city of quincy, illinois department of utilities & engineering city of quincy, illinois cased...

Department of Utilities & EngineeringCity of Quincy, Illinois

Electrical One-Line DiagramKohl Lift Station

Construction Project

Sheet 1 of 1June 2017

Pump Power Cords

One-Line Diagram

M

FM

M M

PT

7

1

2

HP7

1

2

HP

1 HP

Seal-Off Fittings

PumpControlPanel

100AFusible

MainDisconnect

UtilityMeter

Pressure Transmitter Cable

Float Switch Cord

5

8

"Øx10'L Cu Ground Rod

5

8


Rebar

Ductile Iron P

ipe

5

8


100A, 480/277V, 3Ø, 4W

Service from

T

ransform

er

Area Light w

/ P

hotocell

Alarm

B

eacon

#18 Twisted/Shielded Pair

(6) #12 AWG Cu

w/ #12 AWG Cu EGC

in 1" PVC Conduit

(2) #12 AWG Cu

w/ #12 AWG Cu EGC

in 1" PVC Conduit

(2) #12 AWG Cu

w/ #12 AWG Cu EGC in

3

4

" Rigid Alum Conduit


Air Release Valve DetailKohl Lift Station



Sewage Air Release

Valve, ValMatic Model

No. 48A, or Equal

SS Service Saddle, 2" NPT

Outlet, Romac Style "306", or

Equal

2" S

ched 40 304S

S P

ipe &

3-P

iece F

ull P

ort B

all V

alve

24" OD Solid Wall PVC Tile

Cast Iron Frame & Solid Cover, East

Jordan Iron Works #V-1209, or Equal

2"ODx1

3

4

"ID Polyethylene

Tubing, Slope 2% (min) up to Pit

316SS Compression Tube Fitting,

Swagelok #SS-3200-2-32, or Equal

Offset Air Release Valve in Tillable Ground or where Indicated

Air Release Valve StationNTS


Cased Bore DetailKohl Lift Station



State Highway or Railroad

Right-of-W

ay

Right-of-W

ay

Width Varies

Sched 40 Steel Casing Pipe under R.O.W.

IPS Restrained Joint PVC Carrier Pipe

Casing End

Seal (Typ)

48" (min)

Steel Casing Pipe w/

Butt-Welded Joints

PVC Carrier Pipe w/

Restrained Joints

Casing Spacers

@ 8' OC (max)

Cased Bore DetailNTS

Cased Bore SectionNTS

St Charles Dr

Gerard Ave

Madonna Dr

RJ P

eters

Dr

Southern Ln

Nieders Ln

April Ave

Klondike Rd

Gardner

Express

way

Mary

Ln

N Prince PlzSouth

1st

S8th

RJ P

eters

Dr

Grant Dr

Wisherd Dr

W

Hilltop

Dr

Hilltop

Dr

S Hilltop Dr

Valley Rd

Harrison Dr

Lock & Dam Rd

W Harrison St

South

1st

(Priv

ate)

(Private)

Joshua St

South

6th

Refin

ery

Rd

(Priv

ate)

Radio Rd

Gardner

Express

way

(Private)

