2025-03-04_Bode_Plans_FINAL.pdf

DESIGN FIRM REGISTRATION NUMBER: 184-001016

8725 W. Higgins Road, Suite 600 | Chicago, IL 60631

| www.ciorba.com773.775.4009

SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

F.A.

JO DAVIESS

WINNEBAGO

CARROLL

OGLE

BOONE MC HENRY LAKE

DE KALB

KANE

COOK

DU PAGE

WHITESIDE LEE

WILL

KENDALL

GRUNDY

LA SALLE

KANKAKEE

HENRY BUREAU

PUTNAM

ROCK ISLAND

MERCER

KNOX

H E

N D

E R

S O

N

STARK

MARSHALL

PEORIA

LIVINGSTON

IROQUOIS

FORD

MC LEANFULTONMC DONOUGH

WARREN

TAZEWELL

HANCOCK

ADAMS

SCHUYLER

BROWN

CASS

MASON

LOGAN

DE WITT

MENARD

CHAMPAIGN VERMILION

DOUGLAS

PIATT

MACON

SANGAMON

MORGAN

SCOTT

CHRISTIAN

PIKE

GREENE

JERSEY

MACOUPIN

C A

L H

O U

N

SHELBY

MOULTRIE

MONTGOMERY

COLES

EDGAR

CLARK

CUMBERLAND

JASPER CRAWFORD

EFFINGHAM

CLAY

RICHLAND LAWRENCE

WAYNE

E D

W A

R D

S

W A

B A

S H

BOND

FAYETTE

MARION

CLINTON

WASHINGTON

JEFFERSON

MADISON

ST. CLAIR

MONROE

RANDOLPH

PERRY

FRANKLIN

HAMILTON WHITE

SALINE GALLATIN

JACKSON

WILLIAMSON

JOHNSON POPE

HARDIN

MASSACPULASKI

A L E

X A

N D

E R

UNION

WOODFORD

STEPHENSON

CONTRACT NO.

LOCATION OF SECTION INDICATED THUS: -

VILLAGE OF SCHAUMBURG

INDEX OF SHEETS

BODE ROAD FORCE MAIN

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'

FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD

ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.

ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT

CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS

JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION

J.U.L.I.E.

CONTRACT NO.

1-800-892-0123

OR 811

FLOW

F

LO

W

F L O

W

F L

O W

INTERCEPTOR

CONNECTION TO MWRDGC

PARK W.R.P.

TO HANOVER

INTERCEPTOR

MWRD

4'6"x5'0"

SEWER

18" - 30" SANITARY

SCHAUMBURG

VILLAGE OF

EXISTING

LOCATION MAP (N.T.S.)

1361 BODE ROAD

BODE LIFT STATION

PROJECT LOCATION

IDOT DETAILS

VILLAGE DETAILS

EROSION CONTROL AND RESTORATION PLAN

PROPOSED FORCE MAIN PLAN AND PROFILE

LIFT STATION DEMOLITION PLAN

EXISTING CONDITIONS AND REMOVAL PLAN

SUMMARY OF QUANTITIES

MWRD GENERAL NOTES

GENERAL NOTES AND CONTROLS AND BENCHMARKS

COVER

21912.01

2 - 3

1-800-892-0123 AT LEAST 48 HOURS PRIOR TO START OF WORK.

UNDERGROUND WORK SHALL CONTACT J.U.L.I.E. AT

EACH CONTRACTOR AND SUBCONTRACTOR PERFORMING

INJURY, OR LOSS TO:

PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE,

NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL

EACH CONTRACTOR AND SUBCONTRACTOR SHALL TAKE ALL

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY

EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE

A. GENERAL

DESIGNED BY THE ENGINEER AND SHOWN ON THIS SET OF PLANS.

PROPER INSTALLATION AND ACCEPTANCE OF THE IMPROVEMENTS

BY THE AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR FOR THE

INCLUDE CARRYING OUT OF ALL THE DUTIES AND OBLIGATIONS IMPOSED

ENGINEER AND SHOWN ON THIS SET OF PLANS. WORK SHALL ALSO

SUCCESSFUL COMPLETION OF THE IMPROVEMENTS DESIGNED BY THE

EQUIPMENT, AND OTHER INCIDENTALS NECESSARY OR CONVENIENT TO THE

WORK SHALL MEAN THE FURNISHING OF ALL LABOR, MATERIAL,

PROGRESS OF THE WORK ONCE THE WORK COMMENCES.

WITH THE PROPOSED IMPROVEMENTS AND TO AVOID DELAYS IN THE

CONSTRUCTION TO DETERMINE IF A PROBLEM OR CONFLICT EXISTS

CONTRACTORS AND SUBCONTRACTORS PRIOR TO THE START OF

EXISTING UNDERGROUND UTILITIES SHALL BE EXPOSED BY THE

DISCREPANCIES PRIOR TO THE COMMENCEMENT OF THE WORK.

SHOWN ON THE PLANS AND NOTIFY THE ENGINEER OF ALL

ELEVATIONS AND LOCATIONS OF ALL EXISTING INFORMATION AS

EVERY CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY THE

AGENTS, MATERIALS SUPPLIERS, AND VENDORS.

SUPERVISION, DIRECTION, AND CONDUCT OF THEIR EMPLOYEES,

CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FOR THE

PROVIDING A SAFE WORKING PLACE FOR HIS EMPLOYEES. EACH

CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FOR

AND HEALTH ADMINISTRATION (OSHA) STANDARDS. EACH

PROVISIONS AND REGULATIONS OF THE OCCUPATIONAL SAFETY

THE FEDERAL CONSTRUCTION SAFETY STANDARDS AND WITH ALL

SAFETY REGULATIONS AS OUTLINED IN THE LATEST REVISIONS OF

SAFETY LAWS, REGULATIONS, AND ORDINANCES; AND FEDERAL

EVERY CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE

I.D.O.T. AND VILLAGE OF SCHAUMBURG STANDARDS.

DURING CONSTRUCTION SHALL BE RESTORED IN ACCORDANCE WITH

ANY EXISTING ROADWAY PAVEMENT OR SHOULDER DISTURBED

LIDS, AND STRUCTURES TO MEET FINAL FINISHED GRADES.

ADJUSTMENTS TO EXISTING AND PROPOSED FRAMES, GRATES,

THE PAVING CONTRACTOR SHALL MAKE ALL NECESSARY FINAL

THE IMPROVEMENTS ARE COMPLETE.

ALL SIGNS SHALL BE RE-ERECTED IN THE ORIGINAL LOCATION AS

B. PAVING

COST OF THE ITEM REMOVED.

THE COST OF THE SAWING SHALL BE INCLUDED IN THE

JOINTS, AND APPURTENANCES FROM MATERIAL TO REMAIN.

PAVEMENT, CURB AND GUTTER, SIDEWALK, DRIVEWAYS, BUTT

FULL DEPTH SAW CUTS SHALL BE USED TO REMOVE EXISTING

BACKFILLED TO THE SATISFACTION OF THE ENGINEER.

GUTTER UNTIL THE CURB AND GUTTER HAS BEEN PROPERLY

BASE COURSE SHALL NOT BE PLACED ADJACENT TO CURB AND

1.

2.

3.

EARTHWORK AND PAVING SPECIFICATIONS 1.

UNDERGROUND SPECIFICATIONS2.

WORK8.

COMPLIANCE WITH LOCAL ORDINANCES9.

EXISTING UTILITIES10.

SAFETY OF WORK11.

EXISTING ELEVATIONS AND LOCATIONS12.

AND ORGANIZATIONS WHO MAY BE AFFECTED THEREBY:

A) ALL EMPLOYEES ON THE WORK AND OTHER PERSONS

OR REPLACEMENT IN THE COURSE OF CONSTRUCTION

FACILITIES NOT DESIGNATED FOR REMOVAL, RELOCATIONS,

ROADWAYS, STRUCTURES, UTILITIES, AND UNDERGROUND

INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS,

C) OTHER PROPERTY AT THE SITE OR ADJACENT THERETO,

OR OFF THE SITE; AND

TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON

B) ALL THE WORK AND THE MATERIALS AND EQUIPMENT

WRITING BY THE CONTRACTOR TO THE OWNER

SUPERINTENDENT UNLESS OTHERWISE DESIGNATED IN

THIS PERSON SHALL BE THE CONTRACTOR'S

WHOSE DUTY SHALL BE THE PREVENTION OF ACCIDENTS.

DESIGNATE A RESPONSIBLE REPRESENTATIVE AT THE SITE

D) EACH CONTRACTOR AND SUBCONTRACTOR SHALL

NOTIFICATION13.

COMPLIANCE WITH LAWS AND REGULATIONS14.

20.

PAVEMENT DISTURBED DURING CONSTRUCTION15.

FINAL FRAME ADJUSTMENTS17.

RECORD DRAWINGS18.

CONTRACTOR(S)19.

DRIVEWAY APRON REPAIRS21.

THESE SPECIFICATIONS.

UNDERGROUND WORK UNDER THIS CONTRACT, EXCEPT AS MODIFIED BY

CONSTRUCTION IN ILLINOIS", LATEST EDITION, SHALL GOVERN THE

THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN

LOCATION, SHOULD SUCH A POST BE NECESSARY.

THIS WORK INCLUDES PROVIDING A SIGN POST FOR THE TEMPORARY

STRAIGHT AND CLEAN FOR THE DURATION OF TEMPORARY SETTING.

FOR WHICH IT WAS INTENDED. ALL SUCH SIGNS MUST BE MAINTAINED

LOCATION IN A WORKMANLIKE MANNER AND BE VISIBLE TO TRAFFIC

EVERY SIGN RELOCATION MUST BE RE-ERECTED AT A TEMPORARY

22.

