FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills...

21
H S ! j 1 I 1 Morris Ave ■J] Trinity Lutheran I School (Lorntord) | Ï i- ! Tnnity Lutheran Church I | I Ave palrtield ]33[ RopseveLUBd i3?r Roosevelt Rd I L q>' Si ACCESS ROUTE High Point Centre PROJECT LOCATION i is - Kufrin Way *°<ïiâ Ct Morris Ave to I J I I L ACCESS ROUTE S 14th St York Center School N Edward St Grace Baptist Church of Lo mbà rd STRUCTURAL ENGINEER "LICENSE EXPIRES 11-30-2020ELECTRICAL ENGINEER "LICENSE EXPIRES 11-30-2019" Krolls Community Park 14th PI tr> E 15th St Grammercy Park BAXTER & WOODMAN, INC. STATE OF ILLINOIS - PROFESSIONAL DESIGN FIRM LICENSE NO. - 184-001121 - EXPIRES 4/30/2021 PROJECT NO.: 180191.40 12-5-19 DATE: s&ÏÏSs #>y #<£*037873 f ; LICENSED \ 1 I : PROFESSIONAL : = ENGINEER /cot 9/?ô/f ? PROJECT MANAGER "LICENSE EXPIRES 11-30-2019E FdW.ard E Central Ave Southland Park --------- forz HIGHLAND HILLS LIFT STATION ADDRESS: 1S041 CHASE AVENUE LOMBARD, IL VICINITY MAP BAXTERrNJWOODMAN www.baxterwoodman.com EXISTING UTILITIES: WHERE THE DRAWINGS INCLUDE INFORMATION PERTAINING TO THE LOCATION OF UNDERGROUND UTILITY FACILITIES, SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO THE LOCATION OF SUCH UTILITIES. THE INFORMATION IS INCLUDED ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. THE UTILITY LOCATIONS WERE DETERMINED FROM THE BEST AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATEVER WITH RESPECT TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE DRAWINGS REGARDING THE LOCATION OF UNDERGROUND UTILITY FACILITIES OR THE MANNER IN WHICH THEY ARE TO BE REMOVED OR ADJUSTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES. THE CONTRACTOR SHALL OBTAIN FROM THE RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION REGARDING THE LOCATION OF THE UTILITY FACILITIES AND THE WORKING SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR ADJUSTING THE FACILITIES. J (VUE " IEILM@n§> SYSÏÏURfl Call Before You Dig Simply Call 811 COPYRIGHT © 2019, BY BAXTER & WOODMAN, INC. ALL RIGHTS RESERVED. NO PART OF THESE DRAWINGS MAY BE REPRODUCED, OR OTHERWISE REVISED WITHOUT WRITTEN PERMISSION OF BAXTER & WOODMAN, INC. .530 FLAGG CREEK WATER RECLAMAT ON D STR CT HIGHLAND HILLS L FT STAT ON IMPROVEMENTS CONTRACT 2019-02 FOR BIDDING HERBERT STADE, PRESIDENT BARBARA McGOLDRICK, VICE PRESIDENT THOMAS J. WALSH, CLERK JAMES LIUBICICH, PE, EXECUTIVE DIRECTOR CHRIS KOKAT, REGULATORY AFFAIRS & CONTRACT MANAGER Ql > 10 10 o o CQ o 00 Ql Ql LO o 00 < 00 cl oo jz o LU < CO < Ql LO CO o X 00 CO o Ou X 00 10 _• X Ql CO o 0,1 LU < CO < CO u IQ o ^ o S Ahrens Ave ; If i * <v is % S Edgewood Ave sj 1 ? Luther Ave JIO aiep»rJ°M I Pine Ln 3rd SJ ill S o Luther Ave co I r p M s J S A a itl S IS |ôot|ôS £ I m 111 Ü Church St y a S Falrlield 1 I &l I I V) ^///iiitinw^ % & v?\ > %% /s- fo r r t s IS b 1' SIS or m ,llll//// ........ H fX . <n \^- ^ :. = mimw" IWJlsT :>s l*.l ’T’ s is | /' I 3 ^ ? ° ! .-ô?# .. tfSt % o to ................... * * ÔAV UCW&IS s Hamme S Lombard Ave i i i i i Stewart Ave s. ! f "r ~ 31 ï I I S Highland Ave . Highland Ave S Highland Ave i i I I i S Grace St I FLAGG CREEK WATER RECLAMATION DISTRICT HIGHLAND HILLS LIFT STATION IMPROVEMENTS CONTRACT 2019-02 FOR BIDDING HERBERT STADE, PRESIDENT BARBARA McGOLDRICK, VICE PRESIDENT THOMAS J. WALSH, CLERK JAMES LIUBICICH, PE, EXECUTIVE DIRECTOR CHRIS KOKAT, REGULATORY AFFAIRS & CONTRACT MANAGER

Transcript of FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills...

Page 1: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

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BAXTER & WOODMAN, INC.STATE OF ILLINOIS - PROFESSIONAL DESIGN FIRM LICENSE NO. - 184-001121 - EXPIRES 4/30/2021

PROJECT NO.: 180191.40 12-5-19DATE:

s&ÏÏSs#>y

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E Central Ave

SouthlandPark

---------forz

HIGHLAND HILLS LIFT STATION ADDRESS:

1S041 CHASE AVENUE LOMBARD, IL

VICINITY MAP

BAXTERrNJWOODMANwww.baxterwoodman.com

EXISTING UTILITIES:

WHERE THE DRAWINGS INCLUDE INFORMATION PERTAINING TO THE LOCATION OF UNDERGROUND

UTILITY FACILITIES, SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO

THE LOCATION OF SUCH UTILITIES. THE INFORMATION IS INCLUDED ONLY FOR THE CONVENIENCE

OF THE CONTRACTOR. THE UTILITY LOCATIONS WERE DETERMINED FROM THE BEST AVAILABLE

RECORDS. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATEVER WITH RESPECT TO

THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE DRAWINGS REGARDING

THE LOCATION OF UNDERGROUND UTILITY FACILITIES OR THE MANNER IN WHICH THEY ARE TO BE

REMOVED OR ADJUSTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

ACTUAL LOCATION OF ALL SUCH FACILITIES. THE CONTRACTOR SHALL OBTAIN FROM THE

RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION REGARDING THE LOCATION OF THE

UTILITY FACILITIES AND THE WORKING SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR

ADJUSTING THE FACILITIES.

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Call Before You Dig

Simply Call 811COPYRIGHT © 2019, BY BAXTER & WOODMAN, INC.ALL RIGHTS RESERVED. NO PART OF THESE DRAWINGS MAY BE REPRODUCED, OR OTHERWISE REVISED WITHOUT WRITTEN PERMISSION OF BAXTER & WOODMAN, INC.

.5” 3”0

FLAGG CREEK WATER RECLAMAT ON D STR CTHIGHLAND HILLS L FT STAT ON IMPROVEMENTS

CONTRACT 2019-02

FOR BIDDING

HERBERT STADE, PRESIDENT BARBARA McGOLDRICK, VICE PRESIDENT THOMAS J. WALSH, CLERK

JAMES LIUBICICH, PE, EXECUTIVE DIRECTORCHRIS KOKAT, REGULATORY AFFAIRS & CONTRACT MANAGER

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FLAGG CREEK WATER RECLAMATION DISTRICTHIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

FOR BIDDING

HERBERT STADE, PRESIDENTBARBARA McGOLDRICK, VICE PRESIDENTTHOMAS J. WALSH, CLERK

JAMES LIUBICICH, PE, EXECUTIVE DIRECTORCHRIS KOKAT, REGULATORY AFFAIRS & CONTRACT MANAGER

Page 2: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

LEGEND, ABBREVIATIONS

AND SHEET INDEX

G-1

I* wV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

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PROCESS PIPING (■ SEE ABBREVIATIONS)

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G-1 LEGNED, ABBREVIATIONS AND SHEET INDEX GENERAL NOTESM G-2

•TD DAE - AERATION EFFLUENTCE - COMBINED EFFLUENTCH - CHEMICAL (ALUM, FERRIC CHLORIDE.

OR OTHER METAL SALT)CL2 - CHLORINECLS - CHLORINE SOLUTIONCSD - CL2 CONTACT TANK SLUDGECSM - CL2 CONTACT TANK SCUMCS - CHLORINE SOLUTIONDCS - DECHLORINATION SOLUTIONDE - DECANTDR - DRAINDG - DIGESTER GASEFF - EFFLUENTEFI - EXCESS FLOW INFLUENTEFR - EXCESS FLOW RETURNFE - FINAL EFFLUENTFM - FORCE MAINFPS - FERMENTED PRIMARY SLUDGEG - NATURAL GASIA - INSTRUMENT AIRINF - INFLUENTML - MIXED LIQUORNPW - NON-POTABLE WATER

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MARSH CIVIL742742 CONTOUR C-1 SITE PLAN -

SITE PLAN - SITE PLAN - SITE PLAN - GRADING PLAN

EXISTINGDEMOLITION PHASE I DEMOLITION PHASE II PROPOSED

C-2TOP OR TOE OF SLOPEToeC-3C-4C-5EASEMENT

RIGHT OF WAY (ROW)

FENCED RIGHT OF WAY (ROW)

RIGHT OF WAY MONUMENT

UNFENCED PROPERTY LINE

PROP. R.O.W.R.O.W.

R.O.W. MECHANICAL□ ROW

M-1 EXISTING LIFT STATION FLOOR PU\NS EXISTING LIFT STATION SECTION PROPOSED LIFT STATION PLANS PROPOSED LIFT STATION SECTION AND DETAILS STANDARD DETAILS STANDARD DETAILS

DEMOLITION PHASE II DEMOLITION PHASE II

P.L.M-2M-3P.L.

FENCED PROPERTY LINE

IRON PIPE (PROPERTY CORNER)

CORPORATE LIMITS

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M-6

BASE LINE OR SURVEY LINEELECTRICAL

CENTER LINECl NEW LIFT STATION ELECTRICAL SYMBOL LIST AND LIGHTING FIXTURE SCHEDULE

NEW LIFT STATION ELECTRICAL SITE PLANNEW LIFT STATION ELECTRICAL PLAN AND DETAILSNEW LIFT STATION ELECTRICAL DETAILSEXISTING LIFT STATION ELECTRICAL ONE-LINE DIAGRAM TO BE DEMOLISHED NEW LIFT STATION ELECTRICAL ONE-LINE DIAGRAM NEW LIFT STATION INTERMEDIATE JUNCTION BOX DETAIL

E—1O'<qP' P 1

E—2PROPOSED EL./(EXISTING EL.) (POINT, GUTTER, TOP OF CURB)

SOIL BORING AND NUMBER

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CONIFEROUS BUSHTDDEFINING EDGE OF BRUSH OR FORESTED AREA

□ TEL□ TR

B BABBREVIATIONS BENCHMARKS BUILDING PERMIT CONTACT

BUILDING DIVISIONBUILDING & ZONING DEPARTMENTDUPAGE COUNTYJIM STRANDEPARTMENT MANAGER

R RECONSTRUCTED STRUCTUREADJUSTED STRUCTURECENTRAL ANGLEDEGREE OF CURVETANGENT LENGTHCURVE LENGTHRADIUS OF CURVEEXTERNAL DISTANCESUPERELEVATION(FT. PER FT. OF WIDTH)

EXTERNAL DISTANCE OF VERTICAL CURVEPOINT OF CURVATUREPOINT OF INTERSECTIONPOINT OF TANGENCYPOINT ON TANGENCYPOINT OF COMPOUND CURVATUREPOINT OF REVERSE CURVATUREVERTICAL CURVENAIL AND WASHERTEMPORARY CONSTRUCTION EASEMENT VOLUME DAMPER CONTROL POINT GRAVITY BELT THICKENER

B.M. NO. 1 SOUTHWEST TAG BOLT ON FIRE HYDRANT NORTH OF ADDRESS 1S048 CHASE AVENUE ELEV.

A.F.F. ABOVE FINISH FLOOR BOTTOM OF DUCT ELEVATION CENTERLINEPORTLAND CEMENT CONCRETE BITUMINOUS PAVEMENT GRAVELCORRUGATED METAL PIPEFIRE HYDRANTCAST IRONDUCTILE IRONFACE-TO-FACEEDGE-TO-EDGEBACK-TO-BACKBENCH MARKINVERT ELEVATIONCENTERLINE ELEVATION

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CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

AND SHEET INDEX

LEGEND, ABBREVIATIONS

PROPOSEDEXISTING

ABBREVIATIONS

PROPOSEDEXISTING

LEGEND

©SHEET INDEX

BENCHMARKS

BUILDING PERMIT CONTACTBUILDING DIVISIONBUILDING & ZONING DEPARTMENTDUPAGE COUNTYJIM STRANDEPARTMENT [email protected].: (630) 407-6700

YORK TOWNSHIP CONTACTHIGHWAY DEPARTMENTMIKE [email protected].: (630) 627-2200

Page 3: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

GENERAL NOTES

AND INFORMATION

G-2

I* wV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

1 2 3 54

GENERAL NOTES EROSION CONTROL

1. ARRANGE WITH THE VARIOUS UTILITY COMPANIES FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND ANY NECESSARY ADJUSTING OF THE OVERHEAD OR UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION PRIOR TO START OF CONSTRUCTION. UTILITY RELOCATION IS TO BE PERFORMED AT THE CONTRACTOR’S EXPENSE.

1. CONTRACTOR SHALL PREPARE AND SUBMIT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) TO IEPA IF REQUIRED,

SOIL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE ’PROCEDURES AND STANDARDS FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL IN ILLINOIS” AND AS DIRECTED BY THE DISTRICT/ENGINEER.

2.

THE LOCATION. SIZE AND DEPTH OF THE SEWERS AND/OR VARIOUS UTILITIES, AS SHOWN ON THE PLANS, ARE FROM THE LATEST AND BEST AVAILABLE INFORMATION TO THE ENGINEER. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO HAVE UTILITIES LOCATED.

2.

3. ALL STREETS ADJACENT TO THE WORK SITE SHALL BE KEPT FREE OF DIRT, MUD, AND DEBRIS.

3. LIMIT CONSTRUCTION ACTIVITIES AND STORAGE OF EQUIPMENT OR MATERIALS TO THE AREAS SHOWN ON PLAN. ANY DAMAGE TO PRIVATE PROPERTY OR FENCES SHALL BE REPLACED IN KIND OR REPAIRED AT THE CONTRACTOR’S EXPENSE.