Blicks Vlg

Harrison St

Van Buren St

1400

1500

N Hilltop

Dr

Hill Rd

Hill

E

Ha

wthorne

Hill

W

Ha

wthorne

S30th

Ter

Ct

Dr

Meadows

Ct

Ct

Coral Dr

Dr East

Center

S34th

S15th

Stillw

ater

Dr

Wynridge

Rd W

ynvalley

Rd

Wynrid

ge

Rd

Wynstone Dr

Wynstone Dr

Brookmeade Dr

Ct

Cir

S36th

SE

Wil

mar

Dr

N Wilmar Dr

Wil

mar

Dr

Wilm

ar

Ct

E Wilmar Dr

Quincy

Ave

Waters Ct

Grawe Ct

Melr

ose

Dr

Wil

mar

Orchard

Melodie

Granvie

w

Dr

N Granview Dr

W

Granvie

w

Dr

Granview Cir

Rahna

Gary Grove

Vail

Dr

Ta

mala

Ter

Mickey

Aspen

Golden Grove

Fairmont St

Diamond Dr

Amber Ave

E

Huntin

gton

Dr

Huntin

gton

Dr

W

Huntin

gton

Dr

Dunbarto

n

Rd

Dundee

Cir

Devero

n

Cir

Windy Hill Rd

Hawthorne Westview Dr

Dee Dr

Lewis Dr

Center Dr

Lewis Dr

Lake Dr N

Payson

Heig

hts

Vic

ky

Ct

Lake Dr S

Ricky Ct

Terryville

Rd

Sequoia

Dr

Greenfield

Rd

Stonegate

Rd

W

Sherid

an

Dr

N Sheridan Dr

S SheridanDr

Summer Creek

Ghost Hollow Rd

Est

E

Green Acres Dr

Kingsridge Dr

Sterling Ave

Woodale

Ct

Manor

Hill

Dr

Harrison Pl

Midlan Dr

Hillside Dr

Woodside Dr

Sonata Dr

Chateau Ct

Westview

Courts of

Harrison Ct

Harrison St

Callaway Dr

Scotia

Trl

Carlyle

Ct

S20th

S19th

S17th

Harrison St

Van Buren St

Jackson St

Park

Anne Ave

Elmwood DrNSouth

Maria

Daniel Ct

Theres

a Ct

Talken Dr

Rupp Ln

Tiffany

Ln

Peters

Ln

Schildt

Ln

Linda Ln

Luxury Ln

Hayfiel

d Ln

Eaton Ln

Briar

Ln

ShadyLn

Cherry

Ln

Est

W

Cherry Ln

Nieders Ln

Wind Rush Rd

Kingsley Ct

Melview Rd

S28th

Wild

Horse

Old Orchard Rd

Wild Horse

Payson Rd

Lake

S Arrowood Ct

N Arrowood Ct

S36th

Edwin St

S12th

Sunnybrook

Dr

W

Sunnybrook

DrE

Klondike RdS

FoxRun E

Bradmoor Dr

Curved Creek Rd

Selkirk Ln

Rebecca

Sarah

Ln

To

wer

Rd

W

To

wer

Rd

E

Chapel Valley Dr

Ca

mbrid

ge

Rd

Cheswic

k Rd

Cypress Dr

Curved Creek R

d Southfield Dr

Branchwood Dr

Joyce Rd

Golf Dr

Em

erald

FoxRun W

S32nd

S33rd

Lyn Rd

W Wilmar Dr

S23rd

Cre

ek

Rd

Trinity

Random

Rogers

Seneca

Cir

Curtis

Creek

Rd

Kingsw

ood

Ct

Fundy

Rd

Royal

Ranch

land

Dr

CtN

EWil

mar

CtN

Wil

mar

Sylvia Ct

Jeric

ho

Rd

Sa

maritan

Pl

Hazelwood

S Granview Dr

Ctr

Granvie

wDr

S26th

S27th

S28th

S30th

S24th

S24th

S24th

S35th

S31st

S32nd

S12th

S18th

S12th

S29th

S35th1300

2100

2700

2800

3300

2600

2700

2500

2400

Dr

Tower

Rebecca

Ct

Jonath

an Ln

Lexi

Ln

Jenny

Ln

Ct W

Rd N

Curved Elm

wood

Dr

W

Elm

wood

DrE

Ct

Ct

Marja

n

Ct

Mic

hael

St

Harvey

St

Robert

St

Driv

e

Ct

Creek

Ct

W

Prin

ce

Plz

E

Prin

ce

Plz

Cherry Ln

Est N

Est S

Cherry Ln

Cherry

Ln

Ct Rd

S30th

Rd

Chapel Valley Dr

Wynla

ke

Rd

Bould

er

Ct

Granite

Ct

Greenspointe Pkwy

Greenspointe

Cir

Prince Agri Way

Destin

y

Ct

WDestin

y

Ct

E

C

IT

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04

81

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INDEX OF SHEETSTO SOUTH 12TH STREET

SOUTH QUINCY - SANITARY FORCEMAINPLANS FOR THE PROPOSED

QUINCY, ILLINOIS

CITY OF QUINCY PROJECT NO.

MR-612 ADAMS

COUNTYSHEETS NO.

SHEETTOTAL

16 1

APPROVED

CITY OF QUINCY, MAYOR

20

LOCATION MAP

OR 811

1-800-892-0123

JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION

CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS

ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.

J.U.L.I.E.

ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT

FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD

AND ENGINEERING

DEPARTMENT OF UTILITIES

PLANS PREPARED BY THE CITY OF QUINCY

0

0

0

0

0

50'

50'

50'

50'

10' 20' 30'

100'

100'

100'

100'

100' 200' 300'

1''= 20'

1''= 30'

1''= 40'

1''= 50'

1''= 10'

1''= 100'

LICENSE EXPIRES NOVEMBER 30, 2017

STATE OF ILLINOIS NO 062-052447

REGISTERED PROFESSIONAL ENGINEER

JEFFREY CONTE, P.E. DATE

DETAILS15-16

PLAN & PROFILES3-14

OVERALL PLAN, LEGEND & NOTES2

COVER SHEET1

PROJECT LOCATION

OVERALL PLAN, LEGEND AND NOTES

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\002_

GN_

MR0612.d

gn

=

6/28/2017

800.00 / in.

bkoch

SCALE: PLOT DATE SHEET NO. OF SHEETS

JOB NO.

ENGINEERING

UTILITIES &

CITY OF QUINCYC

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR

16CITY OF QUINCY, ILLINOIS

CITY OF QUINCY PROJECT NO. MR612

STA. TO STA. NONE 1 1 -

2

GENERAL NOTES

ENGINEER.

IN AN UNTILLABLE CONDITION. LOCATIONS TO BE SEEDED SHALL BE DETERMINED BY THE

SEEDING WILL NOT BE PERMITTED AT AY TIME WHEN THE GROUND IS FROZEN, WET, OR 15.

BE INCLUDED IN THE COST FOR THE VARIOUS PAY ITEMS INVOLVED.

ALL SAW CUTS, NECESSARY TO COMPLETE THE WORK DETAILED IN THESE PLANS, SHALL14.

WILL BE DONE AT NO ADDITIONAL COST TO THE CITY.

THE CONTRACTOR WILL REPLACE THE SIGNS AS DIRECTED BY THE ENGINEER. THIS WORK

RELOCATED AS DIRECTED BY THE ENGINEER. AFTER THE CONSTRUCTION IS COMPLETED,

ANY EXISTING ROAD SIGNS THAT INTERFERE WITH CONSTRUCTION WILL BE REMOVED OR13.

