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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
"Øx10'L Cu Ground Rod
Rebar
Ductile Iron P
ipe
5
8
"Øx10'L Cu Ground Rod
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
Department of Utilities & EngineeringCity of Quincy, Illinois
Air Release Valve DetailKohl Lift Station
Construction Project
Sheet 1 of 1June 2017
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
Department of Utilities & EngineeringCity of Quincy, Illinois
Cased Bore DetailKohl Lift Station
Construction Project
Sheet 1 of 1June 2017
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
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
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
CITY OF QUINCY PROJECT NO. MR612
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
BOTTOM ELEV - 462.80
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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.)
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
BOTTOM ELEV - 462.55
TOP ELEV - 467.55
PR MH - AIR RELEASE
STA 19+05.60
BOTTOM ELEV - 462.55
TOP ELEV - 467.55
PR MH - AIR RELEASE
STA 19+05.60
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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.)
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
WATERMAIN AND SANITARY FORCEMAIN
MAINTAIN 18" SEPARATION BETWEEN
EXISTING GROUND
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
WATERMAIN AND SANITARY FORCEMAIN
MAINTAIN 18" SEPARATION BETWEEN
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.)
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
BOOK 2 RIGHT OF WAY PAGE 32
ILLINOIS PIPELINE COMPANY
RIGHT OF WAY TO PANHANDLE
APPROXIMATE LOCATION - 30' WIDE
EXISTING GROUND
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
WATERMAIN AND SANITARY FORCEMAIN
MAINTAIN 18" SEPARATION BETWEEN
BOOK 2 RIGHT OF WAY PAGE 32
ILLINOIS PIPELINE COMPANY
RIGHT OF WAY TO PANHANDLE
APPROXIMATE LOCATION - 30' WIDE
EXISTING GROUND
DOBBS FARM, INC.
BURLINGTON SHORTLINE RAILROAD, INC.
AMEREN CIPS
10" WATERMAIN
PR 6" PVC SDR 26 SANITARY FORCEMAIN
SEP
AR
ATIO
N10' (M
IN.)
COVER4' (MIN.)
FORCEMAIN IN UNCASED BORE
BOTTOM ELEV - 472.92
TOP ELEV - 479.92
PR MH - AIR RELEASE
STA 56+30.00
BOTTOM ELEV - 472.92
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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.
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
SCALE: PLOT DATE SHEET NO. OF SHEETS
C
IT
YofQUIN
,
N
CY
O
PA
04
81
DE
Ill
.
IC
R
TA.D
.OR
CITY OF QUINCY, ILLINOIS JOB NO. 16
CITY OF QUINCY PROJECT NO. MR612
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
PR 6" PVC SDR 26 SANITARY FORCEMAIN
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
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.
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 wire
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
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.