STRUCTURE TYPE.

SHALL BE INCLUDED IN THE UNIT PRICE FOR EACH NEW NEW STRUCTURE

INCLUDING LENGTH OF PIPE TO EACH THIS WORK AND ALL CONNECTIONS

INVERT ELEVATION PRIOR TO ORDERING EACH REPLACEMENT STRUCTURE.

REPLACED AND DETERMINE THE NUMBER OF PIPES, THEIR SIZE, AND

CONTRACTOR TO FIELD CHECK EACH EXISTING STRUCTURE TO BE

SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

PROCUREMENT OF ALL NECESSARY PERMITS, AND PAYMENT THEREOF,

INCLUDED IN THE CONTRACT.

SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED

STRUCTURES SHALL BE FREE FROM ALL DIRT AND DEBRIS. THIS WORK

AT THE CONCLUSION OF THE CONSTRUCTION OPERATIONS ALL DRAINAGE

MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY.

STRUCTURES SO THE NATURAL FLOW OF WATER IS OBSTRUCTED, THE

DEPOSITED IN THE FLOW LINE OF DITCHES, GUTTERS, OR DRAINAGE

DURING THE CONSTRUCTION OPERATION WHEN ANY LOOSE MATERIAL IS

EXISTING DIMENSIONS OR CONDITIONS.

ADDITIONAL COMPENSATION WILL BE ALLOWED FOR FAILURE TO VERIFY

FIELD CONDITIONS PRIOR TO BIDDING ON THIS PROJECT. NO

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING

HIS OWN EXPENSE TO THE SATISFACTION OF THE ENGINEER.

OUTSIDE OF THESE LIMITS SHALL BE REPAIRED BY THE CONTRACTOR AT

WORK AREAS DESIGNATED ON THE PLANS. ANY DAMAGE TO AREAS

THE CONTRACTOR SHALL LIMIT HIS CONSTRUCTION ACTIVITIES TO THE

CONSIDERED INCLUDED IN THE CONTRACT.

DURING CONSTRUCTION. THE COST OF THIS WORK SHALL BE

PROPER DRAINAGE SHALL BE MAINTAINED IN THE IMPROVEMENT AREA

3.

4.

5.

6.

7.

ITEMS NOT SPECIFICALLY SHOWN16.

GENERAL NOTES

GOVERNED BY THE FOLLOWING REQUIREMENTS

THE CONTRACT. ALL WORK INVOLVING SIGN REMOVAL SHALL BE

SHALL BE RELOCATED. THIS WORK IS CONSIDERED INCLUDED IN

WORK OR LIGHTING SYSTEM THAT IS INTENDED TO BE MAINTAINED

INTERFERES WITH CONSTRUCTION OF THE PROPOSED ROADWAY

ANY SIGN LOCATED IN THE PUBLIC RIGHT-OF-WAY WHICH

CONSIDERED INCLUDED IN THE COST OF THE CONTRACT.

INTERPRETED TO BE INCLUDED IN THE WORK DESCRIBED SHALL BE

IN THE SUMMARY OF QUANTITIES BUT CAN REASONABLY BE

ALL ITEMS THAT ARE NOT SPECIFICALLY SHOWN ON THE PLANS OR

OTHERWISE ON THE PLANS OR BY THE ENGINEER IN THE FIELD.

SIDEWALK SHALL BE THREE FEET IN LENGTH UNLESS INDICATED

PROPOSED HMA DRIVEWAY APRON REPAIRS ADJACENT TO PROPOSED

ANY DAMAGE TO EXISTING DRIVEWAY APRONS.

INSTALLATION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR

DRIVEWAY APRONS DURING SIDEWALK REMOVAL AND NEW SIDEWALK

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING PCC

SPECIFICATIONS.

WORK UNDER THIS CONTRACT, EXCEPT AS MODIFIED BY THESE

JANUARY 1, 2016 AND ALL ADDENDA THERETO, SHALL GOVERN THE PAVING

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", ADOPTED

THE ILLINOIS DEPARTMENT OF TRANSPORTATION "STANDARD

ACCORDANCE WITH THE VILLAGE OF SCHAUMBURG VILLAGE CODE.

ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN

CONTRACT.

TO THE VILLAGE. THIS WORK SHALL BE CONSIDERED INCLUDED IN THE

HIS/HER CONSTRUCTION ACTIVITIES AND WILL REPLACE THEM AT NO COST

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS DAMAGED BY

UTILITY COMPANIES FOR REMOVING OR ADJUSTING THEM.

ELEVATION OF THEIR FACILITIES AND THE WORKING SCHEDULES OF THE

COMPANIES DETAILED INFORMATION RELATIVE TO THE LOCATION AND

SUBCONTRACTOR SHALL OBTAIN FROM THE RESPECTIVE UTILITY

LOCATION AND ELEVATION OF ALL UTILITIES. EACH CONTRACTOR AND

RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE ACTUAL

ADJUSTED. IT IS EACH CONTRACTOR'S AND SUBCONTRACTOR'S

FACILITIES, NOR THE MANNER IN WHICH THEY ARE TO BE REMOVED OR

PLANS RELATIVE TO THE LOCATION AND ELEVATION OF UTILITY

THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE

THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER IN RESPECT TO

INCLUDED FOR THE CONVENIENCE OF THE BIDDERS. THE ENGINEER AND

TO LOCATION AND ELEVATION OF SUCH UTILITIES AND IS ONLY

SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS

PERTAINING TO THE LOCATION AND ELEVATIONS OF UTILITY FACILITIES,

WHEN THE PLANS OR SPECIAL PROVISIONS INCLUDE INFORMATION

WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

BY EVERY CONTRACTOR AND SUBCONTRACTOR AT LEAST TWO (2)

THE VILLAGE OF SCHAUMBURG SHALL BE NOTIFIED

TO THE ORIGINAL PLANS.

THE VILALGE'S REPRESENTATIVE WILL TRANSFER THE INFORMATION

THE VILLAGE'S REPRESENTATIVE AT THE CONCLUSION OF THE PROJECT.

SUBCONTRACTORS SHALL DELIVER THE "RECORD DRAWINGS" TO

CHANGES FROM THE ORIGINAL PLANS. ALL CONTRACTORS AND

KEEP UP TO DATE A SET OF "RECORD DRAWINGS" SHOWING ALL

EACH CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN AND

ARE NOT CONSIDERED CONTRACTORS OR SUBCONTRACTORS.

ON THESE PLANS. THE VILLAGE, OWNER, AND THE ARCHITECT

ENTITY THAT PROVIDES WORK FOR THE IMPROVEMENTS AS SHOWN

CONTRACTOR AND SUBCONTRACTOR SHALL MEAN ANY PERSON OR

FOR THE PURPOSE OF THESE SPECIFICATIONS, THE TERMS

DRAINAGE, HE SHALL REQUEST ASSISTANCE FROM THE VILLAGE.

CONTRACTOR IS IN DOUBT ABOUT THE PROPER DIRECTION OF

PROPER DRAINAGE ON THE PROPOSED PAVEMENT. WHERE THE

THE PAVING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631 afields=USER NAME

0.16666633 ' / in.=PLOT SCALE

3/4/2025=PLOT DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISEDDATE

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VILLAGE OF SCHAUMBURG

NTSSCALE: SHEET OF 2 SHEETS

GENERAL NOTES

BODE ROAD FORCE MAIN

STA. 1 - TO STA. -

F.A.

RTE.

SECTION COUNTY

SHEETS

TOTAL SHEET

NO.

CONTRACT NO.

FED. AID PROJECTILLINOIS

CLG

AEF

LAM

1/31/2025

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631 afields=USER NAME

0.16666633 ' / in.=PLOT SCALE

3/4/2025=PLOT DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISEDDATE

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

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/S h t/ M is c S h e e ts

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-G

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N A

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VILLAGE OF SCHAUMBURG

NTSSCALE: SHEET OF 2 SHEETS

GENERAL NOTES AND CONTROLS AND BENCHMARKS

BODE ROAD FORCE MAIN

STA. 2 - TO STA. -

F.A.

RTE.

SECTION COUNTY

SHEETS

TOTAL SHEET

NO.

CONTRACT NO.

FED. AID PROJECTILLINOIS

CLG

AEF

LAM

1/31/2025

C. RESTORATION AND TREE PRESERVATION

4.

5.

6.

1.

1.

2.

IN THE CONTRACT.

OF OFF SITE. THE COST OF THIS WORK SHALL BE CONSIDERED INCLUDED

WITH THE PROPOSED IMPROVEMENTS SHALL BE REMOVED AND DISPOSED

EXISTING SEWERS OR WATER MAINS TO BE ABANDONED THAT INTERFERE

3.

4.

5.

INCLUDED IN THE CONTRACT.

AND IN THEIR ORIGINAL CONDITION. THIS WORK WILL BE CONSIDERED

TRACTOR SHALL MOVE THESE ITEMS BACK TO THEIR ORIGINAL LOCATION

CONSTRUCTION. UPON COMPLETION OF THE CONSTRUCTION, THE CON-

ROCKS, PAVER BRICKS, OR LANDSCAPE ITEMS THAT INTERFERE WITH

THE CONTRACTOR SHALL BE REQUIRED TO MOVE ANY DECORATIVE

6.

CONSIDERED AS INCLUDED IN THE CONTRACT.