THE STANDARD INCLUDED IN THESE PLANS.

EDITION AS INDICATED BY THE SUB-NUMBER IN THE INDEX OF SHEETS OR THE COPY OF

ANY REFERENCE TO A STANDARD IN THESE PLANS SHALL BE INTERPRETED TO MEAN THE12.

SHOWN ON THE PLANS IS THE NOMINAL.

AT THE UNIT PRICE BID FOR THE WORK. THE THICKNESS OF BITUMINOUS MIXTURES

HOWEVER, THE CONTRACTOR WILL BE PAID FOR THE QUANTITY ACTUALLY FURNISHED

A CAUSE FOR ADDITIONAL COMPENSATION DUE TO A CHANGE IN THE SCOPE OF WORK:

VERIFY SUCH DIMENSIONS AND DETAILS IN THE FIELD. SUCH VARIATIONS SHALL NOT BE

CONSTRUCTION VARIATIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO

EXISTING FACILITES HAVE BEEN TAKEN FROM EXISTING PLANS AND ARE SUBJECT TO

IN ADDITION TO FIELD SURVEYS, PLAN DIMENSIONS AND DETAILS RELATIVE TO THE 11.

ABOVE GROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND

MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER.

THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES

UTILITY LOCATIONS, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF

THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND

SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES

OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR

BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE

ARE SHOWN FOR THE CONTRACTOR INFORMATIONAL USE ONLY. LOCATIONS ARE NOT TO

THE LOCATION OF BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE AND10.

ADVANCE NOTICE IS REQUIRED.

SPECIFICATIONS. THE J.U.L.I.E. NUMBER IS 1-800-892-0123. A MINIMUM OF 48 HOURS

CONSTRUCTION OPERATIONS AS OUTLINED IN ARTICLE 107.31 OF THE STANDARD

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITY PROPERTY FROM9.

MULCHED AS SHOWN IN THE PLANS AND AS DIRECTED BY THE ENGINEER.

ALL DISTURBED AREAS CAUSED BY THIS PROJECT SHALL BE SEEDED , FERTILIZED, AND8.

SANITARY FORCEMAIN PIPE SHALL BE _________.7.

ILLINOIS".

OF THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN

SANITARY FORCEMAIN INSTALLATIONS TO BE IN COMPLIANCE WITH THE CURRENT EDITION 6.

BETWEEN THE INITIAL BACKFILL AND THE BOTTOM OF THE SUBGRADE OR CURB.

WHERE CROSSING UNDER PAVEMENT & CURBS, FLOWABLE FILL SHALL BE INSTALLED 5.

SEWER.

LATERALS, THE WATER SERVICE INVERT MUST BE 18" ABOVE THE CROWN OF THE

THE WATER SERVICE, STORM SEWERS, SANITARY SEWERS, OR SANITARY SEWER

WHEN A HORIZONTAL SEPARATION OF TEN FEET (10') CANNOT BE ACHIEVED BETWEEN4.

MINIMUM ABOVE THE CROWN OF THE SANITARY SEWER, UNLESS OTHERWISE NOTED.

WHEN SANITARY SEWER CROSSES WATERMAIN, THE WATERMAIN INVERT SHALL BE 18" 3.

ALL SEWER AND WATER LINES.

A MINIMUM TEN FEET (10') HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN2.

UTILITIES TO BE INSTALLED SHALL BE WITHIN THE EASEMENTS PROVIDED.1.

CENTERLINE

EXISITNG RIGHT OF WAY

TEMPORARY CONSTRUCTION EASEMENT LINE

PROPERTY LINE AND/OR LOT LINE

TELEPHONE CONDUIT OR CABLE

PROPOSED WATER VALVE

MANHOLE TO BE ADJUSTED

PROPOSED RIGHT OF WAY LINE

PROPERTY PIN

RIGHT OF WAY MARKER

BUILDING OR RESIDENCE

SECTION OR QUARTER SECTION CORNER

GAS VALVE

SEWER CLEANOUT

METER VAULT

WATER VALVE

WATER METER PIT

WATER METER PIT TO BE REMOVED

PROPOSED WATER METER

PAVE BOX PROPOSED PAVE BOX

PAVE BOX TO BE ADJUSTED

PAVE BOX TO BE REMOVED

PAVE BOX TO BE MOVED

EXISTING MANHOLE PROPOSED MANHOLE

WATER VALVE TO BE ADJUSTED

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

EXISTING INLET, TYPE A PROPOSED INLET, TYPE A

FIRE HYDRANT - EXISTING FIRE HYDRANT - PROPOSED

EXISTING INLET, TYPE E PROPOSED INLET, TYPE E

GUY WIRE

LIGHT POLE

POWER POLE

POWER POLE WITH LIGHT

TELEPHONE POLE

HEADWALL OR PRECAST FLARED

END SECTION

T T

G G

W W2"