D D4. NO SEDIMENT WILL BE ALLOWED TO ENTER ADJACENT DITCHES OR STORM SEWERS.

IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS, TEMPORARY SILT FENCING SHALL BE INSTALLED AND MAINTAINED AS INDICATED ALONG PROPERTY LINES, SWALE AREAS, STOCKPILES AND STORM STRUCTURES UNTIL VEGETATION IS ESTABLISHED AND/OR CONSTRUCTION IS COMPLETED.

4. WHERE SECTION OR SUB-SECTION MONUMENTS OR BENCH MARKS ARE ENCOUNTERED, NOTIFY THE ENGINEER BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL PROPERTY IRON PIPES AND MONUMENTS UNTIL AN AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION.

5. PROVIDE AND INSTALL TWO WEIGHTED SAND BAGS ON EACH TYPE I OR TYPE II BARRICADE USED. ONE WEIGHTED SAND BAG SHALL BE USED ACROSS EACH BOTTOM RAIL.

6. NO CONCRETE SHALL BE PLACED UNTIL ALL THE FORMS HAVE BEEN INSPECTED FOR LINE, GRADE AND SUBGRADE CONDITIONS BY THE RESIDENT ENGINEER. INSPECTIONS SHALL BE ARRANGED AT LEAST TWENTY-FOUR HOURS IN ADVANCE OF ANY CONCRETE PLACEMENT.

LIFT STATION

1. MAINTENANCE OF OPERATION, CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY PUMPING TO CONVEY WASTEWATER FROM THE COLLECTION SYSTEM DURING CONSTRUCTION.7. RECYCLED ASPHALT PAVEMENT MATERIALS WILL NOT BE PERMITTED FOR HOT-MIX ASPHALT SURFACE

COURSE CONSTRUCTION.

2. ALL LIFT STATION SHUT DOWNS NEED PRIOR PLAN APPROVAL.8. SILT FENCE SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. TESTING OF THE NEW LIFT STATION WILL BE REQUIRED PRIOR TO ANY DEMOLITION OF THE EXISTING LIFT STATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A TESTING PLAN AND EXACT SEQUENCE OF CONSTRUCTION FOR APPROVAL.

4. THE LIFT STATION WET WELL SHALL BE CONSTRUCTED OF PRECAST SECTIONS CONFORMING TO THE CONSTRUCTION DRAWINGS. ALL JOINTS BETWEEN SECTIONS SHALL BE SECURELY SEALED TO EACH OTHER USING A RESILIENT, FLEXIBLE, NON-HARDENING, PREFORMED BUTYL RUBBER SEALANT (EZ-STIK OR APPROVED EQUAL). HYDROCEMENT SHALL BE APPLIED TO THE INTERIOR OF ALL JOINTS. PROVIDE AN INTERNAL CHIMNEY SEAL.

SANITARY NOTES

1. THE COST OF DEWATERING TRENCHES DUE TO RAINFALL OR GROUNDWATER SHALL NOT BE PAID FOR SEPARATELY AND SHALL BE ASSUMED PART OF THE CONTRACT.

CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING MEASURES TO MINIMIZE DAMAGE TO TREES THAT ARE NOT MARKED FOR REMOVAL. TREE PROTECTION SHALL BE PROVIDED FOR TREES NOT MARKED FOR REMOVAL WITHIN 10’ OF CONSTRUCTION ACTIVITY. SHOULD CONSTRUCTION ACTIVITY REQUIRE REMOVAL OF ANY TREES NOT MARKED FOR REMOVAL, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO REMOVAL. ANY OTHER TREES INJURED OR TO WHICH POTENTIAL IRREPARABLE DAMAGE MAY ENSUE AS DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE COST OF THE TREE REPLACEMENT.

2. 5. THE LIFT STATION WET WELL EXCAVATION SHALL BE SHEETED AS REQUIRED. SHEETING SHALL BE APPROVED BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER OF THE STATE OF ILLINOIS. THE SHEETING (STEEL OR WOOD AT CONTRACTOR’S DISCRETION) SHALL BE DRIVEN FROM THIS LOCATION. ALL AREAS BETWEEN THE SHEETING AND THE PRECAST WET WELL SECTION SHALL BE BACKFILLED WITH A COMPACTED GRANULAR MATERIAL (CA-7).

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6. A LEAK RESISTANCE TEST IS REQUIRED FOR THE LIFT STATION.TEST WILL BE PERFORMED ON THE LIFT STATION. FOR THE STATIC WATER TEST, THE LIFT STATION WILL BE FILLED TO A WATER LEVEL ELEVATION OF 658.5’ AND WILL NEED TO MAINTAIN THAT WATER LEVEL FOR 24-HOURS IN ORDER TO PASS THE LEAK TEST.

A STATIC WATER

3. MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND VISIBLE LEAKAGE ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE.

4. ADJUST TOP OF FRAMES FOR SANITARY SEWERS TO MEET FINAL FINISH GRADE. THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE CONTRACTOR FROM ANY ADDITIONAL ADJUSTMENTS AS REQUIRED BY THE DISTRICT UPON FINAL INSPECTION OF THE PROJECT.

TRAFFIC CONTROL AND STAGING5. IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, SHALL ADJUST MANHOLES AND/OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT THE DEFICIENCIES. 1. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH IDOT SPECIFICATIONS, THE SPECIAL

PROVISIONS, AND AS DIRECTED BY THE ENGINEER.

WHENEVER A SANITARY SEWER (OR FORCE MAIN) CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18” VERTICAL SEPARATION: OR THE SEWER IS LAID IN THE SAME TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH, KEEPING A MINIMUM 1 ” VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED OR THE SEWER CROSSES ABOVE THE WATERMAIN THE SEWER SHALL BE CONSTRUCTED TO WATERMAIN STANDARDS.

6. 2. ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE OPERATIONAL AND EFFECTIVE 24 HOURS A DAY, INCLUDING SUNDAYS AND HOLIDAYS.

3. MAINTAIN ACCESS TO EMERGENCY VEHICLES AND RESIDENTS AT ALL TIMES. AT LEAST ONE LANE OF TRAFFIC MUST BE OPEN AT ALL TIMES. FLAGGERS. IN ACCORDANCE WITH THE IDOT STANDARD SPECIFICATIONS, SHALL BE REQUIRED.

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HIGHLAND HILLS

G-2

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

AND INFORMATION

GENERAL NOTES

©

Page 4: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:

KSDESIGNED BY:

HLN/JAJDRAWN BY:

JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

SITE PLAN

EXISTING

C-1

I* wV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

1 2 3 54

N\\\

►Industrial Building\ \

/I\\

FENCE"7 09

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AND PAD5 ” 4L~~~~ 704 -~~ — x a :

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0 \ II1 00 / I/ !1 X i/ \ rn i/ / v\\ A/// X-. •x-1

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\/

/ // m/

j\ WET WELL WEIR MANHOLE \ SANITARY SEWER MANHOLE (NO MANHOLE #) \RIM 709.93 \

18” S 702.42 18” N 702.43

/ ii\ i\\

/ /\ :/i.I

I\ [/. Z/\1 /1 OO\ » /\ \ 1 f.\ \ ■X------- 7------- X“"~A v \ \ WETWELL

ACCESS HATCH RIM 709.02

'| -x-\ \\ \ ;\ \ T \

\ \ . 'J]15” o\ \i \ z\ \/ \ \/ \\ .I / \\\/ ELECTRICAL

SERVICE POLE w/ HANDHOLE RISER

.(1 SQ51) prIvate DRIvt1/ \1A 1/ O

\ \\ z18”\/ SAN\ SAMI/ ' SAN\! \/ \ O —) SA N\ \// \./ X\ \

v\/ z\/ \\ .

\\/ . . \ SANITARY SEWER

MANHOLE #5577 RIM 709.50 18” E 702.60 18” N 702.65 12” SW 702.61

/ 5\ \ \z 260 \ O:z1\\

./ \ \ \ ./ \ \\ \\ YZ\APPROXIMATE SOUTH

PROPERTY LINE OF FLAGG CREEK WATER RECLAM. DIST.

\\\ \ .\ 0. ■\ zB BvT°z.\ \ \\ \

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\«f \\o z oz\A \\ v\ \A\

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v\' Z\ ■ : n\ V oi\t

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z\ 'To ii. c 11 1I 1I\ mL \A A115” \

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HIGHLAND HILLS

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CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

EXISTING

SITE PLAN

©

N

Page 5: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

SITE PLAN

DEMOLITION PHASE I

C-2

I* wV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

1 2 3 54

N\\\

► Industrial Building\ \

/I\\

FENCE"7 09

i\2X2” X ~ — '709--__D D

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APPROXIMATE NORTH-PROPÊRI^ N LINE OF FLAGG CREEK WATER \ RECLAM. DIST.

\ \I I - PREVIOUSLY ABANDONED STRUCTURE RIM 709.74

GAS METER(TO REMAIN)

5 i!/ II Ir \y I1\ //j REMOVE

GENERATOR AND PAD

\

5 ” 4L~~~~ 704 --- x 2 :

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xCD/ 7a. AN 1,1/O 7Vx✓f> r I'S 7

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rV REMOVE BOLLARDS L x

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REMOVE WALL EMREMOVE DRIVEWAY \o

.M ;;/• HIGHLAND HILLS i-----------LX/ REMOVE TREE '\ LIFT STATION ;0\ : -y ELEC METER

(TO REMAIN)m i iT 'WMOTOR ROOM/ /

W./ -fA 1/ /X I1 o/ V /7 I/

X IrnE; I/Ç/ \ I/0

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// IX- 1. •x-1✓

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/ ^'708^V/ & X.a. A 'J)■X-\ : ■ ll. / m. 'Xt zX-709 X-. / X- \\ F=\ \\

/1 t?1 11 / CD1 Uj\ I\\ I m 'u.I WET WELL WEIR MANHOLE

SANITARY SEWER MANHOLE (NO MANHOLE #)RIM 709.93 18” S 702.42 18” N 702.43

/ l-J /RELOCATE "NO DUMPING” SIGN

i\\

'H / co X/| /\ :/..

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/| -x-\;\ ’I \\ -j]15” oi \ zL \/ \ REMOVE 190± LF

OF DEPRESSED CURB Sc GUTTER

// \ ELECTRICAL\\/ v(1 SQ51) prIvate DRIvt/ SERVICE POLE w/

HANDHOLE RISER(TO REMAIN)

REMOVE PAVEMENT/ o\ \18”\/ SANSAMI/ N SAN\! \/ \

O —) SA N// / ■ X\ \/ \/ \/ 'w \ SANITARY SEWER MANHOLE #5577 RIM 709.50 18” E 702.60 18” N 702.63 12” SW 702.61

/ \ 5\ \z 26d GO\ 7/ \ \/ \ \\\ Yz\APPROXIMATE SOUTH

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V X\\

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xV ■j)i

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COV\\PHASE I DEMOLITION NOTES:WEST LINE OR THE NORTH

ADDITION TO WEST CENTER COMMUNITY CO-OPERATIVE, INC. SUBDIVISION PB 47. PG 71, DUPAGE COUNTY, IL

v\ CLEAR AND GRUB SITE AS SHOWN AND REQUIRED FOR CONSTRUCTION.1.z\ ■ : nOO\ v oii \t

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MANHOLE #5178 RIM 705.79 15” NE 687.37 15” SW 687.37

z\ 'To ii i. c I T/V TO BE DEMOLISHED/ REMOVEDII 1I\ mL \A Aii15” i \ i> \SAN \— SAM y■7>=x-SAAI- II5 o\! \ \ \A\ \\ x\l A\ \\\! .2 1\1 z o\ \

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(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

HIGHLAND HILLS

C-2

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

DEMOLITION PHASE I

SITE PLAN

©

N

Page 6: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

1 2 3 54

N\\\

►Industrial Building\ \

/I\\

7 0^

i\2 41 2 ” Z ~ — '709--__44D D9” 708 \ xl iN \

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\i\ \ \" 707 — — ^ \ \\ \\s \3> / \\ \ REMOVE PREVIOUSLY ABANDONED

STRUCTURE & PIPES RIM 709.74

70^ \\■\APPROXIMATE NORTFT-PROPÊRI^ N LINE OF FLAGG CREEK WATER \ RECLAM. DIST.

\ \I I II I90,3^ 15 \ .1i!/ II Ir \y GAS METER WILL BE REMOVED OR RELOCATED BY NATURAL GAS UTILITY

i1\ // >j\ NI5 ” 4L I~~ 709 --- 1^<vet 7 :26” 07 7;

z SANITARY SEWER MANHOLE #5151 RIM 709.66 18” S 702.71

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(SEE DWG’S M —1 & M-2)\ / -REMOVE ELECTRICAL

FEEDERWEIR MANHOLE SANITARY SEWER MANHOLE (NO MANHOLE #)RIM 709.93 18” S 702.42 18” IN 702.43

\\ /\ / /\\ J\

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ACCESS HATCH RIM 709.02

i/i1

CO(\ I /I \ 1 /\ 1 ■X-------X-------x“"~t VI \ \ 'I -x-\ \

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\i \ z\ \/ \ \/ \

i \./ \ ELECTRICAL\\/ \

(1 S051) prIvate DRIvt/ SERVICE POLE w/ HANDHOLE RISER(TO REMAIN)

\/ o\\ \\ 18”\/ SAN\ SAMI/ N SAN\! \/ \ O -SAN\ \// \./ r~\ \\/ \ \/ \\ .\ \/ . . \ SANITARY SEWER MANHOLE #5577 RIM 709.50 18” E 702.60 18” N 702.63 12” SW 702.61

/ 4\ \ \z 26B \ O:X Z1\ \ ./ \ \ ./ \ \\ .#\\ At\APPROXIMATE SOUTH

PROPERTY LINE OF FLAGG CREEK WATER RECLAM. DIST.

