE CONTRACTOR SHALL NOTE IF ANY CONTAMINATION IS EVIDENT BASED ON SHEEN, ODORS OR PHYSICAL CHARACTERISTICS. IF NONE IS PRESENT, THEN THE CONTRACTOR SHALL DISCUSS WITH THE OWNER AND THE ENGINEER IF DISPOSING INTO THE DETENTION POND IS AN OPTION BASED ON ALL STATE AND FEDERAL LAWS.

AutoCAD SHX Text

STEEL BEAMS (TYP. 2) W6X15

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BEAM POCKET

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CASCADE PROPELLER PUMP

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SUBMERSIBLE PUMP

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CASCADE PROPELLER PUMP

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SHADED ITEMS TO BE DEMOLISHED AND DISPOSED OF

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MANHOLE STEPS

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STEEL BEAM W6X15

AutoCAD SHX Text

STEEL BEAM W6X15

AutoCAD SHX Text

SEDIMENT DISPOSAL SEE NOTES 6 AND 8

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

CONCRETE WET WELL FLAT TOP

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE AND RE-INSTALL BASE BID ITEMS #0001AD AND #0001AH

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

AutoCAD SHX Text

REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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REMOVE - BASE BID ITEM #0001AC

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SHEET OF

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PROPOSED FLAT TOP PLAN

SECTIONA

MP-3

SECTIONB

N N

D W

N B

C R

O N

2 3

4 5

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

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EXISTING 16" CONC PIPE INLET ELEV=564.00 (FIELD VERIFY)

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

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

AutoCAD SHX Text PROPOSED 12" SUBMERSIBLE PUMP AND PIPING (TYP. OF 3) SEE SHEET MP-4 FOR DETAILS BASE BID ITEMS #0001AL AND #0001AF

AutoCAD SHX Text

FLOW

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EXISTING 14" DRESSER COUPLING

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PROPOSED 14" GATE VALVE SEE SHEET MP-4 FOR DETAILS BASE BID ITEM #0001AF

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PROPOSED 14" SWING CHECK VALVE SEE SHEET MP-4 FOR DETAILS BASE BID ITEM #0001AF

AutoCAD SHX Text PROPOSED SUBMERSIBLE LEVEL SWITCHES (TYP. 5) SEE SHEET MP-4 FOR DETAILS BASE BID ITEM #0001AL

AutoCAD SHX Text

PROPOSED 14" D.I.P. RISER PIPE SEE SHEET MP-4 FOR DETAILS BASE BID ITEM #0001AL

AutoCAD SHX Text PROPOSED SUBMERSIBLE LEVEL TRANSDUCER SEE SHEET MP-4 FOR DETAILS BASE BID ITEM #0001AL

AutoCAD SHX Text

EXISTING STEEL BEAM W6X15

AutoCAD SHX Text PROPOSED 54"X40" PUMP ACCESS HATCH AND SAFETY GRATE (TYP. 3) SEE SHEET MP-8 FOR DETAILS

AutoCAD SHX Text PROPOSED 36"X36" ACCESS HATCH AND SAFETY GRATE FOR GATE VALVE, FLOATS AND CHAIN FOR MANUAL CHECK VALVE FLAPPER ACTUATION ACCESS (TYP. 3) SEE SHEET MP-7 FOR DETAILS

AutoCAD SHX Text

EXISTING 14" D.I. PIPING

AutoCAD SHX Text

PROPOSED 14" 90° BEND, SEESHEET MP-4 FOR DETAILS BASE BID ITEM #0001AF

AutoCAD SHX Text NOTES: 1. CONTRACTOR OR EQUIPMENT SUPPLIER TO APPLY COATINGS TO EXISTING WET WELL CONTRACTOR OR EQUIPMENT SUPPLIER TO APPLY COATINGS TO EXISTING WET WELL COMPONENTS, PIPES AND FITTINGS AND SUPPLIED NEW WET WELL COMPONENTS. REFER TO SHEET MP-4, PROPOSED LIFT STATION DETAILS SHEET, FOR ITEM CHART WITH DESCRIPTION AND PROVIDER RESPONSIBILITY LIST. SEE SPECIFICATIONS FOR COATING DETAILS. 2. ALL PIPING TO BE SUPPORTED ADEQUATELY UTILIZING FLOOR-, WALL-, OR ALL PIPING TO BE SUPPORTED ADEQUATELY UTILIZING FLOOR-, WALL-, OR CEILING-MOUNTED PIPE SUPPORTS, AS REQUIRED. 3. TRANSDUCER TO BE INSTALLED IN 8" SCH 80 PVC PIPE FOR PROTECTION. PIPE TO BE TRANSDUCER TO BE INSTALLED IN 8" SCH 80 PVC PIPE FOR PROTECTION. PIPE TO BE TO BE INSTALLED IN 8" SCH 80 PVC PIPE FOR PROTECTION. PIPE TO BE ATTACHED TO WET WELL WALL WITH STAINLESS STEEL ANCHORS FOR SUPPORT. PIPE TO EXTEND FROM 6" ABOVE WET WELL FLOOR TO ELEVATION OF CONDUIT WALL PENETRATIONS. PIPE TO BE PERFORATED WITH " DIA. HOLES EVERY 90 SPACED 3" O.C.PIPE TO BE PERFORATED WITH " DIA. HOLES EVERY 90 SPACED 3" O.C.12" DIA. HOLES EVERY 90° SPACED 3" O.C.