WITH THE CONSTRUCTION. THE COST OF THIS WORK SHALL BE

DECORATIVE GROUND COVER IN THE PARKWAY THAT INTERFERES

THE CONTRACTOR SHALL BE REQUIRED TO PRESERVE AND RESTORE ANY

7.

8.

INCLUDED IN THE CONTRACT.

NECESSARY. THE COST OF THIS WORK SHALL BE CONSIDERED

SEWER TO INCLUDE ANY SHORING OR DEWATERING EQUIPMENT

THE INSTALLATION OF STORM SEWER, WATER MAIN, AND SANITARY

RESPONSIBILITY TO PROTECT EXCAVATION TRENCHES DURING

ARE STILL IN SERVICE. IT SHALL BE THE CONTRACTOR'S

TO PREVENT THE UNDERMINING OF UTILITIES AND SEWERS WHICH

IN PARTICULAR, THE CONTRACTOR WILL TAKE ADEQUATE MEASURES

SEWERS, AND APPURTENANCES THAT MUST BE KEPT IN OPERATION.

PROTECTION MEASURES REQUIRED TO MAINTAIN EXISTING UTILITIES,

THE CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS AND

9.

INCHES WILL BE ALLOWED.

INLETS. NO MORE THAN 2 RINGS FOR TOTAL ADJUSTMENT OF 8

ADJUSTMENTS OF CATCH BASINS, MANHOLES, VALVE VAULTS, AND

ONLY PRECAST ADJUSTMENT RINGS WILL BE ALLOWED FOR THE

TWENTY-FOUR (24) HOURS PRIOR TO PLACEMENT OF HOT-MIX ASPHALT.

PRIME COAT - PRIME COAT MUST BE INSTALLED NO EARLIER THAN

10.

GENERAL NOTES

7.

COURSE OR EXISTING PAVEMENT NOT SCHEDULED TO BE REMOVED.

THE CONTRACTOR SHALL NOT USE TRACK EQUIPMENT ON BASE

8.

IN THE CURB AND GUTTER OF THE TYPE SPECIFIED.

GUTTER AS APPROVED BY THE ENGINEER. COST SHALL BE INCLUDED

CURB AND GUTTER SHALL TRANSITION TO MATCH EXISTING CURB AND

THE COST OF THE HOT-MIX ASPHALT BEING PLACED.

THE ENGINEER. THIS WORK SHALL BE CONSIDERED INCLUDED IN

LOOSE MATERIAL AND SAW-CUT SQUARE TO THE SATISFACTION OF

PAVEMENT TO REMAIN, THE EXPOSED EDGE SHALL BE CLEANED OF

PRIOR TO PLACING HOT-MIX ASPHALT ADJACENT TO EXISTING

2.

COURSE, TYPE B AT THE CONTRACT UNIT PRICE PER CUBIC YARD.

REQUIRED TO ACHIEVE THE 4" THICKNESS WITH AGGREGATE BASE

EXISTING GRANULAR MATERIAL WILL THEN BE SUPPLEMENTED AS

EARTH EXCAVATION SHALL BE INCLUDED IN PAVEMENT REMOVAL. THE

ACHIEVE THE MINIMUM SUBBASE THICKNESS. THE COST OF THE

EXISTING GRANULAR MATERIAL AND EXCAVATE THE SUBGRADE TO

SUBBASE IS LESS THAN 4", THE CONTRACTOR SHALL SALVAGE THE

AND PREPARATION OF THE BASE FOR THE 6 1/2" OF HMA. IF THE

SUBBASE GRANULAR MATERIAL REMAINS AFTER PAVEMENT REMOVAL

THE CONTRACTOR SHALL VERIFY THAT A MINIMUM OF 4" OF

DELIVER THESE CASTINGS TO A FACILITY DESIGNATED BY THE VILLAGE.

PROPERTY OF THE VILLAGE OF SCHAUMBURB. THE CONTRACTOR SHALL

REPLACED IN THIS PROJECT SHALL BE SALVAGED AND REMAIN THE

MANHOLES AND VALVE VAULTS WHICH ARE TO BE ABANDONED OR

FRAMES, LIDS AND GRATES OF EXISTING CATCH BASINS, INLETS,

ALL SUCH MEASURES CONSIDERED INCLUDED IN THE CONTRACT.

PROVIDE TEMPORARY FENCES AND OTHER MEASURES AS NECESSARY, WITH

FULLY RESPONSIBLE FOR ANY DAMAGE TO SUCH TREES AND SHALL

ALL PARKWAY TREES SHALL BE PRESERVED. THE CONTRACTOR SHALL BE

SHALL COMPLY WITH IEPA SEPARATION REQUIREMENTS.

LINES FROM SANITARY SEWERS, STORM SEWERS, AND HOUSE SEWERS

REQUIREMENTS FOR THE PROTECTION OF WATER MAIN AND WATER SERVICE

D. SANITARY SEWER

INCLUDED IN THE UNIT COST OF THE FRAME AND LID SPECIFIED.

SYSTEM LIDS SHALL BEAR THE WORDS "WATER". THIS SHALL BE CONSIDERED

"STORM"; SANITARY LIDS SHALL BEAR THE WORDS "SANITARY"; WATER

BE USED ON STORM SEWER STRUCTURES SHALL BEAR THE WORDS

HAVE CAST INTO THE LID ONE OF THE FOLLOWING: ALL LIDS TO

ANY MANHOLE, CATCH BASIN, VALVE VAULT, OR METER VAULT SHALL

CONTRACT FOR CONSTRUCTION, ADJUSTMENT OR RECONSTRUCTION OF

ALL FRAMES WITH CLOSED LIDS FURNISHED AS PART OF THIS

PRACTICALLY POSSIBLE FOR PROTECTION.

LATEST EDITION ESPECIALLY CONCERNING BACKFILLING AS SOON AS

SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS,

SPECIAL PROVISIONS, AND APPLICABLE SECTION OF THE STANDARD

WITH THE DETAIL "RIGID AND FLEXIBLE PIPE INSTALLATION DETAIL",

ALL TRENCHES FOR SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE

CONSIDERED INCLUDED IN THE CONTRACT.

LIMITS, SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE

RESTORATION OF DISTURBED AREAS, OUTSIDE OF THESE IDENTIFIED

SHOWN ON THE PLANS BASED ON PLAN QUANTITIES. ADDITIONAL

EASEMENTS WILL BE RESTORED WITH 4" OF TOPSOIL AND SEED WHERE

ALL DISTURBED LAWN AREAS WITHIN THE PUBLIC RIGHT-OF-WAY/

THE CONTRACTOR'S EXPENSE.

CONSTRUCTION WILL BE REPLACED BY THE CONTRACTOR AT

ALL FRAMES AND GRATES DAMAGED BY THE CONTRACTOR DURING

CONTROLS AND BENCHMARKS

CONTROL POINT COORDINATES

POINT NORTHING EASTING ELEVATION STATION OFFSET

CP1 1956139.015 1044155.236 802.540 102+60.32 8.408 LT

CP2 1956186.214 1045056.901 808.020 111+63.26 2.289 LT

CP3 1955535.199 1045056.556 823.283 207+27.48 37.727 RT

CP4 1955062.358 1044963.652 820.375 212+15.28 35.696 LT

CP5 1954880.622 1044774.325 820.859 300+36.56 24.886 RT

CONTROL POINTS

CONTROL POINT 1

(CP1)

SET NAIL AT BIKE TRAIL AT

SOUTH-EAST CORNER OF DRIVEWAY

TO BODE ROAD LIFT STATION

CONTROL POINT 2

(CP2)

SET CUT "+" AT SOUTH-WEST CORNER

OF BODE ROAD AND BRAINTREE DRIVE

CONTROL POINT 3

(CP3)

SET CUT "+" AT SIDEWALK AT WEST

SIDE OF BRAINTREE DRIVE +- 320'

SOUTH OF ALLISON LANE; IN FRONT

OF 1-STORY BUILDING #500

CONTROL POINT 4

(CP4)

SET CUT "+" AT SOUTH-EAST CORNER

OF BRAINTREE DRIVE AND ROSLYN

LANE

CONTROL POINT 5

(CP5)

SET CUT "+" AT SOUTH-EAST CORNER

OF BRAINTREE DRIVE AND AIMTREE

PLACE

PROJECT COORDINATES

DESCRIPTION BODE ROAD

POINT STATION NORTHING EASTING

POT 100+00.00 1956115.423 1043895.793

PI 105+51.11 1956147.944 1044445.947

POT 111+93.50 1956185.707 1045087.221

PROJECT COORDINATES

DESCRIPTION BRAINTREE DRIVE

POT 200+00.00 1956262.763 1045085.406

PI 201+65.00 1956097.982 1045089.287

PI 202+91.56 1955971.469 1045092.667

PC 207+63.57 1955499.458 1045092.842

PT 212+77.92 1955041.074 1044893.186

POT 216+58.23 1954782.155 1044614.617

PROJECT COORDINATES

DESCRIPTION AIMTREE PLACE

POT 300+00.00 1954924.328 1044767.580

PC 301+38.27 1954823.233 1044861.911

PT 303+65.28 1954740.654 1045065.733

POT 307+37.47 1954759.301 1045437.453

BENCHMARKS

BENCHMARK "A"

SOUTH-WEST CORNER OF LIGHT POLE

IRON PLATE AT SOUTH SIDE OF BODE

ROAD +-80' EAST OF DRIVEWAY FOR

LIFT STATION

ELEVATION = 802.29

BENCHMARK "B"

SOUTH-EAST CORNER OF LIGHT POLE

IRON PLATE AT SOUTH-SIDE OF BODE

ROAD +- 420' WEST OF BRAINTREE

DRIVE

ELEVATION = 804.52

BENCHMARK "C"