\\\ \ .\ S. ■\ oB BAr°7.\ \ \\ \\ REMOVE SANITARY SEWER MANHOLE #3022

RIM EL 709.53 |15” N 687.14 i15” SW 687.15

.- \wo o\

v\ \\ V\ \i\\\ FILL W/ FLOWABLE FILL

& ABANDON 15” SAN SEWERA4 \\

z\ SANITARY SEWER MANHOLE #5578 RIM 709.46 12” NE 703.17 8” S 703.17

\■j)i

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ADDITION TO WEST CENTER COMMUNITY CO-OPERATIVE, INC. SUBDIVISION PB 47. PG 71, DUPAGE COUNTY, IL

11 v\' CLEAR AND GRUB SITE AS SHOWN AND REQUIRED FOR CONSTRUCTION.1.z\ ■ : nGO\ v oii \tv\ \ 1

s & Brush \V\1

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\\

\ \\ \

\

\ \ Io\ pI X\ \. DEPRESSED CURB & GUTTER

1\ > 1A 7\\ \ in \\L\ m\ \. \ sSTM STM CT)5\ i y>\‘ i < I\ \ LEGEND;

Q31A \ v :\ SANITARY SEWER MANHOLE 251 78 RIM 703.79 15" ME 687.37 15” SW 687.37

i z\ '\T 1. c I //V TO BE DEMOLISHED/ REMOVEDII II\ m1L \A A1115” 1 \ 1> \SAN \— SAM 1^--SAN- II5 o\! \ \ \\ \\ z\l A\ \\\! P 1\1 Z o\ \

l \ i\\ \ \Oh \7 : 1» \ 5 :1 1Y\\

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1”=10’-0”

1 2 3 54

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

SITE PLAN

DEMOLITION PHASE II

C-3

I* wV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

3”2”

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0

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(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

HIGHLAND HILLS

C-3

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

DEMOLITION PHASE II

SITE PLAN

©

N

Page 7: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:

KSDESIGNED BY:

HLN/JAJDRAWN BY:

JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

SITE PLAN

PROPOSED

C-4

I* w

V Consulting EngineersBAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

1 2 3 54

N\\\

►Industrial Building\ \

/I\\

-709

N 1891720.22 E 1075410.58 12” 90' BEND

N 1891717.05 E 1075377.91 12” 90' BEND

i\2412” Z ~ — ~ 709 - —__D D9" 1 1/2” GAS

(VERIFY SIZE W/ NATURAL GAS UTILITY)

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/ \l I\4CW \

APPROXIMATE NORTH ZRZZRIY N- LINE OF FLAGG CREEK WATER \ RECLAM. DIST.

411 II\ \H I II

1 \ \\5 /■ /\II iN 1891684.83

E 1075381.03 12” 45' BEND

(/ I II

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:PLUG 18” MANHOLE PIPE

PENETRATION

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©z CONTRACTION AND EXPANSION JOINT LAYOUT PLAN* 709i N 1891643.1c

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(SEE NOTE 1)709.6 T/C

Sc ASPHALT

i\ i // i WEIR MANHOLE \

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CREEK WATER RECLAM. DIST.

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/<//A ■j)i\ N 1891612.4

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WEST LIME OF THE NORTH ADDITION TO WEST CENTER COMMUNITY CO-OPERATIVE, INC. SUBDIVISION PB 47. PG 71, DUPAGE COUNTY, IL

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V 2. GRADE CUL-DE-SAC FROM CUL-DE-SAC HIGH POINT TO GUTTER FACE AT A 0.5% SLOPE.

:\7/7 SANITARY SEWER MANHOLE #5178 RIM 705.79 15” NE 687.37 15” SW 687.37

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CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

PROPOSED

SITE PLAN

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Page 8: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

GRADING PLAN

C-5

I* wV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

1 2 3 547 N

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CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

GRADING PLAN

N

Page 9: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SAIQFPMETR

180191.40PROJECT NO:

SCALE:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

AS NOTED 1 2-5-19KSJAJJSP

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

EXISTING LIFT STATION

FLOOR PLANS - DEMOLITION PHASE II

M-1

^^^Consulting EngineersBAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

2 54

38’ — 1 0”± 12’ —2”±

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REMOVE SCREW PUMP (TYP OF 2)

REMOVE 18” EFFLUENT

SECTIONAL PLAN I NNO SCALE

14’ —0” + 12’ —2” +

REMOVE GENERATOR (CURRENTLY NOT USED)

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2. CORE OR BREAK-UP BASE SLAB PRIOR TO DEMOLITION OF 1st FLOOR TO PREVENT UPLIFTING OF STRUCTURE.

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M-1

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

FLOOR PLANS - DEMOLITION PHASE II

EXISTING LIFT STATION

Page 10: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

'<!A<h 4

4

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REMOVE ELEC CABINETCO

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REMOVE SCREW PUMP BEARING ASSEMBLY & BASE (TYP OF 2)

SECTION ANO SCALE M-1

DEMOLITION NOTES:

FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO DEMOLITION.

1.

2. CORE OR BREAK-UP BASE SLAB PRIOR TO DEMOLITION OF 1st FLOOR TO PREVENT UPLIFTING OF STRUCTURE.

COORDINATE WITH DISTRICT STAFF FOR REMOVAL OF ANY DISTRICT ASSETS.3.

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3 54

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PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SAIQFPMETR

180191.40PROJECT NO:

SCALE:DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

AS NOTED 1 2-5-19KSJAJJSP

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

EXISTING LIFT STATION

SECTION - DEMOLITION PHASE II

M-2

lAv^^^Consulting Engineers

BAXTE OODMAN

CONSULTANTS

MILESTONE

FORBIDDING

0”2”

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M-2

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

SECTION - DEMOLITION PHASE II

EXISTING LIFT STATION

Page 11: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SAIQFPMETR

180191.40PROJECT NO:

SCALE:DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

AS NOTED 1 2-5-19KSJAJJSP

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

PROPOSED LIFT STATION

PLANS

M-3

R&r^^^Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

2 54

8” PLUG VALVE (TYP OF 3)-----

8” SWING CHECK VALVE — (TYP OF 3)

BYPASS PUMP DISCHARGE CONNECTION, 6” Dl UP TO 90’ BEND (SEE DETAIL ON DWG M-4)

4” Dl VENT4” Dl WET WELL VENT

CORED HOLE WITH DOUBLE LINK-SEAL (TYP)

BYPASS PUMP SUCTION CONNECTION, 6” Dl UP TO 90’ BEND

(SEE DETAIL ON DWG M-4)

CONC SUPPORT (TYP)

10”x8” REDUCING 90‘ BEND (TYP OF 2)x V ri

10”x10” CROSS

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/—2“ NPT TAPPED SADDLE /- 6” PLUG VALVE W/ EXT STEM

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46” Dl BYPASS PUMP SUCTION RISER SUPPORTED FROM WALL

SUBMERSIBLE PUMP NO. 2*-

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BOLT ASSEMBLY

FLEXIBLE PIPE CONNECTOR (TYP)

\K)”x6” TEE

10” RESTRAINED FLANGE ADAPTER

X 10” RESTRAINED FLANGE ADAPTERm

\\0n

1

f 12”x10” REDUCERJ7* A

&

m<7

L

44\M-3/ J \M-3/

[ -j102 Di 10” Dl\ \

■4- 2 ©//

e — ]a r- 'S'

(____ <7e-* 12” Dl FORCE MAIN;J j

j\ \ an

J10” MAGNETIC

FLOW METER16” PVC INFLUENT SEWER

9,

18” DIA x 1 ’—6” DEEP RCP SUMP W/ PUMP

jMETER MANHOLEPRECAST CONCRETE MANHOLE SECTIONS

j

2” SCH 80 PVC BYPASS PUMPING DISCH. CONN. DRAIN

1 1/2” SCH 80 PVC SUMP PUMP DISCHARGE

ALUMINUM LADDER W/ HANDHOLD SAFETY POST(SEE DETAIL ON DWG M-3)

WET WELLSUBMERSIBLE

PUMP NO. 3* PRECAST CONCRETE MANHOLE SECTIONS

VALVE VAULTPRECAST CONCRETE MANHOLE SECTIONS

c

14’—4” 11’-4”

LOWER PLAN NSCALE: %” = 1’-0”

Ar* * A, Ar A, Ar A, Ar A, Ar Ar

6” Dl BYPASS PUMP DISCHARGE CONNECTION (SEE DETAIL ON DWG M-4)

y2” EXPANSION JOINT FILLER MATERIAL WITH JOINT SEALANT (TYP FOR 4 SIDES)

y2” EXPANSION JOINT FILLER MATERIAL WITH JOINT SEALANT (TYP FOR 4 SIDES)

6” Dl BYPASS PUMP—1 SUCTION CONNECTION,

(SEE DETAIL ON DWG M-4)

3 ADD’L #6 TOP & BOT PLACE WHERE SHOWN IN TOP SLAB (12 THUS)

4” Dl WET WELL VENT

4” Dl VENT

(ft) V F V54f7

L 3 ADD’L #5 TOP & BOT PLACE WHERE SHOWN IN TOP SLAB .(24 THUS)

3 ADD’L #6 TOP & BOT PLACE WHERE SHOWN IN TOP SLAB (24 THUS)

#5 X 5’—0” TOP & BOT PLACE WHERE SHOWN BEND TO SUIT IN FIELD (TYP DIAGONAL REINF IN TOP SLAB) /

D 24 THUS

L \B Bo

loo

e 4 y2 EXPANSION JOINT FILLER MATERIAL WITH JOINT SEALANT(TYP FOR PERIMETER OF 3 FLAT TOP SLABS)

«4:*

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2|oI

co f, =2/' /•4 ■•-■..-..-X.v...

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36”x36” ACCESS HATCH(H—20 LOADING)

oo-2=\

4 ADD’L #8 TOP & BOT PLACE WHERE SHOWN IN TOP SLAB (16 THUS)

i#2

*PUMP ACCESS

HATCH (TYP)SAFETY

HANDHOLDPOST

3” CONCRETE PAD

NOTES:

1. PROVIDE SEPARATE FLOAT SWITCH SUPPORT AND WEIGHT FOR LEVEL TRANSMITTER AND SEPARATE FLOAT SWITCH SUPPORT AND WEIGHT FOR 3 BACKUP FLOAT SWITCHES.SEE STRUCTURAL GENERAL NOTES ON SH. M-4

A A7’ —6” 14-4” 11’-4”

38’—8” 2.

UPPER PLAN NSCALE: 3/8” = 1’-0” 12” 0 4’23/8”=1’-0”

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CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

PLANS

PROPOSED LIFT STATION

Page 12: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVIL

LANDSCAPESTRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

LSAI

QFPMETR

180191.40PROJECT NO:

SCALE:DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

AS NOTED12-5-19KSJAJJSP

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

PROPOSED LIFT STATION

SECTION AND DETAILS

RA|W^^Vconsulting Engineers

BAXTE OODMAN

CONSULTANTS

MILESTONE

FORBIDDING

5* *

4h

1” DIA. ALUM. RODS

INSERT RODS IN HOLES DRILLED IN

STRINGERS Sc WELD

oo

4” Dl SCREENED VENT

USE 218 x 18 STN STL MESH SCREEN (TYP FOR 2) (SEE PLAN VIEW)

#6 @ 6” EW

TOP Sc BOT&6” Dl BYPASS PUMP

SUCTION CONNECTION, (SEE DETAIL ON DWG M-4)

90* ELBOWS WITHPUMP ACCESS HATCH* PRECAST CONCRETE MANHOLE

SECTIONS FOR VALVE VAULT Sc METER MANHOLE STRUCTURES

6” Dl BYPASS PUMP

DISCHARGE CONNECTION (SEE DETAIL ON DWG M-4)

PLANTYP. WALL SUPPORT

2J$” X %" ALUM. STRAPS, FASTEN TO WALL W/

STN. STL BOLT Sc EXP. ANCHOR, WELD TO STRINGER (4-0” O.C. MAX.)

HAND HOLD SAFETY POST NOT SHOWN

1/2" EXPANSION

JOINT FILLER MATERIAL WITH JOINT SEALANT (TYP)

SAFETY HANDHOLD POST

36”x36”

ACCESS HATCHCLOSE TOP

36”x36”

ACCESS HATCH

\ 4” Dl WET

' WELL VENTDRIVEWAY

(SEE DETAIL ON SHEET D-2) I #5 @ 6” EW

TOP Sc BOT.#6 ® 6” EW

TOP AND BOTif roFLOOR BOX CM

TOP OF SLAB ♦M7^ w

y m: • aé-.i EL 709.5D D■*1 M * T

HQ W X 2fc” ALUM. TUBE STRINGERS W/

0.125 WALL THICKNESS

CM CM■ 4 j ooi ,4|4 f\|>^ -#■ owwswwwswo^gpHWpgy“to roPmPWa BolT j m

5’-0” DIA i iluMETER MANHOLE

4” Dl DOWN TO 12”

ABOVE FLOOR1/2” STN STL

EYE-BOLT WITH EXPANSION ANCHOR

9 i iALUMINUM LADDER WITH HAND HOLD SAFETY POST (SEE DETAIL THIS SHEET)10’-0” DIA

TYP. FLOOR SUPPORT

2të” X W ALUM. STRAPS, FASTEN TO CONC. W/

STN. STL. BOLT Sc EXP. ANCHOR, WELD TO STRINGER

VALVE VAULT d1 1/2” SCH 80 PVC

SUMP PUMP DISCHARGE

E MANHOLE STEPS (TYP)CM1’-8”10”x6” TEE

Hi 1 1/2” PVC BALL VALVE

1 1/2” PVC BALL

CHECK VALVES

10"x10” CROSS

\ d4\\f1 1/2” PVC TUBE SUPPORT

FOR LEVEL TRANSMITTER (ATTACH TO WALL UNDER FLOOR BOX)

10” MAGNETIC

FLOW METER

CO10” RESTRAINED

FLANGE ADAPTERI

d12”x10” REDUCER

12” PVC FORCE MAIN

Ç. EL 700.13

(SEE PLAN VIEW)

10” RESTRAINED

FLANGE ADAPTERFLEXIBLE PIPE CONNECTOR (TYP)

CORED HOLE WITH DOUBLE LINK-SEAL (TYP) 10”x8” FLANGED -v

ADAPTER ^

V o o "52E, ,3L 44

I10” Dl 10” DlS^DI ELEVATIONPRECAST CONCRETE

MANHOLE SECTIONS FOR WET WELL STRUCTURE

1CM1' 2” CONC

SUPPOR" 6"MIN. iMIN. ALUMINUM LADDER DETAILCM2” SCH 80 PVC —

BYPASS PUMP DISCH.CONN. DRAIN —

EL 698.0 EL 698.0* ♦xNO SCALE4

” 4 ■m—r ■#CM

-m-4*<n'z GROUT THICKNESS VARIES

SLOPE @ &”/FT TO 2” PVC DRAIN7

GUIDE RAIL* l IP PE 444» J.■#A.