TCE

ROW

G

Co

W

MV

W

M

M

M

R

P P

PA

PR

PM

A

WA

T

T

SANITARY SEWER LATERAL

BOX CULVERT

PIPE CULVERT

PIPE CULVERT W/ END SECTIONS

GUY WIRE

LIGHT POLE

HEADWALL OR PRECAST FLARED

END SECTION

BOX CULVERT

PIPE CULVERT

PIPE CULVERT W/ END SECTIONS

POWER POLE

POWER POLE WITH LIGHT

TELEPHONE POLE

SANITARY SEWER LATERAL

TELEPHONE PEDESTALT

TELEPHONE MANHOLET

RIGHT OF WAY MARKERROW

GAS LINE

W W2"

EXISTING SANITARY FORCEMAIN PROPOSED SANITARY FORCEMAIN

EASEMENT LINE PROPOSED EASEMENT LINE

LEGEND

PROJECT LOCATION

EXISTING SANITARY SEWER PROPOSED SANITARY SEWER

PROPOSED WATER LINEWATER LINE

(314) 880-1000FIBER OPTICS -- DIGITAL TELEPORT, INC. 8112 MARYLAND AVE., 4TH FLOOR ST. LOUIS, MO 63105

(217) 876-7194DECATOUR, IL 62552MCLEODUSA -- 535 WEST ELDORADO, SUITE 1

(217) 224-1117 CABLE -- COMCAST 2930 STATE, QUINCY, IL 62301

(217) 224-9961LOCAL

1-800-253-6262GENERALTELEPHONE -- SBC COMMERCIAL SERVICE

(217) 593-7701

1-800-232-4797 ADAMS ELECTRICAL CO-OPERATIVE CAMP POINT, ILLINOIS

(217) 221-0805ELECTRIC

(217) 221-0854GAS

(888) 789-2477GENERALELECTRIC & GAS -- AMERENCIPS - CENTRAL ILLINOIS PUBLIC SERVICE, CO 700 JERSEY, QUINCY, IL 62301

(217) 228-4527 SEWER

(217) 228-4580 WATER

(217) 228-4500GENERAL WATER AND SEWER -- CITY OF QUINCY 730 MAINE, QUINCY, IL, 62301

J.U.L.I.E. -- 1-800-892-0123

OF UTILITIES.

J.U.L.I.E. AT 1-800-892-0123 AND INDIVIDUAL UTILITY COMPANIES NOT BELONGING TO THE J.U.L.I.E. SYSTEM, FOR THE PRESENCE AND LOCATION

UTILITY INFORMATION IS FOR THE CONVENIENCE OF THE CONTRACTOR. BEFORE CONSTRUCTION BEGINS THE CONTRACTOR SHALL CONTACT

- NOTE -

GA

RD

NE

R E

XP

RESS

WA

Y, IL 5

7 (F

AP 5

02)

BU

RLIN

GT

ON J

UN

CTIO

N R

AIL

WA

Y - M

AR

BLE

HE

AD LIN

E

RADIO ROAD

S. 6

TH S

TR

EE

T

READY MIX

QUINCY

J.M. HUBER CORP.

SEM MINERALS, LP

A.H. & H.D. WITTE

W.M. DOBBS

DOBBS

W.M.

LLC

HOLDINGS,

AGCO

CO

GROCER

N KOHL

S. 12

TH ST

EX 10" WATERMAIN

EX 10" WATERMAIN

PR LIFT STATION

FORCEMAIN

PR 6" SANITARY

PR 6" SANITARY FORCEMAIN

PR 6" SANITARY FORCEMAIN

10"

10"

10"

10"

10"

10"

10"

10"10"

10"10"

10"10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

8"

8"

M05230

M05229 M05228

050 50

SCALE: 1" = 50'

450

455

460

465

470

475 475

470

465

460

455

450

0+00 1+00 2+00 3+00 4+00 5+00 6+00

NONE 1

3PLAN & PROFILE

SANITARY FORCEMAIN

12 6+000+00

MATCHLINE

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\003_P

LA

NP

RO

F1_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

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IC

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.OR

CITY OF QUINCY, ILLINOIS JOB NO. 16


STA. TO STA.

Q

466.2

2

466.5

8

466.8

1

467.5

2

467.8

9

467.4

8

467.5

5

467.8

0

468.0

0

469.9

2

471.6

4

470.0

0

469.0

7

EA

SE

ME

NT

20.0'

PE

RM

AN

EN

T

EA

SE

ME

NT

25.0'

PE

RM

AN

EN

T

EASEMENT

25.0' PERMANENT

READY MIX

QUINCY

J.M. HUBER CORP

J.M. HUBER CORP

S.

6T

H

ST

RE

ET

FLOWLINE - 459.13

TOP ELEV - 466.22

EXISTING 5' DIA. MANHOLEEXISTING GROUND

BOTTOM ELEV - 462.80

TOP ELEV - 471.80

PR MH - AIR RELEASE

STA 5+03.44


TOP ELEV - 471.80

PR MH - AIR RELEASE

STA 5+03.44

SEPARATION

10' MIN.

UNCASED BORE

FORCEMAIN IN

PR 6" PVC SDR 26 SANITARY FORCEMAIN

4' COVER (MIN.)