SOUTH-EAST CORNER OF LIGHT POLE

PLATE AT SOUTH-WEST CORNER OF

BODE ROAD AND BRAINTREE DRIVE

ELEVATION = 807.38

BENCHMARK "D"

TOP OF SOUTH-WEST BOLT OF FIRE

HYDRANT AT WEST SIDE OF BRAIN

TREE DRIVE +-330' SOUTH OF

ALLISON LANE; IN FRONT OF

1-STORY BUILDING #432

ELEVATION = 824.87

BENCHMARK "E"

WEST SIDE OF LIGHT POLE IRON

PLATE AT NORTH-EAST CORNER OF

BRAINTREE DRIVE AND AIMTREE

ROAD

ELEVATION = 821.02

BENCHMARK "F"

TOP OF ARROW BOLT OF FIRE

HYDRANT AT SOUTH-SIDE OF

AIMTREE ROAD +-100' EAST OF

WICKHAM DRIVE; IN FRONT OF

2-STORY BUILDING #325 WICHAM

DRIVE

ELEVATION = 830.46

afields=USER NAME

0.16666633 ' / in.=PLOT SCALE

3/4/2025=PLOT DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISEDDATE

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ M is c S h e e ts

/0

.0

-M

W R

D

.d g n

F

IL

E N

A M

E

M

O D

E L

N A

M E

M

O D

E L

VILLAGE OF SCHAUMBURG

NTSSCALE: SHEET OF 1 SHEETS

MWRD GENERAL NOTES

BODE ROAD FORCE MAIN

STA. 1 - TO STA. -

F.A.

RTE.

SECTION COUNTY

SHEETS

TOTAL SHEET

NO.

CONTRACT NO.

FED. AID PROJECTILLINOIS

CLG

AEF

afields=USER NAME

0.16666633 ' / in.=PLOT SCALE

3/4/2025=PLOT DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISEDDATE

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ M is c S h e e ts

/0

.0

-S

O Q

.d g n F

IL

E

N A

M E

M

O D

E L

N A

M E

M

O D

E L

VILLAGE OF SCHAUMBURG

NTSSCALE: SHEET OF 1 SHEETS

SUMMARY OF QUANTITIES

BODE ROAD FORCE MAIN

STA. 1 - TO STA. -

F.A.

RTE.

SECTION COUNTY

SHEETS

TOTAL SHEET

NO.

CONTRACT NO.

FED. AID PROJECTILLINOIS

CLG

AEF

LAM

1/31/2025

ITEM # DESCRIPTION UNIT TOTAL

20100110 TREE REMOVAL (6 TO 15 UNITS DIAMETER) UNIT 10

20100210 TREE REMOVAL (OVER 15 UNITS DIAMETER) UNIT 20

20101700 SUPPLEMENTAL WATERING UNIT 25

20800150 TRENCH BACKFILL CU YD 1,648

21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 973

25000100 SEEDING, CLASS 1 ACRE 0.2

25100630 EROSION CONTROL BLANKET SQ YD 973

28000305 TEMPORARY DITCH CHECKS FOOT 10

28000400 PERIMETER EROSION BARRIER FOOT 561

28000510 INLET FILTERS EACH 7

40604010 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG, MIX "D", N50 TON 30

42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 121

42400800 DETECTABLE WARNINGS SQ FT 28

44000157 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQ YD 227

44000600 SIDEWALK REMOVAL SQ FT 121

44201723 CLASS D PATCHES, TYPE IV, 6 INCH SQ YD 1,540

67100100 MOBILIZATION L SUM 1

78001110 PAINT PAVEMENT MARKING - LINE 4" FOOT 10

78001130 PAINT PAVEMENT MARKING - LINE 6" FOOT 89

78001150 PAINT PAVEMENT MARKING - LINE 12" FOOT 117

78001180 PAINT PAVEMENT MARKING - LINE 24" FOOT 20

Z0001100 AIR RELEASE VALVE EACH 1

X0326744 PLUG PIPE PENETRATION EACH 1

X0326806 WASHOUT BASIN L SUM 1

X5640175 FIRE HYDRANT COMPLETE EACH 1

X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1

XX003668 PRECONSTRUCTION VIDEO TAPING L SUM 1

XX009049 REMOVE AND REPLACE CURB AND GUTTER (SPECIAL) FOOT 133

XX104100 CONNECTION TO EXISTING MANHOLE EACH 1

VS01 OPEN CUT SANITARY FORCE MAIN, 14" FOOT 1,252

VS02 HORIZONTAL DIRECTIONAL DRILLED SANITARY FORCE MAIN, 14" FOOT 1,446

VS03 PIG LAUNCHING STRUCTURE EACH 1

VS04 CONNECTION TO EXISTING FORCE MAIN, 8" EACH 1

VS05 SANITARY FORCE MAIN TO BE ABANDONED FOOT 2,703

VS06 SANITARY STRUCTURES TO BE ABANDONED AND FILLED EACH 5

VS07 EXPLORATORY EXCAVATION EACH 10

VS08 BITUMINOUS INDUSTRIAL DRIVEWAY SQ YD 75

VS09 LIFT STATION DEMOLITION L SUM 1

105+00101 102 103 104 106

BODE ROAD

EX ROW

15'

PUE

VP

EMEM

VP

EM

VP

TP = 802.23 (VERT)

TP = 796.28

RIM = 802.43

ABANDONED VALVE VAULT

TP = 796.54

RIM = 803.34

FORCE MAIN VALVE

INV = 801.88 (N,S)

INV = 803.58 (VERT)

RIM = 804.78

SAN MH INV = 784.40 (E,SW)

RIM = 803.70

SAN MH

INV = 785.01 (N)

INV = 784.49 (E,W)

RIM = 799.89

SAN MH

INV = 785.14 (S,W)

RIM = 798.74

SAN MH

TP = 796.67

RIM = 803.22

FORCE MAIN VALVE

STRUCTURE CLOSED

INV = 797.73 (VERT)

RIM = 803.33

SAN MH

TP = 796.71 (E) ABANDONED

TP = 796.86 (W,E)

RIM = 803.36

FORCE MAIN VALVE

INV = 785.43 (W,S)

RIM = 801.43

SAN MH

15"

10" 10"

14"

14" 14"

12" RCP CULVERT

DEMOLITION"

ITEM FOR "LIFT STATION

PLAN FALL UNDER THE PAY

ALL REMOVALS ON DEMOLITION

DEMOLITION PLAN

SEE SHEET FOR LIFT STATION9

110+00107 108 109 111

BODE ROAD

N O

R T

H

B

R A

IN

T R

E E

D

R

IV

E

EX ROW

E X

R

O W

E X

R

O W

E X

R

O W

EX ROW

15'

PUE PUE

INV = 801.37 (S)

RIM = 802.67

STM INLET

TP = 801.08

RIM = 808.58

WM VALVE

14"

14"

21"

21" 21" 21"

6"

REMOVAL LEGEND

SANITARY FORCE MAIN TO BE ABANDONED

SANITARY FORCE MAIN TO BE REMOVED

PAVEMENT REMOVAL (PAID FOR AS CLASS D PATCHES)

SIDEWALK REMOVAL

REMOVE AND REPLACE CURB AND GUTTER (SPECIAL)

SANITARY STRUCTURES TO BE ABANDONED AND FILLED

HOT-MIX ASPHALT SURFACE REMOVAL, 2"

1"=20' 101+00.00 113+00.00

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ R e m o v a l/

.0

-R

E M

.d g n F

IL

E

N A

M E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:2

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

ILLINOIS FED. AID PROJECT

USER NAME =

PLOT SCALE = 0.16666633 ' / in.

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET OF 3 SHEETS STA. TO STA.

CLG

AEF

SCALE:

VILLAGE OF SCHAUMBURG

BODE ROAD FORCE MAIN

afields

3/3/2025

EXISTING CONDITIONS AND REMOVAL PLAN

1448 LF

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H L

IN

E

S T

A

.0

MAXIMUM WIDTH SHALL NOT EXCEED 10-FEET.

FINAL PAVEMENT CUTS, AND ON AIMTREE PLACE WHERE

SHOWN AT INTERSECTIONS, WHICH SHALL INCLUDE INITIAL AND

EXCEED 8-FEET, EXCEPT WHERE IRREGULAR SHAPES ARE

MAXIMUM PAVEMENT WIDTH FOR CLASS D PATCHES SHALL NOT

SHEET NOTES

1.

14 LF

26 LF

72 SY

57 SY

7 LF

CP1

CP2

0 20

SCALE IN FEET

0 20

SCALE IN FEET

200+00 201 202 203

A L L

IS

O N

L

A N

E

P A

R K

E R

D

R

IV

E

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

EX ROW

E X

R

O W

E X

R

O W

E X

R

O W

E X

R O

W E X

R O

W

EX ROW

EX ROW

P U

E

PUE

10'

J

W

W V

G V

W

T P

.0

R

IM

.5

W M

V

A L V

E

14" 14"

10"

10"

10" 10"6

8" 8"

6" 6"

6"

6"

V

C P

205+0

210+00

208 209

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

W

W V

W

W

W

W

14"

14"

14"

14"

14"

14"

10"

8"

8"

8"

12"

21"

6"

REMOVAL LEGEND

SANITARY FORCE MAIN TO BE ABANDONED

SANITARY FORCE MAIN TO BE REMOVED

PAVEMENT REMOVAL (PAID FOR AS CLASS D PATCHES)

SIDEWALK REMOVAL

REMOVE AND REPLACE CURB AND GUTTER (SPECIAL)

SANITARY STRUCTURES TO BE ABANDONED AND FILLED

HOT-MIX ASPHALT SURFACE REMOVAL, 2"

1"=20' 199+00.00 211+00.00

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ R e m o v a l/

.0

-R

E M

.d g n F

IL

E

N A

M E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:3

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 2 OF 3 SHEETS STA. TO STA.