XX

/ 6” BLIND FLANGE4

6” 90* BEND

SEE PLAN FOR ORIENTATION2” PVC DRAIN

#5 @ 6” EW

TOP Sc BOT.

3” BEDDING

MATERIAL

8” PLUG VALVE

#6 @ 6”EW

TOP Sc BOT. GROUT THICKNESS VARIES FROM 4” TO 2” - SLOPE TO SUMP 6” D.l.TAP FOR 1/4”

SHUT-OFF COCK FOR PRESSURE GAUGE CONNECTION (SEE DETAIL ON DWG M-6)

14-0”

d 10-0” DIACDI 8” SWING CHECK VALVE 1” CHAMFER

(TYP 4 SIDES)WET WELLd I

roCM

RESTRAINED FLANGE ADAPTER TOP SLAB OF VALVE VAULT CM7’—0”

MIN. DIA. 18” DIA x 1 ’—6” DEEP RCP SUMP

ON MIN 6” CONC BASE

(SHOWN BEHIND SECTION)

MIN. DIA. II8” D.l.DROP BOWL MOUNTED TO WET WELL WALL W/ 304 SS

ANCHOR BOLT ASSEMBLY LEVEL TRANSMITTER SUPPORT CABLE d18” X 18” CONC.

ENCASEMENT

416” PVC INFLUENT SEWER

INV EL 687.12 (SEE PLAN VIEW)

II

PROVIDE SUPPORT AS NECESSARY

FLOOR BOX#4 TIES @ 10” £

I

2 #5 VERT.

EA. FACEVALVE VAULTHIGH HIGH WATER LEVEL ALARMEL 687.0

I

6” Dl BYPASS PUMP SUCTION

INV EL 686.12 STRUCTURAL GENERAL NOTES 6” D.l.3’ LONG LIFTING CHAIN*

SUPERIMPOSED MINIMUM DESIGN LOADS:[NLEAD PUMP ON* EIGHTS SUBMERSIBLE PUMP 6” PLUG VALVE

W/ EXT STEM UP TO

FLOOR BOX ABOVE

IEL 685.01. SLABS AT ELEVATION 709.5 = AASHTO H93 TRUCK LOAD.

3 4FORM POCKET IN FILLET FOR 1 1/2” PVC TUBE EARTH WORK:

LOW LOW WATER LEVEL ALARM (ALL PUMPS OFF)_________________ E 1®♦ 1. ALLOWABLE NET SOIL BEARING PRESSURE = 3,000 P.S.F.

MINIMUM UNLESS OTHERWISE SHOWN ON THE DRAWINGS.6” D.l. 90* BENDEL 682.0

4 4

A HYDROSTATIC LEVEL TRANSMITTER CO 2. UNDERCUT AREAS BELOW PROPOSED STRUCTURES TO SUITABLE

SOIL MATERIAL. EXTEND WIDTH OF EXCAVATION BEYOND OUTER LIMITS OF PROPOSED STRUCTURES 12 INCHES FOR EVERY FOOT OF UNDERCUT.

3 10”x6” TEEI/11’-2” 'Xl1 CMAMIN. /aAEL 679.5* BYPASS PUMP DISCHARGE CONNECTION DETAILx 3. COMPACT EXPOSED GRANULAR SOILS ENCOUNTERED AT BASE OF EXCAVATIONS USING A MINIMUM TWO PASSES WITH VIBRATORY PLATE COMPACTION EQUIPMENT.

*■cm ■y?4

I SCALE: %" = 1-0”4

B BLA.5 \x x4. BACKFILL AND FILL AREAS BELOW PROPOSED STRUCTURES WITH

COMPACTED STRUCTURAL BACKFILL MATERIAL TO THE REQUIRED SUBGRADE ELEVATION UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

CONC FILLET 1:1 (MIN) SLOPE3” BEDDING MATERIAL

#7 © 6” EW TOP Sc BOT.

6” BLIND FLANGE6” 90* BENDSHAPE CONCRETE FILLET AS NECESSARY

TO PROVIDE SPACE FOR SUBMERSIBLE PUMPS AND FOR HYDROSTATIC LEVEL TRANSMITTERS (TYP)

CONCRETE WORK:6” D.l.

14-0” 1. PROVIDE CONCRETE HAVING A MINIMUM 28 DAY COMPRESSIVE STRENGTH F’c = 4,000 P.S.I. CDMIN. DIA. 1” CHAMFER

(TYP 4 SIDES)l

ro2. PROVIDE REINFORCING BARS IN COMPLIANCE WITH ASTM

A615 GRADE 60. TOP SLAB OF WET WELLCM

0

SECTION A 18” X 18” CONC.

ENCASEMENTdISCALE: = 1-0” M-2

^ #4 TIES @ 10”

6” D.l. 90* ELto

2 #5 VERT.

EA. FACEI

FLOAT SWITCH CONTROL (Transmitter Fail)LEAD & LAG PUMP RUNNINGLEAD PUMP ONLY ALL 3 PUMPS PUMP RUNNINGWET WELL6” D.l. 90* BEND

Elevation Elevation Elevation Elevation6” D.l.

High High Water Level Alarm (Float Switch

High Water Level Alarm (Transmitter)

Lag Lag START (Transmitter)

Lag START (Transmitter)

Lead START (Transmitter & Float Switch)

High High Water Level Alarm (Float Switch

High Water Level Alarm (Transmitter)

Lag Lag START (Transmitter)

Lag START (Transmitter)

Lead START (Transmitter & Float Switch)

Lead & Lag Pump speed kept the same

and ramps down together from maximum

speed to minimum speed

High High Water Level Alarm (Float Switch

High Water Level Alarm (Transmitter)

Lag Lag START (Transmitter)

Lag START (Transmitter)

Lead START (Transmitter & Float Switch)

Lead & Lag Pump speed kept the same

and ramps down together from maximum

speed to minimum speed

High High Water Level Alarm (Float Switch 687.00687.00

686.50

686.00685.50

685.00

687.00

686.50

686.00685.50

685.00

687.00

686.50

686.00685.50

685.00

f

Lead START (Float Switch) 685.00 SUPPORT PIPE FROM WALL 6” Dl

EL 682.50

Lead Pump speed ramps down from

maximum speed to minimum speed

v v V

BYPASS PUMP SUCTION CONNECTION DETAILAll Pumps STOP (Transmitter)

Low Low Water Level Alarm (Float Switch)

All Pumps STOP (Transmitter)

Low Low Water Level Alarm (Float Switch)

All Pumps STOP (Transmitter)

Low Low Water Level Alarm (Float Switch)

All Pumps STOP (Transmitter)

Low Low Water Level Alarm (Float Switch) 682.00

682.50

682.00

682.50

682.00

682.50

682.00

682.50

682.00

682.50

682.00

682.50

682.00

682.50 682.50

682.00 SCALE: = 1’-0”

12” 0 4’2When Transmitter Fails, control will revert to float switches. Lead Pump will start. After a time delay, Lag Pump will start. After another time delay, Lag-Lag Pump will start. Lag and Lag-Lag will not start if Lead Pump draws water level down to STOP level.

In Float Control, pumps will run at max speed setting. Their speed will not be varied. M-43/8”=1’-0”

5

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HIGHLAND HILLS

M-4

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

SECTION AND DETAILS

PROPOSED LIFT STATION

Page 13: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

STANDARD DETAILS

SHEET 1

M-5

I* WV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

1 2 3 54

NOTE:PROJECT MANUAL REFERS TO ’’PROJECT SPECIFICATIONS”, NOT TO I DOT SPECIFICATIONS.

-TOTAL THICKNESS TO MATCH EXISTING OR 4 1/4” (MIN.), WHICHEVER IS GREATER

HMA BINDER COURSE,IL—19, N50, 2 1/4” MIN.

"A" - DIAMETER OF INCOMING SEWER "B" - DIAMETER OF DROP PIPE WHEN :"A" = 12” OR LESS,"B" = "A” BUT NOT SMALLER THAN 8”.

BACK OF CURB OR—, EDGE OF PAVEMENT

WHERE NO CURB EXISTS

FACE OF SIDEWALK HMA SURFACE COURSE,

MIXTURE C, 2” MIN.

BITUMINOUS MATERIALS (PRIME COAT) 12”

NOTE:USE OUTSIDE DROP WHEN ANY ENTERING SEWER INVERT DIFFERS BY 2’-0” OR MORE FROM INVERT OF MANHOLE.

(TYPO///////////////////////////////////////,V/////////////////////////////////////V/ / // // // // // // // // // // // // // // // // /// \// // // // // // // // ///////////////////// \///////////////////////////////////A \///////////////////////////////////l

//////////////////////////// //////////////////////////// ////////////////////////////

D D/\FULL DEPTH SAW CUT (TYP.)EXISTING SURFACE WATERTIGHT

JOINTS\ 1 M1

1 /

Lir//\

X X X X XX\ lxxx XXXXXXXXXiQ✓ ✓ ✓ /y / / /Jr/ / /S / /

!/\

UNDISTURBEDEARTH INTERNAL CHIM. SEAL

FRAME SEALEXCAVATEDMATERIAL

//_

ACCESS HATCH

COMPACTED TRENCH BACKFILL

,/ / /// / / /// / / / 7/7/7///////////////////////////K ////////////////////////////

/ // // // // // // // // // // // // / V/////////////////////////// \/ ///////////////////////// / \ / / / / A

4 PRECAST CONCRETE MANHOLE SECTIONS

EX. AGGREGATE-1BASE EXTERIOR JOINT MAC WPAP

PROTECTION (TYP)////////////// / / / /

COMPACTED GRANULAR BACKFILL

MATERIAL - SEE PROJECT MANUAL

AGGREGATE BASE COURSE, TYPE B, 12” (100% CRUSHED CA-6)

MANHOLE STEPS @ 16” C. TO C.//// // // // // // //y.

v/////*v////////////y//// \/////////////////////// \// // // // // // // // // // // A

/ / / /DIA. AS SHOWN EXTERIOR SURFACE LIQUID

TAR TREATMENT (TYP)ON DWGS.— 12” (MIN.) ALL PIPE

SLOPE 1 ”-2” PER 12”

GRANULAR PIPE BEDDING *

AND COVER MATERIAL IDOT GRADATION CA-15 UNLESS

AN ALTERNATE IS NOTED IN PROJECT MANUAL

— 12” (MIN.) ALL PIPECONCRETE BENCHI d "A"

FLEXIBLE PIPE CONNECTORf PIPE DIA.

12” OR SMALLER = 30” 14” TO 18”20” TO 24"

WIDTH "B"3”MAXIMUM

PROPOSED PIPELINE SEE PROJECT MANUAL OR

DRAWING SHEETS

= 36” = 42"

TRENCH WIDTH MIN.■4- ■4

PIPE DIA.12” OR SMALLER = 30” 14” TO 18”20” TO 24”

WIDTH CONCRETEEASEMENTiMAXIMUM A

= 36” = 42”

TRENCH WIDTH

C C>.INVERT CHANNEL TO CONFORM TO

ELEVATION SHOWN ON DRAWINGS

fLIMITS OF TRENCH BACKFILL TYPICAL TRENCH DETAILOUTSIDE DROP DETAILGRANULAR PIPE

BEDDING MATERIALFOR EXCAVATION IN PROXIMITY NO SCALE

OF PAVED SURFACES FOR PAVEMENT WITH AGGREGATE BASE AND COMPACTED GRANULAR BACKFILL MATERIAL.NO SCALE

SANITARY MANHOLE DETAIL* FOR FLEXIBLE THERMOPLASTIC PIPE COMPLY WITH ASTM

D2321, CASS IA, IB OR II (IDOT GRADATION CA15). NO SCALE

FOR RIGID PIPE COMPLY WITH ASTM C12, BEDDING CASS B.

HMA SURFACE COURSE MIXTURE C, 2” MIN

HMA BINDER COURSE IL—19, N50, 2 1/4” MIN

AGGREGATE BASE COURSE, TYPE B, MINIMUM 12” (OR MATCH EXISTING, WHICHEVER IS GREATER)

-BITUMINOUS MATERIALS (PRIME COAT)

SAWCUT FULL- DEPTH (TYP)

TOTAL THICKNESS TO MATCH EXISTING OR 4 1/4” (MIN),

WHICHEVER IS GRATER NOTE:PROJECT MANUAL REFERS TO ’’PROJECT SPECIFICATIONS” NOT TO IDOT SPECIFICATIONS.

EXISTINGSURFACE4’ OR LESS TO ANE~i

EDGE-RESURFACING OF ADJACENT ANE REQ’D (TYP) {B B

\/////////////////////////////////// / /y\// // // // // //////////////////////////A

f///////////////////////l

/////////////////////////A/////////////////////////A

/ / / // // // // // // // // // // // // l /////////////////////////// ///////////////////////////>

TYPE B DEPRESSED CURB & GUTTER, TYP

(SEE DETAIL THIS SHEET)4” ////////// ̂

//////////, /////// / /A \s///////A \//////t

\, , y y ‘

24” REFLECTIVE CRACK CONTROL FABRIC (TYP)

TOPSOIL

19”

\/ / ////////////////////////////

V///////////////////////V/////////////////////////// ///////////////////////////// ///////// / / /X.

V /,

FOR TRENCHES IN AWNS, PARKWAYS AND OTHER IMPROVED ARAS NOT SUBJECT TO VEHICUAR TRAFFIC. COMPACT MINIMUM LIFTS OF 12-INCHES TO 85% OF MAXIMUM DENSITY.

/////////////////// /////////////////////A

/ // // // // // // // // // // // /A///////////////////////////l /////

12”7” PROPOSED PAVEMENT SEE TRENCH DETAIL—

CM4^4////////////// /////,EXCAVATED

MATERIAL+ + + + ++ + + + + + f + + + + +UNDISTURBED SUBBASE-1 V y //// / Is / // // // // / / A// / / /

///////////////////////,//////////////////////A

V/////////////////////4

X PER FT.EXISTING AGGREGATE BASE+ + + + + +

f + + + + +Ml+ + + + + +

1’ SHELF (TYP)-1 zf + + + + +6”

+ + + + + +GRANUAR PIPE BEDDING *

AND COVER MATERIAL IDOT GRADATION CA15 UNLESS AN

ALTERNATE IS NOTED IN PROJECT MANUAL

\ 12” (MIN.) ALL PIPEf + + + + + * 1, °MTRENCH BACKFILL

100% CA-6 CRUSHED STONE OR GRAVEL

UNDISTURBED EARTH+ + + +f + + + + + ■T

+ + + + + +f + + + + ++ + + + + +

AGGREGATE BASE

\ COMPACTED GRANUAR COVER MATERIAL AS SPECIFIED IN PROJECT MANUAL

UNDISTURBED EARTH PROPOSED PIPELINE SEE PROJECT MANUAL OR

DRAWINGS

TYPE B DEPRESSED\ +WIDTH

12” OR SMALLER = 30” 14” TO 18”20” TO 24”

PIPE DIA. CURB & GUTTER DETAILCOMPACTED GRANUAR BEDDING MATERIAL AS SPECIFIED IN PROJECT MANUAL

PIPE MAXIMUM NO SCALE= 36” = 42”

TRENCH WIDTH

A ATYPICAL TRENCH DETAILNOTE:PROJECT MANUAL REFERS TO ’’PROJECT SPECIFICATIONS”, NOT TO IDOT SPECIFICATIONS.