UNCASED BORE

50' FORCEMAIN IN

10"

10"10"

10"

0+00 5+00

467.2

467.3

467.7

468.6

470

473.0

050 50

SCALE: 1" = 50'

450

455

460

465

470

475 475

470

465

460

455

450

6+00 7+00 8+00 9+00

MA

TC

HLIN

E

MA

TC

HLIN

E

10+00 11+00 12+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

122

4

12+50

12+506+00

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\004_P

LA

NP

RO

F2_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

469.0

7

468.2

6

468.1

0

468.0

6

467.5

5

466.8

3

466.4

5

466.0

5

466.1

5

465.3

8

465.5

8

465.4

0

465.0

1

READY MIX

QUINCY

SEM MINERALS, LP

EA

SE

ME

NT

25.0'

PE

RM

AN

EN

T

Q

J.M. HUBER CORP

BRECKMO, LLC

LISA REED

465.3

5

S. 6TH STREET

EXISTING GROUND

SEP

AR

ATIO

N

10' (M

IN.)

4' COVER (MIN.)


10"10"

10"10"

10+00

465.2

465.5

466.5

467.2

467.4

467.5

468.1

468.2

468.6

468.7

469.0

470

050 50

SCALE: 1" = 50'

450

455

460

465

470

475 475

470

465

460

455

450

MA

TC

HLIN

E

MA

TC

HLIN

E

17+00 18+00 19+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

123

5

13+00 14+00 15+00 16+0012+50 19+50

19+5012+50

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\005_P

LA

NP

RO

F3_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

465.8

8

466.6

3

467.0

8

467.2

1

467.6

1

467.9

0

468.0

0

468.0

0

468.0

0

468.0

1

468.0

1

468.0

1

467.6

4

SEM MINERALS, LP

EA

SE

ME

NT

25.0'

PE

RM

AN

EN

T

Q

BRECKMO, LLC

LISA REED

466.8

8

465.3

5

S. 6TH STREET

EXISTING GROUND


TOP ELEV - 467.55

PR MH - AIR RELEASE

STA 19+05.60


TOP ELEV - 467.55

PR MH - AIR RELEASE

STA 19+05.60


SEP

AR

ATIO

N

10' (M

IN.)

COVER

4' (MIN.)

10"10"

10"10"

15+00 20+00

465.2

465.7

466.4

466.7

467.1

467.5

467.9

468.1

468.1

468.8

050 50

SCALE: 1" = 50'

450

455

460

465

470

475 475

470

465

460

455

450

MA

TC

HLIN

E

MA

TC

HLIN

E

24+00 25+00 26+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

124

6

20+00 21+00 22+00 23+0019+50 26+50

26+5019+50

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\006_P

LA

NP

RO

F4_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

466.6

7

466.5

9

466.2

2

466.0

0

466.0

9

466.6

5

467.0

6

467.0

7

467.2

0

467.3

3

467.4

5

467.5

8

467.5

7

SEM MINERALS, LP

EA

SE

ME

NT

25.0'

PE

RM

AN

EN

T Q

BRECKMO, LLC

467.5

7

466.8

8

HICKERSON

MARJORIE

WITTE

ARTHUR & HUGH

WEBSTER

ROBERT

WITTE

ARTHUR & HUGH

S. 6TH STREET

PRIN

CE

AG

RI

WA

Y

AT CROSSING

WATERMAIN AND SANITARY FORCEMAIN

MAINTAIN 18" SEPARATION BETWEEN

EXISTING GROUND


10" WATERMAIN

SEP

AR

ATIO

N

10' (M

IN.)

COVER

4' (MIN.)

10"10"

10"10"

10"

20+00

25+00

465.7

466.5

467.0

467.2

467.3

467.3

467.8

050 50

SCALE: 1" = 50'

450

455

460

465

470

475 475

470

465

460

455

450

MA

TC

HLIN

E

MA

TC

HLIN

E

31+00 32+00 33+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

125

7

27+00 28+00 29+00 30+0026+50 33+50

33+5026+50

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\007_P

LA

NP

RO

F5_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

467.7

8

467.9

9

468.1

1

468.1

1

468.1

1

468.1

2

468.1

2

468.1

2

468.1

4

468.1

9

468.1

9

468.1

8

468.1

9

EA

SE

ME

NT

25.0'

PE

RM

AN

EN

T

Q

468.4

4

467.5

7

WEBSTER

ROBERT

WITTE

ARTHUR & HUGH

WEBSTER

ROBERT

WEBSTER

ROBERT

GILLE

LEO & JUDY

S. 6TH STREET

EXISTING GROUND

SEP

AR

ATIO

N

10' (M

IN.)


COVER

4' (MIN.)

10"10"

10"10"

30+00

467.3

467.7

467.8

468.2

468.2

468.5

468.6

468.9

469.6

050 50

SCALE: 1" = 50'

450

455

460

465

470

475 475

470

465

460

455

450

MA

TC

HLIN

E

38+00 39+00 40+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

126

8

34+00 35+00 36+00 37+0033+50

40+0033+50

MA

TC

HLIN

E

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\008_P

LA

NP

RO

F6_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

469.0

9

469.7

8

470.0

2

470.0

6

470.2

6

471.0

6

471.4

5

471.9

1

472.0

0

471.9

4

471.9

3

471.9

2

471.9

3

EA

SE

ME

NT

25.0'

PE

RM

AN

EN

T

Q

468.4

4

WEBSTER

ROBERT

WITTE

ARTHUR & HUGH

WEBSTER

ROBERTSHANE & LISA DOUGLAS

ROBIN GREEN &

EASEMENT

30.0' PERMANENT

S. 6TH STREET

AT CROSSING



EXISTING GROUND


SEP

AR

ATIO

N

10' (M

IN.)