CLG

AEF

VILLAGE OF SCHAUMBURG

BODE ROAD FORCE MAIN

EXISTING CONDITIONS AND REMOVAL PLAN

afields

121 SF

59 LF

139 SY

386 LF

30 LF

799 LF

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H L

IN

E S

T A . 2

.0

M A

T C

H L

IN

E

S T

A

.0

MAXIMUM WIDTH SHALL NOT EXCEED 10-FEET.

FINAL PAVEMENT CUTS, AND ON AIMTREE PLACE WHERE

SHOWN AT INTERSECTIONS, WHICH SHALL INCLUDE INITIAL AND

EXCEED 8-FEET, EXCEPT WHERE IRREGULAR SHAPES ARE

MAXIMUM PAVEMENT WIDTH FOR CLASS D PATCHES SHALL NOT

SHEET NOTES

1.

36 LF

20 LF

(SEE NOTE 2)

1132 SY

CP 3

8' MAX

STATION 207+00) AND PATCHING ON AIMTREE PLACE.

AREA INCLUDES PATCHING ON BRAINTREE DRIVE (SOUTH OF 2.

0 20

SCALE IN FEET

0 20

215+00

212 213

414 410

A

IM

T R

E E

P

L A

C E

R O

S L Y

N

L

A N

E

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

E X

R

O W

E X

R

O W

J J

W V

G

W

INV = 814.69 (S)

INV = 813.19 (NE,SE)

RIM = 818.99

STM MH

INV = 810.24 (SE)

INV = 809.39 (NE)

INV = 809.34 (SW)

RIM = 819.09

SAN MH

TP = 815.54

RIM = 819.69

WM VALVE

INV = 816.82 (2-S)

INV = 815.82 (N)

RIM = 819.02

STM INLET

TP = 814.35

RIM = 819.40

WM VALVE

14"

10" 10" 10"

8" 8"

8"

21"

12"

6" 6" 6"

6"

INV = 817.59 (SW)

RIM = 820.59

STM INLET

INV = 811.19 (SE)

INV = 808.34 (SE)

INV = 808.24 (NE)

INV = 808.14 (SW)

RIM = 820.89

SAN MH

TP = 815.61

RIM = 820.46

WM VALVE

TP = 816.69

RIM = 821.44

WM VALVE

300+00

AIMTREE PLACE

N O

R T

H

B

R A

IN

T R

E E

D

R

IV

E

AIM

TREE

PL

ACE

W

IC

K H

A M

D

R

IV

E

EX ROW

EX ROW

EX

ROW

W

W

G

W

W V

TP = 821.21

RIM = 826.56

WM VALVE

INV = 820.18 (N)

INV = 819.68 (W)

RIM = 827.23

SAN MH

INV = 821.47 (W,NE)

RIM = 828.67

FORCE MAIN MH

INV = 822.03 (N)

INV = 820.18 (SW,E)

RIM = 828.98

SAN MH

14"

14"

6"

6"

8"

8"

4"

4"

4"

REMOVAL LEGEND

SANITARY FORCE MAIN TO BE ABANDONED

SANITARY FORCE MAIN TO BE REMOVED

PAVEMENT REMOVAL (PAID FOR AS CLASS D PATCHES)

SIDEWALK REMOVAL

REMOVE AND REPLACE CURB AND GUTTER (SPECIAL)

SANITARY STRUCTURES TO BE ABANDONED AND FILLED

HOT-MIX ASPHALT SURFACE REMOVAL, 2"

1"=20' 211+00.00 217+00.00

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ R e m o v a l/

.0

-R

E M

.d g n F

IL

E

N A

M E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:4

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 3 OF SHEETS STA. TO STA.

CLG

AEF

VILLAGE OF SCHAUMBURG

BODE ROAD FORCE MAIN

EXISTING CONDITIONS AND REMOVAL PLAN

afields

M A

T C

H L

IN

E

S T

A . 2

.0

MAXIMUM WIDTH SHALL NOT EXCEED 10-FEET.

FINAL PAVEMENT CUTS, AND ON AIMTREE PLACE WHERE

SHOWN AT INTERSECTIONS, WHICH SHALL INCLUDE INITIAL AND

EXCEED 8-FEET, EXCEPT WHERE IRREGULAR SHAPES ARE

MAXIMUM PAVEMENT WIDTH FOR CLASS D PATCHES SHALL NOT

SHEET NOTES

1.

PLUG PIPE PENETRATION

8' MAX

CP 4

CP 5

207 SY

10' MAX

INV = 811.19 (SE)

INV = 808.34 (SE)

INV = 808.24 (NE)

INV = 808.14 (SW)

RIM = 820.89

SAN MH

INV 817.59 (SW)

RIM = 820.59

STM INLET

TP = 815.61

RIM = 820.46

WM VALVE TP = 816.69

RIM = 821.44

WM VALVE

0 20

SCALE IN FEET

0 20

102 103 104

VP

EMEM

VP

EM

VP

BODE ROAD

15"

10" 10"

14"

14"

12" RCP CULVERT

1"=10' - -

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ R e m o v a l/

.0

-R

E M

L

IF

T

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:4

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET OF SHEETS STA. TO STA.

cgibbs

1/30/2025

LIFT STATION DEMOLITION PLAN

1 21/31/2025

LAM

AEF

CLG

VILLAGE OF SCHAUMBURG

CONNECTION TO EXISTING FORCE MAIN.

FORCE MAIN REMOVAL SHALL BE INCLUDED IN THE COST OF

AND ABANDONED.

2FT BELOW GRADE, FILLED WITH LOW STRENGTH CONCRETE,

EXISTING LIFT STATION VALVE VAULT SHALL BE REMOVED TO

CONSTRUCTION, WHERE REQUIRED.

EXISTING LIGHT POLES SHALL BE BRACED DURING

LOW STRENGTH CONCRETE, AND ABANDONED.

REMOVED TO 2FT BELOW GRADE, FILLED WITH

EXISTING FORCEMAIN BY-PASS VAULT SHALL BE

COMED AND PAID FOR UNDER THE "DEMOLITION" PAY ITEM.

FROM CONDUITS THIS WORK SHALL BE COORDINATED WITH

CONTRACTOR SHALL REMOVE SERVICE CABLES

WITH COMED.

REMOVAL OF EXISTING COMED PAD MOUNTED TRANSFORMERS

CONTRACTOR SHALL COORDINATE DISCONNECTION AND

PROTECTED AT THE END OF EACH WORKDAY.

ALL TRENCHES, HOLES, OR OTHER EXCAVATIONS SHALL BE

COST TO THE VILLAGE.

ELECT TO REMOVE CABLES AND SALVAGE AT NO ADDITIONAL

ABANDONED AT LOCATIONS INDICATED. CONTRACTOR MAY

DOWN TO A MINIMUM OF 1'-0" BELOW GRADE AND

EXISTING ELECTRICAL CABLES AND CONDUIT SHALL BE CUT

THE END OF EACH WORK DAY.

SHALL REMAIN CLEAN AND FREE OF CONSTRUCTION DEBRIS AT

CONTRACTOR SHALL ENSURE THAT STREETS AND DRIVES

PROTECTED AND MAINTAINED DURING CONSTRUCTION.

ALL STRUCTURES AND BUILDING TO REMAIN SHALL BE

ON-SITE AND PROTECT DURING CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES LOCATED

ENGINEER AND OWNER.

SHALL COORDINATE ANY LIFT STATION SHUT-DOWNS WITH THE

OPERATION OF THE EXISTING LIFT STATION. CONTRACTOR

WORK OF THIS CONTRACT SHALL IN NO WAY INTERFERE WITH

VENT, FLAT SLAB TOPS, AND RISER.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ABOVE GRADE

SHRINK CONCRETE/MORTAR PLUG.

ABANDONED SHALL HAVE ENDS PLUGGED WITH 2 FT OF NON-

EXISTING FORCEMAIN OR SANITARY SEWER PIPES TO BE

SHEET NOTES:

(SEE SHEET NOTE 2)

STRENGTH CONCRETE, AND ABANDONED

BELOW GRADE, FILLED WITH CONTROLLED LOW

EXISTING WET WELL TO BE REMOVED TO 5 FT

(SEE SHEET NOTE 2)

LOW STRENGTH CONCRETE, AND ABANDONED

TO 5 FT BELOW GRADE, FILLED WITH CONTROLLED

EXISTING DRY PIT LIFT STATION TO BE REMOVED

(SEE SHEET NOTE 1)

SEWER TO BE ABANDONED

EXISTING SANITARY

TO BE REMOVED

EXISTING CONTROL BUILDING

EXISTING UTILITY METER (TO BE REMOVED)

LIFT STATION VALVE VAULT

(SEE SHEET NOTE 1)

EXISTING BYPASS FORCEMAIN TO BE ABANDONED AND FILLED

RIM = 803.17

(SEE SHEET NOTE 11)

SAN BY-PASS VAULT

(SEE SHEET NOTE 1)

EXISTING FORCEMAIN TO BE ABANDONED

(SEE SHEET NOTE 12)

SITE LIGHT POLE, TYP.