NO SCALE

FOR NON-PAVED AREAS

* FOR FLEXIBLE THERMOPASTIC OR HDPE PIPE COMPLY WITH

ASTM 2321, CASS I OR II.TRENCH DETAIL IN CHASE AVENUE PAVEMENTNO SCALE

FOR RIGID PIPE COMPLY WITH ASTM C12, BEDDING CASS B.

1 2 3 54

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HIGHLAND HILLS

M-5

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

SHEET 1

STANDARD DETAILS

Page 14: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

STANDARD DETAILS

SHEET 2

M-6

I* WV Consulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

1 2 3 54

0-100 FEET PRESSURE GAUGE

SUPPORT POST

DIAPHRAGM SEALW/FLUSHINGCONNECTION

/OF FLONNGEOTECHNICALFABRIC SNUBBERz

z%* STN. STL. W/

y4" STN. STL. BALL VALVE

y2" STN. STL.BALL VALVE

o COMPACTED CLAYEY MATERIALl CDIro

CMV7

D Dy2" STN. STL.W7 V\\ z

CO

\\ c\ z 6"oo. / 2EXCAVATE TRENCH ON UPSTREAM SIDE OF POSTS AND EMBED 12” OF FABRIC

MIN.

PRESSURE GAUGE DETAILNO SCALE

SECTION

5-0” MAX.SUPPORT POST

GEOTECHNICALFABRIC

6” DIA. STEEL PIPE FILLED W/CONC. AT ELECTRICAL TRANSFORMERS AND ELECTRICAL PANEL. PROVIDE SMOOTH HDPE BOLLARD POST SLEEVE WITH DOMED TOP, YELLOW COLOR

oI

CONCRETE DRIVEWAY

XVXVX<4X<4X<4XXX \ \ \ \ \ \ \

l>>

c cf CONC.ENCASEMENT

4o

IV VV 4 ANOTE:SILT FENCE INSTALLATION SHALL COMPLY WITH AASHTO STANDARD SPECIFICATION 288-00.

' ;.25• <7

ELEVATIONU*

A'

SILT FENCE DETAILGUARD POST (BOLLARD) DETAILNO SCALE

NO SCALE

BLACK IRON PIPING BY CONTRACTOR:1 SIZE LARGER THAN SECONDARY REGULATOR DISCHARGE FLANGE N.P.T. & MIN. OF 6-0”TOTAL LENGTH FOR BUFFER STORAGE OF GAS TO ACHIEVE OPTIMUM ENGINE PERFORMANCE - ALL FITTINGS NOT SHOWN - ARRANGEMENT OF PIPING AT CONTRACTOR’S DISCRETION

GENSET ENCLOSURE

PIPE INCREASER BY CONTRACTOR

B BSECONDARY REGULATOR

BY CONTRACTOR (1/2-LB PSIG MAX. LEAVING REGULATOR)

METER BY GAS UTILITY CO. (2-LB PSIG LEAVING METER)

GAS MIXER BY MFR.OùPRIMARY REGULATOR

BY GAS UTILITY CO.

SHUT-OFF VALVE BY GAS UTILITY CO. ■0

SEDIMENT TRAP

CAPFIN. GRADE

SERVICE LATERAL BY GAS UTILITY CO. DEMAND REGULATOR BY MFR.

(< 1/4-LB PSIG LEAVING REGULATOR OR AS REQ’D.BY MFR.)

REDUCER & NIPPLE BY CONTRACTOR

RIGID & FLEXIBLE PIPING BY MFR.

NOTE:PROVIDE GAS METER AND PIPING W/REGUUVTORS, ETC. MT’D. ON BRACKETS OR SUPPORT STRUCTURE AS APPROVED BY GAS UTILITY CO.

A AELEMENTARY GAS SERVICE DIAGRAMFOR OUTDOOR GENSETS

NO SCALE

1 2 3 54

3”2”

.5”

0

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CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

SHEET 2

STANDARD DETAILS

Page 15: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PUSHBUTTONPROGRAMMABLE LOGIC CONTROLLER PANELPARTS PER MILLION PROBEPRESSURE SWITCH POUNDS PER SQUARE INCH PRESSURE TRANSDUCER POLYVINYL CHLORIDE RETURN ACTIVATED SLUDGE ROOMRUNNING TIME METERSHEETSHIELDEDSILENCESOLENOIDSINGLE POLE DOUBLE THROWSWITCHSWITCHGEARTIME DELAY RELAYTIMERTYPICALVOLTVOLTS ALTERNATING CURRENTWASTE ACTIVATED SLUDGEWATT-HOUR METERWATT METERWEATHERPROOFCLOSETRANSFORMER TRANSMITTER TWO POLE THREE POLE

ABBREVIATIONS & ACRONYMSA OR AMP. AMPERE

ACKNOWLEDGEABOVE FINISHED FLOORANNUNCIATORANTENNAAUTOMATICAUXILIARYBATTERYBUILDINGBREAKERCONDUITCABLECAPACITORCIRCUITCHANNELCOMMONCONDUCTORCONTROLCENTRAL PROCESSING UNIT CURRENT SENSING RELAY CURRENT TRANSFORMER DUAL ELEMENT DETECTOR

DISCONNECT SWITCH AUXILIARY CONTACT WIRES DISCONNECT DISSOLVED OXYGEN DOUBLE POLE DOUBLE THROW

GEC GROUNDING ELECTRODE CONDUCTOR GROUND FAULT CIRCUIT INTERRUPTER GROUNDHAND-OFF-AUTO SELECTOR SWITCHHEAVY DUTYHORSE POWERHIGH WATER LEVELINTRINSICALLY SAFE RELAYJUNCTION BOXKILOWATTKILOWATT HOURKILOVOLT-AMPERELIGHTLIGHTING PANELLIGHTINGLIGHTSLOW VOLTAGE LOW WATER LEVEL MILIAMPERE MANUALMOTOR CONTROL CENTERMANUFACTURERMILLION GALLONS PER DAYMOTOR MOISTURE SENSOR WIRESMOTOR OVERTEMPERATURESENSOR WIRESNEUTRALNORMALLY CLOSED NOT IN CONTRACT NON-FUSIBLE NUMBERNORMALLY OPEN OPENOVERLOADSOXIDATION-REDUCTION POTENTIAL

ACK. GFCIA.F.F. GNDANN

H.O.A.ANT.HDAUTOHPAUXHWL or H.W.L.BAT.ISRBLDG.JB or J. BOXBKR.KWCKWHCAKVACAPLGTCCT.LPCH

COM. LTGCOND.CONT.

LTSLV

CPU LWL or L.W.L.CSR MACT MAND.E. MCCDET MFR

MGDDSACWMMSWMOSWDISC.

D.O.DPDT N

N.C.EGC EQUIPMENT GROUND CONDUCTOR ENCLOSURE N.I.C.ENCL.

EX. or EXIST. EXISTINGFIBER OPTIC

N.F.NO.F.O.N.O.FU FUSE0FSBL FUSIBLEOLSORP

MOTOR CONTROL CENTER SYMBOLSB 0R $ 0R NON-FUSIBLE

DISCONNECTCIRCUITBREAKER

—oRUNNING TIME METER

| RTM |

0 FUSIBLEDISCONNECT

—o^-o—n~n—TIMER)s> MULTI-POSITION SELECTOR SWITCH o

)© CIRCUIT BREAKER WITH SHUNT TRIP

VOLTMETER"LOCAL-OFF-REMOTE”

’’HAND-AUTO”

’’HAND-OFF-AUTO”

"ON-OFF-REMOTE”

"ON-OFF-INTERMITTENT”

"FORWARD-REVERSE”

oL-O-R

H - A

H-O-A

(AM) AMMETER THERMAL OVERLOAD RELAY

_L MAGNETIC STARTER (1 =NEMA SIZE)ON-O-R 1© ALARM HORN TON-O-I

F-R100 EMERGENCY GENERATOR

100KW DESIGNATES SIZETRANSFORMERnryY'»KW

o PUSHBUTTONJL

HAND RESET POTENTIAL TRANSFORMERLIGHTING PANELLP Tn INDICATING (PILOT) LIGHTt-DISCONNECT SWITCH

(30A. UNLESS OTHERWISE NOTED)

CURRENT TRANSFORMER

GND.DETECTOR

FUSEMOTOR - APPROX. H.P. INDICATED

GROUND DETECTOR SYSTEM< >

3-PHASE SU|GE PROTECTOR-o o-m3

3 4

CONTROL SCHEMATIC SYMBOLS

-o o- PUSHBUTTON - NORMALLY OPEN MOMENTARY CONTACTTRANSFORMER

—Q I Q— PUSHBUTTON - NORMALLY CLOSED MOMENTARY CONTACT

FUSE —Q_I_Q—

MAINTAINED CONTACT TYPE PUSHBUTTONOVRLDS

MS MOTOR STARTER COIL W/ OVERLOADS

-o o- MULTI—POSITION SELECTOR SWITCH

- RTM - RUNNING TIME METER O- LIMIT SWITCH - NORMALLY OPEN

LIMIT SWITCH - NORMALLY CLOSED—o=dO—

INDICATING LIGHT—ÇxjCJO—

II SINGLE POLE DOUBLE THROW LIMIT SWITCH

PUSH TO TEST TYPE INDICATING LIGHT IO-

INDICATING LIGHT COLOR DESIGNATIONS:

A - AMBER B - BLUE C - CLEAR G - GREEN

O- LIQUID LEVEL - NORMALLY OPENOfY - YELLOW FL - FLUORESENT NE - NEON OP - OPALESCENT

0 - ORANGE P - PURPLE R - RED W - WHITE

LIQUID LEVEL - NORMALLY CLOSED

O- PRESSURE SWITCH - NORMALLY OPENCR

CONTROL RELAY

T PRESSURE SWITCH - NORMALLY CLOSEDPR POWER RELAY

OfO— TEMPERATURE ACTUATED SWITCH - NORMALLY OPEN

TDR TIME DELAY RELAY

—o—— TEMPERATURE ACTUATED SWITCH - NORMALLY CLOSED

ARALTERNATING RELAY NORMALLY CLOSED TIMER CONTACT - DELAY

OPEN WHEN COIL IS ENERGIZED

LRLATCHING RELAY NORMALLY OPEN TIMER CONTACT - INSTANT

CLOSE WHEN COIL IS ENERGIZED - DELAY OPEN WHEN COIL IS DE-ENERGIZED

FLOW ACTUATED SWITCH - NORMALLY OPENNORMALLY CLOSED TIMER CONTACT - INSTANT OPEN WHEN COIL IS ENERGIZED - DELAY CLOSE WHEN COIL IS DE-ENERGIZED

FLOW ACTUATED SWITCH - NORMALLY CLOSEDNORMALLY OPEN CONTACT(RELAY, MOTOR STARTER, OVERLOAD, ETC.)

NORMALLY OPEN TIMER CONTACT - DELAY CLOSE WHEN COIL IS ENERGIZEDjc-

O-NORMALLY CLOSED CONTACT(RELAY, MOTOR STARTER, OVERLOAD, ETC.)

5

LINE NO. RELAY CONTACT APPEARS ON

/^CR^V

vqio^t^N.O. CONTACTS0104, 01060103

0105CR0103-1 N.C. CONTACT

0104CR0103-2

if0105

CR0103-30106

DSLOT NO.-

RACK NO.—IAI=ANALOG INPUT AO=ANALOG OUTPUT DI=DIGITAL INPUT DO=DIGITAL OUTPUT

—TERMINAL NO.

r} *

AMANALOG INPUT AO=ANALOG OUTPUT DI=DIGITAL INPUT D0=DIGITAL OUTPUT

ADDRESS

} r

c

LIGHTING FIXTURE SCHEDULE

LITHONIA LIGHTING D-SERIES SIZE 1 LED LUMINAIRECAT. NO. DSX1 LED 60C 700 40K T2M MV SPA PER H5 DBLXD120V, BLACK FINISH WITH LITHONIA LIGHTING SSA 15 6J DM19AS FBC DBLBLACK FINISH POLE

B

A

5

1 2

SITE, BUILDING & STRUCTURE PLAN SYMBOLS

e POWER POLE

E

*>>

UNCONFIRMED UNDERGROUND CONDUIT

UNDERGROUND DUCT BANK

UNIT DUCT

OVERHEAD CABLE

CONDUIT CONCEALED IN BACKFILLED AREA

DIRECT BURIAL CABLE

UNDERGROUND CONDUIT

CONDUIT CONCEALED IN FLOOR SLAB

CONDUIT CONCEALED IN CEILING SLAB

CONDUIT CONCEALED IN WALL

CONDUIT CONCEALED ABOVE SUSPENDED CEILING

CONDUIT CONCEALED BELOW FLOOR SLAB

CONDUIT CONCEALED ABOVE ROOF/CEILING SLAB

CONDUIT CONCEALED ABOVE GYPSUM BOARD CEILING

EXPOSED SUPPORTED CONDUIT

EXPOSED CONDUIT ON WALL

EXPOSED CONDUIT ON CEILING

EXPOSED CONDUIT BELOW PLATFORM

LIGHT FIXTURE - ( )= CKT. NO. SEE LIGHTING FIXTURE SCHEDULEDB

UD

FLOOD LIGHT FIXTURE - ( )= CKT. NO. SEE LIGHTING FIXTURE SCHEDULE

OH

CF

UCD LINEAR LIGHT FIXTURE - ( )= CKT. NO.