COVER

4' (MIN.)

10"10"

10"

10"

10"

35+00 40+00

469.7

470.8

471.2

472.3

472.8

050 50

SCALE: 1" = 50'

450

455

460

465

470

475 475

470

465

460

455

450

MATCHLINE

44+00 45+00 46+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

127

9

40+00 41+00 42+00 43+00

46+5040+00

MA

TC

HLIN

E

46+50

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\009_P

LA

NP

RO

F7_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

471.9

3

472.4

0

472.9

1

473.3

8

473.5

7

473.6

3

473.6

6

473.7

2

473.9

5

474.4

2

474.8

6

475.1

1

475.3

1

EASEMENT

25.0' PERMANENT

Q

WITTE

ARTHUR & HUGH

EA

SE

ME

NT

30.0'

PE

RM

AN

EN

T

S.

6T

H ST

REET

475.4

6

AT CROSSING



BOOK 2 RIGHT OF WAY PAGE 32

ILLINOIS PIPELINE COMPANY

RIGHT OF WAY TO PANHANDLE

APPROXIMATE LOCATION - 30' WIDE

EXISTING GROUND

SEP

AR

ATIO

N

10' (M

IN.)


COVER

4' (MIN.)

10" WATERMAIN

10"

10"

10"

10"

40+00

45+00

470

470

472.8

474.5

050 50

SCALE: 1" = 50'

480

455

460

465

470

475 475

470

465

460

455

480

50+00 51+00 52+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

128

10

46+50 47+00 48+00 49+00

53+0046+50

53+00

MA

TC

HLIN

E

MA

TC

HLIN

E

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\010_P

LA

NP

RO

F8_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

475.4

6

475.7

1

475.8

1

475.8

4

475.8

4

475.9

5

475.9

7

476.3

7

475.9

6

475.9

7

475.9

9

476.1

4

476.2

8

WITTE

ARTHUR & HUGH

476.3

2

Q

EA

SE

ME

NT

30.0'

PE

RM

AN

EN

T





EXISTING GROUND


SEP

AR

ATIO

N

10' (M

IN.)

SEPARATION

10' (MIN.)

10"

10"

10"

10"

50+00

470

474.6

474.9

476.8

480

480480.2

050 50

SCALE: 1" = 50'

480

485

460

465

470

475 475

470

465

460

485

480

57+00 58+00 59+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

129

11

53+00 54+00 55+00 56+00

60+0053+00

60+00

MA

TC

HLIN

E

MATCHLINE

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\011_P

LA

NP

RO

F9_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

476.3

2

476.2

6

477.7

5

479.6

2

477.2

9

475.3

9

480.9

3

479.9

0

479.8

9

479.9

0

479.6

3

479.5

6

479.7

0

WITTE

ARTHUR & HUGH

480.2

9

Q

481.1

3

EA

SE

ME

NT

35.0'

PE

RM

AN

EN

T

AT CROSSING







EXISTING GROUND

DOBBS FARM, INC.

BURLINGTON SHORTLINE RAILROAD, INC.

AMEREN CIPS

10" WATERMAIN


SEP

AR

ATIO

N10' (M

IN.)

COVER4' (MIN.)

FORCEMAIN IN UNCASED BORE


TOP ELEV - 479.92

PR MH - AIR RELEASE

STA 56+30.00


TOP ELEV - 479.92

PR MH - AIR RELEASE

STA 56+30.00

100' FORCEMAIN IN UNCASED BORE

10"10" 10"

10"

10"

55+00

60+00475.0

477.8

478.8

479.0

479.2

480

483.1

050 50

SCALE: 1" = 50'

480

485

490

495

470

475 475

470

495

490

485

480

64+00 65+00 66+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

1210

12

60+00 61+00 62+00 63+00

67+0060+00

67+00

MA

TC

HLIN

E

MATCHLINE

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\012_P

LA

NP

RO

F10_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

481.1

3

482.0

7

484.3

0

486.1

9

486.9

4

487.7

7

488.1

3

488.2

8

488.2

2

488.0

3

487.4

3

486.4

9

486.2

3

486.8

9

Q

487.5

6

EA

SE

ME

NT

35.0'

PE

RM

AN

EN

T

EXISTING GROUND

DOBBS FARM, INC.

BURLINGTON SHORTLINE RAILROAD, INC.

AMEREN CIPS

DOBBS FARM, INC.

DOBBS FARM, INC.


CASED BORE

FORCEMAIN IN

SEP

AR

ATIO

N

10' (M

IN.)

COVER

4' (MIN.)

CASED BORE, 50'

FORCEMAIN IN

10" 10"10"

10"

60+00 65+00

482.9

486.8

487.3

488.4

050 50

SCALE: 1" = 50'

480

485

490

495

470

475 475

470

495

490

485

480

70+00 71+00 72+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

1211

13

67+00 68+00 69+00

72+0067+00

MA

TC

HLIN

E

MATCHLINE

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\013_P

LA

NP

RO

F11_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

487.5

6

488.1

6

488.5

7

488.9

0

489.2

9

489.5

6

488.9

9

488.0

0

488.3

5

488.0

0

488.0

0

Q

EA

SE

ME

NT

25.0'

PE

RM

AN

EN

T

EXISTING GROUND

DOBBS FARM, INC.