SHEET NOTE 10)

(INCLUDING CONCRETE PAD, SEE

TRANSFORMERS TO BE REMOVED

EXISTING PAD MOUNTED COMED

DRIVE, 12" DEPTH, 389 SF

REMOVE EXISTING GRAVEL

12" DEPTH, 1,422 SF

REMOVE EXISTING GRAVEL DRIVE,

(SEE SHEET NOTE 13)

SANITARY STRUCTURES TO BE ABANDONED AND FILLED

TO BE ABANDONED (SEE SHEET NOTE 9)

EXISTING COMED PRIMARY SERVICE

TP = 796.67

RIM = 803.22

FORCE MAIN VALVE

STRUCTURE CLOSED

INV = 797.73 (VERT)

RIM = 803.33

SAN MH

TP = 796.71 (E) ABANDONED

TP = 796.86 (W,E)

RIM = 803.36

FORCE MAIN VALVE

TP = 802.23 (VERT)

TP = 796.28

RIM = 802.43

VALVE VAULT

ABANDONED

INV = 784.40 (E,SW)

RIM = 803.70

SAN MH

INV = 801.88 (N,S)

INV = 803.58 (VERT)

RIM = 804.78

SAN MH

12" DEPTH, 226 SF

REMOVE EXISTING ASPHALT DRIVE

MOUNTED TRANSFORMER

EXISTING COMED PAD

SERVICE TO BE ABANDONED

EXISTING SECONDARY ELECTRICAL

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

0 10

BODE ROAD

EX ROW

15'

PUE

15"

10" 10"

14"

14" 14"

12" RCP CULVERT

105+00101 102 103 104 106

VP

EMEM

VP

EM

VP

.0

M A

T C

H L

IN

E

S T

A

101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00

785 785

790 790

795 795

800 800

805 805

810 810

815 815

.5

.0

.6

.1

.0

.5

.7

.6

.1

.2

.3

.6

101+00.00 107+00.001"=20'

S U

R V

E Y

E D

P L

O T

T E

D

B Y

D A

T E

N O

T E

B O

O K

N O

P L

A N

A L

IG

N

M E

N T

C H

E C

K E

D

R T

O

F W

A Y

C H

E C

K E

D

C A

D D

F

IL

E N

A M

E

P R

O F

IL

E

S U

R V

E Y

E D

P L

O T

T E

D

G R

A D

E S

C H

E C

K E

D

B .M

N

O T

E D

S T

R U

C T

U R

E N

O T

A T

'N S

C H

'K D

B Y

D A

T E

N O

T E

B O

O K

N O

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ U ti li ti e s /2

.0

-U T

IL

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:5

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 1 OF SHEETS STA. TO STA.

CLG

AEF

VILLAGE OF SCHAUMBURG

BODE ROAD FORCE MAIN

PROPOSED FORCE MAIN PLAN AND PROFILE

afields

(SEE SHEET )

TP = 796.54

RIM = 803.33

STA 102+80, O/S 1.6 RT

PLS-01

PIG LAUNCHING STRUCTURE

MAIN, 14", PVC AWWA C900, 850 LF

HORIZONTAL DIRECTIONAL DRILLED SANITARY FORCE

(SEE SHEET NOTE 1 AND 2)

TP = 796.54

CONNECTION TO EXISTING FORCE MAIN, 8"

OPEN CUT SANITARY FORCE MAIN, 14", PVC AWWA C900, 19 LF

HDD RECEIVING PIT

EXISTING FORCE MAIN

CONNECTION TO

SEE PLAN VIEW FOR

SEE SHEET NOTE 3

14"X14" WYE

45°

INCLUDING RESTORATION COSTS.

PLANS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE VILLAGE,

INTERVALS OF 50' BY TRENCHLESS DEPTH TRACKING TECHNOLOGY. HIGH POINTS NOT SHOWN ON THE

PROGRAM PROVIDED BY THE CONTRACTOR. TOP OF PIPE ELEVATIONS SHALL BE RECORDED AT MAXIMUM

THE ENGINEER. ANY MODIFICATIONS SHALL BE BASED ON A PLAN MARKUP OR OTHER PROFILING

MODIFICATIONS TO THE PROPOSED PROFILE SHALL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL BY

CAN BE USED AS A TEMPORARY MEANS TO PUMP BASIN SEWAGE FLOWS.

THE CONNECTION DATE, ONE WEEK PRIOR TO THE CONNECTION, TO ENSURE THE ORIGINAL LIFT STATION

CONNECTION POINT AND OUTFALL. CONTRACTOR SHALL PROVIDE SPECIFIC NOTICE TO THE VILLAGE OF

CONNECTION SHALL BE MADE AFTER FORCE MAIN HAS BEEN FULLY PRESSURE TESTED BETWEEN

AND AN 8"X14" DUCTILE IRON MECHANICAL JOINT INCREASER FITTING.

CONNECTION SHALL INCLUDE A SAW CUT 2' OFF OF THE OUTSIDE FACE OF THE EXISTING VALVE VAULT

3.

2.

1.

SHEET NOTES

45°

14"X14" WYE

.6

.8

HDD RECEIVING PIT

HORIZONTAL DIRECTIONAL DRILL

EXISTING TERRAIN OVER STATIONING

FORCE MAIN TP ELEVATION

.1

.3

.5

.8

.0

.2

.5

FORCE MAIN CROSSING TABLE

CROSSED UTILITY PROPOSED FORCE MAIN

CROSSING STATION UTILITY DIAMETER (IN) TP/BP DIAMETER (IN) TP/BP CLEARANCE (FT)

1 103+56 EXISTING SANITARY SEWER 8 786.09, TP 14 795.65, BP 9.56

0 20

BODE ROAD

N O

R T

H

B

R A

IN

T R

E E

D

R

IV

E

EX ROW

E X

R

O W

E X

R

O W

E X

R

O W

EX ROW

15'

PUE PUE

14"

14"

21"

21" 21" 21"

6"

110+00107 108 109 111

.0

M

A T

C H

L

IN

E S

T A

107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50

790 790

795 795

800 800

805 805

810 810

815 815

820 820

.4

.4

.3

.7

.9

.5

.0

.7

.6

107+00.00 113+00.001"=20'

S U

R V

E Y

E D

P L

O T

T E

D

B Y

D A

T E

N O

T E

B O

O K

N O

P L

A N

A L

IG

N

M E

N T

C H

E C

K E

D

R T

O

F W

A Y

C H

E C

K E

D

C A

D D

F

IL

E N

A M

E

P R

O F

IL

E

S U

R V

E Y

E D

P L

O T

T E

D

G R

A D

E S

C H

E C

K E

D

B .M

N

O T

E D

S T

R U

C T

U R

E N

O T

A T

'N S

C H

'K D

B Y

D A

T E

N O

T E

B O

O K

N O

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ U ti li ti e s /2

.0

-U T

IL

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:0

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 2 OF SHEETS STA. TO STA.

CLG

AEF

PROPOSED FORCE MAIN PLAN AND PROFILE

HDD DRILL SETUP

EXISTING TERRAIN OVER CENTERLINE

FLG = 807.69

STA 111+45, O/S 18.6 RT

FIRE HYDRANT COMPLETE

22.5°

22.5°

HDD DRILL PIT

HDD DRILL PIT

SHEET NOTES

INCLUDING RESTORATION COSTS.

PLANS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE VILLAGE,

INTERVALS OF 50' BY TRENCHLESS DEPTH TRACKING TECHNOLOGY. HIGH POINTS NOT SHOWN ON THE

PROGRAM PROVIDED BY THE CONTRACTOR. TOP OF PIPE ELEVATIONS SHALL BE RECORDED AT MAXIMUM

THE ENGINEER. ANY MODIFICATIONS SHALL BE BASED ON A PLAN MARKUP OR OTHER PROFILING

MODIFICATIONS TO THE PROPOSED PROFILE SHALL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL BY 1.

SEE SHEET NOTE 1

HORIZONTAL DIRECTIONAL DRILL

.7

.9

.0

.0

.0

.0

.0

.0

.0

FORCE MAIN TP ELEVATION

14" PVC AWWA C900, 149 LF

OPEN CUT SANITARY FORCE MAIN,

FORCE MAIN CROSSING TABLE

CROSSED UTILITY PROPOSED FORCE MAIN

CROSSING STATION UTILITY DIAMETER (IN) TP/BP DIAMETER (IN) TP/BP CLEARANCE (FT)

2 108+49 EXISTING STORM SEWER 8 800.68, BP 14 799.00 TP 1.68

0 20

A L L

IS

O N

L

A N

E

P A

R K

E R

D

R

IV

E

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

EX ROW

E X

R

O W

E X

R

O W

E X

R

O W

E X

R O

W E X

R O

W

EX ROW

EX ROW

P U

E

PUE

10'

14" 14"

10"

10"

10" 10"

8" 8"

6" 6"

6"

6"

V

C P

200+00 201 202 203

J

W

W V

G V

W

.0

M

A T

C H

L

IN

E S

T A

199+00 199+50 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00

795 795

800 800

805 805

810 810

815 815

820 820

825 825

.7

.8

.2

.9

.9

.4

.0

.9

.1

.9

.9

199+00.00 205+00.001"=20'

S U

R V

E Y

E D

P L

O T

T E

D

B Y

D A

T E

N O

T E

B O

O K

N O

P L

A N

A L

IG

N

M E

N T

C H

E C

K E

D

R T

O

F W

A Y

C H

E C

K E

D

C A

D D

F

IL

E N

A M

E

P R

O F

IL

E

S U

R V

E Y

E D

P L

O T

T E

D

G R

A D

E S

C H

E C

K E

D

B .M

N

O T

E D

S T

R U

C T

U R

E N

O T

A T

'N S

C H

'K D

B Y

D A

T E

N O

T E

B O

O K

N O

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ U ti li ti e s /2

.0

-U T

IL

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:1

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 3 OF SHEETS STA. TO STA.