SEE LIGHTING FIXTURE SCHEDULEU

F

CEXIT LIGHT - ( )= CKT. NO.SEE LIGHTING FIXTURE SCHEDULE

W QE]( )AC

CSEMERGENCY LIGHT - ( )= CKT. NO. SEE LIGHTING FIXTURE SCHEDULECC

( )AG / \CS

EWEMERGENCY LIGHT REMOTE LIGHT HEAD SEE LIGHTING FIXTURE SCHEDULEEC

EP(6)ER EXPOSED CONDUIT ON RAILING

FLEXIBLE CONDUIT

FLEXIBLE CABLE OR CORD

DOT INDICATES CHANGE IN CONDUIT ELEVATION OR CONNECTION TO FLEXIBLE CONDUIT

MOTOR - APPROXIMATE HORSE POWER INDICATED ( ) = CIRCUIT NO. WHEN INDICATED

5AAAAAAAAAA

rtrm/i/i/i/irmnMOTORIZED VALVE OPERATORMV

3/4”C-4 #12

I >Sc<INDICATES CONDUIT SIZE AND NO. & SIZE OF CONDUCTORS

EXISTING LIGHT FIXTURE

C1 —12

I ISC 1 EXISTING LINEAR LIGHT FIXTUREINDICATES CONDUIT TYPE & NO.SEE CONDUIT SCHEDULE

EXISTING CONDUITS( * SAME DESIGNATIONS AS PROPOSED)

I_____

*EXISTING MOTOR/ /

* EXISTING CONDUITS TO BE REMOVED ( * SAME DESIGNATIONS AS PROPOSED)\_/v vC EXISTING LIGHT FIXTURE

TO BE REMOVEDEX;

✓ \

NOTE: UNDESIGNATED CONDUITS = 1/2”C - 2#12 y—vEXISTING LINEAR LIGHT FIXTURE TO BE REMOVED

(EX'>■__«

EXISTING MOTOR TO BE REMOVED

[DS^SAFETY DISCONNECT SWITCH

24”120V DUPLEX RECEPTACLE - ( )= CKT. NO. 24" = MOUNTING HEIGHT ABOVE FLOOR

ec0 MANUAL MOTOR STARTER(D

nr DRUM REVERSING SWITCH 120V SINGLE RECEPTACLEe-20Ae- 240V, 20A, SINGLE RECEPTACLE

480V, 3 PHASE RECEPTACLE

□ OUTLET BOX OR JUNCTION BOX

@To"15.0 ELECTRIC UNIT HEATER APPROX. SIZE INDICATED

OR S1 SINGLE POLE TOGGLE SWITCHKW

S2 DOUBLE POLE TOGGLE SWITCH

S3 THREE-WAY TOGGLE SWITCHEWH ELECTRIC WATER HEATER

S4 FOUR-WAY TOGGLE SWITCH

| EWC | ELECTRIC WATER COOLERS1/0S SINGLE POLE TOGGLE SWITCH WITH

OCCUPANCY/VACANCY SENSOR

THREE-WAY TOGGLE SWITCH WITH OCCUPANCY/VACANCY SENSOR

JUNCTION BOX

INDICATES WEATHERPROOF DEVICE

INDICATES EXPLOSIONPROOF DEVICE

INDICATES EXISTING DEVICE

PC PHOTOCELL S3/0S

© THERMOSTATJBB © HUMIDISTAT WP

XP

© AQUASTATEX

© FLOAT SWITCH H/S FIRE ALARM HORN/STROBE

© LEVEL TRANSDUCER OR LEVEL TRANSMITTER <0 SMOKE DETECTOR (HD = HEAT DETECTOR)

© PRESSURE TRANSMITTER

FIRE ALARM BELLFB© LIMIT SWITCH

a ALARM HORN© SOLENOID

a COMMUNICATIONS SPEAKER©DISSOLVED OXYGEN PROBE

m TELEPHONE JACKOXIDATION REDUCTION POTENTIAL PROBE

DATA JACK

© pH PROBE

o© VACUUM SWITCH ’’UP-STOP-DOWN” PUSHBUTTON STATION

omEMH ELECTRIC MANHOLE

’’ON-OFF” SELECTOR SWITCH W/ SPRING RETURN TO CENTER POSITION□EHH ELECTRIC HANDHOLE

I MOMENTARY CONTACT ’’START-STOP” PUSHBUTTON STATIONINSTRUMENTATION/CONTROL DEVICE

(XXXX - SEE TABLE BELOW)XXXX201A 1

MAINTAINED CONTACT ’’START-STOP” PUSHBUTTON STATION

XXXX

1 MOMENTARY CONTACT ’’START-STOP” PUSHBUTTON STATION W/ HASP HOLD ON STOPF = FLOW

L = LEVEL P = PRESSURE T = TEMPERATURE K = TIME Z = POSITION

C = CONTROLLER I = INDICATOR R = RECORDER T = TRANSMITTER Q = QUANTITY (TOTALIZE)

V = VALVE

0 ’’STOP-HOLD” PUSHBUTTON STATION W/ HASP HOLD

E = PRIMARY ELEMENT S = SWITCH V = VALVE

1 2

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:

PVTDESIGNED BY:

RGEDRAWN BY:

HDHCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

NEW LIFT STATION

ELECTRICAL SYMBOL LIST

AND LIGHTING FIXTURE SCHEDULE

ELECTRICAL DETAILS

E-1

lAlConsulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

7°C

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HIGHLAND HILLS

E-1

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

ELECTRICAL DETAILS

AND LIGHTING FIXTURE SCHEDULE

ELECTRICAL SYMBOL LIST

NEW LIFT STATION

Page 16: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

1 2 3 54

N\\\

►Industrial Building\

\

/I\\

7 0^

i\/2 41 2 ” Ys ~ — '709--__D D9” " 708

\ xl iN \\

I\ \ \"70 \ \\ \0s \3> / \\ \p6S \ \! \ \

\90,3^ \ 5 / /\ ii4. ^ (/NOTES:7 1\ //

1. EXISTING UTILITY INFORMATION IS APPROXIMATE, VERIFY. DEMO EXISTING ELECTRICAL ENCLOSURE ONLY AFTER NEW SUBMERSIBLE PUMP STATION IS FULLY OPERATIONAL

j\!^704-^ i o :

V26” cr o<9 ' r~z SANITARY SEWER

MANHOLE 25151 RIM 709.66 18” S 702.71

r-Y /&f> I

, 143 2. COORDINATE WITH COMED FOR SERVICE UPGRADE FOR NEW 200A, 240V, 3-PHASE, OPEN-DELTA METER AND SERVICE. SEE PROJECT MANUAL FOR PHASING REQUIREMENT.A. CONTRACTOR TO RUN SECONDARY FEEDERS TO NEW POLE LOCATION AND

COORDINATE NEW SERVICE WITH COMED FIELD ENGINEER. MUST MAINTAIN EXISTING PUMP STATION IN SERVICE UNTIL NEW PUMPS ARE FULLY FUNCTIONAL.

zNTrees & Brush I

7dtvl l/\"704

/\ r~-

,4 (\i

\ o7 IcS° I/A /

hY7 «ypy~ ,i\ l ^^ ii \ 3. PROVIDE GFCI RECEPTACLE WITH WEATHER TIGHT COVER. MOUNT RECEPTACLE

ON EXTERIOR SIDE OF ELECTRICAL AND CONTROL CABINET._____ ^705 10 \ \EM \4*5 4 n1

4. PROVIDE 3/4”C-2 #10, 1 #10 EGC FROM 15A CIRCUIT IN ELECTRICAL AND CONTROL CABINET TO LIGHT POLE. PROVIDE ^PE ”A” FIXTURE AND POLE AS INDICATED ON LIGHTING FIXTURE SCHEDULE ON SHEET E-1. SEE SHEET E-3 FOR LIGHT POLE DETAIL. PROVIDE MOTION SENSOR WITH BYPASS OPTION FOR MANUAL ”ON” SWITCH MT’D TO EXTERIOR SOUTHWEST END OF ELECTRICAL AND CONTROL CABINET.

- 706=^ ;/• —-& 7&-----------/ ■\ ,

/ \/ i F’i Y707/ i

Y/ p /Y /1Y \

S ELECTRICAL AND CONTROL CABINET

708 / /\Y Z. EXISTING GAS MAIN

1 CONDUIT i- j// o. i

/ \3 CONDUITS i/\ > i/ Tr^iC C■x-(3)DRIVE ISOLATION /

TRANSFORMERS-------- y/ i/ 99 ■r- \ II\ 00 /V I/ !\ // "4 \\ ?> \t // t U v\\ ■X'/ \ i2 CONDUITS

(TYP FOR 3)4/ METER MANHOLE/. o\

/\ \\ \V/ Y. 1 \. / / / 1/ ^'708^V/ ►\1 CONDUIT

SEE NOTE 4. \y. Av l\ 4 ii. / A /\. /

709. / 9? 5 CONDUITS \7'HHV1 / \/\ // NY-\ \""\ o Ü5 CONDUITS \/\ /\ //\ /i\tX /ENGINE-GENERATOR\ / / ! zA 1I z/ l Ü WEIR MANHOLE

SANITARY SEWER MANHOLE (NO MANHOLE #)RIM 709.93 18” S 702.42 18” IN 702.43

/ li 4 h\ \y i\\4/\\ fo //i 2 CONDUITS /\\ YY :. A-i I >\ o. ;X\ *\ VALVE VAULTY/I \o A

'GROUND ROD- , (TYP FOR 2)

1 \ 00O/ \ Sr/ l\ 1 o

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1 \\ x/ Y, Y EX ELECTRICAL

SERVICE POLE TO BE REMOVED BY OTHERS (COMED)

\ o/ o\\ )5D PRIVATE DRIvt\/ \% NEW COMED POLE & TRANSFORMERSSEE NOTE^j2

1--------" A/ o\\ \\ 18”\/ 'X .\/ o \! \/ \

\ X7\/ a/ \ O./ \ \\/ \ \/ \\ .\ \/ . . SANITARY SEWER

MANHOLE §5577 RIM 709.50 18” E 702.60

18” N 702.63

12” SW 702.61

/ 5TV\ \iK \% \

\ ./ \ \ o;./ \ \\ \\ \ \\\ \ A\ .\B B.\ \ \\ A

\ O,\ s<lr\\S S3)%\\ \\

WORK BY OTHERS (COMED)

\\ X\

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MANHOLE #5578 RIM 709.46 12” ME 703.17 8” S 703.17

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MANHOLE #5178

RIM 705.79 15” NE 687.37

15” SW 687.37

z\ ' I\ I. X'c1I oI\ mL \A Al15”i \ i i» \\ y IIO\ \ \Y\ \\ r~\l A\ \ X\\i o|p 1\1 p O\ \

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SCALE: 1 ”= 1 O’—0”

1 2 3 54

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:KSDESIGNED BY:HLN/JAJDRAWN BY:JSPCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

NEW LIFT STATION

ELECTRICAL SITE PLAN

ELECTRICAL DETAILS

E-2

R W^Consulting Engineers

BAXTE 00DNAN

CONSULTANTS

MILESTONE

FORBIDDING

3”2”

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ENGINE-GENERATOR

ELECTRICAL ANDCONTROL CABINET

WET WELL

VALVE VAULT

METER MANHOLE

(3)DRIVE ISOLATIONTRANSFORMERS

HIGHLAND HILLS

E-2

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

ELECTRICAL DETAILS

ELECTRICAL SITE PLAN

NEW LIFT STATION

©

N

Page 17: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SAIQFPMETR

180191.40PROJECT NO:

SCALE:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

AS NOTED 12-5-19

KS

JAJ

JSP

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

NEW LIFT STATION

ELECTRICAL PLAN

AND DETAILS

ELECTRICAL DETAILS

E-3

Consulting EngineersBAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

54

2”C—3 #6 (240V, 30)

1 #10 E.G.

4 #14

EACH

TO PUMP CONTROL PANEL

STN STL SUPPORT& 1”C-1 LEVEL XMTR. CA.SX

NOTES:INTERMEDIATE JB SEE NOTE 6 (TYP FOR 3) ------------- —

------%”C-6 #14 (INTRUSION, FLOATS)

INTERMEDIATE JB SEE NOTE 7

%”C-6 #12 2 #12 EGC

1 #10 EGC (FIT ONLY)

(SUMP PUMP, FIT)

l—U TO ELECTRICAL AND CONTROL CABINET SUPPORT ALL PUMP CABLES AND SUBMERSIBLE LEVEL XMTR CABLES IN WET WELLS WITH STAINLESS

STEEL OPEN-WEAVE GRIPS (KELLEMS, OR EQUAL) ATTACHED TO HOOKS FASTENED TO ACCESS HATCH FRAME.

1.D D

m2”C—PUMP MFR PWR CA

W -v 2. PROVIDE STAINLESS STEEL SUPPORT CABLE ATTACHED TO HOOK FASTENED TO UNDERSIDE OF TOP SLAB FOR SUBMERSIBLE LEVEL XMTR., 1 ”C—3 FLOAT SWS CA.

1”C-1 LEVEL XMTR. CA./

%”C-4 #14 (FLOATS)£CONDUIT NIPPLE OF SIZE REQUIRED FOR

CABLE(S) RUNNING FROM WET WELL TO JB, WITH INSULATING BUSHING ON WET WELL

END AND CAULKED WITH DUCT SEALING COMPOUND ON JB END (TYP FOR 5).

<7:

. A PROVIDE TWO SINGLE (NOT DUPLEX) NON-GFCI RECEPT. © 36” A.F.F. IN SURFACE MTD. WP BOXES IN VALVE VAULT FOR SUMP PUMP & DEHUMIDIFIER. PROVIDE WP COVER OF TYPE THAT IS FULLY CLOSABLE WHEN SUMP PUMP PLUG AND PIGGY-BACK CONTROLLER ARE PLUGGED IN & DEHUMIDIFIER IS PLUGGED IN.

3.: a.

C-SUBMERSIBLE LEVEL XMTR SEE NOTE THIS SHEET \4 DEHUMIDIFIER :

(BY OWNER);%”C-2 2/C SHLD CA (FLOW, PULSE)'4LT\W 4 <7 N

4WHIislMFr!

4 4. MOUNT FLOOD ALARM FLOAT SWITCH IN SUMP SO THAT FLOAT SWITCH IS ACTIVATED ABOVE SUMP PUMP PIT ELEV.