BU

RLIN

GT

ON

SH

OR

TLIN

E

RAIL

RO

AD, IN

C.

AM

ER

EN

CIP

SDOBBS FARM, INC.

AGCO HOLDINGS, LLC

GA

RD

NE

R

EX

PR

ES

SW

AY (I

L 57)

SEP

AR

ATIO

N

10' (M

IN.)

CASED BORE, 100'

FORCEMAIN IN


CASED BORE, 100'

FORCEMAIN IN

CO

VE

R

4' (M

IN.)

10"

10"10" 10"

8"

65

+00

70+00

486.8

488.8490

490

490.5

050 50

SCALE: 1" = 50'

480

485

490

495

470

475 475

470

495

490

485

480

75+00 76+00 77+00

NONE

PLAN & PROFILE

SANITARY FORCEMAIN

1212

14

72+00 73+00 74+00

78+0072+00

MA

TC

HLIN

E

78+00

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\014_P

LA

NP

RO

F12_

MR612.d

gn

=

6/28/2017

50.0000 ' / in.

bkoch

ENGINEERING

UTILITIES &

CITY OF QUINCY


C

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

488.0

0

487.3

1

486.7

4

486.4

5

486.3

6

486.2

0

486.0

1

485.1

9

484.8

8

484.5

1

484.3

6

Q

EXISTING GROUND

DOBBS FARM, INC.

GARDNER EXPRESSWAY (IL 57)

484.3

4

484.2

9

DOBBS FARM, INC.

WA

TE

R

DIS

T

MIL

L

CR

EE

K

PRINCE AGRI PRODUCTS, INC

N KOHL GROCER COMPANY

AGCO HOLINGS, LLC

EA

SE

ME

NT

20.0'

PE

RM

AN

EN

T

EA

SE

ME

NT

15.0'

PE

RM

AN

EN

T

INVERT - 468.65

TOP ELEV - 490.50

LIFT STATION - MH 14

STA 74+39.29, 25.56' LT


INVERT ELEV - 468.65

GROUND ELEV - 487.36

TOP ELEV - 490.50

PR LIFT STATION - MH 14

STA 74+39.29

489.5

488.5

490.5

SEP

AR

ATIO

N

10' (M

IN.)

COVER

4' (MIN.)

SEE SHT 16 FOR LIFT STATION DETAILS

10"

5+008+007+006+00

8"

8"

70

+00

75+00

484.7

486.8

487.4

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_

DR

AWIN

GS\20170617 pu

mp station.d

wg

=

6/28/2017

0'-1 3/16in ':in / in.

bkoch


JOB NO.

ENGINEERING

UTILITIES &

CITY OF QUINCYC

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

DETAILS

01

02

02

Flanged Ductile Iron Pipe

Sanitary Sewer

Existing 8"

Existing Precast WetwellConcrete Valve Vault

Proposed Precast

SnakePit or Equal)

Access Box (Copperhead

Tracer Wire Termination

04

05

1

2

Manhole Steps

Plastic Coated Steel

03

11"

11"

1'-3"

1'-6"6"

10"

6" PVC ASTM D2241 SDR26

4'-6"

4'-8"

6'-3"

Electric from Meter

Proposed Underground

Actuator & Flow Meter Wiring

1" Sched 80 PVC Conduits for Valve

Pump Control Panel

Double Mat

#4@12 EW,

around Openings (Typ)

Add Extra #4 Bar

(Sched 40 304SS)

4" Vent Pipe

SnakePit or Equal)

Access Box (Copperhead

Tracer Wire Termination

A

-

20'-0"

10'-0"

1'-7"

11"

2'-0"

2'-0"

Lift Station Sectional Plan" = 1'-0"8

3Scale:

B

-

Lift Station Plan View" = 1'-0"8

3Scale:

Keyed Notes:

10

09

08

07

06

05

04

03

02

01

6x4" DI Flanged Concentric Reducer

Pump Disconnect Elbow (supplied by Pump Manuf.)

6-Hook Mounting Bracket, 304SS

Guiderail Bracket (supplied by Pump Manuf.)

Submersible Sewage Pump

4" Magnetic Flow Meter, Wafer Style

4" Plug Valve with Electric Actuator

4" Rubber Flapper Check Valve

4" Plug Valve with Gear Operator & Handwheel

4" Female Cam-lok x 4" Flange

ID Description

spool pieces (54"L, flanges at each end). Seal openings using non-shrink grout.

connector, A-Lok or equal.

Seal PVC pipe penetrations through precast concrete using resilient

location conduit fittings.

Seal all conduits between control panel & wetwell using approved hazardous

using non-shrink grout.

Use rigid aluminum conduit between wetwell and control panel. Seal openings

Support plug valves using concrete blocks.