CLG

AEF

PROPOSED FORCE MAIN PLAN AND PROFILE

EXISTING TERRAIN OVER CENTERLINE

22.5°

22.5° 22.5°

5 6

3 4 5

596 LFPVC AWWA C900,FORCE MAIN, 14",

HORIZONTAL DIRECTIONAL DRILLED SANITARY

21.5°

21.5°

21.5°

HDD RECEIVING PIT

HDD RECEIVING PIT

TO THE VILLAGE, INCLUDING RESTORATION COSTS.

BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST

TECHNOLOGY. HIGH POINTS NOT SHOWN ON THE PLANS SHALL

INTERVALS OF 50' BY TRENCHLESS DEPTH TRACKING

TOP OF PIPE ELEVATIONS SHALL BE RECORDED AT MAXIMUM

OTHER PROFILING PROGRAM PROVIDED BY THE CONTRACTOR.

ANY MODIFICATIONS SHALL BE BASED ON A PLAN MARKUP OR

PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER.

MODIFICATIONS TO THE PROPOSED PROFILE SHALL NOT BE 1.

SHEET NOTES

.0

.0

HORIZONTAL DIRECTIONAL DRILL

.0

.0

.8

.3

.9

.7

.6

FORCE MAIN TP ELEVATION

SEE SHEET NOTE 1

FORCE MAIN CROSSING TABLE

CROSSED UTILITY PROPOSED FORCE MAIN

CROSSING STATION UTILITY DIAMETER (IN) TP/BP DIAMETER (IN) TP/BP CLEARANCE (FT)

3 200+85 EXISTING FORCE MAIN 14 801.50, BP 14 799.00, TP 2.50

4 201+63 EXISTING CULVERT 21 802.28, BP 14 799.00, TP 3.28

5 202+64 EXISTING WATER MAIN 8 802.00, BP 14 799.00, TP 3.00

6 203+65 EXISTING SANITARY SEWER 8 800.52, TP 14 805.15, BP 4.63

7 204+09 GAS 2 UNK 14 809.26, TP UNK

0 20

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

14"

14"

14"

14"

14"

14"

10"

8"

8"

8"

12"

21"

6"

205+0

210+00

208 209

W

W V

W

W

W

W

.0

M A

T C

H L

IN

E

S T

A

.0

M

A T

C H

L

IN

E S

T A

205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00 210+50 211+00

805 805

810 810

815 815

820 820

825 825

830 830

835 835

.8

.5

.7

.1

.1

.5

.6

.2

.8

.8

.4

.0

205+00.00 211+00.001"=20'

S U

R V

E Y

E D

P L

O T

T E

D

B Y

D A

T E

N O

T E

B O

O K

N O

P L

A N

A L

IG

N

M E

N T

C H

E C

K E

D

R T

O

F W

A Y

C H

E C

K E

D

C A

D D

F

IL

E N

A M

E

P R

O F

IL

E

S U

R V

E Y

E D

P L

O T

T E

D

G R

A D

E S

C H

E C

K E

D

B .M

N

O T

E D

S T

R U

C T

U R

E N

O T

A T

'N S

C H

'K D

B Y

D A

T E

N O

T E

B O

O K

N O

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ U ti li ti e s /2

.0

-U T

IL

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:2

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 4 OF SHEETS STA. TO STA.

CLG

AEF

VILLAGE OF SCHAUMBURG

BODE ROAD FORCE MAIN

PROPOSED FORCE MAIN PLAN AND PROFILE

afields

.0

M

A T

C H

L

IN

E S

T A

.0

M A

T C

H L

IN

E

S T

A

EXISTING TERRAIN OVER CENTERLINE

TP = 817.81

RIM = 822.81

STA 207+33, O/S 13.7 LT

AV-01

AIR RELEASE VALVE

THE CONTRACTOR AT NO ADDITIONAL COST TO THE VILLAGE, INCLUDING RESTORATION COSTS.

TRENCHLESS DEPTH TRACKING TECHNOLOGY. HIGH POINTS NOT SHOWN ON THE PLANS SHALL BE CORRECTED BY

BY THE CONTRACTOR. TOP OF PIPE ELEVATIONS SHALL BE RECORDED AT MAXIMUM INTERVALS OF 50' BY

ENGINEER. ANY MODIFICATIONS SHALL BE BASED ON A PLAN MARKUP OR OTHER PROFILING PROGRAM PROVIDED

MODIFICATIONS TO THE PROPOSED PROFILE SHALL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL BY THE 1.

SHEET NOTES

TP = 817.81

RIM = 822.81

STA 207+33, O/S 13.7 LT

AV-01

AIR RELEASE VALVE

HDD DRILL SETUP

HDD DRILL PIT

SEE SHEET NOTE 1

HDD DRILL PIT

.4

.1

.6

.8

.8

.2

.0

.8

.6

.4

.7

.7

14", PVC AWWA C900, 1,084 LF

OPEN CUT SANITARY FORCE MAIN,

TP ELEVATION

FORCE MAIN

POTHOLE EXISTING SERVICES AND UTILITIES PRIOR TO CONSTRUCTION. BORE UNDER EXISTING CURB.

DRILL EXISTING SANITARY MANHOLE FOR CONNECTION. GROUT PENETRATION WITH NON-SHRINK GROUT. 2.

FORCE MAIN CROSSING TABLE

CROSSED UTILITY PROPOSED FORCE MAIN

CROSSING STATION UTILITY DIAMETER (IN) TP/BP DIAMETER (IN) TP/BP CLEARANCE (FT)

8 210+42 EXISTING STORM SEWER 15 813.20, BP 14 811.70, TP 1.50

TP = 819.30

1" PVC VENT DISCHARGE PIPE

TP = 819.00 (SEE SHEET NOTE 2)

0 20

414 410

A

IM

T R

E E

P

L A

C E

R O

S L Y

N

L

A N

E

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

E X

R

O W

E X

R

O W

14"

10" 10" 10"

8" 8"

8"

21"

12"

6" 6" 6"

6"

" 215+00

212 213

J J

W V

G

W

.0

M

A T

C H

L

IN

E S

T A

211+50 212+00 212+50 213+00 213+50 214+00 214+50

800 800

805 805

810 810

815 815

820 820

825 825

830 830

.0

.0

.0

.6

.8

.5

.9

211+00.00 217+00.001"=20'

S U

R V

E Y

E D

P L

O T

T E

D

B Y

D A

T E

N O

T E

B O

O K

N O

P L

A N

A L

IG

N

M E

N T

C H

E C

K E

D

R T

O

F W

A Y

C H

E C

K E

D

C A

D D

F

IL

E N

A M

E

P R

O F

IL

E

S U

R V

E Y

E D

P L

O T

T E

D

G R

A D

E S

C H

E C

K E

D

B .M

N

O T

E D

S T

R U

C T

U R

E N

O T

A T

'N S

C H

'K D

B Y

D A

T E

N O

T E

B O

O K

N O

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ U ti li ti e s /2

.0

-U T

IL

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:3

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 5 OF 6 SHEETS STA. TO STA.

AEF

BODE ROAD FORCE MAIN

PROPOSED FORCE MAIN PLAN AND PROFILE

afields

3/3/2025

CLG

25VILLAGE OF SCHAUMBURG

.0

M

A T

C H

L

IN

E S

T A

EXISTING TERRAIN OVER CENTERLINE

22.5°

22.5°

10 12

TO THE VILLAGE, INCLUDING RESTORATION COSTS.

BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST

TECHNOLOGY. HIGH POINTS NOT SHOWN ON THE PLANS SHALL

INTERVALS OF 50' BY TRENCHLESS DEPTH TRACKING

TOP OF PIPE ELEVATIONS SHALL BE RECORDED AT MAXIMUM

OTHER PROFILING PROGRAM PROVIDED BY THE CONTRACTOR.

ANY MODIFICATIONS SHALL BE BASED ON A PLAN MARKUP OR

PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER.

MODIFICATIONS TO THE PROPOSED PROFILE SHALL NOT BE 1.

SHEET NOTES

22.5°

22.5°

.7

SEE SHEET NOTE 1

.1

.5

.7

.7

.7

TP ELEVATION

FORCE MAIN

22.5°

22.5°

FORCE MAIN CROSSING TABLE

CROSSED UTILITY PROPOSED FORCE MAIN

CROSSING STATION UTILITY DIAMETER (IN) TP/BP DIAMETER (IN) TP/BP CLEARANCE (FT)

9 211+28 EXISTING STORM SEWER 21 813.66, BP 14 811.70, TP 1.96

10 211+85 EXISTING WATER MAIN 6 815.07, BP 14 811.97, TP 3.10

11 211+92 EXISTING STORM SEWER 15 815.53, BP 14 812.03, TP 3.50

12 212+44 ELECTRIC UNK UNK 14 812.53, TP UNK

13 212+93 TELEPHONE UNK UNK 14 813.00, TP UNK

14 214+32 EXISTING FORCE MAIN 14 814.25, BP 14 812.75, TP 1.50

15 214+34 EXISTING STORM SEWER 12 817.46, BP 14 812.75, TP 4.71

0 20

AIMTREE PLACE

N O

R T

H

B

R A

IN

T R

E E

D

R

IV

E

AIM

TREE

PL

ACE

W

IC

K H

A M

D

R

IV

E

EX ROW

EX ROW

EX

ROW

14"

14"

6"

6"

8"

8"

4"

4"

4"

300+00

W

W

G

W

W V

299+50 300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 305+00

805 805

810 810

815 815

820 820

825 825

830 830

835 835

.9

.4

.4

.4

.4

.4

.6

.8

.7

.7

.5

299+00.00 305+00.001"=20'

S U

R V

E Y

E D

P L

O T

T E

D

B Y

D A

T E

N O

T E

B O

O K

N O

P L

A N

A L

IG

N

M E

N T

C H

E C

K E

D

R T

O

F W

A Y

C H

E C

K E

D

C A

D D

F

IL

E N

A M

E

P R

O F

IL

E

S U

R V

E Y

E D

P L

O T

T E

D

G R

A D

E S

C H

E C

K E

D

B .M

N

O T

E D

S T

R U

C T

U R

E N

O T

A T

'N S

C H

'K D

B Y

D A

T E

N O

T E

B O

O K

N O

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ U ti li ti e s /2

.0

-U T

IL

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:4

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET OF SHEETS STA. TO STA.