15>\ *' dSUBMERSIBLE

PUMP NO. 1FS. ✓ t

WP-JB(TYP)

5. MOUNT FLOOD ALARM FLOAT SWITCH IN METER MANHOLE SO THAT THE FLOAT SWITCH IS ACTIVATED ABOVE DRAIN HOLE.

WP-JB4?WET WELL <7

DEHUMIDIFIER RECEPT. (DEHUMIDIFIER BY OWNER)

e-(PRECAST CONC. MANHOLE SECTIONS) f <7

EH= 1 6. PROVIDE NEMA 3R STAINLESS STEEL INTERMEDIATE JUNCTION BOX FOR NON-INTRINSICALLY SAFE CIRCUITS MOUNTED ON UNISTRUT SUPPORTS:

OVERALL DIMENSIONS AS REQUIRED.TWO (2) NIPPLES THROUGH SIDE OF WET WELL, EACH FOR 1 POWER CABLE AND 1 SENSOR CABLE PER PUMP.PLASTIC INSULATING BUSHING ON WET WELL END OF EA. NIPPLE THROUGH SIDE OF WET WELL. CAULK EACH NIPPLE W/DUCT SEALING COMPOUND WHERE CABLES ENTER JUNCTION BOX TO PREVENT MOISTURE IN JUNCTION BOX.PROVIDE SCREW-COMPRESSION TERMINALS INSIDE JUNCTION BOX FOR CONNECTION OF CABLE LEADS TO WIRES RUNNING TO ELECTRICAL ENCLOSURE.PROVIDE LOOSE FITTING PIECE (LENGTH AS REQUIRED) OF CARLON ”P&C FLEX”, UV RESISTANT

FLEXIBLE CONDUIT SLEEVE (WITHOUT END FITTINGS) TO PROTECT CABLES WHERE EXPOSED TO SUNLIGHT.

4 4FLOODING ALARM (FSY a.u

b.(e- FS.;\4 4 4A

SUMP RUMP/,, c.<j d.63K\

15 -Q-<MAGNETIC FLOW METER SEE FLOW METER GROUNDING DETAIL THIS SHEET

SUBMERSIBLE PUMP NO. 2

e.

FLOODING ALARM SEE NOTE 5

f.

am<7 ' ' %”C-2 #14 (FLOAT)■ <^ v A

4_

3/4”C-4 #12 1 #12 EGC

7. PROVIDE NEMA 3R STAINLESS STEEL INTERMEDIATE JUNCTION BOX FOR INTRINSICALLY SAFE CIRCUITS MOUNTED ON UNISTRUT SUPPORTS:

a. OVERALL DIMENSIONS AS REQUIRED.b. ONE (1) NIPPLE THROUGH SIDE OF WET WELL FOR 3 FLOAT CABLES.c. ONE (1) NIPPLE THROUGH SIDE OF WET WELL FOR 1 SUBMERSIBLE LEVEL XDCR. CABLE.

d. ONE (1) NIPPLE THROUGH SIDE OF WET WELL FOR INTRUSION ALARM LIMIT SWITCH CABLES.e. PLASTIC INSULATING BUSHING ON WET WELL END OF EA. NIPPLE THROUGH SIDE OF WET WELL.f. CAULK EACH NIPPLE W/DUCT SEALING COMPOUND WHERE CABLES ENTER JUNCTION BOX TO

PREVENT MOISTURE IN JUNCTION BOX.PROVIDE SCREW-COMPRESSION TERMINALS INSIDE JUNCTION BOX FOR CONNECTION OF CABLE LEADS TO WIRES RUNNING TO ELECTRICAL ENCLOSURE,

h. DO NOT SPLICE SUBMERSIBLE LEVEL XDCR CABLE. XDCR CABLE MUST RUN CONTINUOUSLY (UN-SPLICED) FROM XDCR. TO PANEL IN ELECTRICAL ENCLOSURE.

PROVIDE LOOSE FITTING PIECE (LENGTH AS REQUIRED) OF CARLON ”P&C FLEX”, UV RESISTANT

FLEXIBLE CONDUIT SLEEVE (WITHOUT END FITTINGS) TO PROTECT CABLES WHERE EXPOSED TO SUNLIGHT.

SUBMERSIBLE PUMP NO. 3OUTLINE OF ACCESS

HATCH ABOVE (TYP)

12” 4’ELECTRICAL PLAN 0 1 2

N 3/8”=1’—0” g-SCALE: %" = 1’-0”

i.LUMINAIRE TYPE "A"SEE LIGHTING FIXTURE SCHEDULE E-1

FLOOD ALARM FLOAT SWITCHES: MCMASTER CARR #50195K11 N/C IN RESTING (DRY) POSITION.8.

*9” B.C.

I\

\ J

BASE FOOTPRINT

4” SQUARE STRAIGHT ALUM. POLE WITH .125” THICK WALL AND DARK BRONZE FINISH t 10 EGC FROM GROUNDING BUSHING ON

ONDUIT OR GROUND LUG IN JUNCTION BOX FROM 120 VOLT PANEL-----------------------

B BRH

A■ * X oCO

#10 EGC—«

1 ’4’ A CN

FLOW METERro

GROUNDING LUG

SECTION A-A #10 EGCLINING PROTECTOR

o ORlGROUND RING CABLE CONNECTION POINT

inË 3 Ë 3TOP 10” OF ANCHOR BOLTS &

HARDWARE SHALL BE GALVANIZED

3 ADDITIONAL HOOPS TOP & BOTTOM

1" CHAMFER

3 3ro

CN1 1*

TT77 K TOP OF FOUNDATION FORMED MIN. 9” BELOW GRADE LINE Ë 3 Ë 3CM l

nto III #6 GROUND WIREn LINING PROTECTORMETAL PIPE

lCM ORV —

GROUND RING2” P.V.C. DUCT 18” MIN. RAD.

PIPE FLANGE (TYP)z

METER FLANGE

oAl lAI2” X 4” -

HANDHOLE FLOW METER GROUNDING DETAILin8 #7 REBARS

3/4” X 10’ COPPERCLAD GROUND ROD

#4 SPIRAL W\6” PITCH

NO SCALEV

ro AI00

3”T T 3” MIN.BOT/ANCHOR BOLT

NOTES:1. SEE STRUCTURAL GENERAL NOTES ON SH. M-42. ALL FOUNDATIONS ARE DESIGNED TO BE LOCATED

ON SLOPES NOT EXCEEDING 2:1 WHERE SOILS HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF AT LEAST 1.0 TSF. THE CONTRACTOR SHALL VERIFY THE SOIL STRENGTH DURING DRILLING FOR CONCRETE FOUNDATIONS.

2’—0”TOP & BOTTOM

FOUNDATIONSEE FOUNDATION DETAIL

15' LIGHT POLE WITH LUMINAIRENO SCALE

5

3”2”

0

.5”

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EFER

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E-3

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

ELECTRICAL DETAILS

AND DETAILS

ELECTRICAL PLAN

NEW LIFT STATION

Page 18: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SAIQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:PVTDESIGNED BY:RGEDRAWN BY:HDHCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

NEW LIFT STATION

ELECTRICAL DETAILS

E-4

R&W^^^Consulting Engineers

BAXTE OODMAN

CONSULTANTS

MILESTONE

FORBIDDING

2 3 54

EXTERNAL

ELECTRICAL AND CONTROL CABINET EXTERNALr

UTILITYMETER r80KW NATURAL GAS

EMERGENCY ENGINE-GENERATOR 240 VAC3-PHASE 4-WIRE W/LINE BREAKER

3K2” C4 #500 KCMIL 1 |4 EGC

2” CUTILITY SERVICE POLE MOUNTED TRANSFORMERS

240VAC 3PH-4WIRE (OPEN DELTA)

200A4 #250 KCMIL 1 #6 EGC r- 3P-4W3/4” C

ATS 300A SERVICE ENTRANCE RATED

FUSED DISCONNECT

200A 3PH-4POLE 240 VAC

<§> 200A 240VAC 3PH-4P0LE(\

-

)-Im i--| r

LD DL J

2”C—4 #250KCMIL 2”C—4 #250KCMIL

SPD

I GROUND PER THE NEC2” C<§> V/P4 #250 KCMIL 1 #6 EGCI3/4”C-4 #10

2 #10 EGC(BATT. CHGR. BLK. HTR.) I@ cJ

GENERATOR RECEPTACLE (AR20034RS, 200A, 3W, 4P, STY.2)

PUMP CONTROL

PANEL WITH VFDS

r MANUALTRANSFER SWITCH

300A FUSE, 240VAC 3PH-4POLE

NOTES:y2"C-2 #14TO MISSION

MISSION TO CELLULAR

ANTENNA THE WET WELL IS A CLASS 1, DIVISION 1, GROUP D HAZARDOUS AREA, ALL ELECTRICAL WORK WITHIN WET WELL SHALL COMPLY WITH ARTICLE 500 OF THE LATEST N.E.C. AND LOCAL CODES.

1.<5>

2. PROVIDE GROUNDING AND BONDING IN ACCORDANCE TO ARTICLE 250 OF THE N.E.C.

4<£> 2

MISSIONCABINETENCLOSUREINTRUSION

PROVIDE 12VAC POWER SUPPLY FOR MISSION RTU. PROVIDE N/C DRY CONTACTS TO CONNECT TO MISSION RTU. ADD (1) DIGITAL EXPANSION CARD (N/O CONTACTS FOR A TOTAL OF 16 DIGITAL INPUTS.

3.RTUYl c—2 #14-------

TO MISSION©MFR. CA.

1 "C-2SEE NOTE 4 1010 EGC 2” C1

4 #250 KCMIL 1 #6 EGC

PROVIDE MISSION M800 RTU IN MANUFACTURER’S STANDARD NEMA 1 ENCLOSURE FOR INDOOR WALL MOUNTING. MOUNT THE NEMA 1 ENCLOSURE INSIDE SEPARATE NEMA 3 ENCLOSURE: 16” X 16” X 6” MIN. DIMENSIONS, IP56, 14 GAUGE 316L STAINLESS STEEL. MOUNT THE NEMA 3R ENCLOSURE INSIDE OF THE ELECTRICAL AND CONTROL CABINET.

4.1 ”C—3 6

INT. SAFE SECTION

1 #8 EGC FOR EACH SCREW PUMP

%”C—2 #10, 1 #10 EGC)*/SPD

PCPHEATEREUH-1

SEE NOTE 10 cc PROVIDE ADEQUATE SLACK IN INSTRUMENTATION CABLES FOR MOUNTING AND MAINTENANCE. SPLICING OF INSTRUMENTATION CABLES NOT PERMITTED.

5.3 PHASE 300A 3P-4W WP*

GFCIPCP240V RECEPTACLEVENTILATION PROVIDE VOLTAGE AND PHASE SENSOR ON UTILITY FEEDER TO ALARM MISSION IF UTILITY FAILS.

6.LOAD CENTER PDP-1 FAN

@

PROVIDE WIRING PER MANUFACTURER RECOMMENDATION ON SURGE PROTECTION DEVICES. SIZE BREAKER ACCORDINGLY TO MANUFACTURER’S RECOMMENDED SURGE PROTECTION NEEDED.

7.

( c2 J

8. SPLIT FLOOD ALARM SIGNALS TO PROVIDE INDIVIDUAL ALARMS TO PUMP CONTROL PANEL AND A COMMON VAULT FLOOD ALARM TO MISSION RTU PANEL.

L SPLIT FLOW SIGNAL TO PUMP CONTROL PANEL AND TO MISSION RTU PANEL.9.WP<§> ( CSEE NOTE 9 GFCI 10. SPLIT BACKUP FLOAT ALARMS TO PROVIDE INDIVIDUAL ALARMS AND A COMMON

FLOAT ALARM TO MISSION RTU PANEL.2 2

RECEPTACLESEE NOTE 8

© © 2”C—3 6INTERMEDIATE PULL BOX (TYP) SEE SH E—7 FOR DETAIL

1 #10 EGC4 #14 (SEAL FAIL, OVERTEMP)

FOR EACH PUMP %”C-2 #12, 1 #10 EGC (FIT)4 #12, 1 #12 EGC (SUMP PUMP & DEHUMIDIFIER RECEPTS)MB IJB IJB IJBC FOR FLOAT Sc TRANSDUCER

CABLE MOUNTED TO S.S. CABLE ISOLATIONXFMR-1

SUPPORT ALL CABLES IN WET WELL FROM THE HATCH COVER BY S.S. OPEN WEAVE, MESH TYPE CABLE GRIPS (KELLEMS OF EQUAL)

@ISOLATIONXFMR-2

\ \

ISOLATIONXFMR-3

120V POWER SUPPLYLT

FS WP-JB15/ / \2 CONDUITS: 2”C—3 #6

/ \ / \ (2) 2/C SHLD CA (FLOW, PULSE) \

FS) (FSHYDROSTATIC LEVEL TRANSMITTER W/AUTO SWITCH

B BVAULTFLOODING WP-JB1 #10 EGC

FOR EACH CONDUIT/XFMR ^2^©02/ \ / \/

\ i i \\eri * X15 FLOW METERHIGH WATER LEVEL ALARM FLOAT i ei i

20A GROUNDED OUTLETS SEE NOTE 3 SH. E-3LEAD FLOAT 3 /\\ / \ /

/\/ /\ \LOW WATER LEVEL ALARM FLOAT FSSUMP PUMP15

\ / \ // /\ \

MANHOLEFLOODINGVALVE VAULT

\SUBMERSIBLE PUMP (TYP FOR 3)

ALL SUBMERSIBLE PUMPS TO BE A MAXIMUM OF 15 HP W/42A FLA. @240VCONNECTED TO VFD IN PCP WET WELL METER MANHOLEVALVE VAULT

CONTROLSCONDUIT AND CABLE SCHEDULE

NO. WIRES FROM TO COMMENTSDIA MATERIALA A3/4" (1) 2/C SHLD CA. 1" SCH-80 PVC CONDUIT FOR UNDERGROUND INSTALLATIONCl RGSC HYDROSTATIC LEVEL SENSOR PUMP CONTROL PANEL

3/4" RGSC/PVCC2A 2 #14, 1 #14 EGC FLOAT SWTCH METER MAN HOLE JUNCTION BOX FLOOD ALARM

3/4" RGSC/PVCC2B 4 #14, 1 #14 EGC FLOAT SWITCHES MISSION RTU PANEL COMMON VAULT FLOOD ALARM

3/4" RGSC/PVC 1" SCH-80 PVC CONDUIT FOR UNDERGROUND INSTALLATION6#14 & 1#14 EGCC2C FLOAT SWITCHES PUMP CONTROL PANEL

3/4"C3 RGSC RS485 CABLE, 2 #14, 1 #14 EGC AUTOMATIC TRANSFER SWITCH GENERATOR CONTROLLER START

3/4" PUMP CONTROL PANEL/MISSION RTU PANEL4#14 & 1#14 EGCC4 RGSC GENERATOR CONTROLLER RUN, FAIL FEEDBACK

3/4" ATS STATUS/POWER STATUSC5 RGSC RS485 CABLE AUTOMATIC TRANSFER SWITCH PUMP CONTROL PANEL

3/4" (1) 2/C SHLD CA.C6 RGSC SCREW PUMP CONTROL PANEL MISSION RTU PANEL WET WELL LEVEL

(16) 2/C SHLD CA. 12VAC CONTACTS (12 DISCRETE SIGNALS, (4) 2/C SPARE)2"C7 RGSC SCREW PUMP CONTROL PANEL MISSION RTU PANEL

3/4" (1) 2/C SHLD CA. MISSION RTU PANEL/PUMP CONTROL PANELC9 RGSC FLOW METER FLOW RATE

2 3 54

3”2”

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HIGHLAND HILLS

E-4

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

ELECTRICAL DETAILS

NEW LIFT STATION

Page 19: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

EXISTING LIFT STATION ONE-LINE DIAGRAM SCALE: AS NOTED12-5-19DATE:

PVTDESIGNED BY:

RGEDRAWN BY:

HDHCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLEA A

EXISTING LIFT STATION

ONE-LINE DIAGRAM

TO BE DEMOLISHED

ELECTRICAL DETAILS

E-51 2 3 54

HOA NEMACOMB.