1

2

3

4

5

ed Aggregate

6" (min) Compact-

(Sched 40 PVC)

2" Vault Drain w/ P-Trap

Existing Precast Wetwell

(Sched 40 304SS)

4" Vent Pipe

Pu

mp 1 P

ower

Cord

Pu

mp 2 P

ower

Cord

Hig

h L

evel Float

Cord

Cables

Lifting

Pump

Hatch, 30x48"

Alum Access

Hatch, 36x54"

Alum Access

Pump Control Panel

Double Mat

#4@12 EW,

using Non-Shrink Grout

Direct Solids to Pump Suction

Shape Wetwell Bottom to

Manhole Steps

Plastic Coated Steel

Guiderails (4 Req'd)

2" Sched 40 304SS

07

08

El 490.50

Stop Pumps - 471.0

2" CLR

Elev. 474.17

Flowline

10'

1'-0"

B

-

4"

DI Pipe S

pool, Fla

ngexFla

nge

1

5

3

4

2

08

09

Start Lead Pump - 472.0

Start Lag Pump - 473.0

High Level Alarm - 474.0

Lift Station Section" = 1'-0"4

1Scale:

A

-

10

N

AS NOTED 1 1

15

NONE

DETAILS

52.0'

60.0'

16.0'

30.0'

30.0'

16

Q489.5

488.5

490.5

PR 6' CHAIN LINK FENCE - SEE DETAILS THIS SHEET

10x20 LIFT STATION ON 30X30 PAD

GATE

(180° swing)

Top gate hinge provisions for padlocking

Plunger rod and latch with Gate frame

Gate post

(typ.)

rod

Truss

bar

Stretcher

Gate stop

(180° swing)

hinge

Bottom gate

Gate opening

Tension wire

Terminal (pull) post

Brace Line post

rod (typ.)

Truss

Fabric

Brace

Stretcher bar

rod (typ.)

Truss

(300)

12

Tension wire

Post footing

*

*

XXXXXXXX

XXXXXXXX

XXXXXXXX XXXXXXXX

XXXXXXXX

XXXXXXXX

X

X

X

XXXX

X XX X

XXXX

X

X

X

XX

X X

XX

XX

X X

XX

XX

X X

XX

XX

X X

XX

XX

X X

XX

XX

X X

XX

XXXX

X XX X

XXXX

X

X

X

XX

X X

XX

8'-

0"

post

Line

Line post

XX

X X

XX

(ty

p)

1

Stretcher bar

44

424

4

Nor

mal

3

10 Dia. min.

c-c max.

spaced 14

Fabric tie

XXXX

X XX X

XXXX

X

X

X

X

Terminal (corner) post

X

X

X

X

X

XX

X

X X

VEHICLE GATE ARRANGEMENTPULL POST ARRANGEMENT

ARRANGEMENT

LINE POST CORNER OR END POST ARRANGEMENT

ELEVATION

PLAN

1

XXXXX

XXXXX

XXXXX

X

X

X

X X X X

X X X X

X X X X

X

X

X

Fabric

XXXXXXXXXXXXXXXX

Three strands of barbed wire



Three strands of barbed wireGate opening

EXTENSION ARM DETAILS

RIVETED FLUSH (TYP.)

…" PLAIN PIN

45°

LINE POST CORNER POST

RIVETED FLUSH (TYP.)

…" PLAIN PIN

BARBED WIRE (TYP.)

35°

LOCK PIN (TYP.)

LOCK PIN (TYP.)

BARBED WIRE (TYP.)

Secured area

18

12

12

226 (t

yp.)

7.5 (t

yp.)

12

max.

10'-0"

max.

10'-0"

NTS

NTS

NTS

GENERAL NOTESGENERAL NOTES

for a max. distance of 8'-0''.

may vary between 1 min. to 5 max.

On uneven ground this dimension

All dimensions are in inches unless otherwise shown.

link fence and gate details.

See Highway Standard 664001-02 for additional chain

END VIEW

FRONT VIEW

TOP VIEW

PART A

3/4"

TOGETHERWELD CONTINUOUSLY

TOP VIEW

FRONT VIEW

PART B

PART C

END VIEW

A BOLT INTO EACH HOLEPART C IS FABRICATED THE SAME WITH

PART A

PART B

PART C

PART D)CENTER GATE BAR FOR(DRILL HOLES THROUGHPART D

NUTGATE

NUT

(TYP)DRILL 7/16"

1/8"

1/2"1/2"

ASSEMBLYWELDING AND BEFOREAFTER DRILLING ORALL PARTS GALVANIZEDNOTE:

NTS

SWING GATE LOCKING DEVICE

1/2"

1/2"

2"

1/2" 1/2"

1/2"

1"

8 3/4"8 3/4"

18"

3"

7/8"

THICK AGGREGATE

GRAVEL PAD AND ENTRANCE TO BE 8"

AND 8:1 SIDESLOPE ON ENTRANCE SIDE

WITH 4:1 SIDESLOPES ON THREE SIDES

8"

75+00

TOTAL

SHEETS

SHEET

NO.=USER NAME

=PLOT SCALE

=

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISEDDATEFIL

E

NA

ME

F:\

PR

OJ

EC

T

FIL

ES\

MR0612

South

QUincy Sanitary to

S. 12th\

CA

DD_S

HE

ET

S\016_

DE

TAIL

S_

MR612.d

gn

=

6/28/2017

31.2500 ' / in.

bkoch


JOB NO.

ENGINEERING

UTILITIES &

CITY OF QUINCYC

IT

YofQUIN

,

N

CY

O

PA

04

81

DE

Ill

.

IC

R

TA.D

.OR



STA. TO STA.

city of quincy, illinois department of utilities & engineering city of quincy, illinois cased...

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