CLG

AEF

VILLAGE OF SCHAUMBURG

BODE ROAD FORCE MAIN

PROPOSED FORCE MAIN PLAN AND PROFILE

afields

6 6

EXISTING TERRAIN OVER CENTERLINE

22.5°

22.5°

CONNECTION TO EXISTING MANHOLE

1.

TO THE VILLAGE, INCLUDING RESTORATION COSTS.

BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST

TECHNOLOGY. HIGH POINTS NOT SHOWN ON THE PLANS SHALL

INTERVALS OF 50' BY TRENCHLESS DEPTH TRACKING

TOP OF PIPE ELEVATIONS SHALL BE RECORDED AT MAXIMUM

OTHER PROFILING PROGRAM PROVIDED BY THE CONTRACTOR.

ANY MODIFICATIONS SHALL BE BASED ON A PLAN MARKUP OR

PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER.

MODIFICATIONS TO THE PROPOSED PROFILE SHALL NOT BE

SHEET NOTES

CONNECTION TO EXISTING MANHOLE

11.25° 11.25°

11.25°

11.25°

11.25°

11.25°

11.25°

.1

.5

.9

.1

.1

.8

.2

SEE SHEET NOTE 1

FORCE MAIN TP ELEVATION

22.5°

22.5°

FORCE MAIN CROSSING TABLE

CROSSED UTILITY PROPOSED FORCE MAIN

CROSSING STATION UTILITY DIAMETER (IN) TP/BP DIAMETER (IN) TP/BP CLEARANCE (FT)

16 300+30 EXISTING SANITARY 8 809.10, TP 14 811.58, BP 2.48

17 300+34 GAS 6 UNK 14 812.77, TP UNK

18 303+84 ELECTRIC UNK UNK 14 822.39, TP UNK

19 303+89 TELEPHONE UNK UNK 14 822.56, TP UNK

20 303+91 TELEPHONE UNK UNK 14 822.61, TP UNK

21 303+93 TELEPHONE UNK UNK 14 822.70, TP UNK

11.25°

22.5°

0 20

105+00101 102 103 104 106

BODE ROAD

EX ROW

15'

PUE

VP

EMEM

VP

EM

VP 1

15"

10" 10"

14"

14" 14"

12" RCP CULVERT

.0

M A

T C

H L

IN

E

S T

A

63.00'

.6

.3

110+00107 108 109 111

BODE ROAD

N O

R T

H

B

R A

IN

T R

E E

D

R

IV

E

EX ROW

E X

R

O W

E X

R

O W

E X

R

O W

EX ROW

15'

PUE PUE

14"

14"

21"

21" 21" 21"

6"

0 20

SCALE IN FEET

.0

M

A T

C H

L

IN

E S

T A

EROSION CONTROL AND RESTORATION LEGEND

CLASS D PATCHES, 6 INCH

PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH

REMOVE AND REPLACE CURB AND GUTTER (SPECIAL)

INLET FILTERS

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG,

MIX "D", N50 (2")

TOPSOIL FURNISH AND PLACE, 4"

SEEDING, CLASS 1

EROSION CONTROL BLANKET

PERIMETER EROSION BARRIER

BITUMINOUS INDUSTRIAL DRIVEWAY

1"=20' 101+00.00 113+00.00

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ E ro s -R e s to ra ti o n

/2

.0

-E

R O

S

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:4

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 1 OF SHEETS STA. TO STA.

CLG

AEF

EROSION CONTROL AND RESTORATION PLAN

136 SY

510 SY

139 SY

121 SF

DETECTABLE WARNINGS, 20 SF

3 SY

75 SY

86 SY

1 SY

51 LF

WASHOUT BASIN

346 LF

14 LF

72 SY

80 LF

57 SY

DETECTABLE WARNINGS, 8 SF

MARKING - LINE 6", 46 LF

PAINT PAVEMENT

MARKING - LINE 6", 43 LF

PAINT PAVEMENT

36 LF

MARKING - LINE 12", 112 LF

PAINT PAVEMENT

7 LF

MARKING - LINE 24", 20 LF

PAINT PAVEMENT

MARKING - LINE 12", 5 LF

PAINT PAVEMENT

MARKING - LINE 4", 4 LF

PAINT PAVEMENT

TEMPORARY DITCH CHECKS, 10 LF

MAXIMUM WIDTH SHALL NOT EXCEED 10-FEET.

FINAL PAVEMENT CUTS, AND ON AIMTREE PLACE WHERE

SHOWN AT INTERSECTIONS, WHICH SHALL INCLUDE INITIAL AND

EXCEED 8-FEET, EXCEPT WHERE IRREGULAR SHAPES ARE

MAXIMUM PAVEMENT WIDTH FOR CLASS D PATCHES SHALL NOT 1.

SHEET NOTES

INV = 799.58

INV = 799.94

82 LF

32 LF

SEE GRADING DETAIL, SHEET 20

0 20

200+00 201 202 203

A L L

IS

O N

L

A N

E

P A

R K

E R

D

R

IV

E

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

EX ROW

E X

R

O W

E X

R

O W

E X

R

O W

E X

R O

W E X

R O

W

EX ROW

EX ROW

P U

E

PUE

10'

J

W

W V

G V

W

14" 14"

10"

10"

10" 10"6

8" 8"

6" 6"

6"

6"

V

C P

20.56'

205+0

210+00

208 209

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

W

W V

W

W

W

W

14"

14"

14"

14"

14"

14"

10"

8"

8"

8"

12"

21"

6"

0 20

SCALE IN FEET

16.00 ' 1

.7

16.17'

17.11'

.9

.5

EROSION CONTROL AND RESTORATION LEGEND

CLASS D PATCHES, 6 INCH

PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH

REMOVE AND REPLACE CURB AND GUTTER (SPECIAL)

INLET FILTERS

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG,

MIX "D", N50 (2")

TOPSOIL FURNISH AND PLACE, 4"

SEEDING, CLASS 1

EROSION CONTROL BLANKET

PERIMETER EROSION BARRIER

BITUMINOUS INDUSTRIAL DRIVEWAY

1"=20' 199+00.00 211+00.00

M

O D

E L

N A

M E p w

/c io rb a -p w .b e n tl e y

.c o m :c io rb a -p w -0

/D o c u m e n ts /P ro je c ts

/I L

M u n ic ip a li ti e s /S c h a u m b u rg

/0

.0

/C

A D

D D a ta

/S h t/ E ro s -R e s to ra ti o n

/2

.0

-E

R O

S

.d g n

F

IL

E N

A M

E

M O

D E

L

P L

O T

C O

N F

IG

P E

N T

A B

L E

D A

T E

P L

O T

T E

D

/4

/2

.0

.t b l

C G

I_ P

D F

N o L a y e rs

B

W .p lt c fg

:2

:5

P

M

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 2 OF 3 SHEETS STA. TO STA.

CLG

AEF

VILLAGE OF SCHAUMBURG

BODE ROAD FORCE MAIN

EROSION CONTROL AND RESTORATION PLAN

afields

26 SY

26 SY

26 SY

M A

T C

H L

IN

E S

T A .0

M A

T C

H L

IN

E

S T

A . 2

.0

M A

T C

H L

IN

E

S T

A

.0

26 SY

26 SY

36 LF

20 LF

1132 SY

8' MAX

8' MAX

SHEET NOTES

MAXIMUM WIDTH SHALL NOT EXCEED 10-FEET.

FINAL PAVEMENT CUTS, AND ON AIMTREE PLACE WHERE

SHOWN AT INTERSECTIONS, WHICH SHALL INCLUDE INITIAL AND

EXCEED 8-FEET, EXCEPT WHERE IRREGULAR SHAPES ARE

MAXIMUM PAVEMENT WIDTH FOR CLASS D PATCHES SHALL NOT 1.

26 SY

0 20

215+00

212 213

414 410

A

IM

T R

E E

P

L A

C E

R O

S L Y

N

L

A N

E

NORTH BRAINTREE DRIVE

EX ROW

EX ROW

E X

R

O W

E X

R

O W

J J

W V

G

W

14"

10" 10" 10"

8" 8"

8"

21"

12"

6" 6" 6"

6"

300+00

AIMTREE PLACE

N O

R T

H

B

R A

IN

T R

E E

D

R

IV

E

AIM

TREE

PL

ACE

W

IC

K H

A M

D

R

IV

E

EX ROW

EX ROW

EX

ROW

W

W

G

W

W V

14"

14"

6"

6"

8"

8"

4"

4"

4"

0 20

SCALE IN FEET

EROSION CONTROL AND RESTORATION LEGEND

CLASS D PATCHES, 6 INCH

PORTLAND CEMENT CONCRETE…