STARTERS2

STARTER

2 3

COMED240V, 3-PHASE

OPEN-DELTA

CELLULARANTENNACOMED

METER NO. 230-065-165

r240V, 3PH, 4W, XX KA, PUMP CONTROL PANEL

r

200A

240V, 3PH, 4W, 30 COT DISTRIBUTION PANELBOARD

o j°^

200A

(SEE PANELBOARD DETAIL)

POWERTRONTRANSFER

SWITCH

HYDRO­RANGER

MILLTRONICOCM

III

54

HIGH ”B” PHASE D

? ABC O O O♦

50A 50A1 O ! o—2O ! Ch 1i i

i i

O i o O I Ô—1SCREW PUMP NO.1 SCREW PUMP N0.2i

—o o o o—^

20A 20A7 8O CH> o oSTARTER 1 CONTROL STARTER CONTROL

BLANK -—O O O O-^----- BLANK

11 O ----- BLANKo oBLANK

30A 20A^-O ! O O O 14 GENERATOR BATTERY CHARGER

i20AINSIDE STATION HEATER

o o-11^-o a GENERATOR BLOCK HEATER

Izo a O O-^rBLANK BLANK

20A1£o Of o ENCLOSURE HEATERS

20A 20AEXHAUST FAN I21 Q Q O O 22| ♦MISSING LABEL

20A 20A^-O O O o^iINSIDE LIGHTS ♦MISSING LABEL

20A 20A cTUNNEL LIGHTS |25 Q Q-n- O O 26| SPARE (8/2015)

20A 20A

Fo a O O 28| MILLTRONICS OCM III & HYDRO RANGER♦MISSING LABEL

15A 15AALARM & CONTROLS I29 Q O

FOR FLOAT BOXO O 50| SPARE (8/2015)

L JEXISTING DISTRIBUTION PANELBOARD

225A BUS ML0 120/240V, 30, 4-WIRE

(LOCATED IN PCP)

NOTE:1. FULLY MAINTAIN OPERATION OF EXISTING LIFT STATION UNTIL NEW SUBMERSIBLE PUMPING STATION IS FULLY

OPERATIONAL. SEE SHEET E-2 FOR DETAIL.

B

MISSIONRTU

200AN0N-FUSED

MTS

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

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MP #

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HIGHLAND HILLS

E-5

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

ELECTRICAL DETAILS

TO BE DEMOLISHED

ONE-LINE DIAGRAM

EXISTING LIFT STATION

Page 20: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

NEW LIFT STATION ONE-LINE DIAGRAM

2

ISOLATIONXFMR-1

ISOLATIONXFMR-2

ISOLATIONXFMR-3

2

COMED240V, 3-PHASE, 4-WIRE

OPEN-DELTAN/

NEWCOMEDMETER

r240V, 3PH, 4W

PUMP CONTROL PANEL200A FUSED SERVICE ENTRANCE

DISCONNECT SWITCH

1

240V, 3PH, 4W, 30 COT DISTRIBUTION PANELBOARDSPD

(SEE PANELBOARD DETAIL)N

300A 300AFUSEDATS LN

4-POLE MTSLE4-POLE

APPLETON POWERTITE RECEPTACLE

CAT NO. AR20034RS 200A, 3W, 4P, STY-2

(REQUIRED)

PUMPCONTROL

PANEL

INTERIORLIGHTS

15HP 15HP 15HPVFD VFD VFD

1

D

I I80KW)

60

NATURAL GAS EMERGENCY

ENGINE-GENERATOR

c

B

A

1

EXTERIORLIGHTPOLE

3 54

MISSION CELLULAR ANTENNA (MOUNT ON SIDE OF ELECTRICAL

AND CONTROL CABINET)HIGH ”B” PHASE D

? ABC O O O1

50A 50A1 O ! o—2O ! CH>

i ii i

O i o O I Ô—11 SUBMERSIBLE PUMP N0.1 VFD SUBMERSIBLE PUMP N0.1 VFDi

—o o o o—^

50A 20A7 8O ' CH> O ! O

ii

—O I o O iMISSION SPDSUBMERSIBLE PUMP N0.3 VFDRTU i

11 o o-11o o20A 20A

o O o-^----- ENCLOSURE HEATERSLEVELINDICATOR

ENCLOSURE FAN*T0 LEVEL TRANSMITTER (WET WELL)

O O 1615 o aBLANK (208V) BLANK (208V)

15A 20AFLOWMETER 1Lo a o o-^*T0 MAG METER

(METER MANHOLE)INTERIOR LIGHTS GENERATOR BATTERY CHARGER

15A 20A

1£o Of oEXTERIOR LIGHTS GENERATOR BLOCK HEATER

ENCLBLANK (208V) |21 O O O O 22| BLANK (208V)FAN

20A 20A

a oINTERIOR WP GFCI RECEPTACLE FLOW METERENCL

HEATER20A 20A cEXTERIOR WP GFCI RECEPTACLE I25 Q Q-n- O O 26| PUMP CONTROL PANEL

BLANK (208V) I27 O O O O 28| BLANK (208V)WP GFCI

RECEP 15A 15AALARM & CONTROLS 29 Q O

FOR FLOAT BOXO O 50 MISSION RTU

20A 20AOf O O 52 VALVE VAULT SUMP PUMP RECEPTACLEVALVE VAULT DEHUMIDIFIER RECEPTACLE

33 o o O O 34| BLANK (208V)BLANK (208V)

35 o o o o36BLANK BLANK

37 o o o o 38BLANK BLANK

39 o o O O 40 BLANK (208V)BLANK (208V)

41 o o <H0 O 42 BLANKBLANKJWP GFCI

RECEP L J

NEW DISTRIBUTION PANELBOARD300A BUS ML0

120/240V, 30, 4-WIRE (LOCATED IN PCP)

B

NOTE:1. COORDINATE WITH EQUIPMENT VENDORS TO HAVE ELECTRICAL AND CONTROL CABINET ENCLOSURE SIZED

PROPERLY FOR EQUIPMENT PROVIDED.

2. SEE SHEET E-4 FOR WIRING AND CONDUITS DETAILS.

A

3 54

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:

PVTDESIGNED BY:

RGEDRAWN BY:

HDHCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

NEW LIFT STATION

ONE-LINE DIAGRAM

ELECTRICAL DETAILS

E-6

lAlConsulting Engineers

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E-6

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

ELECTRICAL DETAILS

ONE-LINE DIAGRAM

NEW LIFT STATION

Page 21: FLAGG CREEK WATER RECLAMATION DISTRICT · flagg creek water reclamation district highland hills lift station improvements contract 2019-02 for bidding herbert stade, president barbara

1 2 3 54

PROVIDE CLEAR PLASTIC LAMINATED COPY OF THESE INSTRUCTIONS PERMANENTLY AFFIXED TO INNER SURFACE OF EACH INTERMEDIATE JB COVER

TERMINAL STRIPS FOR CABLES #10 & SMALLERCABLE LUG FOR CABLES LARGER THAN #10

NEMA 3R STAINLESS STEEL

D Dft ft

RECOMMENDED ELECTRICAL PROCEDURE FOR OPERATOR’SISTN. STL SUPPORT CHANNELS EMBEDED 18” INTO CONC. REMOVAL OF PUMP AND CABLE FROM WET WELLI

LOCK-OUT/TAG-OUT PUMP POWER SOURCE.a. USE VOLTMETER ON TERM. BLOCKS INSIDE JUNCT.

BOX TO ENSURE THAT POWER IS DEENERGIZED.

1.

o oGRC CONDUIT TO CONTROL CABINET

PUMP CABLES, FLOAT CABLES

DISCONNECT DEENERGIZED PUMP CABLE LEADS FROM GROUND LUG AND/OR TERM. BLOCKS INSIDE JUNCT. BOX.

2.x<

z3. REMOVE EXPANDED ALUM. CABLE PROTECTION COVER AND

REMOVE DUCT SEAL COMPOUND WHERE PUMP CABLE ENTERS STUBBED-UP END OF CONDUIT RUNNING TO WET WELL.

coSTAINLESS STEEL SCREEN (REMOVABLE CABLE PROTECTION COVER)

o I36” MIN. DISTANCE FROM NEAREST CONDUIT OPENING TO ELECTRICAL ENCLOSURE

coco ro

CAULK W/DUCT SEALING COMPOUND4. PULL PUMP FROM WET WELL.

1” CHAMFER ON ALL EXPOSED CORNERS

5. RELEASE PUMP CABLE FROM CORD GRIP CONNECTOR ON BOTTOM OF JUNCTION BOX.

o FIN. GRADE ELEV. GRC CONDUIT

coftp im ATTACH A PULL LINE OR PULL WIRE TO LEADS OF PUMP CABLE TO AID IN REINSTALLATION, AND REMOVE PUMP CABLE BY UNHOOKING THE CABLE SUPPORT IN THE WET WELL AND THEN PULLING THE CABLE THROUGH THE CONDUIT TOWARD THE WET WELL.

6.<s«'/ '/vPVC TO GRC COUPLINGo zcn o

K\|ro 2 Ld2 ro■••J.V 0\{ <

■s tJ - ' .I >^ 4

7. DETACH PULL LINE OR PULL WIRE FROM PUMP CABLE LEADS AND LEAVE IN PLACE FOR USE WHEN REINSTALLING PUMP CABLE.

COMPACTED STRUCTURAL—^ BACKFILL MATERIAL 12” MIN. DEPTH i

PVC SCH. 80 CONDUIT

8. INSTALL A TAPERED PLUG OR OTHER SUITABLE DEVICE ON STUBBED-UP END OF CABLE DUCT WHEN PUMP CABLE AND DUCT SEAL COMPOUND ARE NOT IN PLACE TO TEMPORARILY PREVENT HAZARDOUS VAPORS PRESENT IN THE WET WELL FROM ESCAPING IN THE VICINITY OF THE INTERMEDIATE JUNCTION BOX ASSEMBLY.

c c

INTERMEDIATE JUNCTION BOX INTERMEDIATE JUNCTION BOXFRONT VIEW SIDE VIEW

NO SCALE NO SCALE

14-9”*12-8”*

*

-X- C£>IO

I mm

B B

PLAN PLAN

#5 @ 6” EW-i TOP & BOT

#5 @ 6” EW-i TOP 8c BOT1” CHAMFER ON

ALL EXPOSED CORNERS^—#5 @ 6” VERT O.F.

W/8” LEG EA END } (TYP)

1” CHAMFER ONALL EXPOSED CORNERS^—#5 @ 6” VERT O.F.

W/8” LEG EA END } (TYP)

T3o T3ot tO O

I ICO CO4 . ■ 4 . .i iCS| CM

t - t -#5 HORIZ O.F. W/8” LEG EA END (TYP)

#5 HORIZ O.F. W/8” LEG EA END (TYP)\ \

V V

12” MINIMUM COMPACTED STRUCTURAL BACKFILL

12” MINIMUM COMPACTED STRUCTURAL BACKFILL

SECTION SECTION

(EQUIPMENT WEIGHT = 3,100 LBS) EQUIPMENT WEIGHTS:1. ISOLATION TRANSFORMERS 3 O 450LBS EA2. ELECTRICAL AND CONTROL CABINET = 8.000LBSENGINE GENERATOR CONCRETE PAD

NO SCALE ELECTRICAL & CONTROL CABINET ANDDRIVE ISOLATION TRANSFORMERS CONCRETE PAD

NO SCALE

A A

1 2 3 54

PLAN SHEET DESIGNATIONCOVERG GENERAL

HAZARDOUS MATERIALSHC CIVILL LANDSCAPE

STRUCTURALARCHITECTURALINSTRUMENTATIONEQUIPMENTFIRE PROTECTIONPLUMBINGMECHANICALELECTRICALTELECOMMUNICATIONSRESOURCE

SA

IQFPMETR

180191.40PROJECT NO:

SCALE: AS NOTED12-5-19DATE:PVTDESIGNED BY:RGEDRAWN BY:HDHCHECKED BY:

CLIENT

FLAGG CREEK WATER RECLAMATION

DISTRICT

HIGHLAND HILLS

LIFT STATION IMPROVEMENTS

CONTRACT 2019-02

SHEET TITLE

NEW LIFT STATION

INTERMEDIATE JUNCTION BOX

DETAIL

ELECTRICAL DETAILS

E-7

lAlConsulting Engineers

BAXTE OODNAN

CONSULTANTS

MILESTONE

FORBIDDING

3”2”

0 «S

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, By Ba

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.St

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is

Lice

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o. —

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l Desi

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18

4-00

1121

©

HIGHLAND HILLS

E-7

CONTRACT 2019-02LIFT STATION IMPROVEMENTS

DISTRICTWATER RECLAMATION

FLAGG CREEK

ELECTRICAL DETAILS

DETAIL

INTERMEDIATE JUNCTION BOX

NEW LIFT STATION