AutoCAD SHX Text PROPOSED APS 300 36"X36" ALUM HATCH (36"X36" FRAME OPENING) (30"X32" CLEAR OPENING) HATCH & SAFETY GRATE FOR GATE VALVE, FLOATS AND CHAIN FOR MANUAL CHECK VALVE FLAPPER ACTUATION ACCESS (TYP. 3) SEE SHEET MP-7 FOR DETAILS

AutoCAD SHX Text PROPOSED APS 300 54"X40" ALUM HATCH (54"X40" FRAME OPENING) (49"X34" CLEAR OPENING) HATCH & SAFETY GRATE FOR PUMP ACCESS (TYP. 3) SEE SHEET MP-8 FOR DETAILS

AutoCAD SHX Text

(SEE SHEET S-1 FOR DETAILS) - BASE BID ITEM #0001AJ

AutoCAD SHX Text

ELEV=585.07

AutoCAD SHX Text

PROTECTIVE PIPE FOR SUBMERSIBLE LEVEL TRANSDUCER, SEE NOTE 3

AutoCAD SHX Text

PIPE SUPPORT (TYP.), SEE NOTE 2

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

SOME ITEMS NOT SHOWN FOR CLARITY.

ALL CONCRETE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS, PIPING

LAYOUT, AND ORIENTATION OF INLET, DISCHARGE AND CONDUITS.

ALL PIPING & VALVES ARE TO BE PROVIDED BY CONTRACTOR, UNLESS

NOTED OTHERWISE.

CONDUITS ARE AS FOLLOWS: (1) 2" FOR LEVEL CONTROLS, (1) 2"

CONDUIT FOR EACH PUMP AUX CORD, (1) 2" FOR EACH PUMP POWER

CORD AND (1) 1" FOR LEVEL TRANSDUCER.

CONTRACTOR TO ORDER CONTROL AND POWER CORDS OF

SUFFICIENT LENGTH TO REACH CONTROL PANEL FROM POINT OF

ORIGIN ON PUMPS WITHOUT SPLICING.

EQUIPMENT SUPPLIER TO PROVIDE ONLY THE ITEMS SHOWN IN BOLD.

NOTE:

BASE BID ITEM # 0001AF

PROPOSED 12" SUBMERSIBLE PUMP

AND PIPING (TYP. OF 3).

SEE SHEET MP-4 FOR DETAILS.

BASE BID ITEMS:

#0001AE, #0001AF AND #0001AL

PROPOSED 12" SUBMERSIBLE PUMP

AND PIPING (TYP. OF 3).

SEE SHEET MP-4 FOR DETAILS.

BASE BID ITEMS: #0001AE, #0001AF AND #0001AL

FLOAT: OFF LEVEL (55-INCHES)

FLOAT: ONE PUMP ON (61-INCHES)

FLOAT: TWO PUMPS ON (67-INCHES)

FLOAT: THREE PUMPS ON (73-INCHES)

FLOAT: ALARM LEVEL (79-INCHES)

(1)

(1) THE ELEVATIONS LISTED ASSUME THE PUMP IS PLACED DIRECTLY ON TOP OF THE WET WELL.

IF THE PUMP IS PLACED ON A BASE, THEN THE SET-POINT ELEVATIONS ARE THE ELEVATIONS

LISTED HERE PLUS THE PUMP BASE HEIGHT.

FOOTNOTES:

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NOTE:

CONTROL PANEL

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DIMENSIONAL LAYOUT

DESCRIPTION: 80-125 kW Genset Housing

ENGINE: MERCEDES, OM924

24-HOUR DIESEL FUEL TANK

RUBBER MOUNT

VIBRATION ISOLATORS (TYP.)

RUBBER MOUNT

VIBRATION ISOLATORS (TYP.)

RUBBER MOUNT

VIBRATION ISOLATORS (TYP.)RUBBER MOUNT

VIBRATION ISOLATORS (TYP.)

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LEFT VIEW

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PROPOSED PLANA

B S-1

SECTIONB

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AutoCAD SHX Text

SCALE: 3/4" = 1'-0"

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SCALE: 3/4" = 1'-0"

AutoCAD SHX Text

EXISTING CONCRETE WALLS

AutoCAD SHX Text

EXISTING CONCRETE WALLS

AutoCAD SHX Text

OPENING LOCATIONS TO MATCH PIPING

AutoCAD SHX Text

OPENING LOCATIONS TO MATCH PIPING

AutoCAD SHX Text

EXISTING PIPE LOCATIONS (FIELD VERIFY)

AutoCAD SHX Text

EXISTING PIPE…

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